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Home My WebLink AboutP_5224_S\ PUB LI C WORKS DEPARTMENT CONSTRUCTION DOCUM·ENTS FOR COASTAL PEAK PARK APPROVED APPROVED 20403 EAST COAST AL PEAK NEWPORT BEACH , CA DIRECTOR OF PUBLIC WORKS CITY ENGINEER DATE DATE STAFF APPROVAL NO. SA21J07,-0099(PA2001-1s0J ) Pl.ANNING OEPAATh!ENT 3300 NEWPORT.'BOUlE\l,'JlO NEWP0RT'3~CH. CA.92663 (949)¼-~200 FAX (949) 64~9 SePtember 10, 2007 The Irvine Company ~tt~: John Sher:vii(?.Od ~{50:N_~port Cei:i_t\3r Dnve Newport Beach , CA 92660 APPIJCAi10N: SUB:JECT· . ' -APPUCAN'f: LOCATION; ACTl0N: Staff Approval No, ~A2007-009 (PA2007-160) Coastal Peak Park The Irvine Company 20403 E. Coastal Pe.9k APPROVEB .T_he ·n-~w p_u~l!c p_ark (CoaS~.1 Rea:k. Pa{k) 1'1'.aS. appr_ov_ed by the Co1,1nty of Orange through '.lan_01~g App!icatrons f A_ 00-0.111, PA 00-01·13, and PA 00-0114. Th e -active park aPpro'val rn duded, but was not li1711ted to. the foll~1:"!ng : an active sport field area, c"Ourt sport areas, a park~support structu_re f!ce, restroom fac1ltt1es}, a pa rkii"fg lot area, and the minimal necessary s~fety,and security lighting,. ' Jh_e proposf:l~_"Ch~nged Plan" submitted by the Irvine Company as required by the county 1s in s_ubstantra( conformance wrth the County's app rova l. Coastal Peak Park will.include the following amenities: restroom structure, two shade shelters, tot lot basketball court b ti' cages, two bas·eball fie lds with backsto ps and dugouts, picnic' areas and so~e-','"19, overlays. ' • 1e Approval of this "Ch~nge~ Pli'in" by the Planning Director does not include other approvals required to comply with City procedures. Sincerely, DavidL eno, Pl_anning Director By T/. ·.~· ::::1~-~-~ ~osse " unim Rl8nhir'!g 0epi;.i'rtme:nt Attacfimeht: Site Plan Cc: Clark ahd' Green Associates Atti1: Beth N.elson 150 Paularino Avenue #160 Costa ' Mesa,· CA 92626 ' ' ' ,_. ',;,.:J-- l·\:,.,,:•,.,:_ -' --. FUNDED BY: ASSESSMENT b DISTRICT 01-1 IMPORTANT NOTICE • Section 4216/4217 of the Government Code requires a DigAlerl ', ldentificaUon Number be issued Delore a "Perm~ to Excii11<1te' will -' be valid. For your OigAlert I.D Numtier call Underground Service ' Alert TOLL FREE 1'800-422-4133 ' • ' !> ' I . ' I ' ' t " ' \. I • . • ~ • 1 ' ·1 i' " ' ' two WO~ing dilys • ,,., \ , " "·ro· , , ,-•, 'f =reyoudig. ..,, ··I ,. •·•-~ ' ' ' I i~_:\, -. : _r ~'. ! ::1-, -: .;,:.:,.:'.'.:!, _.._·._,._ : . :_:.~ ~,~:~ . .,... ,,, .. r-------w™fi'viii'AP---------------:~m"wi'P""'----------r--------;::;:;;;;c;:;-;;-;:;;;:;:~--------·'----'--,-;;..;;::···;::·· ~-=~------'-'-=------"-'--"---~=-•• ·.: ... , • VIC INITY MAP SITE MAP CONSULTANTS SHEET INDEX •• •·· • ' , • • ', ·, ... ,: ~, r---~-:~/=---_-~~~;:=-::;;:---==--~TRA~c~T~164~63~;;:;--1======~~::=-~;.;,_:~~~===-=== :c,1,----r7L6A~N~DS~C~A~P~E~A~R~C~H~. l~TEEIC~Tf-----------------t-~IT~E~E~N~•G;IN~E·E~R~IN~GUP~LA~N~S:. --------------;-----.. ','. -~ ~: :t, ~ii-<oO -~'0- G 0 0 > ~ 00 0~'0J;... Nha .. , RIDGE PARK-ROAD EAST •,, CLARK.AN' o'GR.EEN ASSO.CIATES ' iti '(\f'. ·, •.-,,. ,v ~0rft OF VISTA Ri□GE ROAD 1 TITLE SHEET , ... fl' .... Jt. ,_¢,'_:· .. , . .__ _ ___,. NEWPORT BEACH, CA 150 PAULARINOAVENU~SU!TE '160 .-:·. ,_\. _, -'' ' . -;' l k:? : , ;,;,.·-_ ~'c-.,,,,,, _ COSTA MESA, CA. 92626 2-3 DETAI LS, GRADING AND GENERAL NOTES · Ii[' ll. ,,.;:, ,.s 1 • \ COYOTE CANYON ROAD (JN UNINCORPORATED '-~ , 4 EROSiON CONTROL PLAN , ; . ...;1 0 }: _,{' ORANGE cauNrrJ • PHONE,(714J434-98o3 FA)( (114)434-9109 5,s PRECis1: GRADING. ~''"N • . . i < 4;>' ,i ,ifrA1yspOf?-,. ·-I! ATTN:E}ETHNELSON/CHRlSWIRTZ r •U"\ /i,,-·· , .:, t,: ·o _:,/ t\ ,-. I •Ar10N coR ;; if ~'1::::s:c.•.•··PROJECT SJRUCTURAL-ENGINEER (SITE ITEMS ONLY) 1~:1J ~~~\ro13f:f1AoGJt~'tu~TRIPINGPLANS ;;:. ··• i ~ iti;i i' RI DOR •' , • cf 1 . CORREIA CONSULTING 16-18 GEOl'ECHNICAL REPORTS '' ':... '., U i ~..';-' :)f.· H\LLS ?,.U VISTA;..-_,-- RID RDAD NEWPORT COAST DRIVE GENERAL NOTES PROJECT LOCATION ii, LOCATION 16912 BOLSA CHICA ROAD, SUITE 101 19 SURVEY DOCUMENTATION ' -' ' ,, ,~ '" ''"'"'' "' ,, Ji ; \y ~\ HUNTINGTON BEACH, CA 92649 ·, "'"·''-'' ·' y..&. R\''-I"":'' lb"i ~-1 .l c 7,.:YA I PHONE:,{714) 840-5582 FAX: (7 14) 840-8691 ARCHITECTURAL PLANS \ -~' ~ ;~ .. ;~;~(i i? .;~} ~ , I,,<~ ATTN, WILLIAM CORREIA AO PROJECT DATA, SHEET INDEX, DIRECTORY,. VICI NITY MAP • 0. 4/· ')!I.'.' Pc~ ' ' ~ ~ _A' ~~~E~~E~~~1~AL ~ i!~~~~~~~titt~JS:: ::::::~::~F PLAN , SCHEDULES · ! f ;: •• ' ;';=~~rm\) -ii. 17991 FITCH A4 RESTROOM - EXT ERIOR ELEVATIONS AND SECTIONS ,;;,_, lli.::J' <;),!,·.· ,i>.u''i r, I IRVINE, CA 92614 AS SHADE PAVILION -PLANS , ELEVATIONS AND SECTIONS v, ,.._ l ~ PHONE: (949)442-2442 FAX: (949)476-8322 A6 INTERIOR ELEVATIONS ~';F · OO, ja:,.; • \-, ':\\\~:;,, u ATTN:TERRIWRIGHT A7 COLORS AND MATERIALS ,;,ilc::00<( f:3 •:§1.'l " ~ i.J.L. ® ' -CIVIL ENGINEER AD1 ARCHITECTURAL DETAILS 2i;., R ~ I.~ ,_,_,_'_ .. 111 Sil}_~,;;:; ~ TETRA TECH, INC. AD2 ARCHITECTURAL DETAILS ..., = 1 C:: '=:j•e, l I I I 162~1 LAGUNACANYDN ROAD, SUITE 200 ·w ,'. 1 ~ ::z._-,. [ji; 7 d<.!!,~ tzJ ~:~%~ ~~:(;;;.7099 FAX, (9491727-7097 STR~~~1URA~ESTROOM AND SHADE PAVILION FOUNDATION AND ROOF FRAMING PLANS • j • ;;;j !.:: g)( ' \ £\.'\ S-1 STRUCTURAL GENERAL N01ES AND STRUCTURAL DETA ILS 0 ,;;; ~-@t ,.. '\ ARCHITECT S-2 STRUCTURAL DETAILS , . 1-a: 1-Ill o; ·' rn 11:J, 0 ~ Ill' • I • I I I "-l. !fr~fE;iti~},~ PLU~!~JG PLUMBING FLOOR PLAN AND NOTES . ' ' §_,·,· .. I ~ ~..J ;: '" \ :\'i'~~1:i61;~~-:~i;AX (714)-260-8182 PLUMBING FIXTURE SPECIFICATIONS ' • ' ir·!<C (0 <( O }' \ II ELECTRICAL . C> 0 ~ I-l3,c ' ) ---------------------------------------------------------1 STRUCTURAL ENGIN EER (ARCHITECTURE ONLY) E1.0 BUILDING ELECTRICAL COVER SHEET , ! ;~ b ~ J_> • ( ~ftE;_H0,;~i~!0~~~b~RAL ENGINEER E2.0 BUILDING POWER AND LIGH TING PLANS z'_!i ! 8 8', 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FDR PUBLIC WORKS CONSTRUCTION ,' 1997 EDITION, AND SUPPLEMENTS TO DATE. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL DIMENSIONS, LOCATIONS, AND ELEVATIONS IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION . 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR , DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS UNLESS OTHERWISE SPECIFIED IN THESE PLANS. 4. CORRELATION OF DRAWINGS AND SPECIFICATIONS, IN ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS , QR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CbNTRACTOR'S EXPENSE. 5. DO NOT SCALE DRAWINGS. USE DIMENSIONS INDICATED EXCEPT ON IRRIGATION PLANS. 6, ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO WILL PLACE RESPONS IBILITY ON THE CONTRACTOR FOR CORRECTION. 7. PERMI TS, FEES, ETC: THE CONTRACTOR SHALL ARRANGE FOR THE BUILDING PERMIT AND EACH SUBCONTRACTOR SHALL ARRANGE FOR PERMITS FOR THEIR RESPECTIVE WORK. 8. CONTRACTOR SHALL PROVIDE AND MAINTAIN A 6' HIGH CHAIN LINK CONSTRUCTION FENCE WITH LOCKING GATES COMPLETELY AROUND PROJECT SITE. PRIOR TO INSTALLATION, CONTRACTOR SHALL SUBMIT A TRAFFIC PLAN SHOWING ACCESS/EGRESS TRAFFIC PATTERNS -AND GATE LOCATIONS TO THE CiTY OF NEWPORT BEACH PUBLIC WORKS DEPT, FOR APPROVAL. TEMPORARY FENCING WILL REMAIN UNTIL THE CITY APPROVE ITS REMOVAL. 12' WIDE GATES ARE REQUIRED FDR MAINTENANCE VEHICLE ACCESS, ORANGE,CA92667 PRiOR !OPERFORMiNGA1\Y LANDSCAPE ' ' ---I., PHONE, (714) 997-1145 FAX, (714) 997-3857 VIORi( IN CITY RIGHT-OF-'·','A'/ T TITLE SHEET -~ ATTN: TODD BROWN ~ , ' L ~ ~ ELECTRICAL DESIGN -BUILDING & SITE LIGHTING ,;~ i';~~~HMENf PERMIT -1.1 -t :1: ~gfC6~~iTJ?:M~~NLAYOUT PLAN ·~ __ ·_,,_. -,,c",,.,,..-, -• ow CONSULTANTS 1 ~,-:; t;'v ,' NED FROM TH[ L-2.1 - L-2. 7 CONSTRUCTION DETAILS .,.. : 2900 BRISTOL ST#C104 Uul, ~ORKS DEFARi.~{,\j L-3.1 -L-3.5 IRRIGATION PLAN c~~~A ~EsA, cA 92525 L-4.1 BUBBLER PLAN P E: 7141432-1343 FAX (7141432-1907 L-5.1 IRRI GATION DETAILS ATTN : MIKE DEMELLO I MARK BATES PLUMBING ENGINEER TAO ENGINEERING 1401 N. BATAVJA-ST#103 ORANGE, GA 92867 PHONE: (7 14) 538-3802 FAX: (714) 538-3812 ATTN: HUEY CAO UTILITY CONSUL TANT POWER PLUS UTILITY 22792 CENTRE DRIVE, SUITE 100 LAKE FOREST, CA 92630 PHONE: (949) 455-2640 FAX: (949) 455-2649 L-6.1 -L-6.4 TREE PLANTING PLAN L-7.1-L-7.4 S.HRUBPLANTINGPLAN L-8.1 PLANTING DETAILS AND NO TE S L-9.1 IRRIGATiON SPECIFICATIONS L-10 .1 PLANTING SPECIFICATIONS ES 1.0 ELECTRICAL COVER SHEET ES 2.0 ELECTRICAL SITE PLAN ES 2.1 ELECTRICAL SITE PLAN ES 2.2 ELECTRICAL SITE PLAN : ' ,'"',~:: -, ',1 ATTN: STEVEN CHENiER ~:-=:::--==,,--,--~-_,,_-=-=c+---~--_;;_---r--------------t----"----------------,---1----------,------~ .L----------~ • APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: I DIRECTOR OF COMMUNITY SERI/ICES DATE UTILITIES ENG!NEER/PROJECT MANAGER DATE • APPROVAL RECOMMENDED, GENERAL SERVICES DIRECTOR DATE - CITYDWG'NO.: · ~ .. . . I GOA.STAL PEAK PARK • coN8.rp.uc:no,N D,ocuMENTs •• AS-BU I LTS CITY Qf'f-J,E\3/P.ORT BEACf-! PUBLIC-~~RKS-~ER1RTMENT ' - 0 \t'ICINITY MAP • '.' HILLS t1,\l VISTA RIDGE ROAD NEWPORT COAST DRIVE SITE MAP TRACT 16463 RIDGE PARK ROAD EAST " OF VISTA RIDGE ROAD NEWPORT BEACH, CA (IN UNINCORPORATED ORANGE COUNTY) PROJECT LOCATION ~~PROJECT LOCATION • IRVINE -COMMUN . e • . RESTROOM BUILDING SHADE PAVILIONS PROJECT DATA PROJECT A DDRESS 20405 EAST GOA5TAL: PEAK NEV'IPORT BEACH, GA RESTROOM BUILDING AREA, OCCUPANCY, GON5TRUGTION TYPE, FIRE SPRINKLERS, STORIES 1,123 SQ.FT. ~ s TYPE VN NO I STORY SH ADE PAVI LION AREA, OCGUP ANGY, GONSTRUC.TION TYPE: FIRE SPRINKLERS, STORIES 625 SQ.FT. U-2 TYPE VN NO I STORY APPLI CABLE CODES 2001 CALIFORNIA BUILDING GODE 2001 CALIFORNIA MECHANIC.AL CODE 2001 CALIFORNIA FLUMBIN6 GODE 2004 CALIFORNIA ELECTRIC.AL GODE AND TITLE 24 2001 NATIONAL FIRE GODE 2005 CALIFORNIA ENER6Y EFFICIENCY STANDARDS CONTAC T PERS O N DAVID SHEEGOG DAVID SHEEG06, ARCHITECT "168 S. LADAN LANE ANAHEIM, C-A "12808 114-813-1"11"1 DOCUMENT SUMMARY THIS SET OF PLANS TOGETHER /l'IITH THE SPEC.IF IC.ATION BOOK DESCRIBE THE HORK TO BE PERFORMED TO C.ONSTRLICT THE RESTRROM BUILDING, SHADE PAVILIONS AND SITE LIGHTING FOR THE COASTAL PEAK PARK. THE FOLLO/l'IING DISCIPLINES ARE INCLUDED, I. ARCHITECTURAL 2. STRLICllJRAL 5. MECHANIC.AL 4. PLUMBING 5. ELECTRIC.AL DOGUMENTS NOT INCLUDED IN THIS SET REQUIRED TO CONSTRUCT THIS PROJECT INCLUDE, BUT M.ta.Y NOT BE LIMITED TO, I. PRECISE GRADING PLAN 2. SEHER AND Y'tATER PLANS 3. LANDSCAPE ARCHITECTURE 4. GEOTEC.HNIC,AL REPORT NO. "1804B-23 DIRECTORY OWNER IRVINE C..OM1'-fl.JNITY DEVELOPMENT COMPANY 550 NEHPORT C-ENTER DRIVE, SUITE 900 NEV'IPORT BEACH, CA "12660 TEL ("14"1) 120-25€>8 FAX ("14"1) 120-26"12 JOHN SI IERHOOD ARCHITECT DAVID SHEE606, ARCHITECT "168 S. LADAN LANE ANAHEIM, CA "12808 TEL (114) 813-1"11"1 FAX (114) 280-8182 DAVID SHEE:606 STRUCTURAL ENG INEER DALE CHRISTIAN STRIJGllJRAL ENG-INEER 1144 JIil. KATELLA AVE. 101 ORAN6E, CALIF. "12€>61 TEL (114) q,:n-1 145 FAX (114) "1"!1-3851 TODD BROHN ELECTRICAL DE SI GN DH CONSULT ANTS 2"'!00 BRISTOL STREET COSTA MESA, C-A "12626 TEL (114) 432-134.3 FAX (114) 432-1"101 HIKE DEMELLO GEOTECHNICAL ENGINEER NMIS GEOTECHNICAL, INC-. 17"1"1I F ITCH IRVINE, CA "12614 TEL (<i4"'!) 442-2442 FAX ("14"1) 416-B322 TERRI HRl6HT LANDSCAPE ARCHITECT CLARK AND GREEN ASSOCIATES 150 PAULERINO AVENUE, SUITE 160 COSTA HESA, CA "12b2b TEL (114) 494-<i803 FAX (114) 434-"110"! SETH NELSON CIVIL ENGINEER TETRA TECH, INC. 16241 LAGUNA CANYON ROAD, SUITE 200 IRVINE, CA "1.2618 TEL ("14"1) 121-10"1"1 FAX ("1¥1) 721-70"!1 RINA ADJONIAN DER ALEXANIAN PLUMBING ENG INEER TAD EN6INEERIN6 1401 N. SATAVIA ST. !tl03 ORANGE, CA "12867 TEL (714) 53B-:3B02 X l:3 FAX (114) 53B-3812 HUEY CAO LOCAL JURISDICTI ON CITY OF NEV'-IPORT BEAC-H 3900 NEV'-IPORT BLVD. BUILDING C , 2ND FLOOR NEHPORT BEACH, CA TEL ("1 4"1) €>44-3215 FAX ("i4'i) t,44-3250 SHEET INDEX ARCH ITECTURAL AO PROJECT DATA, SHEET INDEX. D IRECTORY, VICINITY HAP Al GENERAL NOTES, SYMBOLS AND ABBREVIATIONS A2 ARCHITECTURAL SITE PLAN A3 RESTROOM -FLOOR PLAN, SLAB PLAN, RCP, ROOF PLAN, SC.HEDULES A4 RESTROOM -EXTERIOR ELEVATIONS AND SECTIONS A5 SHADE PAVILION -PLANS, ELEVATIONS AND SECTIONS Ab INTERIOR ELEVATIONS A1 COLORS AND MATERIALS ADI ARCHITECTURAL DETAILS AD2 ARCHITECTURAL DETAILS STRUCTURAL SI-I RESTROOM AND SHADE PAVILION FOUNDATION AND ROOF FRAHIN6 PLANS 5-1 STRUCTURAL GENERAL NOTES AND STRUCTURAL DETAILS 5 -2 STRUCTURAL DETAILS PLUMBING PR-I PLUMBING FLOOR PLAN AND NOTES PR-2 FLUMBIN6 FIXTURE SPECIFICATIONS ELECTRICA L EI.O BUILDING ELEC-TRICAL COVER SHEET E2.0 BUILDING POHER AND LIGHTING PLANS AS-BUILTS RE\/ISION & & & & & & In & & & & & SHEET NAME Sheet Index Directory Project Data Document ·summary Vicinily·Map ARCHITECT'S PROJECT NUMBER -2006:'-05 ISSUE DATE JULY 25, 2001 PURPOSE-:FOR ISSUE SID.SET • SHf:ET NUMBER AO • • • • , I A A.B. ABV. NG A.C. AC..OUS. Ac..T. A,>. A,>J. AF.F. A6'6'R. A IA AISG ALUJ-:1. ALT. ANOO. ANSI APPROX. ARCH. AsrH AUTO. AYE. B BAn, OD. BEL BITl.JM. BLDG. BLI<. BLIC6. 8 .M. BM. B.N. BOT. BR/BDRM. B'1J 611JH G GAB C.B. GG d:E.C. CEM . C.F. C-.F.M . C.I. CL6. C-LKG. GL. CLR. G,nJ ·c..o. C.0.T.G>. . COL C.OMB. COMBq.,' COMPO:,-.: • coMPT, ·: wNC.. C.ONST. CONT. CONTR. GORR. GPT. G51 C-.T. GTR. CTSK. :, .. C.V'I. C.Y. D D. D. DB. DEFT. DET. or. D.F. D IA6. D IM. gr-sw. DN. D.P. DF.5. DR DRES5. D.S . D.V. D.W. Dv<G. Di-'!R. e E EA. E.J. ELEV. El.EC. EMER. E.N. ENCL E.P. EG. EQUIP. . EST. E.W.W.M. EXH. EXIST. ExP. EXT. F . F.A. F.A.U. F.D. FDN. F.E. F.F. F.6. F.H. FHA F.H.C. FIN. F.6. FIX.6L. FIXT. F.J. F:L FL..R FWOR. F.N. F.O.B. F.O.C.. F.O.F. F.O.H. F.0.5. FPRF. F.5. FT, FT6. FURR ABBREVIATI ONS ANCHOR BOLT ~w~NDITl0NIN6 ASPHAL TIC CONCRETE AC..OUSTIC. ACOUSTIC. TILE AREA DRAIN ADJJSTABl:..E ABOVE FINISH FLOOR A(S,GRJ:6ATE AMERICAN ·l NSTITUTE OF ARGHITEC-T5 . AMERICAN' INSTITUTE OF STEEL CON5TRIXTION ALUMINUM ALTERNATE ANODIZED ~;.~~Jk~~TE APPROX I HATE ARGHITEC.TIJRAL AMERIC.AN. 50CIEn' FOR TESTING HATER'IAL5 AUTOHATIC AYENIJE BATHROOM BOARD BELO)'; B l11Jt-11NOUS 61.JILDING BLOCK BLOCKIN5 BENC.H MARK BEAM SOUNDARY NAILING BOTTOM BEDROOH BRIT ISH THERMAL UNIT BRITISH THERMAL UNITS PER HG!!R GA91NET CATGH BASIN C.USIC CENTIMETER "CALIFORNIA ENERGY COMHISSION CEMENT CUBIC FOOT (FEET) CUBIC FEE'r PER Hll'VTE CAST IRON • ~,iJ}{~N5 GLOSET GLEAR GONC,RETE HASONRY UNIT GLEAN OUT CLEAN OUT TO 5R,1>,DE COLUMN COMBl/STION COMBINJ\TION COMPOSITION COMPARTMENT CONCRETE . CON5TRJ.JC,TION CONTINUOUS CONTf';.A.C,:rOR CO!-?.~IDOR CARPET , C_ONS~TION SF'EGIFICATION INSTl11JT'E GERAMIC TILE CENTER" _ CO!JNTERSINK COLD i'{A TER CUBIC YARD DEEP DR'r'ER DECIBEL DEPARTMENT DETAIL DOIJGLAS··FIR DRINKING FOUNTAIN DIA50N,4.L DIMENSION DIMMER SV'ilTCH DEAIJ LOAD DO>'<N DAMP PROOFIN5 DOUBLE POLE ~ SHELF DOOR DRESSING ROOM DOl"IN SPOUT DRYER VENT DISHWASHER DRAr-llN6 DRAWER EAST EAGH EXPANSION JOINT ELEVATION ELECTRICAL/ELECTRIC EMER5-ENCY ED5E NAILIN5 ENCLO!:VRE ELECTRIC PANEL EQUAL EGUIPMENT ESTIMATE ELECTRIC.ALLY V'iELDED /i'IIRE MESH EXHAUST EXISTIN5 EXPANSION EXTERIOR FIRE ALARM FORCED AIR UNIT FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FINISH FLOOR R.IEL GAS FIRE HOSE FEDERAL HOUSIN5 ADMINISTRATION FIRE HOSE CABINET FINISH FINISH 5RADE ~i~iJLA55 ~tg~~l~IST FLOOR F(IJORESC,ENT FIELD NAILIN6 FACE OF BEAM FACE OF CONCRETE FACE OF FINISH FACE OF HASONRY FACE OF SilJD FIREPROOF FLOOR SINK FEET OR FOOT FOOTIN5 FURRING G G. GA. GAL. ISALV. G.B. G.D. 5 .F.I .C. GL 6 .L.6. GR. G.S. 5YP. 5YP.BD. H HB. H.C-. H.D. HDBD. HDR HDl'i, HD)'{D. HGT. H.M. HORIZ. HR HJD H.VA.G. Hl'i. HVO'. IGOO I.D. IN. INCL INS.UL INT. I.P. J JAN. JST. JT. K K.D. KIT. KO. K.P. K .P . L LAB, l.~. LAM: LAUND. LAY: LB. LBJL:.65. LIN. t.lN.FT. LL L:C. LT. LUM. LOW. M M. MM. MAS. MATL, MAX. M.El. M.G. MECH. MED. HET. MEZZ. MFR. M.H. HIN. MIR. MISC.. MLDIS . M.O. MOD. M.P. M.P.5. M.R. MW. ,nJLL N N. N.A. NAT. N.I.G. NO. NOM. N.5. N.T.5. 0 O.A. o.c. O.D. OFF. O.H. OPNIS. OF'f".. O.SA. oz. Oh. p PAN. PAR. P.6. P.G.F. l'='.H PH. PL P.L. PL6L, PLAS. PLAS.LAM. PLY!"!D PR PREFAB. PROP. P.5.F. P.S.I. PT. PTD. P.T.D. F.T.D.F. F.T.D.lR. PVMT. Pf'iDR. !SAS. G:AU6E ISAL.l0N GALVANIZED 6RAB!3AR GAR6A6-E DISPOSAL ISROUND F/i.lJL T INTER'-Wf'TER GIRC(JIT ISL.ASS 6-LUED LAMINATED SEAM .6RADE ·,S,iia_,VANIZED STEEL GYPSUM ISYPSIJM AALLOOARD HOSE 6 166 HOLLOV'i CORE HAND DRYER HARDBOARD ~~~RE HARbl'iOOD HEIGHT HbLLOl'i MET AL HORIZONTAi. HOVR DEPARl"MENT Or HOLl51NIS AND l/f<6AN DEVELOPMENT HEATIN5, YENTILATINIS, AND AIR C.ONDITIONIN6 HOT AATER HIISHWAY INTERNATIONAL CONFERENCE OF' Elti1LDIN6 OFFICIALS INSIDE DIAMETER INCH INCLUDE INSULATE OR INSULATION INTERIOR IRON PIPE JANITOR'S C.LOSET JotST JOINT KILN DRIED KITCHEN KNOCKOUT KIGK PLATE KING POST LAOORATORY LADDER LAHINATE LA!/NDRY LAVATORY LAG BOLT POUND/POUNOS LINEt,l LINEAR FOOT/FEET LIVE LOAD L,IIJJNDRY CHUTE ~~Jaus LOlJYER METE< HILL I METER MASONRY MAreRIAL MAXIMUM· MACHINE BOLT MEDICINE CABINET MECHANIC.AL MEDIUM METAL MEZZANINE HA1'UFAGT1.IRER MAN HOLE HINIMLJM MIRROR Ml5C-ElLANEOU5 MOULDIN5 MASONRY OPENING ~ge~~~~~ON MINIMUM PROPERTY 5TANDARD5 MOISTu'R.E RESISTANT MOUNTED MULLION NORTH NOT APPLICABLE NAniRAL NOT IN CONTRACT NUMBER NOMINAL NON SLIP NOT TO SCALE OVER ALL ON GENTER OUTSIDE DIAMETER OFFICE OVERHEAD OPl:NINIS oPPOSITE OUTSIDE AIR OUNCE 06SGURE ISLASS PANTRY PARALLEL pusH BUTTON POI.INDS PER CUBIC FOOT ~t~ HARDAARE Pt.ATE ~fi~r~NE F'l.ASTIC P!.:/45TIC LAMINATE PLYY'IOOD PAIR PREFABRICATED PRQP,ERTY POUNDS PER 5GIJARE FOOT POUNDS PER SQJARE INCH PO INT PAINTED PAPER TOl-'IEL DISPENSER PRESSURE TREATED DOl)ISLA5 FIR PAPER TOl1EL DISPENSER AND RECEPTACLE PAYEJ':1ENT PO)'{DER ROOM a G.T. GT. " R. R. 4 0 . RAD. RAFT. RA.IS. R.G.P. RD. REF. REFR. REG. REINF. REGO. RET. REV. RM. R.O. R.5. R/5 RlJB. R.O~. 5 5. 5. 4 P. 5.A.5. 5.C. 5.C-.D. 5GHED. SECT. 5El. STR. 5.f. 5HR 5HT. 5HT5. 5.1. SIM. 5L SL.ISL. SM. DET. 5.N.D. 5.N.R. SPEC. 5P5 5". 5.5. 5. 5TL 5T. 5TI.. STOR. 5TRIJG. SJSf'. 5YM. SYS. 545 SP T T. T. T4B T 4 & TB. T,O. T.C.. T,O. TL. TEL. TEHf'. THK. T.P. T.P.H. TRAN. T.5. T.5 , T-STAT T.I(. T.Y-1. n'P. TOA u U.6.G. UL UNIF. U:N.O. V V.C.P. VENT. VERT. YEST. V.5.D.B. VOL. Y.T.R Y.T.V'i. " " " "· >1/ Vi.G. ""· "" """ V'-1.F. V'-!.H. V'-!.I. Vi .I.CL. WO l'i.P. l'i.R. V'-!.R. "5GT. H.T. ST. SYMBOLS • • I QUARRY TILE QUART RISER RANISE AND OYEN RADIUS RAFTER RETURN AIR ISRILL REINFORGED GONC-RETE PIPE ROOF DRAIN F-iEPERENC-E REFR.IISERATOR REGISTER REINFORCED (IN5) REOOIRED RE'1JRN REVl510N ROOM ROUSH OPENINIS ROLLER SHADE RE5AV<N RlJBBER Rl6HT Of WAY soun, SHELF AND POLE SUPPLY A IR ISRILL SOLID GORE SEAT COVER DISPENSER SCHEDlJLE SECTION SELECT 5TRIJC-i1JRAL SGlUARE FOOT (FEET) ""'""" SHEET SHEATHINIS SGlUARE INCH SIMILAR SLOPE SLIDINIS GLASS SMOKE DETEC-TOR SANITARY NAPKIN DISPENSER SANITARY NAPKIN RECEPTACLE SPEGIFIGATION , SINGLE POLE AND SHELF SQUARE SINISLE STRENGTH STAINLESS STEEL STREET STEEL STO~ STRl.lC-ilJRE SUSPENDED SYMMETRICAL SYSTEM SURFACED FOUR SIDES SPRINIS POINT TOILE't- TRE~ TOP AND BOTTOM TONISUE ·AND ISROOVE TOY'IEL 6AR: TERRA GOTTA TIME CLOCK· TOP Of CURB wire~!{b~~GRETE ~RED-· . . Tl;llC.K'.O~·tHIGKNESS !~!~~groER :;:g~.gr~[ftlNG THERMOSTAT TELEVISION TOPOFl'iALL TYPICAL TOP OF ARC.H UNIFORM BUILDINIS GODE LINDERNRITERS LABORATORY UNFINISHED UNLESS NOTED OTHERYilSE VITRIFIED GLAY PIPE VENTILATOR OR VENTILATE VERTICAL VESTIBULE VERTICAL ISRAIN DOJ5LAS FIR VOLUHE VENT THRoLl6H ROOF VENT THROIJGH V'iAil l"-IASHER YEST l'ilDE "'"' WATER CLOSET "°OD f'l!ASHER/DRYER V'-IINDOl'i l'ilDE FLAN6E WATER HEATER V'-IROUGHT IRON f'l!ALK-IN CLOSET V'-IITHOIJT V-IEA THERPROOF 1-'tASTE RECEPTACLE V'iATER RESISTANT ViAINSC-OT ViA TERTIISHT l'iEIISHT ANP AT PER Gu ~ 5:12 ) SYMBOLS SECTION GL/T DETAIL REFERENCE SHEET ON l'iHIGH DETAIL APPEARS DOOR SYME!OL l'ilNDOv-1 OR LOlNER SYMBOL INTERIOR ELEVATION REFERENCE AND SHEET ON l'iHIGH ELEVATION APPEARS CHANGE IN. VERTICAL ELEVATION VERTICAL DATUM REFERENCE ROOF FITCH 22" X 30' ATTIG ACCESS WALL LEGEND //2?7/,ij//,,'/,½ e,xe,xlb MASONRY PRECISION BLOCK GENERAL NOTES 2e,. SOFFIT t EAVE VENTS SHALL NOT ocaJR V'-IHERE PROH IBITED BY CODE DUE TO PROXIMITY OF OPENINIS5 AT PROPERTY LINES OR AREA SEPARATION l'iA.LLS. 2"1. ALL EXTERIOR PLASTER (SnJC..C,0) SHALL BE MINIMUM 1/8" THICK l'ilTH T)'!Q LAYERS Of 6-R.,l>.DE 'D' PAPER LINDER STUCCO r"'!HERE OCCURS OVER PLY/i'IOOD SHEATHING. C.BC 2506.4, 250B (MINIMUM) SEE SPECIFICATION FOR TYPICAL UNDERLAYMENT REQUIREMENTS. ALL CORNERS SHALL HAVE "'10 DEGREE FINISH 50. ALL i"!ORK SHALL COMPLY l'ilTH THE REQUIREMENTS FOR ACCESSIBILITY AS SET FORTH IN THE G.6.G., AND ON SHEET A2, AND ELSEHHERE IN THE PLANS. 91. ALL l"<.ALKY-IAYS AND SIDEl'iALK5 ALON5 ACCESSIBLE ROLITES OF TRAVEL SHPJ.L M BE GONTINIJOI.ISLY AC,C,ESSIBLE, (2) HAVE MAXIMUM 1/2" CHANISES IN ELEVATION, (3) BE MINIMUM 48'' IN. l'ilDTH. (4) HAVE A MAXIMUH 2% CROSS SLOPE, AND (5) V'iHEN NECESSARY TO CHANGE ELEVATION AT A SLOPE EXC:et'DINIS 5% (I.E., 1,20) SH.A.LL HAYE RAMPS COMPLYING v-llTH C-.6.C-. 1001, 1101 92. AS A ISENERAL RULE ALL PORTIONS OF THE BUILDING ARE INTENDED TO BE OF EQUAL OUALITY AND TYPE OF GONSTR!JC.TlON; ANY DETAIL OR CONDITION IND ICATED, SPECIFIED, DETAILED OR REFERENCED IN ONE AREA OF THE BUILD ING SHALL BE CONSIDERED TO APPLY IN ALL SIMILAR GOND ITION5 IN ALL elllLDINISS. IN THE EVENT Of A D ISCREPANCY, NOTIFY THE ARGHITEC-T FOR CLARIFICATION, 35. .A.LL BATHROOM EXHAUST FANS, JI-IHERE REQUIRED, SHALL DISCHARGE TO TI-IE EXTERIOR. B4. CONTRACTOR SHALL PROVIDE AND INSTALL ALL FLOOR, ROOF, AND DECK SHEATHINIS IN ACCORDANCE J.",ITH THE 51'RLIC-T\JRAL REQUIREMENTS HEREIN AS l'IELL AS IN CONFORMANCE l'ilTH ALL l'IRITTEN. REQUIREMENTS OF MANUFACTURERS AND/OR INSTALLERS OF ViATERPROOFINIS, FLOOR UNDERLAYMENT, AND ROOF INIS MATERIALS. ARCHITECT SHALL BE NOTIFIED OF ANY CONFLICTS IN THESE REQUIREMENTS. BS. CONTRACTOR SHALL PROVIDE ALL BAGKINIS AND/OR BLOGKIN6 FOR ALL LIISHT Fl.::<TURES, FIRE SPRINKLERS, METERS, ELECTRICAL PANELS, IRRIGATION C-ONTROLLERS, TELEPHONE EG:IJIPHENT, Sl5N5, HARDl'!ARE AND SIHILAR APPAR.AiUS. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO REYIEl'i DOC.UMENTS FROM ALL Dl5GIPLINE5 AND TO COORDINATE THE INST.Ail)ITION OF THESE ITEMS. 56. FINISH GRADE, TOP OF SLA9, AND SIM ILAR NOTES RELATIVE TO CIVIL ENISINEERING ELEVATIONS ARE APPROXIMATE ONLY; CONTRACTOR 15 RESPONSIBLE FOR COORDIN.A.TING /i'IITH CIV IL DRAY'-IINISS AND FOR BRINISIN5 ANY DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT AND CIV IL ENISINEER PRIOR TO CONS1'RLICTION. 31. ANY PL Yl"lOOD SHEAR PANELS ON THE EXTERIOR SIDES OF A WA.LL SHALL RECEIVE 2 LAYERS OF 61JILDIN6 PAPER (MINIMUM) PER U.6.G. 2506.4 t 2SOb.5; SEE PLASTER SPECIFICATIONS FOR TYPICAL L/NDERLAYMENT REGIJIREMENTS. 3B. AT REST ROOMS IN RECREATION BUILDINIS PROVIDE 1/4 " THICK 12" HEN'S AND /i'!OMEN'S GEOMETRIC 5l1SNS ON DOORS; SIISNS St-lALL BE MOLIN.TED 60" ABOVE THE FLOOR, ALLOl'ilN5 APF'ROACH TO l'ilTHJN B FEET; ALSO, PROVIDE RAISED"LETTER BRAILLE SIISNS ON THE OUTSIDE LATCH. S"l. INSULATIOf.l INSTALLER SHALL C-0MPLETE A CERTIFICATE GERTIFYINIS PROPER INSULATION INSTALLATION. POST IN A CONSPICUOUS· PLAGE·IN 61.JILDING PRIOR TO FINAL CERTIFICATE OF OCCUPANCY. 40. ALL.DOORS SHALL BE EQUIPPED l'ilTH SINISLE EFFORT, NON-GRASP HARDl'i.ARE (I.E., LEVER) CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR G.B.G. 1004.3.1. 4 1. CONTRACTOR SHALL SE RESPONSIBLE FOR COORDINATION OF ALL ~:~~ri:1~~'.:~~-:~i-~~=;i!~~~~~C. ARE F'ROViDED. c·ON1R.k:r,Oi:f SAA!.:.L NOt1F'f 01-"iNER AND ARCHITECT oF • ' . ' ' ' . . ANY SJc.H DISC.REPANG IES ,PRIOR TO C.ONS1'RLIGTION. 42. P!-?.OYIDE ALL ATTIG AC-GESS HATCHES !iS REQUIRED 6Y C.B.G. 45 ALL J/IIATER HEATER PRE551.JRE-TEMPERATI!RE RELEASE VALVE AND CONDENSATE DAAIN DISC-HAR6E PIPIN5 SHALL 6E PER ALL APPLICABLE CODES AND ORDINANCES. 44. CONTRACTOR SHALL v'EF<IFY ALL EQI.IIPMENT AND FIXTIJRE SIZES AND ARRANISEMENT, PRIOR TO CONSTRUCTION. GONTRAGTOR SHALL ENSURE THAT C.LEARANGES, AS REQUIRED BY CODES AND ORDINANCES, SHALL BE PROVIDED AND MAINTAINED. CONTRACTOR SHALL NOTIFY Ol'iN.ER AND ARCHITECT OF ANY SUCH Dl5GREPANCIES PRIOR TO GONSTRLJGTION. 45. CONTRACTOR 15 RESPONSIBLE FOR ALL OF ITS "DE515N-61JILD" SUBCONTRACTORS AND SHALL COORDINATE THEIR /l'IORK l'ilTH ALL OTHER GONSTRIJCTION DOC,l,.IMENTS. 4b. ALL SHOV-IERS SHALL HAVE SMOOTH, HARD, NON-AB50RBANT !:VRFAGES. 41. CONTRACTOR SHALL OBTAIN HEALTH DEPARTMENT APPROVAL OF ALL S~IMMIN6 POOL AND SPA DRAJl111Nr55 PRIOR TO C..ONSTRIJCTION. 4e,_ PROVIDE FISER C.ANTS AND IS.I. CRICKETS ON ROOF /i'IHEREVER REG'JIRED TO PROVIDE COMPLETE DRAINAISE OF THE ROOF, r-lHETHER OR NOT SUCH CRICKETS ARE SHOY-IN ON THE PL.ANS. 4"'1. VENT PIPE OUTLETS SHALL BE LOC-ATED 51.JGH THAT VAPORS ARE RELEASED AT A SAFE POINT OUTSIDE OF BUILDINISS AND NOT LE;,$ THAN 12 FEET ABOVE ADJACENT GROUND LEVEL. VENT OUTLETS SHALL BE LOCATED 5lJGH THAT FLAMMABLE VAPORS v-llLL.NOT BE TRAP!fED BY EAVES OR OTHER OBSTRUCTIONS AND SHALL BE AT LEAST 5 FEET FROM BUILDINIS OFE'NINISS OR PROPERTY LINES OF PROPERTIES THAT GAN BE 61.JILT ON. (60TH NORMAL AND EMER6ENC-Y VENT FROM THE PRIMARY TANK MUST MEET THIS REQUIREMENT}. I. THESE CONSTRl.lC.TION DOCUMENTS ARE THE PROPERTY OF DAVID SHE:EGOG-, ARC-HITEGT AND SHALL NOT BE USED FOR ANY RJRPOSE OTHER TMAN THE )'!ORK SHOl'iN HEREIN. 2. NO GHAN/SE'> SHALL BE MADE TO THESE DRAl"IIN55 l'ilTHOUT THE KNO!"{LED5E AND CONSENT OF THE ARGHITEGT/ENISINEER l'IHOSE 515NAi1JRE Af'f'EARS HEREON. ARCHITECT/ENGINEER ASSIJMES NO RESPONSIBILITY FOR ...ORK DONE DIFFERENTLY THAN INDICATED HEREIN. S. ALL ~K, CONSTRUCTION AND MATERIALS SHALL COMPLY l'ilTH ALL PROVISIONS OF ALL NATIONAL, STATE, AND LOCAL CODES AND ORDINANCES 50YERNIN5 THE PLACE OF THIS )'!ORK. THESE PLANS DO NOT C..ON.TAIN ALL THE PROVISIONS OF THE5E CODES AND ORDINANCES. IT 15 THE RESPONSIBILITY OF ANYONE !:VPPL Y IN6 LABOR, MATERIALS, OR. BOTH TO BRINIS TO THE ATTENTION OF THE OV'iNER AND THE ARCHITECT ANY C..ONFLIGTS OR Dl5GREPANGIE5 BEll-'EEN THESE GONSTRl.lGTION DOCUMENTS AND THE CODES AND ORDINANCES, OR ANY Dl5GREPANGIES OR CONFLIC.TS CONTAINED /i'IITH IN THESE CONSTRUCTION DOC.IJMENTS. THE ARGHITEGT v-llLL ISSUE A CLARIFICATION FOR THE USE BY THE CONTRACTOR. IN RESOLVING !:VCH DISCREPANCY OR CONFLICT. ANYONE SUPPL Y ING-LABOR, MATERIALS, OR BOTH 15 RESPONSIBLE FOR PROVIDIN5 SUCH LABOR AND MATERIAL IN COMPL IANGEv-llTH ALL NATIONAL, STATE, AND LOCAL CODES AND ORDINANGES, l'iHETHi:R OR NOT IT 15 CORRECTLY SHOl"IN HEREIN. 4. TI-IESE CON5TRIJC-1"10N DOCUMENTS 00 NOT CONTAIN THE NECESSARY GOMPONENTS FOR GONSTRl./c.TION SAFETY. 5. DIMENSIONS AS INDICATED ARE THE DIMENSIONS TO BE USED FOR CONSTRl.lGTION. DO NOT 5GALE THE DRAHING-5. CONTRAC-TOR SHALL VERIFY ALL DIMENSIONS FOR THE l"IORK PRIOR TO rnE LAYCUT OF THE l'iORK, AND SHALL BRIN6 TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCY OR CONFLICT IN THE Fl61JRED DIMENSIONS. 1"HE ARCHITECT l'ilLL 15!:VE A GLARIFI C-ATION FOR THE USE BY THE CONTRACTOR IN RESOLVINIS SUC.H Dl5GREPANGY OR CONFLICT. MORE RESTRICTIVE REQUIREMENTS HAVE PREC-EDENGE. LAR6E SCALE DRAY'-IINGS HAVE PRECEDENCE OVER SMALL SCALE DRA.Jl'\IN65 AND DIMENSIONS HAVE PRECEDENCE OVER SCALE, UNLESS SPECIFIC.ALLY NOTED OTHERYilSE. 6. NO FRAMINIS OF ANY TYPE 15 TO BE CONGEALED PRIOR TO THE APPROPRIATE INSPEGTION BY GOVERNING AISENC-IES. 1. REFERENCES TO ANY DETAIL OR DRAY'IINIS 15 FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLIGATION OR USE OF ANY DETAIL OR DRAHINIS. B. EXISTING 6RADE5, DIMENSIONS, AND ALL OTHER CONDITIONS AT THE JOB SITE SHALL BE .VERIFIED BY THE CONTRACTOR PRIOR TO 51.JBMITTIN6 A BID FOR THE )'!ORK, SINGE SUC.H BID SHALL TAKE INTO CONSIDERATION ALL SUCH EXISTINIS CONDITIONS l'IHIGH MAY AFFECT THE t,i,ORK. THE GONTRAC.TOR SHALL BRINIS TO THE ATTENTION OF THE Ol'iNER AND THE ARCHITECT ANY CONFLICTS OR DISCREPANCIES BEMEEN THESE C-ONSTRl.lGTION DOCUMENTS AND THE CONDITIONS EXISTIN5 AT THE JOB SITE. THE ARCHITECT v-llLL ISSUE A CLARIFICATION FOR THE USE BY THE CONTRACTOR. IN RESOLYINIS SUGH DISCREPANCY OR CONFLICT. '· 10. II. 12. 14 . lo. ALL DIHENSIONS ARE TO THE ROUGH FACE OF CONCRETE, ROUGH FACE OF MASONRY OR ROUISH FAC.E OF STUD, UNLESS NOTED O~ISE. SEE CIVIL, AND/OR LANDSGAPi= DRAY'-IINISS FOR ALL ISRADE5 AND ·s lTE V'IORK. STRUc.ilJRAL DRAl'ilNGS. SHOl'i STRUCTURAL ELEMENTS ONLY. ARC.HITEGTURAL DRAYllN55 . 51-iOl'i CONCEPT fRAMiNG ONLY. GEi LiNGS, SOFFITS, NONBEARIN6 l'iALLS, BLOGKll:J<S, 6RID51N5 AND BAOKIN.6-SHALL BE PRbVIDED FER CBC CHAPTER 1. PROVIDE ALL ELEMENTS NECESSARY FOR A COMPLETE F,'RAMED sTRtJC-TIJRE. DETAILS AND NOTES Al-iE NOT INTENDED ·.To c.dNi'RADIC.T MAAUF..fGJ't.lRERS INSTALLATIC/N:INSmitlONS. ALL APPLIANCES, EQUIPMENT, FIXTURE5, ETC. SHALL:-BE.INSTALLED'l)if'!;,TRICT COMPLIANCE HITi+:M.A,NUFAGT\JRER'S" RECOMMENDATIONS. i::-ONSTRJ.lc.Tli?N _DOCUMENTS SHALL SUPERSEDE, MANUFAGilJRER'S RECOl:'IMENDATIONS ONLY v-lHEN THEY EXCEED ,THE REQUIREMENTS 'SET FORTH BY THE MA1"1Uf:;AGTIJRER. ' ,.' ALL C-ONDITION5 AND/OR DETAILS NOT SHOl'iN ARE TO 6E SIMILA& IN _ C-HAFAC-TER TO TttqSE.1-':'1!-!IGH ARE SHOl'iN. l'iHERE SPECIFIC DIMENSIONS, DETAILS, OR DESIISN l\':ITE\':IT CANNOT BE DETERMINED, CON"f'RII-C.TOR SHALL CONSULT THE ARGHITEGT BEFORE PROGEEDIN6'1'ilTH THE l"lORK. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT MOLECULAR ElREAKDOl'iN. ALL )'!DOD FRAMINIS IN PROXIMITY TO EARTH OR CONCRETE SHALL BE TREATED AND/OR PROTECTED IN STRICT COMPLIANCE J.",ITH CBC, CH. 14 t 1:3. THE USE OR REPRODUCTION. OF THESE CON51'RLIGTION DOC.UMENTS BY ANY CONTRACTOR, SUBCONTRACTOR, FABRICATOR; INSTALLER, OR PROVIDER Of MATERIALS IN LIEU OF PREPARATION OF SHOP OAAYIIN6S 15 STRICTLY PROHIBITED. 11. ALL SOILS AND FOUNDATION ViORK SHALL BE PERFORMED LINDER STRICT COMPLIANCE WITH RECOMMENDATIONS OF THE SOILS REPORT PREPARED BY THE GEOTEGHNIGAL EN6INEER OF RECORD. 18. PROVIDE FULL INSULATION AS REQUIRED BY TITLE 24 ENERGY CALCULATIONS. I"!. DETAILS Of SHEET METAL FLASHING, GOPIN6, CRICKETS, SADDLES, ETC:. ARE CONCEPTUAL IN ~T\JRE; CONTRAC,TOR SHALL PROVIDE ALL SHEET METAL ITEMS IN STRICT COMPLIANCE r-llTH INDUSTRY STANDARDS, PER SMAGNA RECOMMENDATIONS, AND AS REQU IRED TO FORM A l"-IATERTIGHT BIJILDINIS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY BLOGKIN6 OR BAGKIN5 REQUIRED TO 9.JPPOR.T AND/OR PROTECT SHEET HETAL FjWM DAMAISE 60TH DURIN5 AND AFTER C.ONSTRJ.JC,TION. PROVIDE SHOP DRAY'IIN55 TO ARCHITECT AND Ol'iNER FOR Rr::-VIEY,t 20. F'l<OVIDE DORMER VENTS, SOf!=ITS YEN1"5, AND l-'IALL VENTS AT ALL ATTIG$ NECESSARY TO PROVIDE VENTILATION A T 11300 RATIO AS REQUIRED BY CBC. NOTIFY ARCHITECT IF VENTILATION INDICATED DOES NOT COMP!.. Y l'ilTH THIS REQUIREMENT. 21. ALL EXTERIOR DOORS SHALL BE A.ILLY V\EATHER-STRIPPED, INC.Ll!DINIS THRESHOLD, DOOR BOTTOM DRIP, ;!,ND HE:AD DRIP, UNLESS NOTED OTHERY'IISE. 22. PROVIDE ALL SIISNS REQUIRED BY CBC AND ALL FEDERAL, STATE, AND LOCAL AUTHORITY. SUBMIT TO ARGHITEGT AND Ol'iNER FOR REVIE~. 24. 25. 2&. 21. PROVIDE ALL FIRE EXTINISU ISHERS AS REQUIRED 6Y LOCAL FIRE AUTHORITY. ALL FIRE EXTINGUISHERS SHALL BE INSTALLED IN SEHi-RECESSED ENGLOSIJRES IN OFFICE AND LOBBY AREAS. EXACT NUMBER, LOGArlON AND TYPE SHALL BE DETERMINED BY LOCAL FIRE AUTHORITY. FIRE EXTINISU15HER5 J.",ITH A MINIMUM RATIN5 Of 2A,IO BC SHALL BE INSTALLED l'ilTHIN THE BUILDINIS SO THAT THERE 15 AN AVAILABLE EXTIN5Ul5HER /i'IITHIN 15 FEET OF Tl<AVEL AND MINIMUM OF ONE FER 9poo 5Gl. FEET. ALL TRADES SHALL DO THEIR Ov-lN, C-IJTTIN5, FILLINIS, PATGHIN5, ETC. TO MAKE THE SEVERAL PARTS AND/OR TRADES GOME TOGETHER-PROPERLY AND FIT TO REGEi VE OR'S!:': RECEIVED BY THE WORK Of OTHER TRADES. ALL OPENINISS IN F IRE 'AND/OR ACOUSTIC RA TED A55El'-1BLIES MUST BE PATCHED AND FILLED TO MAINTAIN THE PROPER FIRE AND ACOUSTIC RA TINIS BY THE TRADE THAT MADE THE OPENING. EACH TRADE SHALL INSPECT ALL RELATED l"lORK COMPLETED PRIOR TO THEIR l'iORK AND SHALL CERTIFY THAT THEY ACCEPT THE PRIOR V'iORK AS PROPER; COMMENCEMENT OF Y>IORK EXFLIGITLY INDICATES ACCEPTANCE OF THE PRIOR )'!ORK_ NO CLAIM AISAINST PRIOR l"lORK SHALL BE MADE AFTER COMMENCEMENT Of SUSSEGIIJEN.T ViORK. All TRADES SHALL, AT ALL TIMES AND AT THEIR OHN EXPENSE. KEEP THE PREMISES FREE FROM ACCUMULATION OF !-'IASTE MATERIALS, TRA5H, OR RIJBBISH CAUSED BY 1"HEIR v.c>RK OR THE IR Y>IORKERS. DAILY TRASH REMOVAL 15 REQU IRED. PROVIDE ALL DRAFT STOPS PER GBC 1oe, 4 1505.2; PROVIDE ALL FIRE BLOCKS PER CBC 10"1.6 $ 1oe. A) IN CONGEALED SPACES OF STIJD NALLS ;!,ND PARTITIONS, INGLUDINIS FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10-FOOT INTERVALS ALONG-THE LENGTH OF THE': WA.LL. B) AT ALL IN.TERGONNEC-TIONS BETV'iEEN CONGEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS ;!,ND DROP GEILINISS. G) IN OPENIN55 AROUND VENTS, PIP-i:-5, DUGTS, CHIMNEYS, FIREPLAGES AND SIMILAR OPEN.IN6S v-lH IC.H AFFORD A F'ASSAISE FOR FIRE AT GEILIN5 AND FLOOR. LEVELS, l'ilTH NONCOMBUSTIBLE MATERIALS. AS-BUILTS LL & & & & & In & & & & & FlEVISION SHEET NAME General Notes Abbreviations PROJECT NUMBEfi 2006·-os ISSUE DATE JULY 25, 2001 PUl!POSE FOR ISSUE B ID SET SHEET NUMBER A1 ' ' ' " ' ·1 ' " ' I ' ' "•' I • I ¾ I I ' \ • \ ' \. ! I -•,' i ·. \ • \ \ \ ' . ' \ \ ' ' \ • I \ ' ' ' I \ ' t:::, 0 \ \ ' ! i • \ / I I / i o ; ' • \ / I I I I / ··-._ ' •• ' . • • --, . .,,, .... ...... _r - ~-.-.. .. ~-. .... •• ·,•· . . "/ ,--' f :' / I ... i ! ! , , I _j ! , •• T / . , ' f ! / / J i I, ' // I, ! ; j ' ' ; I I • ; < I ' ' . • • ;! • • • . ,, ; . ' ' , -~ / .• • • • ·, ' • . ', ' 0 Shade Pavilion 1 PICNIC TABLES ARE NOT A PART OF THIS PERMIT Restroom Building Sh.ade Pavilion 2 P ICNIC TABLES ARE NOT A PART OF THIS PERMIT S,ite Plan ••••• , NOTE, .. • • • • • • .• • THl5 PLAN HAS BEEN PROVIDED TO ILLUSTRATE THE LOCATIONS OF THE BUILDINGS ON THE SITE ONLY. ALL SITE IMPROYEMENTSs· ARE TO BE CONSTRUCTED FROM PLANS PREPARED ~y THE Cl.VIL ENGINEER AND ~~~t~~~~PT~~~H0T5~!sJi~1:!Tfi'~J}t~iR THE RESTROOM BUILDING AND SHADE PAVIL IONS ONLY Legend and . Keynotes •••••• CD 0 AGGE55-IBLE FATH NO STEPS NO SLOPE GREATER THAN 5% NO GROSS-SLOPE <SREATER·THAN 296 ACCESSIBLE PARKING SIGN GOMPL YING r'llTH CBC 112"18.5 ' ACCESS AISLE -MINIMUM "16'' ~IDE J"III TH 12" HIGH LETTERS PAINTED "NO PARKING" ACCESSIBLE PARKING SIG-N COMPLYING HITH C.BG 112"18.5 WITH ADDITIONAL SIGN STATING "VAN ACCESSIBLE" L~~~i' ~+~TT~~~ ~~tu~~~R/;~b6 ~~ 1 1~LEs PARKED IN DESIGNATED ACCESSIBLE SPACES NOT D15PLAYIN6 DISTINGUISHING PLACARDS OR LICENSE FLA TE5 ISSUED FOR PERSONS Y>IITH D ISABILITIES MAY BE TOY'IED AT Civ-lNER'S EXPENSE. TOHED VEHICLES MAY BE"·RECLAIMED BY TELEPHONING THE POLICE DEPARTMENT ("14"1) E:>44-96BI Site Accessibility Notes CONTRACTOR SHALL SUPPLY DETEC.TA6LE V'IARNING PRODUCT SAMPLE TO THE BUlt::DINIS INSPECTOR FOR APPROVAL OF COLOR CONTRAST V'IITH FINISH SURFACE DETEC.TABLE Y'IARN ING PRODUCT SHALL BE: "TERRAZZO TILES" AS MAUNUFAC.TIJRED BY ViAJJ5AU "OLE ING. OF V'IISGQNSON OR EGlUAL. ~2if'P~~~'i:T r~tiH~!=ci1~~~:1~~g~+0 BE BEACH AS NOTED ON GITT' OF NEY'-FORT BEACH STANDARD DR.AY'IIN6 sro-1e,1-L-c Parking Tabulatio.n PARKIN& SPACES PROVIDED, 40 SPACES ACCl:':5SIBLE PARKIN& 5PAC.E5 REQUIRED, 2 SPACES AC-c.E551BLE F'ARKING--5PACE5 PROVIJ::;iEO, 2 5PAGE5 INGLUDIN6 I VAN SPAGE SGALE I" = & & & & & & & & & & & & REVISION SHEET NAME Architectural Site Plan PROJECT NUMBER ~ • 2006-05 ISSUE DATE JULY 2 _5,'2001 PlJRPOSf FOR ISSUE B ID SET SHEET NUMBER A2 • • • • ROOM FINISH SCHEDULE Room Walls Floor Ceiling Wainscot Base HI Fl Cl l"lC,I B l STORA<;,E "2 F2 Cl NONE NONE MAINTENENCE "2 F2 Cl NONE NONE CHASE F2 Cl NONE NONE WINDOW SCHEDULE Walls ¥'II SMOOTH TROV'ELED CEHENT PLASTER Y't2 CONCRETE MASONRY -EPOxY PAINT !"6 CONCRETE MASONRY -UNPAINTED Floors Fl CERA.MIC TI LE F2 SMOOTH TROJ-'IELED CONCRETE Ceilings C.I 2X6 V-GROOVE T $ 6 WITH LIGHT SAND BLAST Wainscot Y'K-1 CERAMIC TILE PER INT. ELEV. AND DETAILS Base B l COVED CERAMIC. TILE Mark Width Height Type Material Comments @ 2.'-0" 2 '-0" FIXED STEEL ):"ilNDOV'iS SHALL BE COLD-ROLLED STEEL HITH BAKED ENAMEL FINISH. 6LAZIN6 SHALL BE 2 LAYERS OF 1/4" TEMPERED 6LASS LAMINATED TOGETHER HITH OBSGUR TREATMENT. SU6-C.ONTRAGTOR SHALL SUBMIT SAMPLES FOR APPROVEL ® l'-8" 2'-B" FIXED STEEL DOOR SCHEDULE Mark Width Height Type Material Jamb Hardware Comments (i) 4'-0" 1'-0' STEEL STEEL N.A. Y'IELDED STEEL GATE -SEE DETAIL b/AD2 FLUSH MET AL HET AL <;>ROUP I HOLLOy,j MET AL DOOR AND FRAME, FLUSH e'-o" . STEEL N.A. N.A LIGHT FIXTl.lRE, TYP. PAINT EXPOSED RIGID CONDUIT TO MATCH BEAMS AND C.EILIN6 10 0 0 0 0 0 2Xb V-6ROOVE Tt6 r----j SHEATHING-WITH LIG,HT SAND BLAST FINISH 0 0 8 EGL ~ 1U EG. I O<J"I PLASTER c:il!.IN6 ' OPENING-IN 5HEATHIN6 ) FOR O'HAG,IN VENT-CENTER l "1 BETl"lEEN RAFTERS AND L. PAINT ALL EXPOSED METAL TO MATCH CEILING GOLOR r--e, X e, OUTLOOK.ER, n'F. fil fil fil I I • ROLL-UP SERVICE POOR -TYPE FF-PUSH-UP SY C.00KSON COMPANY OR EQUAL r'llTH FACTORY F-INl5H ON TRAGKS ANP POOR5. ====u=============(J=='=='==============[_J=='=='========='=====lJ=='±D~!,krn NOTE, HARDHARE 6ROUF..I SHALL BE LEVER TYPE ANP SHALL MEET ALL AGC.E551BILITY REQUIREMENTS .. / / MAINTENENCE STORAGE2 STORAGE 1 /// / 4'-o" \ ,r---YI / I // z ,: @ Reflected Ceilin.g .. Plan NOTE, A D IMENSION OF £ 1 1 '-1" IS TO FACE OF BLOCK. Jl',!IJH "MOl->,.TAR AND _ --.._ V, TILE, THlS WILL ,,. , " LEAVE A CLEAR / V, D IMENSION OF l'-6" / bO" M! I v F ROM V'¼LL.TO j oO 1 DIAME: R ) !; CENTERLINE Of 4 , /:J· I/ 1 CLE R / !; FIXTl.lRE -,(; ~ ~ ~' ,,.,,. :; 1/4"/FT. (SLOPE ~ _____,,-}-----i_~, 1',,,/--.2" MIN LEAR ~~~-S-~-~-~-~-~~~~L--y ~••~••:------1'!;:1'' /l I f--'k I/ v~J-,', ( ~ / al -!/ 'I '" I ~ ' V r ///////////// NOTES, -(1/4"/FT, SLOPE 1/4"/FT. (SLOPE • " _, rn ,- " ' /4"/FT. SLOPE) I. SPOT E:LEVATIONS ARE SHOJ,',!N RELATIVE TO THE TOP OF FLATJ,',!ORK ELEVATIONS AT EACH BUILDING ENTRY. SEE CIVIL PLAN .2. FOR ADDITIONAL DIMENSIONS OF MASONRY l"IALLS, SEE FLOOR PLAN 5 _ Accessible Clear Space Plan SC.ALE, 1/4"=1'-0" (±)Slab Plan SC.ALE, 1/4"=1'-0" J rn 1/4 ''/FT. SLOPE SC.ALE, 1/4":=l'-O" 55'-4" 15'-8" 5'-4" 2 '-B" 3 '-4" b'-0" 4'-4" f l~---------------~-3_5_'-_4_" _________________ ~. ® Floor Plan -1,123 sq .ft. NOTE, FOR C.ONSTRUC.TION OF MASONRY TOILET PARTITIONS, 5 EE _5/AD2 AND roR URINAL SCREEN.,SEE 2/AD2 SC-ALE, 1/4"=1 '-0" ' ', ONE PLUHBING VENT IN ROOF 2 1/2 " SEE PLUMBING PLAN AS-BUILTS REVISION SHEET NAME RESTROOM Floor Plan Slab Plan Reflected Ceiling Plan Rodi Plan Schedules PROJECT NUMBER 2000-05 . ISSUE DATE JULY 25, 2001 PURPOSE FOA ISSUE BID 5ET SHEET NUMBER A3 ' . " "' ' . ' ' . ' . ' . ' ' ' ' 9 N ,,0-,0) NOTE, Z~f~;~~~!~~Ei· . IN COLOR AND·STYLE AS NOTED dN SHEET-. A1 ~ ROOF SHALL BE CLASS "A" ROOFING> AS DETEF.MINED BY I.C..6.0. 1.C.C.. E.5. REPORT '4660 ' 22 A DI 9 AD ,. SE / '-, , ' , ' ' I ' , v ,, ,-', ', ' ' ,. --- =I! ;e, "" .. \,\, " ~~2'-~" ~v 0 ' ' I~ ~ 10 .. ' ADI .. ~ -- 9 ADI 0 West Elevation ' :r N C: i ca ::lE C: 0 ·- "n ,'·. •• ' ' " " ..• "'I 2•-4•/ 2·-ol ,t--~, ' ADI '14' e_l?I 4'-e," 4'-8" - ~I - ~ Ji ~ ' ' .. ' .. ~ I {':'' ~ sl - rr II~ I ' AD(; I 19 ~ ADI ' 18 ADI SC.ALE, 1/4"=1'-0" __ .,,, ... ,,,:· ., , ... ),( . I ' , ' ,-e,~ 11'-8" 4" ([W m~ ' 0 15 14 ' " ADI ADI (D North Elevation 15 ADI D--------171--.=,,i> ! ' I ----------------------"""---""'-'...,_ __ J N -D, ___ r-"~"-w .c: t: 0 z .,01 -,91 41 TOP OF BLOCK TOP OF SLAB Section B 6 -. •' ' ...... . 12 I I I I I TYP. ~---, ® East Elevation 12 25 ADI 25 ADI I• --=I'' TOP OF B L OCK --, ~1 I TOP OF SLAB ]" jf" N I SC.ALE: 1/4""'1'-0" ~ South Elevation TYP ' . TOP OF BLOC.K I I I ®Section B e " ' " .. ' " ( I ( m m ' 'T ;,j/ N 15 4 ADI J>.DI ' .. ' .. SCALE, 1/4"=1'-0" ---Q;;) / ,/'7 ' \ TOP OF BLOCK -,-- / ' , TOP OF SLAB ¾ALE, 1/4"=1'-0" REVISION & & & & & &, IA &, '•.,,,,,..' ill l\ & & Lits SHEl:T NAME RESTROOM Exterior Elevations Building Sections PflOJECT _NUMBEI! 2006-05 ISSUE DATE JLJL Y 25, 2001 PUAPOSE FOA ISSUE BID SET SHEET NUM5EA AS-BUil SAi ( 1 D.S. D.S. I II II II I I ------------------------------D.S. 1 I t== = I 1----------------------------I I .:::C=ff-----fi ~ -i-,-• -1-1-~ I I I I I I I I I I 4'-0" _:_l i I I ------------------------------' I I I -----------------I II II II I D.S. 3'-0" G)Roef Plan ,, ~ - ~ m I ~ ■1 , 5 r ~ / // ~ <( 0 IL I~ 7,(/' r: 0 0 I\C -✓ 't---------1'$$$~~ I ". I c:/1 :I.I \@ ~ h'~~;c;sl---4 ~ ;;, 1W'- W" ~ h'~~~,f--~tt ,■ /, ~.I ·=r Yr-v, ' j EQ. ' • • ~ " ' ,---+----+-----+-->---,-'!.-~W RAFTER 5PA~ING--2 '-6" O.C. TYPICAL G) Reflected Ceiling Plan SC.ALE: 1/4 "=1'-0" @ Section B u u u FLATHQRK PER. LANDSCAPE ARCHITECT'S PLAN. NOT A PART OF THIS PER.MIT ( SLOPE 1% SCALE: 1/4"=1 '-0" ' I ii 25'-0" ,------------~-------------? . 2 •_, .. I 2 '-8" 1'4'-8" I ' , , I @ ~---r--------------------------------------_, I'" I '-/ I f ---~: __ ,,['~ ~~s ; ~ 7 ' / " / I " / " / " / I I ' / " / " / " / I I I " / " / " / I I ' / " / ' / I I ' / I ' / " / " / " / y I I , , 0 I " ' - / " / " ' w N I , " / " / " / " / " / " / " / " / ' w" / ' / ' / " I / " / " I / " I / " / " I / ' I ! D5~ ~---~i~~-• J~,-,;'is I // D.S. ', I / ' I ~--::-------------------------------------------~~ (D Floor Plan -62'5 sq .ft. 0 Elevation u I EQ. Ea. ' ' \ Ll6HT FIXTURE TYPICAL OF 4 SCALE: 1/4"=1 '-0" , -, , ' SCALE, 1/4"=1 '-0" ' I , ' ' / ' / " / ---/ - I I , 1m;:;;:::= =ill .. lll#llil=iiii ... Ill l~ll!gl lllgjli@lmtlg]Jl@lli@lll @§i ill_llll_lll ~Iii 1H ll~IIF- @ Secti on A SCALE: 1/4 "=1 '-0" AS-BUILTS m \@ REVISION & & & & & & £ & & & ' & & , ,. ' w SHEET NAME SHAD E PAVILLION Plans Elevations Sections PROJECT_NUM6Ell 2006-05 ISSUE DATE J ULY 25, 2001 PURPOSE FOR ISSUE EIID S!::T SHEET NUMBER A5 ' ' I ' .J 21 ADI SI 4 '-0" • • PS P4 1'-4" P2 i □ .\ j '-4" Pl 1 '-4" rr==l--------4 Ll6HT FIXTlJRE u 1TYf'ICAL SEE 5/Ab FOR PARTIAL ELEVATION OF MENS ROOM SHOHIN5 P ARTITION DOOR m Men's Restroom ~~f6'" ~~~~---------'-"-'=-----------------------~ SCALE, 9/B"=l '-O" ® W~men 's Restroom FOR ATTACHMENT OF PARTITION DOOR 1-'lALL- POSTS TO MASONRY, SEE 3/AD2 □ ,;. .. ""M~en"">s::::..·• 02R""'es,,,,.,t,,_,ro"""Q~m~~ .x:P..c:a==-rt~J~~~'L____.c""--~ Partition Door Exhibit scAcE, e18"•1-o· " ' -:.f !in D DIAPER STATION ,---7 I 4 I I L ITlrTI_J 11111 1 II II I I 111 11 1 111111 1111 11 IRRIGATION CONTROLLERS ,---, I I I s I 2 I I L rn n,_.., 11111 1 111111 11 1111 11111 1 111111 @ Maintenence •• J.-l--ELECTRICAL PANEL -t---EXPOSED CONDtllT HEIGHTS AND LAYOUT OF ELECTRICAL AND IRRl6ATION EGL!IPMENT MAY VARY. SCALE: 3/8''=1'-0" 3 '-6" >'IA4 OPEN I'-•i ,. 1 '-4" Ll6HT FIXTURE □ TYPICAL ----,. Pl NOTE, SEE 9/ AD2 FOR DOOR ATTACHMENT AND 5/AD2 FOR PARTITION CONSTRUCTION ""'' @3. A.~$sibleTQilet Partition SCALE, 3/B"=l'-O" 1 '-4" 1'-4'' □ Sign ag e 0 EXIT SIGN AS REQUIRED BY ORAN6E COlJN1Y F IRE AUTHORl1Y SEE 24/ADI Plumbing Fi xtu res 0 TOILET-SEE PLUMBIN6 DRAV'IINGS 8 URINAL-SEE P LUMBING DR Al"IIN65 8 LAVATORY-5EE PLUMBING DRAl"IINGS 8 HOSE B IBB-5EE PLUMBING DRAJ.,ilNGS Cerami c Tile NOTE, TILES 5H6HN V'IITH "GREY SHADING ARE "ACCENT" T ILES. SEE 5HEET A1 FOR COLbR AND TYPE. . . 4'-0" - . . • 21, AD,I -SI , SC-ALE, 5/B"=l'-O" Wash room Accessories 8 8 8 8 8 TOILET Tl5SIJE D ISPEN5ER, BOSRIC:K Et :;2B"l2 5 TAINLESS STEEL 5URFApE)1QtJNTED TV'I IN "I" ROLL DISPEN5ER·V'IITH 5TAINLE5S STEEL CONC.EAt.:ED MOUNTING KIT 2522-5 ELECTRIC 'HA~D DRYER, FAST AIRE Hb05 REMOTE REMOTE POV'IERED HAND DRYER. AS-BUi l.TS & & ill ffi ill ill ill ill ill .& & & REVISION SHEET NAME RESTROOM Interior Elevations PROJECT NUMBER 2006-05 ISSUE DATE JULY 25, 2001 PURPOSE FOR ISSUE S ID SET SHEET NUMBER A6 .I I I • • Page l of! Ian Duncan From: David Sheegog [sheegog@gmail.com] Sent: Tuesday , July 15, 2008 4:42 PM To: Brent Mathews; Ian Duncan; 'John Houldin '; tbums@irvineoornpa ny.com SubJ&et: Coastal Peak Park Tile Selection Coasta l Peak Par!( Team , The accent tile for the interior of the restroom buil ding was specified as Dal TIie Permatone "Matt Emerald". This tile has been discontinued. The alternate for tMs tile shall be Dal Tile Permatone #6537, 2 x 2, "Cypress". Th is tile is in the same price class and is readily available. Dave Sheegog, AIA David Sheegog: Architect 968 S. Ladan Lane Anaheim, CA 92808 T714-873-791 9 F714-280"8182 sheegog@gmail.com No virus fOWJd in this outgoing message . Checked by A VG. Version, 7 .5.524 / Virus Database: 270.4.1 1/1553 -Release Date: 7/1512008 S:48 AM 7/1 6/2008 COASTAL PEAK PARK EXTERIOR COLOR SCHEME Roof Tile Manufacturer: Series: Color: Stucco Texture: Color: Paint Type: Eagle Roofing Products Bel Air (Flat Concrete tile) 4520 Weathered Terracotta F lashed Smooth Troweled Painted to match Merlex Pl 703 Elastomeric Anti-Graffiti: ND Graffiti Shield by New Dimensions Solutions. LLC Roll-up Doors and Metal Louvers and Steel Windows Manufacturer: Dunn Edwards Color: Factory Finish to match DE6265 "Moss Covered" LRV 19 Wood Beams, Rafter Tails and Exposed Wood Ceilings Finish: Light Sand Blast Product: FSC TWP Semi-Transparent Color: Walnut Brown #335 UV Gutters, Downspouts and Leaderheads Color: Factory Finish "Weathered Bronze" by Custom Built Products Iron Gates and Ornamental Iron Color: Painted to match "Weathered Bronze" by Custom Built Products Paint Type: 2 part urethane INTERIOR COLOR SCHEME Wall Paint Manufacturer : Color: Finish: Ceramic Wall Tile Field Tile : Accent Wall Tile and Toilet Partition Tile: Grout: Floor Tile Floor: Coved Base: Grout : Partitions Doors Manufacturer: Material: Color: Dunn Edwards DEW316 "Powdered" LRV 82 Semi-gloss Dal Tile, 8 x 8 Sierra Series "Almond" #2009 Dal Tile, 2 x 2 PermaTones "Matte Emerald" #6512 Custom Buildings Products Antique White # 10 Dal Tile, 2 x 2 Keystones,"Buffstone Range" Dl47 Dal Tile, 1 x 2 Coved Base #C833, "Buffstone Range" Custom Buildings Products New Taupe #185 Bobrick Solid Phenolic Arborite B-886 "Grey Grit" AS-BUILTS REVISION & & & ffi & & IA & & & & & SHEET NAME RESTROOM and HADE PAVILION Color and Materials PROJECT NUMBER 2Q06-05 ISSUE DATE JULY 25, 200"1 PURPOSE FOR ISSUE BID SET SHEET NUMBER A7 f-------11/2" CEMENT PLASTER WITH SMOOTH TROV'-IELED FINl$H PLASTER 5i.JRFACES SHALL BE PAINTED V>IITH ELASTO- MERIG f'A!NT AND COATED Y-IITH ANTl-'5RAFFITI COATING '21, ,-w_· .. ~o_o_d_t_o --M __ a __ s--o--nc..,ry'---'----P.:..:la.:..:s-'-te'--'r-T'---'r--a __ n __ si-'-'ti-'-on'--'------- , , SCALE, 9"=1 '-0" .. _, , ; .... -:,:,··, '·; ,,,., ·,\ ',,-. • , .. "•>•• • ", •·-• C ,'.·p 0., , :, ••. ·-· , . c, •, , •• ,,,, ., , 1 r•, '· •.i .'. • • I "" i/ 10 ' .. , . i I r ;L ' I I/ ~ .. I , -"· , ' ' , . ''" 3" ROUND DOV'-!NSPOUT MET AL LEADERHEAD l"!ITH FACTORY FINISH TO MATCH GUTTER AND DOY'lNSPOUT COLOR PER SHEET A1 DECORATIVE STRAP LOCATE AS SHOHN ON ELEVATION , , .4.eaderheadl and Downspout 22 ------"'---'-'I-.--""-'--"'~---,--"--' , ,'<_ SCALE, I 1/2."=l'-O" @ Restroom Si9ns . 8 1/2'' -/<---" ~~J~:Wtu.ti\!tJ+~2~~R- L !NE._-'OF''5J6N>·;t,:;:t: ·5•:.:o". ':AlebVE FINl~fi',Fl::60R.' IMAGE -ON SION SHALL:BE- ~~~~~~f:i':gA~~i~!u~B. MANUF.AC.TURE'S STANDARD COLORS· sHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL SC.ALE, I 1/2":11-0" 9\1#!.HS'.f-i •·). i ;-.;,•~_, ; • ,--,,,; l ., .. _,, ,,. ~f J'.~l}l,Il ,., .. .,,.-·, ·{i~}'.iftJf 111 @ Wall at Grade @ Wal! ;:it Flatw9rk 1/2" CEMENT PLASTER OVER CONCRETE BLOCK -J-MET AL ,--7_SHALL ALIG>N H ITH J-METAL AT FLATHORK -----jCERAM/G TILE Y'!AINSC.OT THIN-SET ON CHU C.OYED BASE TILE SCALE, 3"=1'-0" 1/2" CEMENT PLASTER OVER C.ONCRETE BLOCK. J-MET AL ,,,----7SHALL BE SET AT 1/b" ABOVE FLATHORK ll ,-----iC-ERAMIC TILE V'IAINSCOT THIN SET ON CMU ,-COVED BASE TILE FLOOR TILE -THIN SET TO -SLAB ..... I 1'-4" N ~~Z:lf----1/2" TOOLED BIJLLNOSE "--jf----J-MET AL -ALL AROUND '---+----CALK '!----+------!MET AL LOUVERED VENT SET IN BED OF SEALANT FASTEN FER MANUFACTURER'S REC.OMMENDATION ___ 1 ___ 1 CALK -','I_ /-----j MASONRY SILL 6LOCK V'IITH SKIM COAT OF PLASTER TO CONCEAL e-ROUT JOINTS ALUMINUM BIRD SCREEN !N METAL FAME. INSTALL ONLY ---, IF REQUIRED BY HEAL TH DEPT. 9'-4" INSPECTOR -;;;;::::::--.:~~:?:~:-;~~:;j,~·:;-,~-~·-~;;,f,;·~··~~~~====~~ CERAMIC. TILE THIN SET ON C.MU Louver Vent Head and Sill 11 SC.ALE: 3":l'-011 r--------1/2" TOOLED BULLNOSE J-METAL ~---f-CA.I.ILK MET AL LOUVERED VENT ~------------CERAMIC.TILE 12 Louver Ja !T'"' ,-. ! I I CALK ALL AACtJNO I l _'iti,--... -. ----.~,--... ---•~ ,!-', H'--·-_·_-___ ·_-_-_·--f--·· ____ 7icts'i~~~~~~R~ OBSCURE I ' COI..D ROW-ED STI:EL ~INDOH c.f:D ' --==i-------,-TRACK BY DOOR MFR \ '. ::c 7"------J-METAL \: Ii L-{lo:i-------T----7 !"I POr«?f:R COAT FINISH ·HeR-r ATTACH l'llrH MFR SW.,,..PS, ["zJF'.; ~-----,-----DON01"06ST1".1K,T f"IEEPHOLE5 :==a= "'---+-" ,._1-1-------,j 1/2:' CEMENT PLASTER OVER ,• //N-----i MASONRY SIU. BLOCK HITH 1/2" f'I.. Yl"l<XlD 6llCI< ALL AROUND t-.ltlDOH 5 <::::-ONC.RETE BLOCK '--ii------~ 1/2" TOOLED 13ULLNOSE, TYP. ,18, 1--R_ol_l-_u,_p_D_o_o_r _H_e_a_d_a_n_d_T_h_Fe_s_h_o_ld ___ _ , . SCALE, I 1/2"=1'-0" _. !'-0" MASONRY OPENING>➔ ,.,.-.... -.;·-,,:,,•,.,_,,),7, ------------1/2" TOOLED BIJLLNOSE ,1 ____________ 7 1/2" CEMENT PLASTER OVER MASONRY ,------J-METAL r--------j TRACK BY ROLL-UP DOOR ,1 MANUFACTURER /------j ROLL-UP DOOR V'IITH FACTORY FINISH / SKIM COAT Of' PLASTER rH I C",)=RAMIC TILE i"IIERE OGC>.Jf'!S c!"CC vvaJRS l',1ll@ . indow Head and Sill r\0/1/, 13 1-'r-------------SC.ALE, FOR NOTES, SEE 1:3/ADI @ Exit ~i.§rl SCALE, 3"=1'-0" .. ,·t#l\.~n.,··, _R_o_ll_-u~p_D_o_o~r_J_am_b _______ ~_ ~ SCALE, 3 ":l'-0" @ Wi~dow Jamb ,I(: SCALE: 9":l'-0" 1 '1 ·"'------~· MEN"S RAISED HHITE LETTERS ON 'n .n . :·. ,~-----j BLACK SAC.Ke-ROUND, . .rui:,,S.'I'ROOM, POL YC-ARBONITE '516N e 112" 4--~~~-~---~ ··woMENs ':R.-Es-·i.kooM ... • ·, eRA.ILCE 1"1ARKIN"Gs"·1N"S IZE • L-~•~'•~' -~· -~--~·· ·===d"-----j·::g~~f~1ii~~~ON -~O -ACC:ESSl6lLITY REQUIREMENTS CONTRACTOR SHALL PROVIDE 'SHOP DRAY'!INGS FOR--APPROYAL ;a ,,,,''-•'" ,, Bra:i.lle Restroon')'$ign 2 · .. 5, f-----'-,---~------~- 'SCALE, 3"=(•::.o" NOT US'ED ~-----------CMU HALL I I I I I I l'-'I' f __J 2 X .3 FbOT OPENING> IN CMU -h/ l~LL ' ! I 2X4 riOOD FRAt-11Ne-HITH I 1/2"· PL '(HOOD , 15" DIAMETER MET AL LOtJVER VENT --,,-[-,--j FOAM.SHAfED TO CREATE _ BEVEL /Tr--ORNAMENTAL IRON I L ' ' c ' I t'j J ,. S!--_ ;:--, J,, ~ "'-·m"- \ I f:! . I "' ;: //" -I' I I<' --..;. 3 3,, 1/ <;(" • ' 4" X B RATER TAIL, Y'IOOD MUST BE 4 INCHES TO QUALIFY AS HEAVY TIMBER. RIP FROM 6X MATERIAL. USE SAME MATERIAL AT RESTROOM AND SHADE PAVILION @ Rafter Tail Cut SCALE: I 1/2"=1'-0" 7 .,,------ROOF UNDERLAYMENT .,,------STRUC, TURAL SHEATHING> I 1/2" X 4" FASCIA Concrete Tile Eave ' _,. __ .,,_, .. SCALE, I 1/2"=1'7"0" ._-• ~ ·. ' ' . . -:• -.._ __ METAL DRIP 2X6 V-e>ROOVE T!6 -._.__-1 4XB SHAPER END RAFTER (BAR6E BOA,,,RO) ® Rake Tile 8 1-'-------- SCALE: 3"=1'-0" 9 5 e,; " 1/2" CEMENT PLASTER OVER CONCRETE BLOCK Door H'ead and Thr~shold SC.ALE, 3":I ,:.b" ,,----------1/2" RAQIUS TOOLED BULLNOSE ,-------IB G>Ae-E HOLLOV't MET AL DOOR ..·.---•----•· @ Doo r Jamp SC.ALE: 3"zl ''-Q " 1 Restroom Eave STRUCTURAL ROOF SHT6 2X6 V-6ROOVE T it6 2X SHAPED BLOC-KiN6 _,.----4Xb P.T.D.F. TOP PLATE .,,-----J-MET AL -----,~ 2'-6" I 4XB RAFTER '--.// \ I I ~_,SEE 6/ADI FOR TAIL CUT -SEE PLANS FOR SPACING> '----1/2" CEMENT PLASTER ¥~~~~~~6Y'iEt~~~;~k7°HH '---jAT RESTROOM, OMIT AT STORA6E ROOMS SCALE, I 1/2":l'-O" ✓--STRUCTURAL ROOF 5HT6 2X BLOCKING> /---2 X 6 V-6ROOVE T!6 /---C.ONDUIT LIGHT FIXTVRE ~ c---BEAM A~I ----' \ I \ ( I IL_JE=l--l--~~4~'-~o•j· ""'§G~-~-~-~£~ / 1 2 4 X e SHAPED RAFTER '-----SEE 6/ ADI FOR TAIL CUT SEE PLANS FOR.SPACING> Shade P~vilion Eave at Beam SGALE, I 1/2":l'-O'' "KNIFE~b.A0E",C0NNECTION - r--j SEE 5TR/JC.tuAAL'DRAHIN6S ,,. ' ' ·-' SLOPE MORT AR GAP :;.c-. :: c.__ 1/2" c.EMENT: PLASTER FOR A001T:i0NAL NOTES, SEE 2/ADI ' 3 , 1-S_._ha_d_e_P_a_v_ili_o_n_E_a_v_e ______ ----,-,,--c-c SC.ALE, I 1/2":l'-O" ' , ,,,---------STRUCTURAL ROOF SHT6 ,,,---------2X6 V-6RO_QVE T4:6 l'-0" 4X6 P.T.D.F. NAILER '------J-METAL, TYPICAL """'-------1112" CEMENT PLASTER Hl:TH "$MOOTH TROHELED f'.IN l}~,fl . 0~R_·· _e~st_t_o_o_m~R_a __ ke __ ~--~--s-c_A_c•-.-, -,; 2 ~, ;~,,~,,o~·,,, ----------<CERAMIC l"IALL TILE SET ON CHU CUT BOTTOM ED6E OF.TILE ---'·~·-,4';'----iTo.AGcoMODATE SLOPE dF TRENCH _•,,., @ Trench Drain ,r",----:s(OPIN6 son·oM OF TRENCH " .. ' . ·.·,. ,,-- • USE FLOOR TILES AND . G°c).VE ' TILES IN TRENCH -BUILT REVISION fil IA SHEET NAME Architectural Details PROJECT NUMBER 200€>-05 ISSUE DATE JULY 25, 2001 PURPOSE FOR ISSUE SID SET SHEET NUMBER,....- . ' ,. . ' . • " - ' • " ' . ' ' • l I (j) Pony Wall " .. ,;, . .. . ' -·· . . i\i--::::::::c~j11/8" CEMENT PLASTER J/'IITH , SMOOTH TROV'!ELED FINISH ,· I: .• f · ' .. (· ~.:". 2X4 V'!OOD STUDS AT 16" 0.C. 1/B" J-METAL,, TYP. 2 X 4 SANDED SMOOTH -PAINT TO MATCH PLASTER ' CERAMIC, TI LE TH IN SET -----QNGMU I I SCALE: 3"=1'-0" ,' . J: f' f,_[:::::::::::c~r,1/8" CEMENT PLASTER 1-'!ITH -1 ; SMOOTH TROV'-1.ELED FINISH ti. , .. i (.: 2X4 HOOD STUDS AT !6" O.G. _,,-,f--1/8" J-METAL, TYP. (j) Pony Wall 7 1--~----- SCALE, S"=l'-0" 1------7 1/2" CEMENT PLASTER l'IIITH SMOOTH TROl"IELED FINISH ' ::-~ 1/2'' J-METAL ,~------j CERAMIC TILE THIN SET ON ,., CMU 8, /-C_e __ ra __ m_ic_T __ ile_T __ e __ r __ m __ i __ n-'-a-'-ti-'-o-'-'n __ o:.cn-'----M--a __ s-:'~--~-:'~LE,---e---,,.---, ,_--0---,, _ 1/2" CEMENT PLASTER J/'IITH s---r,------jSMOOTH TROJ.'IIELED -FINISH r -~-",'~-"ALUMJNOH DOV'!N5POUT ~,:, __ -. /-·1·· IP\16 .i'RANSITiON: -PAINT TO ·MAtCH--DOHNSPOUT . ' .. UNDERGROUND DRAINAGE SYSfE:"M -SEE CIVIL EN<S PLANS FOR EXTENT 9 Downspou t Term ination □ Plan ---, - ' ' --·--- ®-. ~ --- Elevation @ Gate L:atch ~ r 0 B --- SC.ALE, 3"=1'-0" 2 1/2" X 2 1/2' X 2 1/2" X 1/4" THICK STEEL AN6LE Y'{ITH Ii:\ SLOT FOR SLIDE 60L T. FASTEN Q TO CMU HALL Y>IITfl 1/2" EXP BOLT SET IN EPOXY ® I" HIDE X 1/4" THICK SLIDE BOLT @) SLEEVE TO HOLD SLIDE BOLT ® PADLOCK SEE 6/AD2 FOR ADDITIONAL NOTES. ! 0 I I I ... 1- I I \ I / I / / I STANDARD 1 9TALL AGCE5516LE STALL ~7777,.,------- "'T'=====~, < I I I 11 / II /_CL,CL_L__ 1; /7\ CERAMIC TILE THIN 5ET 11 /\'.V ON CMU ,, 11 ,,,✓ STAINLESS STEEL DOOR ,, ~ KEEP A TT ACHED /t'llTH ~ ___ .-,, \:':,J VANDAL RESISTANT EXPAN- I !::======= SION ANCHORS Vi.ALL POST J.'IIITI-1 1/4" DIA. r:i\ STAINLESS STEEL VANDAL \:::::,J RESISTANT ANCHORS AT 8" O.C. ., -® fA'I STAINLES5 5TEEL ANGLE, V FULL HEIGHT V'llTH ANCHORS AT 8" O.C. 1 3 • Partition Door Attachment SCALE, 9/4"=1'-0" 1/2" TOOLED BULLNOSE, TYP. 0rF __ o~. r~m __ , e __ d __ • __ C __ o __ n __ c __ r __ e __ te_A __ r __ c __ h __ ~-------,sc~· A~c""e--, 5 ,.-,,,--,"-c,_ 6 __ " PLAN VI El"! 12" X 12" i;4 BAR HOOKED INTO HALL f--_/ AT 24" O.C. CHASE H.ALL AND FOOTING PER STRUCTURAL DV'l6S. • ..... r .. -··. ·- . ' " ' @ Toilet Partition -----' / / / I ' I X ' I ,: ' <:! ····-·-"··-···-. ~ Edi -® , I i ! " ' ' ;. I SECTION CERAMIC FLOOR TILE FLAT THRESHOLD TO \ J:~0l~~~$iES~(BILITY I I SEALANT OVER 1/2" FOAM -\.-• . .FILLE~ .. EXP.ANS!ON..J91N:r HARDSCAPE PER LANOSCAPE ARCHITECT '1- 01 " ' \ I ' ' I ' I ' 1/ ' / ' / ---~--- 6 -----------CERAMIC TILE THIN-SET CERAMIC TILE''AT ,,---jDIAPER TABLE ,,---SLOPE 1/4" PER FOOT CONCRETE SLAB J.AIITH #4 "--~~ BARS AT 8" O.C. EACH HAY #4 BARS 12"X:12" -2 AT·BAGK '--------1 AND I ON EACH SIDE OF DIAPER TABLE SLAB ... '., . . ... • .. ;:·· . ' (Dr[)_ia2p_e_r_S_ta_t_io_n _________ sc_A_LE-,-,-, 12 _,,-.,-,_ 0 _" . ' . 0 ., 0 -------------CERAMIC TILE . . : I I ' i ••. : • · )· . . - #4 BARS TURN "10 DEGREES I -+---INTO V'IALL -GROUT SOLID ' ' I I__ I I ,,,. ___ SHORE DURING CONSTRUCTION ~r -+ r SHORE ·DLJRiNG CONSTRUCTION ( 4). ~~ \(ER1:ICAL BARS • .. :., ~ _:· \ .-.:;,·_1 ~•e,;._+------(2) :jj'4 BARS TOP AND BOTTOM .· .. . . . -. • ' 3'-6 1/2" , i 10 AD 0 0 0 ., • •. •. 0 0 0 - SC.ALE, I"= I '-0" 2 X 2 X l/4·STEEI:. J1JBE Jf\J./ ® (9) 3/8" DIA'-·,BARS,c EMBED- DED "lNTO EPOXY f"!LLED HOLES IN CMl) ~ALL ® ~~~ I f:OG~4~t~EL ® ORNAMENTAL IRON ® 3/4" SQUARE' SAR STOCK ALTERNATE"J.ilTH 3/4" "TY>IISTED" SAR STOCK ® 1/B" STEEL PLATE Y>IITH ; I 1/4" CLAVOS EACH SIDE ® (3) HEAVY l"!EIGHT FIVE KNUCKLE BALL BEAR!N6 HINGES ~"1/~l~~A~~i~~;I~~/_. ® TO 'c-MLJ (TO LOCK GA~"'' OPEN) ' • • ® SLIDE SOLT TO Loc.K·>\':,· ~~~l~NO~~~ ~~gL\3'£~? NOTES I. FAElRICATOR SHALL . PROVIDE SHOP DRA!--'l.l N"65 SHOJ.-'IING ALL CONNECTIONS 2. A !..L Y>IELDS SHALL BE:· REVISION & & & & & & & & & & & & SHEET NAME Architectu ral Details "GROUND SMOOTH PROJECT NUMBER 9 .... ~~~~Wt ~~I.tR~t,~_~·'•'' .. , ,_,, "-~:~:::5·-·· JLJL Y 25, 2001 PURPOSE FOR ISSUE ' ' " < •\ ' SID SET .------------,, SHEET NUMBER • '· ·, PLAN '.' ,. " I I ' ' ---. .. , " " ' " A95's @ 12'u AB.'s@ lb" o, r -------------------~-------------1 ------- 1 --------= - -------, I I I I I I I I I I I I I I I I I I CPf-SE 1 _,,--PROVIDE 15/:,2" K5.P. ~ n1'cW1i:16NGOVER MAIMENENCE STORAGE2 1 ,, (· • : ·1 I. • l I ffii-~'t l·1! !· @ I' ::,, ~i,. mM i '!iii! i i'i ! ~ : !I / ffi WOMEN ' ' STORAGE 1 I I I I I I I I I I I I I i : "="' . =-=t-mas!_ ~z1 :z· -~-z:o· z-;:p-=---~ --~---------~-, AS5's II T'!'P 11' 12•· ex, LINm A.B.'s ·(I 16' o,; ROOF FRAMING PLAN RESTROOM / / ' 4 " 4 " SHADE S TRUG.TURE ·5GAI..E, 14' ~ 1·-0.· _ E.N. IOd II floe, F.N. IOd 11 12"oc ~SHT~~~M-N. TO ALIGN ~~E1DiW VISIBLE NAILS FOUNDATION NOTES I. SEE 5Hfi:T S-1 FOR GalERAL K013 AND TYFIC.AL Dr:IAILS. 2. TYPIC.AL SLAB-ON-GRADE /RESTROOM BUILDIN6) 4' THICK MIN. HITH #S BARS D 18'oc, EACH i't",Y PLACED MID,HEIGHT IN 5LA6 OVER I' SAND OI/EF1. <i0% WMFAC..THJ ~ APPROVED BY FROJEGT 6EOTEGHNIWAL ENGINEER 3. FOUNDATION HAAD!'I.A.l<,E HJST 8E SEi::,u;:s:, IN PIAGE FRlOR TO FOUNDATION IN5P!:C-TION. FOOTIN6 EXGAVATION5 5HAf.L ~ EXAMINED AND GERTIFIEO BY THE PRO.ET ::OIL5/6EOL06Y ENGINEER TO ntE EXIDIT REQUl!<ID IN THE :OILS REPORT FR.AMINIS NOTES I. 5EE·SIHT5 5-1 TifROOSH 5-2 FOR GENERAL NOT:r-5 AND TYPIC.AL DETAI LS. 2. Tl'F'IC.AL ROOr 5Hi'.ATHIN6, 15/32" f'IOOD. 5:rRl)CAAA!. PANB.. * ~,t,SP~T~EXP09R.E I B.N., 8d AT 6; oc /@ E.N., Bd AT h oe, .52 F.N., Bd AT 12' oc YiHEN ROOFING SYSTEM REGUIRES, U5f PLYGW''S OR .SOLID BLOCKING AT ALL ROOF SHEATHING E06E5 NOT 9.ff'ORTI::D BY FRAMING MEMEERS l'IOOD Smti\JRAL PANi:l.5 5HAll CONFORM TO lJ8C, STANDARD 23-2 or 23--3 3. /,\. INDIC.A TES 51-F..AR l'tAI..L. 58: 5/iE:T 52 FOR !¼Hi:DUL!':'. All "-1/ AAILING APPLIES RILL HEIGHT AND R!ll LB-16-n+ OF~' U.N.O. 1 " II " SYMBOL LEGEND II-IDIC:-ATB SPAN AND DIRfi::-TION OF ROOF RAFTERS OR ROOF .l?l5T5. INDIGATES 6"..A!<l~ /'IAIJ. FRAMING LEGEND 0 4x8 RAFTERS 11 30' '" -SEE .A.RC,Hl Of<J\Yil~ FOR LAYM GLS : .SLUED LAMINATID BcAM: 2400 Fb 1.8E ~12) #5 VERT. CD JAM66AR5per T'!'P EA. )'jA[__t. 51 FOUNDATION PLAN RESTROOM r----7 r----7 I I I I I: ~-L _______________ _J ~-I ~,---------------~~I I I I L_l ,-~ L_l ,-_J I I I I I I CD I I I SI I l I rr' iJ·s I I I ___,I I I I 12' l'i!DE x 12" THK x l'-ll" DP-------I I I I TiEBEA.H!"!/0}114 TtB I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r-J L_l ,-J L_l I I I I I I ~ / L _______________ _J ~ I 5'-6" ~ x 12' THK x l'-ll" DP (min)~ !;:2:,t;".21 I • ~ ~ j ~~;~1~r/(b)#4BA1<5 L _ --~--_; L -------~ ' rffer4) C.OLL/MN5 FOUNDATION PLAN SHADE 5 TRU.G TUR.E ' ' AS-BUILTS 1~0FESS i-'-· CH,q; ' ' - . " ' ' ' ' " ' REVISION - ffi SHEET NAME SHADE STRUCTURE &RESTROOM BU.ILDING FO UNDATION & ROOF FRAMING PLANS PROJECT NUMBER OiOO"i ISSUE DATE .JLJL Y 25, 2007 PURPOSE FOR ISSUE BID SET SHEET NUMBER S1-1 PLOT DATE, 1/2:4/01 ' •. • • HARDSC.APE 51..AB a& OCWRS \ (2) "5 TOP ' oon., U.H,O. CM! PARTITION I'll REINF. per ARGH' FELT EXPANSION JOI ITT 5lAEl OH G L 12· ""' L -~ Smt,M: '1 24' rTOO II 71 e• CCR TYP 2'-0" " c "" " ' ' ~· • b m " " ~ ,.; • (2)114TIB " .. • " e,• CMJ >(I '4 IIORIZ.-~ ll l6'oc,GMIT STEE.. GEll5 ~ FELTEXPAN$10NJ:?1 '° SLAB ON ·-' FTG 7 ,. ~ooms !I l!l' oc " " 0 ,,. "' WNC FT6o J.~"3' CtR ~ TfF 2'-0" l EXTERIOR tJAI I AT RESTROOM Bl/II DING 0\ ·~-","""'"""' ...................................... __ ~_ 8" CW IS/ 114-HORIZ. 1124"odi GROJI" 5TEB.CEU5 I'S· f OOTlt,c;,. D0¥£1.5 11 lb" oc: EA FACE 11/Sivli:ioK Far.iixPAfl5ION JOlm--, C.Oft'.. FT6 ,--2x4 KEY 3• CLR m' 3'-0' INTERIOR VJAI I AT RESTROOM BU ILDING fa\ ,,.,,,..~ -~~~~, e• C.MJ .,/ !14 HORIZ-.......___ _ . ll 24" ix., GROOT ~.TT".t.-vrccc-"· e. -- ALL CEl.lS • SCllD GMIT CORE--- • . ~wea -~ EA CORNi::'"R ~ . , , 1>11 , • •. • • • • . .. . • • .. c--·--r---"iJJ"""-'--:..._·_·-'- 3' GLR WI< FTG,-_/ T'(p 2'-0" .. lRENC-H EXCAVATION; BAC.K FILL per SOILS f<Ef'ORT or to '10% DENSITY I I I I I I I I I I0'-0" I NO TRENCHES 6ELOl'i ~\ / """""" 101 f>Y., THi<l! :.0 11-115 PORTION ol F0011N6' -~--c'I- ~ =====-7'"'--COM?A6TED FILL PERPENDICULAR TO FOOTINGS 0 TRENCH DErAIL 1 ,~c""""'"""""'"'~=----------...... ,.,, ,;;;;; HOOKS and BENDS SPLICES <10' HOOK D , fld for ij.2 to lie, INCUISIVE D • 8d fer #'I mi LARGER i, %d I CONC, 40d fil MAS r, 1 /24" ~•J 1 ' .. F 1eo· HOOK 1:35' HOOK V-cRT REBAR --;7 Ti'PIGAL 2-0 m'. ALffi<!lATE eiw, ;"°"' ' ' ' HilRIZ, ' ,:~,;;:. ,_. a,-.. ; 't:;,6m5 IITTeRSEGTIONS lYPICAL RE INFORCINIS at CORNERS I INTERSECTIONS (2) VERTS,---;7 TYPIGAL 40 BAR DIA. 2 END ALm<NATE WY<!.'"'°' EXmlD HORIZ. 2 '{ERTS, ----> T\'1'. f<EBA's A'<.OUND -~ -,c Pf<OI/IDf DOViEL.5 IITTER5E'C,TIONS END MASONRY REINFORC INIS at ~ "="'COa,;R,;aN,aER.;aS;.;l'-"'INTE=R.aSE,,a;C""TlaaO,.NS .... ____ l:J,.. IN LINTE. 2LOCK /2) 115 T ! Bat OPENING LBS lHAN 5'-0" ,-(2) #6 T ~ Bat OPE~N6 5'-0" TO 1'-0" (2) t'J T t B ct Of'ENIN6 MORE THAN 1'-0/ 1 ~ r 2'-b" . / ::: . :TYi':•·.~~~ ;:'\' ......................... c ...... I STD.HOOK~ MRE EMBEV. Is IMPOSSIBI...E ---- SOLID GRa.lT SHADEDAAE/6 T !'lHERE-EX'TENSION 15- IMF'OSSIB!..E ~ BAAS AN!_; HOOK, TYF'. i<-.J<-l'W.L RElflf. 00\'fi.5 Tb MATC,H VERT. aAAS,'TYP. GI.LEO LAMlAA1EV I..L\:ffF< I. ALL FAeRIC.ATION AAD V'IORK.MANSHIP 5HAil WlfORM TO AN.SI STANDARD Al'IO.I, Af>TM D·:l:TS1. Af'A/AITC. IIT, AND m:" c.wR.-~ ED'ITION OF ill-RR WNS~TIOfl lBTS fOR(;LlJ.: w\MIAAW KAIB<IAL 5HAil CONFORM To AITC 200. 2. ALL G!.IDJ LAMIAATE!i t-e-eS'<S 5HAil BE DCUS.LA5 FIR, cot'81NATION 24F ~nf !'vliTE!ilfl<OOf !<.ESOl<:C,INA!. CR Pf!t:-wl. REO!<l.lNAL GW: WNFORMll'IS: TO THE FEPfAAl. SP"'C:C-lflGATIONS MIL•A-e<rl.£. LIS€ W!-elAATION 24F-V4 FOR SIMF'!.'r' ':iWOl<Tl.'D Sc'Al-6 A>,D Ulr-iJIAATIOtl 24F-~ FOR GAITTILEV<:Rro &AMS U.N.O. 3. FINISH OF THE MEM6fR5 5l!Al1 S.E IN:DUSlRIAL OR FR/\MIH(; ~ eAADE IN CONFORMANC.E HITH THE 5TAADARD ~ 6i<ADES OF THc. APA OR AI.T.CI. 4. EACH 6!JJi: l.AMIWIW 8c.A.'1 L'Sa) 5l!Al1 &A.'< A 6AADI: MARK OR lfAVc A GOOlrlC.Ali: Of INSPEGTION IOENTlf"(JH(; TlfE A6i:NC-Y AND n-E STAN0Af<P5 LSED fOR 1-WU'AC.-{t,RE 1'6 Sf'EGIFIEl:J ·~ THE MA'<K OR CERTIFICA!i: SlW.L BE Fl<EENTEO TO THE E(JILDING INSPEGTOR OR DEi"ARll"IBJT ~ R.EG.Ei1ID. 5. ltUSSOTh'ERl'ilSE NOTW, 6!.l.le l.AMIAATHJ BEAMS 5HALL ~AVc STANVARD e,AJ,ftR $A5ED 0N·3500 FT. RADII.I:,). """"""''"' I. THE 5HOP Df<AYilNG Sl.!3MITTALS FR01'1 TlfE VARIOE, Tf<ADffi r!ILL et: REVIEY€D BY THE ENSli'IEB<. OR ARGHl1ECT ONLY AFTER 9XI+ DRAl'!INffi HAVE SEE!l, A. INJTIALLY REV10'W AND N:.CEPTED )6 Wrf'Ol<MIN6 NTH THE STl<ilCTW.AL C.ONSmrcTION DRAYil~ BY TI-i: RcSFONSlet.f ~=OR AND ~IH&S Clll:GKER Hirn TlfEIR SIGW.11.RES. B. APf'ROv"Eil AND ACCB'rED Hirn A STAMP F!<DM Tl£ 6ENB<AL Wf!lRAGTOR "5 W~ORMIH(; TO THE WNSTRil::-TI0/-1 ~- rc:STS A.'JD lfl:,pEGTIQNS I. Wt.Tl~ INSf'EC.TION BY A RE61STER20 Dl'Pll1Y l~CTOR IS !<l:'GLIIREl:J FOR Ail FIELD VlEI.DING, HIGH :,-r,.e.sllf BOLTING, POST-mlSIONINS, GONGRJ:TE Hirn A S~Tlf GREATER THAN 2aoGl PSI, AND MASOl«r' ~ NOlW ON T.f: FLANS AND OETAILS. THE EXIENf Of Sll'.;H l~TION 5l!Al1 CONFORM TO SEGTION roe, I 1101 OF THE GALIFOR.NIA flllLDING-WOE. AA /lfFIDAVIT 5l!Al1 Et: 15:i!ED TO Tr!E Af<l;HITl'CT,Elt,lt-lEER AND THE SlllLDIH(; DEPARTl€ITT AT THE COMPLETION Of EAGH T!1'E Of rtiRK STATING !-+ETiti< M: HORK !'lAS IN GONR'.1RMAit:.E HITlf THE Af'l'flOVU) FlAN5 Al¢' ~IFIO,TIONS. S]BLICMA!. 5ITEL I. AU. FABRl6ATION AND Effi:.TION SlW.L WNrORM TO THE LAlt:5T EDITION Of TlfE AIS::. MAfUAL OF STEB. COHS'fl<llCTION. 2. ALL !'€!..DING 5l!Al1 SE DONE BY GERTIFIED l'£l.OER5. ALL FIELD :i=-T:.1/E CONTI~ lta'ECTION BY A Rf615Ta<ED 3. Ail Fl!LJ. ffiETR/\ TION GROOVE N:LDS 5HALL 6!: l/LTRA50~16AU. Y rt:51ID (\IT/ FOR THE EX1ENT REGIJI~ FER~ W<!<ENi EDITION OF TriE CALIF~IA EVILDIN6 WOE 4. ~DE Fl.ANGE SECTIONS 5/iAlJ. CONFORM TO 1'6"M Mq2, 6RAD:: SO. ALL PIPE SHALL CONFORM TO 1'6"M />53 6RAVE '6' ~ KSI). AU. TUllE SHALL GONFORM TO 1'6TM R/JO (4<> KSI). AU 01HER Sm.lC.MtAL STEB. 5HALL CO~ TO 1'6TM 1;3,E,, 5. AA:liOR BOLTS AND ll)lflNl5+£D BOLTS 5l!Al1 c.oti'ORM TO ASlM Nm I, ALL l'flDIHG ELEGTRODi'S 5HALL GO~ TO AY6 ElOJO( 1. l.tt.E55 5PEC-IFIGALJ.Y Oi:IAILED, NO STI<JJC,TU<!ll STEEi. MEl-16ER SHALL SE DRll.LEO, OJT OR MODIFIED IN A~'l' W-.Y l'IITHC:vT TI-i: PRIOR Ji<ITTEN WN5ENr Of TlfE 5~71.AAL EN&ilNEER SOLT HOLES,~ ~ITTEO, SHALL 6E Di<IL.LfD A MAXII-U-t Of 1/lf,' OVER THE DIAl-£!ER OF THE THRE,',!?EO FASTENER; Fl.AME WTTll'4$ l5 NOT Pi:RMITiED. e. THE FABRIGATOR AflD EREC-TOR SHALL F!EVIEYI Tii2 CON'IR/\CT Doct.MENi's .PRIOR TO f'ROJ;I.ICIN& $OP t,RA,\'il~. IF AAT" COhS'l.lGTS ARE Fru!D A6All<'iT THE l<iOOIP.f}ENfS Clf AAY SAFETY !<EG!lATION5, THE FABRIC.ATOR SHALL fmlfY THE STi<IJC,"MW. l:XGllftR PRIOR TO PROD!K:ING Sf+aP DR!ll'll~S. !12PD fflN:1E /rlE,/, 00/15/0bJ I. Al!. STl<lJCll..M l.U-SER 5HALL 6E OOJSLAS FIR -LIIRCI! OF THE FOLLOl'IIN6 6RADES, GOll'Ol<J.1fm> TO STANDARD GRADING RLlES FOR ViEST W/.ST LIME<: N0.11, L,NL..ES5 ~ O~ISE TIE UMBfR GRADES AS 5PEGIFIEl:J BELOl'I MEET MINIMJM RfaJlf01ENTh, PLAlfS, Bl.Oct:ING ;;;;;;-======SWOR 6TR srure TO I0'-0' IN HEl6/!T -SID OR 61R 5i\JDS OVER I0'-0' IN HEl6/!T--·---HO. 2 b1S Fb 2X f<Jll'TEl<5, J::ll5T5;'"~~;:::::::::::::::_NO. 2 li15 Fb 4X EJEAMS, f/::ADER9 AflD POSTS -NO. 2 e,s Fb 4X4 POSTS, HEADS<S SID OR 61R POSTS AND TIMi:ERS (t,X AND LA'<6ER)--NO. I 1200 Fb ~ MD 5TRIWGERS (bX AND I..AR6icRI --NO. I 1550 Fb 2,; LJMSa< SHAU:l!AYE l<l!t MAX1!-!M M0151U<l: GONl'ENT. 2. llTILITY 6RADE L1Jl,eER 15 tlNACCEPTAa.1: FOR A'M F'lRF'OSE lftll!Dlt4G, arr l<:IT LIMIW TO, BF<ACl~,'51l15 OR GRIFPU:: sll/D5: 3. i1HEF<f P&.6161.E AU. LIMl!:R 6RADE STAMF'S SHALL l<C:""MAIN ON L~'Ar-7a< ll<'iT,lillTION. 4. Ail )'(;OD 6EARIHG ON WNCRc71: OR MA;'.ONRY SHALL & Ple$JRE 111.EATEDflR. Ail FASIDlE!<S !';MALLER TI\AN 1/2' DIAi'ETE!< AND ALL HARPl'IA'<E IN WNTAGT HITlf l'Rl:59.!RE lREAlEl l.Ul>0ER SHALL 6E HOT DIPl'ED 6Al.VANIZED. 5. EAGH ~-BASED STI<JJC,l\AAL-IJSE. PANEL ,USfD!'QR DIAPHRASM Wt«i'Tm;TION 5HALL BE IOENTIFIED 6Y A REGISTE<ro STAl-f' OR SP.Ai!D. Cf'AN tcoo-AF'F'Ri:Ml:) ~IANC!:-~E 'A6E)t;y_ CHAAT FOR 'EZ GODE' NAILS "'°"'°' 16'd SOX tbd ~N 12d Ul~' ~MSlt!KER,l 'lbil COMMON 2 t/2' X J31.dl~. 3 1/2' X 135 dkl. P 2, 1/li'-:l" i< .14& dii:i.· R; 5, T, U, V ~ 1/4' x .l@d!a. )'I 2-1/2' X .11,2 dkl. X 3 1/2' X .162 di~. Z ~ SHALL BE ~ILEIJ ~ 5PEGIFIEO IN.~ NO. e;., OIHl:RHl5€ SOX WIIL5.MAY,6E !,';,ED. 'NAILIM5'5HALL BE FE< CW.°1'EB, ~· OF M' 6AI.IFORNIA 6UIJ.DI~ c.oDE UN!E5 i.;im;, OTIERl'll5€ ON THE PL.Al6 OR DETAILS. AL!. W.ILSINTO l'Rl:SSURE TREATED I.LIM&R SHAi.l Et HOT DIF'F'EO 6ALVAAIZEO. NAILS Af<E: Do'lf!W AS FOLLOl'IS, 16'd GOW.oNS, O.lb2' di~. x :l 1/2' 16'ci BOX, ,0.135' dla. x 3 1/2' led SINKff<S (12d GOMMOf{), 0.14e" dkl. x :l 1/4' IOd COMMO~ 0.141i: dkl. K 3' lad BOX, 0.1:@' dJo. X :l' ed ~, O.ISI' dkl. x 2 1/2' ed BOX, 0.IIS" dlcl. x 2 1/2' NOTE, ALL TOP PLAl1C SPLIG!:5, SOL:: PLATE NAILIN6_AAD 1-~IST BOTT0°1 FlAN:,E W.ILIN6 MAY 6E C0)6~m, U51N6.BOX NAIL5 OF/. eemR r,_ META!. FRAHl!,1$ c.c,i.m7QRS SH/Ill il-i: nW-f.'A'i!"k~ Bi SIMfSO« STl<ll~TIE, "6 SPECIFIED ON F'!..Al6. CONNECTQFS BY M.An.fAC~OTlfER TIWl SIMF':>::JN MAY 6E IY.;El:) Pl<OYIDED, ,;) C,OIINl;GTQR.S t-EET Cl< EXGEi'D nlE CAPACITY OF nlE SPECIFIED SIMPSON WJNJERPAR'TS b) COIINECTO!<:i Af<t APPROVED FOR OSE IN A Gll!<REkr 1e,eo E'IAUIATION REPORT Vl:RIFICATION THAT GAPACITY OF HAP,!11'1,!,RE 6Y AL TEl<NATE ~=.e~~MOR~lt~~~~~~cilMF'SON WIits FciR:·Au: ~ttoo 5HAI.L BE AS 5f'ECIFIED BY TI-IE MAlllFACll.RE!-fFOR RU. GAPACITY Of iHE f!AAD'M'<E. ~-~IOE FIRE STCf'S AT AU ltITERSEC,TIONS OF STLIP rw.1.5 AT ~l~~-~~:~~~~~:WIL ENCL05ED. 9/!#;E.."; f"lAcEf lRE STOF'S AT A MAX!i-u-1 !3f'ACING-OF I0'-0' IN THE',Vi:Rili::J.J:.'DJRfei1oN. PROVIDE 2X FIRE STi:>PS I~ ALL RJRRW~k:ES}\'B<TIGA!i AflD'fiORltoNTAL, AflD,AT A MAXI~ 5PAGIN5"0f. Ji:i'io'.IN E!ICl{i:ilREGTICIN AN!, AT'nc SAME LINES AS FIRE 'sTOF'S"iJl'iwJACEN't S®"l'W.1$. 10: TOP F'tAT5 OF Ail 500. ~ SttAl.L Sf 2 FIEa'S M SAME SIZf ~s~iG~1cE,/ ro LAf' 4'-0" RINI_~ N<D.-6E ilAILEO PS< II . ~l~t/~~~-\~:_~;o~~-~~alr J'i,ll&ER'l.l'N:DcR HEAD AND WJ"·IMLESS NOTED:~SE. 12. ~~~i!}~r: ~6HTEiEIJ PR!Ol< TO THE APF'LIGATION OF 13. STI<JX;TU<AL MEl-18,:,<5 5flA!.L IIOT BE air FOR PIPE5, ETC. LINLESS SF'EClfli::.AIJ. Y"OETAII.EO. ~GHll-6 OF, ft:l!<JZOIITA!. SlRl>CilLRAL -~o~c.:con'.:~~ =~11:5;~~~~~~3 ~x~:~~ie::;~~~r,~1:/MJ flWI/ISIONS Of !£1:;TJO)o':2;l20.l l.qAAJ:i 232'0.I I.IO. 14. PFOvlDE 50!.IO ElOQ(;IN6 6l:TtEEtl,J::llS~ ,',ND RAFTER.5 AT Ail ~~;:~i:•~~=N6~:0M FIEGE· AMJ TlfE RU OEPiil OF TlfE JOIST .OR RA.ICR. 15. AAIL @JN:>MJ5T 6E EGUIFP.:D l'IITH A Fl.Ll5H NAILB< ATTACHMS-n FOR 'NAILI~ OF FLYltXJD SlEAR f'W.15, FLOOR Sfo:ArnlMS A.NO ROOF !:HEATHJf!S. -I. AtL GON$1Rl>C,TION AAD i'IC'l<KMANSHIP SttAl.L Wl,rf.lRM TO iliE 200i C.Al.lfvl<NIA OOILDINS CODE (G6C). 2. n£SE NOTES 5fW.L BE usro 1N COIWl-tTION ~1rn i1-E PI..Al6 AND ~ DISG!'<S'AACIES SHAU. 6E BRro<;t-lr TO TH: ATTEllliON Of THE A'<CHl1ECT AW TI-IE S.SINl:ER 3, C,Ol,'lWl,(;TOR 1415T C,lf:CK DIMENSIO~, FRAMING COl<OITlON5, AND SITE CONDITIONS flEFORic STARTING ~.J( APC/i!TEGT.,',ND TH: ENSl!ffR 5HALL 6E !mli'IED IMI-WIATii Y OF ANY DtSCi<S'Alt:-IES OR P05516! " DS'IGIElll::IES. 4. cotlDITION5 ~T ~GIFICALLY DETAILED 5l!Al1 !lE COH5~THJ AS SF'E,:,IFIED IN TYPICAL DETAILS FOR THE RESF$TIVE MATERIALS. S. THi: DRAYi!N65·AAD Sf'EClflC,ATIOO REPRESENT THE FlNISHEl:J Stfii!i::.~-Ail 6AAGIN6, ID1PORAFiY ~; Sft)!<Ji6, ETC,. IS.THE SOU: RfSFONSIBILITY OF 11-E GONmACTOR. 'OE&RVATION w.,its,TO iliE J::l6 Slli: !lY Tl£ ARCHlj1'6T AND THE ENjslNEf3:< 00 N01"11,IC,lJJDi: l~TION OF CO~TRLl::,TlON ~-nf: cdm..AcTOR 15 SOL.a Y 1<5F'O/Eil6LE FOR ALJ. uil6TlilkTION ~-~ FOR 5Affi'T" WNDITIO/Ei AT TH: ~ITE. .THESE V151'r5 S!W.l ~ 6E GOIEiTRLED AS WNTlfU:US AW DETAILED 1i,m,:.noo. 6. DfSl6N, MATERIALS, EOOIPl-1ENT, AND i'RO[;\JC,T:, OTJ-5<. THAN TlfOSe DESCl<.IBED BELDl'I OR INOIGAW ON THE ~IH65 MAY,Bc CON5iDl3<HfF0R USE. PROVIDED PR!Ol< AF'PROVAl. lS:06rAiNED FROM ne,o~ /\'<GHITECT, THE E»slNl:ER, AND tHE Af'f'Lli::.Afll£ GO\/ERNIN6 cotlf ~TY. Fct!NDATIONS I. ~~~=~~DD:=~~~~,:.~ FIU.IN6,'BAGKl'ILI..IN6, Rl:GOMPl'£.TION, ETC.15 TO Sf'~ ONI. 'f UNDER THE ~SION OF A SOILS Sl&IIEER 2. AU. EX6AVAilotl5 Al<i TO 6E INSf'ECTEtl AND AFfROVB; ElY A SOILS OOIN!:Eft PRIOR TO 11-iE PLACEMENT Of AAY CO~RETE OR REINFOF?'-IN6 STEB.. 3. FOCl1N65 M<1:. TO 6E CARRIED A MINI~ OF r-e• INTO FIRM IR-VISllJRBED WITWAL SOIL OR A."A<O\IEO GOMPACTED FILL. 4. DESIGN EEARIN6 F'Rl3S!RE 151500 P5f ~rn A 5Sili INCREASE FOR 51:l~IC, OR Vl"lNO LOAVIN6. S. RaATIVELY tt?N-f.)(;'A.'151VE FILI. 5HO,U) Bf usa;, IN 6i'C,KFIU.IN6 BEHIND l'IAl.1.5. Ail HAJ.15 5HALL 6E ADEG!JATELY SH::ll<EO Ci.RING TH: BACKFILL c:fERATION. b. ~A~~~:;;r~Tl~~~ :mPAREDBY NMG GEOTE'CHNIC,Al. It.!:-., »o.-q~E, DATED·OEGEMS.ER 2<!, 200/,. :~~ ~~TI~E~~~i:=/~SE CON5IOOIDJ AS MINl!-P-15. •• 1. 11,c COMIRACTOR M.IST VERIPi':_lHAT lHE PLANS AAVE 6E:N 1<£VIS'u:D BY TH: 501L5 ENGi~ PRl~·TO START OF WNST!<LICTION. REINFC!<Cl!:16 Sra:i. ,, ' '" .,, . ._ L i<J:l~li'IG SlcEL SHAU:..C,Cff'_C®:-1 TO ASlM "615 OR.A100, GRADE 40 FOR SIZES #3 AAO lt4 Aib:~~-60 FOR SIZES 115 ANO LARGER 2. 1'6.DEP-r!IRE FA6Rl6 /lel<J:~-~'i,TO TIE LAICT f<£':II~ A$™.'Ale5. ~rn-1'!1~-SfW.L CQNF0RM TO AS™ #>2. YIEI.D'Sll<ENGTH 60'KSI. '\,; · .,.,· ·;,, 5, ~~~i~~~~~t:'.~~g~ 5fW.L Wo/.M -TO:MTM A1o6'i\ : •• :•. : ' , . .,,,, ·, · .. , ' ' 4. AU BARS IN' MASONRY SttAl.L EJE: l,',.<'l''ED -A-~INIM!M OF 40 BAR 01AJ,£JJ;RS /2'-0'.mln) AT Ail 51'Lras"·MS•lidrm OIK:!<Y!1Sf. ' .-. '"' ,, ' ,-,,.,.\ ' ·•. ,.i ... , , __ 5. AlJ. 6AAS'IN·~ ~6E'UJ"P.ED.·t,,,.Mllllt-lJM OF Sb BAR D1AI-EfE<5'(2'-0.''"1ill) AT'Ail Sfllf~:~'Ni::?'TED ~iSE: ,·.·cc, :· ,;::_1,,:-· b. SPL1GE5-0f HORIZONTAL·RffiA'<,. 1fl_•Ml5 AAO FOOTI~ SHAU. BE STA66EREO 4'-0" MINI~. .;<:-• 1. DOJ1EL5 FOR l'IAl.1.5 AND coUJMils:5HAl!. 6E THE SAME SIZE AND SPACI~ Ml nle f't.lWCOW'11-1 ~~ING lM.6$ ~ ~151:. ,_;-;,:, !I. AU. BOOING Of R.El~ING Sita 5HAl!. COfl'Of<M TO THE LATEST EDITION OF TI£ CAl.lf-ORf!IA ElJll:JilNG WDE. I. LNLES5 NOTID OTI-Ef<YllSE. Ail~ 5tlA1.L ATTAIN A MINl!-tn-1 COMPRESSIVE STl<EN6Tli Of ~-!;'::ii AT U, DA'f5 2. A66REGATE9 5HAl!. 6E WITI.RAJ. SAM) AAD ROq<;-CONFORMlr<S TO AS™ '''. ' r"•;'· ';'/.' 5. e,a,arr SHALL Bf FORTI.AND c.EMENT WNFORMING TO ASlM C.-1:0, T!1'E V. MAXlt-M-1 !'!AlER c.8'$)V,TIO SHAU. Bl: 0.50. " ,., ,,i'.'..',', ' 4. l'!,,!,TER SHAll 6E FOIJ\SLE, C~/,I_II) FR8: FROM l~lc:t/5 AmWT5 Of OIL, ACIDS, ALKA!:IS: 5;',LTS, OR6ANll:i MATfRIALS, Cl< oms,: :ieSTANC,ES THAT 141\Y 2(DaE1H<JC:VS'To ~RETE OR R£1N""r-ORaMENT. 5. ADMIXIL!<l:S TO 6E USED IN cd!GRE'TI: 5HALL 6E ':ti6..ET TO PRIOR Af'f'f</JI/AL ElY THE El'tSlkl3:R 6. rolC&7E 5HALl. Bf ru.ED·!il1LE f1;· MOIST CONV1noN FOR AT LEAST Tl!: FIRST 1 DA'fS h-'"TER FLAG!::elENT. ME0005 FOR ACCi'ifRAW O.RIN6 5HAl!. KAVE PRIOR Afff/iMAL OF THE ~I~ 1. 00: FOU.Oi'llN6 Mllllt-l!M CLEAf{ ri1srANCES BET\'.ffN l<il~ING 5Tm AND fAC,E OF CONCi<fiE 5HAl!. BE MAINTAINED IM.ESS 1'1:'.JrED 0Tlfflll5fc 5LA65 ON GRADE --" GENTER Of SI.AB CQNC.l<ETf i:J'..LOl'l 6AADE'. F~·c. ~-~-,, CONCRm: 6ELOli 6AADE. !.!v'O!i'.Ma, (pocl"cd Cl9Qlr,;t sartn) --·-------S' CQNC..RfTE EXl"05fP rd YiEAn£R· --1-112" !I. PIFB MAY PASS TtfRC%H STI<il::;'TWAL. i:'.ONU<ETE IN 51.EE!/Ei, 00T SHALi.1'1?T. BE E~ T1€REIN. PIPES OR Cl.l;;TS E:1(C,EEql~ ONE-TlfiRD lHE SLAB OR )'W.l. Tl,IC,KNF$ 51-W.L IIOT. fil'.'PO.tED IN Tr£.5Tf<lt.TU<AL i::.o!am ~ sm:.IFl6;1LL Y DETAllf.C::i:- ~-,f'l<OVIDE 5/4' GHAMffiG AT ALL B@OSED CORtcRS. ' 10. REFER TO ARCHITECT\IR/ll. ~IHGS FOR PZvEALS, Ai<1:)6 Cf 1EXT\J!<cP GO~ OR :ffCIAL rm1~. ITEM5 /1.fOOll<ED i o BE C,AST INTO THi: CO~, al<e5 ANO 5lAE! Di:P!sESSiofe:': ~- 2i\!6RtA.~ SliA!.L 8t TYPE ·s· Ml)(!:[) IN THE FROPORTION Of rPAkr ' poitrt:AND ·GEMENT TO 1/2 TO 1/4 PARTS LIME F\/lTY T0 '2-l/4 rds 'rll-ES lHE el>! OF THE GEMENT Pl.LIS Ut-!E R.ITIY PAr<"'TS Of sAND. < ' • ' • 3. ~5H~~A~~l~~0:~1'i5=~b 'GEMINf TO"l/10 PAAT LIME F\/lTY TO 2 TO 3 PARTS SAtiiiTdA "·MAJ(114'M Of 2 PAATS 6AAVEI.. 4, AOORE6AT5FORMORTAAAND6i<0,1TSttALL BE AA•'.SAADAND RO(;.K WNf®-!IN& TO AS™ C.-144 /1-tiRTAA) AND C--404 (~}. s::~W:S 5HALl. BE FIL.LfD.l'IITH <,Ra/TIN LIFTS IIOT TO E.\<'tiij.~ ;!;!E_l~'.OF 5':<1,\li1Tl9Ji C,LfANClJf fJOLES. IF OYl:'R 5'~•-~IDE -~ ft:tf5 /M,,l,.,X. 32' o,,} AT OOTTOM OF EAGH 6Bl.'l'ffnt ,. :@1~1~:·ANO_ AT E,0;:,11 ~ LIFT. rnE KAX11"M.6f:_OJT llf.T SAA!.L, lt)f. EX66:P. b'.:0'. rill. MORTAR DROPPIN&.> AND:DEi3RIS' 5H/IJ_L !ii:~.~ caLs ANii l~lED BY THE c1Ti',W1Ll71115 '.l~T~-~.HOiEs-SH.'U THEN BE 5E.'UV,~'6ROJT. IS.~E?- t , •,ALJ,'COtti<..9r,fJLOC,K 5Hi-J..L CONfORM TO ASlM ca.o;GAADE N-1, Ll6!f.h'l:161ff·OFB4 El-!00? UNITS, 1:.-,;/.;i' , :l·,_,'·:1 • , -6. AU. REINFQ!;:CErfilT, OOLT5, ETC. 5HALL KA.Ve A MINIMJM '~ . , .. ,. ·-. . . . ''• . ~E.Of-3/:4'. q, 5!:E,r..e: M<.CHliitTIR<Al: -~1m,s FOR T!1'E OF lAf!TS, Lf,.'fl~ • • ,PAfTEl'(I( ANO: '..IOINT-DETAIL5. IMlE55 5F'ECIFICAil Y ~ffi ' ·' ~15!', All ~k.:"TE 61.0C,K SHALL .i5E " • & ill & & & & ill & & & Lili ,{,,, i ::E 8 ~ w i ' ; ;. i z ::, ::!E' ::E El w z ~ - [W.f~-'' mlJCJUR,',I. ENGINEE!t INC COl'&A.TING & O[SjGN ~-~~~ ~ll45 ,71f'1973857FM tw.E A. CHf!ISIWf SE 2705 ~ : • V .. .... . ;; L ' ' ' . ., ... • • . . ' • REVISION "" SHEET NAME GENERAL NOTES & STF{WCTURAL DETAILS PROJECT NUMBER 0100"! ISSUE DATI: JULY 25, 200--r PURPOSE FOR ISSUE BID SET SHEET ·NUMBER . . ~----'--------~::._----,----------'------------------------------~--------------------------;---------'----------:-------------------------;--------------------~0 ,----------'"-'....,_,--'."'~.""--'-'---''-'"'---,ec~o:r,to~Aiirr~. ;-, 1;11~2,41~0~,~ ., .. • ,---------------------------------------------------~---------------------------------------------------------------------------------------------------------------------------,-------------~'\ , \' I SIHPSON 'C.516'@ EA Dli<.:'CTION\ OVER HIP EM's wJ (11) 16d to SHTG/1x HG/RAFTER 4x ftlP BEAM par Pl.AN5 '11/ --J PLAN ELEVATION 0 w •-• m ,. ,, ~ " • 0 "' ~ g ,---E.N ROOf 5tm:, to Ti6 OVER HIP BEAMS ;; l~TN..l. STRUCT 5HT'6 OVER2xTIG 2x HG f""C A'<GH'L 'Ill (2) lbd per 60/IRD to EA HIP ElEAM '---SIMPSON 'li.35' AN6I..E /4) TOTAL w/ (2) ~•, ME's ™RU HIP BEAMS SIHPSON 'G516' It EA RIIFIER\ OYcR RID&E w/ (II) 16d to SlfG/2x TIGIRAFTE<. 4, AAAER p<c PLAN$,,;~ (6) lbd TOi:AAIL.5 EA Rl\flER l:o RIDGE BOARD 2x HG par A~t--, w/ (2) 16d per OOARD to !'AAAAER 2x RAFTERS par PLANS 61"...ARING on SllJO ML 2x SLKG 1'1/ SIMP'::ON A;l;'i's@ 4e>" or., DSL TCf' PLATE 2x 5T1Jli5 It 16' or., 4x P.T. NAILER----- wJ '¾ •~ X 12' PS's II 42>"oc (2) 114 IN OOND BEAM --' B" C,MJ; SEE FDN.--------- DETAILS l'IOOD DROP BEAM·'II/ BEAM SEAT OCfOND, lYP EA DIRECTION -MITRE <00"'"5 KOOD DROP BEAM;--r--' 5ff PLAN$ FA6RIC-ATEP STffi. BEAM $1, T 1~((:;):;it.'4'. M.fl.'5 nFJ.I ):WO·BEAM-SET INTO GRO.ITED l'iAL.I.. Ull.JN131SINK ,---E.N. ROOF 5HT'G lo HG; 16d It b' oc from HG ta BLKG ~ lflSTAl.l. STRUCT 5HT'G OVER 2x HG 2x Ti 5 per A'<GHL wJ (2) 16d per EOAAD to !'A AAFll'R '-----4x RID6c' BOARD ltlST;IJ..L STRLICT 5HT'G ~65~~~-<;'~~E C.ONNECTORS EA BRAGE to NAILER Pl.ATE i (5) 16d fJ TOP ta RAFTER. IJ,l!;TAJ..L 6AAGE5 ON OPPOSITE SIDf of ML FMM RESTROOMS Slt-fi?. HGAIO' f'RAMING.AllSL.f EA .SIDE df HIP 'Iii /4)'5W'-1Xl!:i" SGREl'6 le> HIP BEAM ~ /4/ SPSi4,:3' 5CIW'IS W EA· SIDE Qr DROP SEAMS ,,;-SIMF'::ON '1212L' STRAP ,if /1) 16d NAILS TO EA BM ,,--P!WYIDE SLIT AL.Of4S BEAM c.ENTi:RLI~ TO ACCEFT KNIFE..f'LATE lliS RWM' BEAM' 5".AT I' DRYPACK ~~.;:~-PILASTER ~r • PIXKET FOR DROP 8fAM S£E . •12 ELEVATION l ml.ES 'Iii MATCHING GRAIN V100D DROP BEAM SUPPORT fa\ ;;;_:,a,T.aP.aOaaGeaKEa,T.a1Na.GaaM~U.aPaelL""A""S TE=R---~~. PLAN VIEV1 I<---IWOf RAFTER, TYP. / Sl.OPED ! ~ SIMPSON 'HJ:'.,;' or ~' HANSER 'N AGI/TE ANGL.f C.OIIC.EALEP, EA RAr7a le> HIP ElM l SIMF'50N 'GSlb' ,if (16) ~EA.END at PLATE SPLICE /HAT SE ON TOP or SIDE! DR BM; 5a: PLAN5 ~---SIMFSON 'fit4b' flAN6ER ~/ (12) l4 x 2¾ TITJ:N S(;RE)'6 to ~~ ~~ IOd AAll5 BN, W!lIDAR'f----------- lWLIN6 RAFIB<>oc ...l:?15T5, TYP 2'-0' MIN. !'IJDTI-! ftlrE$._ V5E 3x4 FLAT ,:,r 2x4 VERT a.K6 w/ E.N. at EDGE .k:JIITTS l'f-lERE ELK'D. DIAA-i¼GM CA!.l.ED OUT. SEE' WAIL 'A'. I. i<lJN LONG DIMENSION OF PL Tl1?0P ACROSS /PERF'ENDIGIA.AA to) ..1':llSTS AND RAmRS. 2. 5TAG6E'FU.'ND 'JOINTS 2'-0' MINIMUM. 3. actiNDAAT .NAILING APPi.iS TO PERIMETER PLATE Lite; d!O!<v.i, TIES, AND Af, VALi.ED FOR ON ~INGS 4. 513:"PLJiNS FOR NAILlflG. 5. NAll.5 s-w.l. HAVE MIN.¾' EDGE DISTANC,E. 6. All'JOl5i'S AND RAFTE!<S SHALL 8f LAID ctlT INA 4'-0:-MOCU.E TO COlNCIDf l'IITH PLTl1JOD. 1. ~~~~-PLTi'<DOOATFLOOl<S ~-e6:: DETAIL '6' FOR FlW-IING l'IHERf Pll"Y()OD JOINTS ARE Off5ET DUE TO RAFTER OR JOIST LAP SFI..IC-5. q_ l<ECOMMEND 1/e' GM' 6ETYffN ALL PANEL rnJ-5 AND ED'5. .,,,-EN. TYP. I m I 2x4al..KW~ lbd@ 12',x; TO J:JIST ~DE~T~Al~L--~®- s,=',;'pLs,,Ye,f'10e,;0.;;D .. De,.;IA,.P..,He,;RAe,;G,eM~D;;eE,eTe,Ala;,L ____ @ ' SHEAR WALL SCHEDULE- Sn<. MATERIAL 1 ¾," f'l!..P. /RATID 51-iTISJ SPNI RTN'6::Mlo SIMP. 'H5AIO ' FlW-IING--, ANGL.f W /4) SDS¼xl!:i" S(;REY,5 to RAFia< I /4) 5~3• SGREl'IS i:o 4x NAILER ~TE, 2x ·BLOGKlfl6 5HALI. ~'r'~ ali ,l,j_L. BATS ''"-"' 2x l.E!J5t;"'R 4x_i:'.T .. NAILER--~- ,ij·~!ihc 12', AB's t lb'c,, (2)"¼ 1N 00NCJ SEAM O' C-MU, m FON. D~AIL5 "' . ,_, ._,._,, PANEL NAlLIN6: ... b'Cl,'E.N . 8d:ti 12~.'di'f}I, " S.P.N. (I) CAPACITY '"' . """' b." ,x, E.N. ROOF 5HT'G to HG, lbd ' b' (>C from TIG to 6LK& 8Lf'i INSTALL STRIJC,T SI-IT'G OVER2xTIG !ii•48" or;, U.N.O. on PLAN5 2x" TIG per ARCHl ,if. (2) lbd per SOARD to !'A AAmR 4x 9!APED RAFTER pet PL"5 TYPIC.AL RAFTER PERPENDICULAR TO 0 ,se!"'X"'TE,sR,.IOaaR.aGa.M,.U .,rlA..,,L,.L~--~--~V'" f.N. ROOF 5!-IT'G to TIG;-~ lbd 't b" e>c ir<llTI HG to Bl.KG 6~ ' I LINE c,1 a-lJ ___,,..,...-";11· _:c_j<;;:"_l NAJ.l. ilETOND ,..!.. DROP 2fAM per PLANS' INSTALL STRUC-T SHT'G OVER 2x H& Rti OEPW 2x TIG per ARCJ!L ,if (2) lbd pet SOARD to EA AAF1ER RAFTER per PLANS '---2x 8LKG W _. A35's , 4e•,a.: ·u.r1.o.' '"PLAN$ TYPICAL RAFTER PERPENDICULAR TO ~ _ ="'D"'RO,ePeeP~E,.Ds,eeBE.,AecMe,~--~-~--~~ INSTALI. 5TJil!C,T 5HT7'o OVE<2xTIG ''· ' DOLE~ S'IJ,lJCTlRAL~ INC CONslJLTING .& ~ ,, .. _,,_"""""' """'"'· er..-,g,,_ UI. '/21Jl,1 714097 1145 714091'38571'.-\I: 0,1,1..E A. C!fR!STlAN st 2705 -' 1'~ / c, !So. 270!; "71:- ill REVISION SHEET NAME STRUCTURAL DETAILS nJ SIW'::CIN $!5V.,:"4½" VttlD r---==~==~-~7 5G!<fl'I piir, nG:OOAAD PROJECT NUMBER to NAILER Pl:ATE 0100'1 '--(2)ll4 IN BOND 8fAM TYPICAL RAFTER PARALLEL TO EXTERIOR oMi:I RAKE V1ALL ISSUE DATE JULY 25, 2001 PURPOSE FOR ISSUE B ID SET SHEET NUMBER FLOT DATE, 1/24/01 1 rT IS THE INTENTION .Q~ /HESE PLANS AND SPEOFICA TIONS TO COVER ALL THINGS REQUAED·TO MI\KE A COMPLETE AND OPEM11VE SYSTEMS. rr IS THE CClN.1:RAC'EoR'S RESPONSIBILITY TO AJRNJSH ALL LABOR.. EQUIPMENTS, PE~S; LICENSES; SERVICES, ETC-REQUIRED TO ~~i~il~l~E5:~~El{1i~S: OR THE SPEClflCA170NS. ' 2. BEFORE SUBMITTING A BID, THE CONTRACTORSHALL VERIFY THE EXACT LOCA170NS, ELEVATIONS, AND-CHAflACTER\STCS OF ALL UTILmES,ANO PIPING ANb:JlHAl:L IMMEDIATELY N017FY THEO~_EBfBIJLOER OR:¢,,~'DISQREPANCIES. THE,OOST OF Am UNSEEN EXPL.ORATlON S~ BE INCLUDED IN THE BID. 4. IF THERE ARE DISCREF!ANCIES BETWEEN NOTES; 'sPEaFICATIONS, ANO/OA~ORAWlNGS. CONTRACTOR SKA.LL NOTIFY ENGINEER/ARCHITECT BEFORE'COMMENQNG AN'i; WORK. - 5-ALL:woRK SHALL CONFORM TO APPL.K:ABLE CODES, IN CASE OF ~~~~ ~o5~~R(~•~£~~-~~g~~~~~6'."E MORE CO~ci:bR SHALL INQtJflE'iMn-i ENGINEER/ARCHITECT PRIOR TO SUBMITTING A BID. ' ~~Ji~~JrJl~i~Nl?i~::: STRUCTUf1/IL AND ARCHITECTURAi. REQUIREMENTS AND TO AVOID OBSTRUCTIONS. CHANGES .TO ACCOMMODATE INSTALl.A1lON OF THIS WORK WITH OTHER WORK,•IN ORbER TO MEET ARCHITECTURAL OR STRLJCTURA[ CONOITlONS; SHALL BE MADE \'ATHOLfT ADO/TIONAL COST TO 'OWNER 7, ANY AND ALL REQUEST FOR Cf-W.IGE(S), SUBSTTTUTION(S) OR ALTERATIO~Sl OF ANY KIND TO THE EQUIPMENT, COMPONENT, SPECIFICATION, AND oE¼i'lnoN FROM THE GENERAL CONCEPT OF DESIGN REFLECTED ON 17:{ESE DRAWINGS, SHALL BE "½DE IN WRmNG, ANY \i818Al.-APPROVAL 01;1 AGREEMENT EITHER DIRECTI.Y OR INDIRECTI.'(IMPUEO SHAU NOT BE TAKEN AS AN OFFICIAL RESPONSE FROM THE· ENGINEER. a c:Q.NSTRLCTION, SHf'J..L BE BASED ON APPROVED, PLANS BY ST ATE. CQtlt,/T'Y ANO CITY OFFJCIALS HA\IING .JJRISOC11(JN, ANO APPROVAL OF DE~~ TED INSPEQ_1:Qfl BEFORE. CO_MMENci.°r-:18·; ~N"(WORK g~~A~~tcf~~~~-FRESPQ~tE FOR Am ~ .. ·~ . -.,.. -. ' . . " ' . 9, 'J"BESE DF!A11VINGS'~E GENERAJ. GUIDEQNE,'f.dR SCOPE OF WORK. TAD:ENGINEERING, BY{P,U MEANS. SHAL.L-NOFBf:: RESPONSIBLE FOH AN'(,:0:ECISIONS, PEflf",Qf;l.MANCE Wpfit<; MI.Sbo~bl.CT, CdDE \'10lA TioN CAUSED BY OWNER,i'ARCHITECT, CONTAACTORS,-\'SUBCONTRACTORS., E~ENT su~E'.QUPMENT MANUFAC'nJ~ ANO THBR _'· SUCCESSORS ,. AN0:-A$00NEES, AND. THEIR.'RESeECll\.iE 0FFICERS,, MEMB,ERS; D~ECToRS:.,TFIUSTEES, EMPLbYEES;·'oFl'AGENTS FROM.·AND AGAINST ANY AND ·Al:L,CLl>JMS, DAMAGES, UAEin.itES, LOSSES, costs: ANb' EXPENSES. ·-,' ,-;,: .; ---. ~, • :,\~) • ·::·:i· _ -/,r;;tt: ,. 1J. LJ f-lESE DRAWING,$;:~ PREPf.RED BASEp)gt,:,§COPE. Of;' WORK. LEVEl(:OF, OUA!JTY'FOl;lfAl:L EQUPMENT'AND'-IAA'.rERIAL PR()VIDErf BY TliE_,,'&@ER THE:_~ S!-!ALL OBT/I-J/'l·A~1:fJ\i~t?f)Tl(I.TE .. '.,:·~ :,,, WAf;l8ANTY/GUAAANrEE,'.'ANO. DESIRE LFE: EXPECTATION FROM• R1SIHER F'RgERERRED MAN\:1/:,~c.Tl.JRER" ANO INSTAliERS.';.:QONTRACTofi•:SHAft NO))E\:'p HE_ E;NGi~El:~f(l;'gR ANi OEFlCIENQ'/',l~P,At-:i¢y;,6JtlE. <·:" l~E§iBEFOl;E ~\JBl\-1[81.NG A•BI_D AND flE~f Of:hlt.l;"QFIM,ATIQt,J •. ~~~~J;~1~~EJO~~~jj~;-~-~~ .. HA8'BEEN INSPECTED •BY-AOn-ioRiTIEs AND: BElNG'i.bco.JAEo.-· ·,.-; ."1" . ._·'':its. . , ,·:{:i\;f:). \~_,, •... ·r., 11 ,~.CON1BACTQ_R\~tW.LSl/BMrrsHOI:' D~-~r:,i~: f'_(?RiAPPRO~f,1-PRIOR• TO COMMENGING ANY WORK. •. • .:,c,\\•,._..,,, •. ..-., .. _,,-.. ·.\·.o • .-,. ')\$°' ' .•!~\\'<;' . '' '"•:\,i'.}· -',."::· ::-•·' •• 12 .. JHE.CONTRACTOR,\Sf;!N,.l_PREP.ARE AND i'BOVlDE 0WNER.WfrH A' coMPLETE SET OF fiS'BULT DRAWINGS WITHiN;~:fioAYSCAffiei.•wciBK • HAS\8EEN·COMPLETE0.t":.!iNY"CfiANGES . io· THE",'Af'PRoYECf PiJ.JMBING PL'.lt-!f/,\?HALL BE RE~K-lfTTEO-Fb R APPROYAL "prl'()R, 10:if•i~PECTION: .. 1., .~,. . ~ ,'\.· ' ~~b~~~ ~~~~STEO AND TROUBLE•i=REE BEFORE .c .''I• , , ' ,.-.,<i,, .... 1,-,, ... ··' ~() ~ ~~~l~~:1·~"g~ci-S~~~~~~~ :~~~~~ALLEO CODE .·(CPC 1J1.3). GENERAL NOTES SYMBQ ABB, DESCRIPTION ' SOfl'W SOIL, WASTE,,OR SEWER --cw --c»N COMBINAllON'WASTE & VENT '" '" INDIRECT WASrE. ------V '°'NT ---v---V VENT BELOW SLAB ' cw ' COliJ"WATER ------HW HOT:WATEFi' -----HWR HOT WATER RETI.JfiN FCO FLOOR CLEANOUT :<I! COTG CLEANGUT TO GRADE " I woo WALL CLEANOUT sov SHUT-OFF VALVE CV CHECK VAf..VE c)+ HS HOSE BIBB ' RHB 'RECESSED HOSE BIBB ' ' ~ UP RISER • UP cl ON DROP -DOWN _) ' T1"RV TEMP: & PRES& RB.JEE VALVE ABS , ·ACRYl.ONITRILE•BlJfAOIENE-slYRENE ,; ABV , : ,·A&lVE . "', . Af' Ai'-::ESS PANEL BEH BEHIND BEL 'BELOW a CAST IRON CLG '.(;EJUNG 8<P EXPOSED FF FINISt:iED FLOOR GD GAA!:iE IE INVERT ELEVAIDN ., ... MN "'~ NK) NOT IN CONTRACT POC POINT 6F CONNECTION eve POL YVlNYL CHLORIDE . UP"THRU ROOF um vm VENT THRlSROOF ' SYMBOLS & ABBREVIATIONS ·-;· . F = """ -----""" A BEFORE THE BUILDING MAY BE OCCUPIED, INSTALLATION CERTIFICATES FOR MANUFACTURER bEVICES REGULATED BY THE APPLIANCE STANDARDS OR CCR TTTI..E 24, PART 6, SHALL BE POSTED ADJACENT TO THE BUILDING PERMIT(S). CERTIFICATES SHALL 'I) IDENTIFY FEA TU1ES REQUIRED TO VER!FY COMPL.J.11-NCE W1TH THE APPLIANCE STANDARDS AND C.CR (Co-J.JFORNIA CODE OF REGULATIONS). IDLE 24, PART 6. ~ INCWDE A STATEMENT INOICA1lNG THAT THE INSTALLED DEVICES CONfORM TO THE APPLIANCE STANCiAflDS ANO C.CR TITLE 24, PART 6 AND TI--iE REQUIREMENTS FOR'SUCH DEVICES-GIVEN IN THE PLANS ANO SPECIFCATONS APPROVED THE BY LOCAL ENFORCEMENT AGENCY. 3) STATE THE NUMBER OF THE BULDING PERMITS UNDER WI-HCH THE CONSIBUCTION OR INSTAUATK)N W/.S PERFORMED. 8. AFrER INSTALLING WALL, CaJNG, OR FLOOR INSU.ATION, THE INSTAU.ER SHAIJ_ POST IN A CONSPICUOUS LOCATION IN THE BUILD!NG #1 CERTIFICATE.SIGNED BY THE INSTALLER STATING THAT THE INSTAUATlON CONFORMS W1TH THE PLANS.-ANO REQUIREMENTS OF SECTION 10-103(a.)2A OF THE ENERGY -EFFICIENCY STANbAROS. THE CERTIFICATES SHAU.. ALSO STATE; THE MANUFACTURERS NAME AND MATERIAL IDENTIFICATION AND THE INSTAUED R-VAI..UE. C. THE BUILDER SHALL PRO'v1DE THE BULDING OWNER, MANAGER, OR ORIGIN,1,1.. OCCUPANTS THE FOLLOWING: 1) A UST OF THE HEA1lNG, COOUNG,.WATER HEATING, AND UGHnNG SYSTEMS & FEATIJRES, MATERIALS, COMPONENTS, ANDMECHANK)AL DEVK)ES, CONSERVATION OR SOLAR DEVICES INSTALLED IN THE BUILDlt,I;,, AND INSTRUCTlONS ON HOW TO USE TI-1EM EFFICIENTI... Y. D. DOMESTIC WATER HEATERS SHALL BE CERTIFIED At;O USTEO BY THE CAUFORNLA-ENERGY COMMISSION, ANQ SHALL BE ·cERTlFIEO BY THE MANUFACTIJREf1 TO COMPLY TO ALL REOOREMENTS OF THE SECTION 113 OF THE ENERGY EFFICIENCY STANDARDS. E. UNFIRED HOT WATER STORAGE TANKS SHALL BE INSUATEO win, A MINIMUM R·'IS INSULATION JACKET. F. ALL NATIJRAL GAS•FIREO EQUIPMENTS OR SYSTEMS SKA.LL NOT Hal.VE CONTlf\l.lOUSL Y BURNING PILOT LIGHT. G. ALl. HOT WATER APING SHALL BE INSTALLED AND INSULATED IN ACCORDANCE WITH THE C£C. REQIJREMENT, H. \F: A ~due.ATif':IG. HOT WATER SYSTEM IS 11,lSTALl.ED, IT ·sHAU HAVE A C0~l: CAf'ABLE''OF AUTOMATICAl.l.Y iURNING OFF THE CIRCULATING PLIMP(S}'WHEN H0T,WATER IS NOT BBNG USED. ' . L Tf-lE Pf:l'NG F.OFI All SPkE CONOrTIONING AND. SERV!GE WATER HEATING SYSTEM$ SHALL BE INSULATED IN ACCORDANCE win, THE PIPE INSULATION TABLE 1°T;SE0T10N ·mJJ2 . J. WATER HEATING ·SYSTEMS SHAU..8E EOUPPEO \11/TTH AlJrOW.TIC TEMPERA TIJRE GONTR_OLS ~AE!l:E qi= ADJJSTMENTS FROM THE LO'M::ST TO THE HIGHEST AGCEPTABLE'TEMPERATURE SETTINGS FOR THE INTENDED USE ·As'.USTED; I~ tABLE '3, cHAPTffi· 48 OF THE' 1999 Af?'JRAE. HANDBOOK, HVAC APPLICATION VOLl.ME • " K,,:J.L_ PLllMsiNG FIX11.JRES·9•i~J . .ti EIE:t:ERTIRED BY THE CALJFORNl"- ENERGY ~dMMl&SON: .': : .. ,. .. ·., ,,;, . : ". ' ' WATER cLOOrr: \i/~ u~NAl:'-· • , .. 10:Gf'F·. LA'iAi"ORY '&-SINK: 22:<?PM, SHOWER HEAD: 2.5 GF'M PLUMB ING TITLE-24 NOTES PFE )k\~ 1//,L(/;0 i~~$)~ • . dos, :.','; ;I; . -~ .'1""@ •• l#b#'/d"/£'1$:§i -,ro,srov; X BELOW.::l.AB X "'°"'""' X BEl'Oi'i' X X USE ABS PPE F SOL IS CQRRO$iVE """'""" X """"' X INDFiECT" """ X SCI--EWl PVC NOT APPROVED IN RIA R£M.M WMITE = "" ,roe X = UND~.'Otsl.Y PIPE MATERIAL SCHEDUL E TABLE 6•5 UNIFORM PLUMBING CODE FDCh.le Un Table far Detarrii"g Water Ppe ard Meta-Stz9s """ .... "" --''" MIDmm AJ~ Lergth n Feet (,ret~ 6eNioe, Brancres, Omhes) (rores) 40 00 BO 100 '" 200 '"' ,co 400 500 600 700 800 900 1000 ~ S¼ ' 1 1 ,1, ., 20 20 20 6 5 31< 1 3', ., ., 0 1 1 .39 •. 39 ., ' 0 ., 1·V4 39 39 ., ·25, " 22 1 1·V4 78 78, 78 ,25 " 22 . 1-V2 1·V4 78 ,78 78 " " 22 1 1· 85 85 85 "' "' " 1-V2 1· 112 ,1 ,1 ,1 tl() ,., 5t " " 2 1·112 151" ·151 ~1 "' -122 • ·82 <' 64 57 " " 1 85 " 85 85 85 85 85 85 85 1·V SC 282 ., ¼1 2 2 '" "" 288 2'5 204 "' 153 ¼1 2 2·.V2 ,es-, '"' 57C ,. '60 ..,, '°' "" 356 tt AVBEble stirli'.: p-essLse after hBad loss. -B...:rg ~. ttTee-q.arta: (3/4) h:h (20 rrrnl r,:,n-;-a1 oo:e rrrmrn DOMESTIC WATER PIPE SiZiNG TABLE PIPE SIZE SCHEDULE. DERIVED FROM.UPC TABLE 6-5 BASED ON 250 FT'T0TAI... DEVELOPED LENGTH USING PRESSURE !;!ANGE OVER 60 .. PSt see SIZE FIX1URE UNIT Pl;\N w.s.F.u. GPM METER SIZE LA TERAI.. SIZE . ,o• ve 3 F.U. SARK 1685 83 ' 1·1i2" e 31S' 11 FJJ. ' 29 F.U 1-V4' 65 F.U 1· V2" 130 FJJ. ' 305 F.U. PRO\IIDE W/2" PRESSURE 8EGULAT6R WILKINS MODa 500YSBR OR EOUAL WATER TAB LE 6-5 D 1. THE Lo'CAmN OF EXISTING. UNDERGROUND. t.inunl:S "ARE SHOWN IN APPROXIMATE ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTIUTlES BEFORE COMMENCING WORK, ANO SHALL BE RJLLY RESPONSlBLE FOR ANY •AND ALL DAMAGES DUE TO THE FAILURE TO LOCATE EXACT LOCATION OF UNDERGROUND UTIUTlES. 2. E)(,I_CT LOCATION AND MOUNTlNG HEJGkTS OF PLUMBING RXTURES SHALL BE DETERMINED AND COORDINATED v-.m, ARCHITECTURAL DRAWINGS. CONTRACTOR TO COORDINATE 'N1TH OWNER/ARCHITECTS PRIOR TO COMMENCING ANY WORK 3. COOROINA TE VE/'.'fTS THAU ROOF \11/TTH MECHANICAL CONTMCTOR SUCH THAT THE VENTS SKA.LL BE AT LEAST TEN FEET FROM. OR AT LEAST THR.EE FEET ABOVE ANY FRESH ftJR INT AKES. VENTS SHALL BE PAINTED TO MATCH ROOF COLOR. 4. ALL COPPER PIPING SHALL USE LEAD FREE SOLDER AND NON-CORROSIVE: FLUX 5 All. STORM, SBVER, AND WASTE PIPING SHALL HAVE A MINIMUM V4" SLOPE PER FOOT. 6. CONTRACTOR TO VERIFY EXACT LOCATION AND DEPTH OF MUNICIPAL SEWER ANO WATER LJNES AT POINT OF CONNECTION PRIOR TO COMMENCING OF WORK 7. ALL PLUMBING FIXTURES ANO EQUIPMENT SHALL HAVE ISOLATING VALVES ON WATER SUPPLY LJNES. a ALL Cl.EANOVTS SHALL BE INST Al.LED PER C,t,.J.JFORNL>\ UNIFORM PLUMBING CODE 9. VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX INCHES IN HEIGHT ABOVE THE FLOOD LEVEL RIM OF THE FIXTURE IT SERVES BEFORE BEING CONNECTED TO ANY OTHER VENT. 10, NO GAS APING SHALL BE INSTALLED IN OR ON THE GROUND UNDER ANY BUILDING OR STRI.KJTURE AND ALL EXPOSED GAS PIPING SHALL BE KEPT AT LEAST S(l( INCHES ABOVE GRADE 11 ALL WORKS SHALL COMPLY WITH CALIFORNIA PLUMBING CODE 200t CONTRACTOR NOTES , .................. -.. . ! ......... -. . . .. . . .. . .... .. ... .... .. . I c .. __ _ ' I ' M/\!NTENENCE ' ... .J ,-........................................... . l I I ..• _ " 2" PRV W/SOV, L "'-oN RISE 2" WATER ·SERVICE 170,5 WBF.U, 83 GP,M, SEE CIVIL PLANS FOR POC, TO WATER POOL FOCTIJSE WC <AV UR °' "' PLUMBING FIXTURE SCHEDULE SYMBO NO, MAAK TYPE ffi LAVATORY WALL MOUNT ® WATER·CLOSEf.AOA (Pubic Facities) (~R) URINAL (F\l)t; Faoities) ® DRINKING FOUNTAIN ~ FLOOR DRAIN (Pl.t:ii:::: Facifoos) (F~) FLOOR DRAIN TP lFW' PR~ER 1 HB HOSE BIB 1 HB HOSE BIB 2 WATER SERVICE WATER SUPPLY AXTIJRE UNITS PER STUB W.8.FJJ. TOTAL ' -' .,125 ' 1 4 ' . S5 2 as 1 1 ZS,1 ' " W.8.Fll TOTALS~ "'5-CW "'<W ' BING F MAMJFACnJRER AND MODEL PIANG CONNECTIONS TO FIXTURE Stel t:e. certified try CEC cw HW WASTE VENT DURAWAAE MODEL 1953 V? 112" ,, ? SEE SPEC ON PR·2 DURAWARE MODEL 2100 • ~ ? SEE-SPEC ON PR·2 - OORAWARE MODa m ' , ? SEE SPEC ON PR-2 . - HAWS MODEL 111f9.1 VZ' , , SEE SPEC ON PR·2 - JAY R. SMITH MODEL 33JO V>' -? ? JAY R. $MITT, MOOR 2tl5 11? -, ? SIOUX CHIEF 695·Y52 v, --- JR SMITT, 5509QT 31< --- AcbRN 8121 31< --- FIXTURE SCHEDU LES r .. . -. . .. .. . . .. . ·-· ... LL ; . -.. -.... ·-----.. -=, I /; 1rr,,-~" fulA1NTENENCE • L -··· ·······-· j !I ii !i rij 'TO REMOTE DJ'. SEE Cfv1L PLAN FOR GONTlNUA TION fLH ' . ,. ........................... _.,.,.-............... -....... . I ·n CITY OF i<E#fom oEA::11 SUILOINGDCPAfif~iNT A'"ROV>l. oc 1a:s, ,;uj!,; OQC,; rmr. CO•$llTUl~ ""'""' \111 IMP.ieU AUTHORllATIOll "iQ cor:,:rn~cr .r:v ~LOLViSG '" YIGl ,no·, OF v, !/ICOrrs~mn i,11" l•E o•m~,IS"tES. Pl MIS.Atl~ POl<CJ!$ Of l Hf CH , o, O.WPO;>J !i>Ol 1 !i$ SPP;lOl'/.l Dm.$ UOI GU,Sf-C,TCC 'HhT ,.. 'Ill:. ~-•,.1ns. l'l COMPUAS<,;EWl]H CllY. auit.r;G.a.'l(l ,u .. iroo "1 •• . •. ,1::lPl».,c,~~ THECilYOFN:~POR1eEAQ~R!":[;E$0P<rn1G.r, JOi; Rr m,,m,rn REViSEIH1' 9Ull01tf~ STRIJ ('Ill' OR ;r_.,R0'1 r.'.rll •Ul-1,~ SI ii . s; PU,:; MFORO, OOSJ•G. ORAFl<l! oa,srm,;rnJ•. " """' .,,,,o COW'(' WIT"'"' (lj;ilm,.,,C<s, ,,.,,.s1.1m PCfl'"es o, HIE mr os aEW?lli<l ~"'"" PERl.lllTEE'SACXNOWLEooli~~Sl'• --~-=~---·; • jSjG!hl<rR,) i '\"f'!i1 'af tl;lf BUILDING 0RAIN PARK DRAINAGE FlXT1JRE UNITS ' L __ SXME >'<RITTUB D.Fll '°'" WC € ' <AV ' 1 LS ' 2 OF 2 C, FLOOR DRAIN 5 2 ' DFll TOTALS= ! REMARKS SUPPLY W/SLOAN OPllMA NO, ETF-66 SENSOR ACTTVATED FAUCET 'MTH 4" DECK PLATE AND TRANSFORMER SllPPL Y'W/SL6AN OPllMA ROYAL NO, 152-1.5:ES·S·YB SENSOR ACTTVATE FLUSH VALVE SUFRY W/SLOAN OPTIMA ROYAL NO. 152-15-ES-S-YB SENSOR ACTIVATE FLUSH VALVE PROVIDE @ PUBLIC RESTROOMS PROVIDE @ PUBLIC RESTROOMS PRO'v1DE WllNTEGRAl VACWM BREAKER / MIN. 1/4" SLOPE PER FT. I.E. 4's0" ~:EE CIVIL DWG'S FOR P.O.C. TO SEWER ILTS A ID. .-.. ' 1'A D C@~sw!,iJ!g, Ii-ii, MoclianicaJ, Plorn~"II & En"'ll\' Consultanl l401 N·. B,1>VWiSle. ·103. Orange.; CA92867 Pis (714) 538--3802 Fa>e (714) 53B'3B12 ~~~ E dole ,f' "' Sop\ JO 200B -z;,. . No. M26Bt6 F",C/>. - ' REVISION & 8 8 A 8 8 I!:,. 8 8 ,& ,fu &,, SHEET NAME PLUMBING FLOOR PLAN and NOTES ARCHITEcrs PROJECT NUMBER ISSUE DATE MARC.H 05, 2008 PURPOSE FOR ISSUE AD~ENDUH I SHEET NUMBER PR-1 ' ' Dura-Ware,;, 2165 Series Straddle Type Blowout Jet Urinal -ADA Compliant 2165-T-1-FV j 2165-W-I-FV-2898 Fixtufif May Show Some Available OPtio r1s Plea~ visit www.ac-or,1er,17,a,m for most curreht >De<:ificatTons. Stradd le Type Blowout Jet Urinal -ADA Compliant Fixture is arranged to be installed on finished wall and serviced from the front side. Unit conforms with ANSI, UFAS and ADA requirements for accessibility. ComP liance is subject to the interpretat ion and ri:iq"uirements of the loc,,I code authority. Fixture is fabricated from 16 gage, type 304 stain less steekand is seamless welded construction. Exterior has a satin finish. Interior has a matte finish. Fixture has a back wa ll washdown, and is optionally available with a continuous flush ing rim that washes 'all four walls. Corners are coved to facili tate cleaning. P-trap is fu lly enclosed . Back of fixture issound-deadaned with fire-resistant material. • Uri nal is blowout jet type with back wall washdowri. Flush valve connection is 1-1/2" NPT male and '~"equires a.minimum of 25 PSHl:Ow pressure. P-trap has a minimum 2-1/Z'.' seal. '.Exposed Mounti ng Screw·s.·are funiished. No concealed wall fasteiiers or anchor shie lds are i fUrnished. 'GUIDE SPE CIFiCATION ' 'Provide and insl:~11 Acorn Dura-.W;,re Straddle Type Blowout Jet Urinal (Specify model number and options). Urinal·shall be bc1ck Washdown type. Fixttil'e shall be fabricated 'from 16 gage, type 304 Stainless steel.and shall have cOved corners to facilit'ate cleaning. All welds shall be continuous and exterior surfilciis shill I have a satin finish. P-trap shall be fully endoSed . Fixture sha ll be furnished ,with exposed .n;iounting screws .. Un its to confoi-mwith ANSI, UFA$·.'ai1d AbA requirements for accessib ility. :\J Page # D.2165 . I Re>(l~ed: ~/10/03 Acorn tng;ne:(ing Company • ·15{.zs Proctor Avenu~ •· P .O_;; s·ox· 3527, • City ofiri~·;,;,;,y, CA 91744-0527 U.S.A. Tel,·(800) 488-S!i\,~ • {626) 336,:45"61 • fa.:-(626) 9 61'-iiOo'•·www.acornen\l'!coJn:,ii,.mailf lnfo@aco,,.;~ng.com " ••. . '. ' • " ' ' FOR •ADA MODELS -<LUS/1 VAL\/E MU5f B~ HYCRAUUCALLY AClU~TtD OR SUPPUEO Wl1H A SPECIAL HANDLE. MAX. CONTROL Hi:ICHT IS 44" ABOVE FINISHED FLCC'R DETAU.. A _I - 2-3/4" 7 SIDE VIEW ROUGH·IN REAR YEW OF ·W' WALL SUPPLY UNIT ROUGH0 N REAR VIEW OF ·T TOP SUPPLY UNIT NOTE, REFER-TO A.D.A . ACCESSIBILITY --GUIDELINES FOR co'~t'ETE INSTALLA-TION; REQUIREMENTS. 1N6TALLAT10N ·1NsiRUctiONs. A-Rourn-1N rnR FwSfm,i;'.1NL(1'< 1· NPT © &: wAsi"E OUTLEl. W.~STE CU TLET ·ACAP.TO R FURNISHED @ IS F:JR 2" NCT ~-0-RINC (SEE cOfiAII: :'A"), IF WAS TE PIPING iS OTHER THAN 2'' Ncr: A, DIFFERENT ADAP'iER MUST SE USED. SEE DRA'MN'c 'S.9!i5.c.,oo.:001 8-IF AN OPTIONAL :i:i,95:°fl'.USH,,VA(VE'."ACCTSS PANEL Q) IS RtQUIRED (FOR:sACK:·s~PP LY !':LU SH. VIILVES). INSTALL SLEE\/£. SIT DRAWiNC~"NS9iJ8-3SS-001. . . .. . C-INSTALL WALL ANCHORS '(8Y 0Tl-1£RS) FOR LONG SCREWS @)': ;. NOTE: WHEN SUFFIX OPTION ·A.D.A. IS SPECIFIED; 20" RIM HEIGHT BECOMES l 7"MAXIMUM ALL VERTICAL DIMEN SIONS CHANGE ACCCROINGL r. 0-SOLDER AOAP l'E:R @ Ta t" NCT WAST£ ll,~E (B Y OTI-IERS). IF STtJS-OUT @ IS OTHER THAN 2'" NCT, MAKE THE CONNECTION AS NECESSARY. E-LUBRICATE "0'"-RING @ A,~D SLIDE ON TO ADAPTER @ SL!DE FIXTURE. ON(O "o" -RING WAST[. ADAPTER @. ATTACH f lXTURE Tb .WALL USING (4) MOUNTING SCREWS @ F~O\IIOED. F-CONNET FlUSH VALVi:: (Z) PER MANUFACTURERS" RECOMMEN DATIONS . .. t~~~-~ .. Af.!-niu: STRA DDLE "iYPE BLOWOUT JET URINAL [CAT ,•2165 ) (CAT •:2165-ADA) (02') ,,, •• ,., ''"" (O>O),...,_,,.,, la.'"i's'a'·c"s"' ,--------"''""'"'---"cc·,·""'"'"''--~---UANUF.\CM<Ec DA If OAIE ,ssurn o~•""G ~UMS.~ • MAn;;H: 1911 6•1•90 9908•305•001 03/27/01 DURA -WARE URINAL 2160 (UR -1) Dura-Ware"'" 2100 Series Blowout Jet Toilet -Off Floor 2100-W-l-CN Fixture May Show Some Available Options ,) ,,'.· ;?¼~if""' • • • •·· ;,> .. I(' .~ ,:"· ' . '.~., Please vrs;t ;wn,.,,corneng. c,:irh 1o,· most current ;~ecifccations. BlowoutJetToilet-o"fr°Floor ~~'{i,:,-~iU_lw-, ' Fixture is.arranged to be installed on finished wall from the front side, It is fabricated from 16 gage, type -304 stainless steel and is seamless welded construction. Exterior has a satin finish, except for the inte9ra! contoured seat that has a sanitary high polish finis h. The inside or the toilet bowl has a matt'ii,'fini'Sh'.. Wall flange is r"einforced for mclxiln\.tm sti-ength_ ,. ' \ ' . Toile:t sis. 61dwollt Jet typ·e witfl elongated bo\vl. manufactur1ed to ANSI 112.19.2M reqllirerne0ts. ·.v, ••• , "'', , . . ··, •,. •· Toilet ·has a·l -1/2" NPT flush valve connection and requires a minimum of 35 PSI flow 'Pressure. Toilet Lise·s a water consu\-nptiOri of 1.6 gallons.per flush or less. Trap has a minimum 3--1/2".seal, wil l pass:a '2-1/8" ball and is flllly-€nciosed. Toi!et waste outlet is Gasketed waste. , GUIDE sfl'ECIFICATION ,.. ... . .• <-' ' Prci~ide·ani:l "install Acorn [j'IJr"a,-Ware Blq•t10Ut Jef Toilet (specify model. number and option's). Fixture shall be fabricated from 1'6 gage, type 304 stainless steel. Constn1ction shall be seamless welded and exposed surfaces shall'~ave a satin finisQ, except-the integral contoured toilet seat, "'{hich sha ll have\a· sanitary high polisli finish. Toilet shall'be,"concealed blowout-jettype with an eloilgated bowl and a'self-draining flush irlg rim. Toilet shall meet ANSI 112.19.2M requirements, using an average water. consumption of 1.6 g·allons per flush or less. Toilet trap shall have ·a minimum 3-1/2" seal that sha1·1·pass a 2-1/8"' diameter. ball and be fu lly endosed. Toilet waste oi.JtletShall be Gas'keted Waste. I Page# D.2100 I Revised: 9/l0/03 ~~--------~ Acorn ~n9ineedn9 Company O.ISIZS Proctor A~enuc • P,O. BoX 3SU • Citv of Industry, CA 9l744-0S27•U.S,A. •. ·•.;'··, '"'• ' .. , •. Te l: (800) 488-8999 • r6 26) n6,;,1561 • Fa~: (626.} 96l-2200 • www.acomeng .~om •·E-mail: info@lacOmeng.com r --. 0 TOP VIEW SIDE VIEW INSTALLATION INSTRUCTIONS ' t FO R MAOA_MODELS-i'LUSH VA.VE MUST B~ liYCRAUL.iCALLY 1',CT,.IATED JR SUPPJD \",lTil A ~PECIAL H,\~DLC. f"INiSHED FLOOR. CONiRGLS /WST BE LOCA'"ED C.'.J \'.\0[ SD: GF TC..LEi. NOTE: REFER TO A.D.A. ACCES SIBILIT Y GUIDELIN ES FOR COMPLETE INST ALLATION REQUIREMENTS. MHE, f'QR UNll'S 1wn, -w Y;!,LL SUP?LY FCIJ SH VALVE. ACCES~ "Oi< CQI\NECTING 11.NiJ SER'-'CING "LU C>'l V,<\L VE !S REOUIRED. 5-1/2" □IA. GASK~T Fl.ANGE--.......... 7 /6" 01A HOLE (.,, -,-.--' J i"LA,.,c_:, (·W) WALL SUPPLY (·T} TOP SUPPLY 26-'./2"" NOTE, FOR SUFFIX OPTION --H C OR A.D,A, UNITS, C .. -IF ;,N OPTiON,\L 2595 FLUSH VALV~ AC:CESS Pt.:•EL Q) !S REQUIREC (FCR BACK SUPPLY FLUSH V..0.L'iES), iN:iTnL SLEEVE. SEE OR~\l~NG #\!·.l03·-J99--C01. D-f.'OU\H >iXT0lsE TO fliE WAl.L CM\RIER, F'.ACe ON ~-✓'.,<" -TI,,~ '0 ·., --r"E'") 'l'D ,-,,.~w .,,·ec; -1-~"' ~\'-'· V.,,_ '" ,-1,1,.,,.,1,,. CP CA? NlJ7S (OPHll<Al.). E sum:< -tv Qf.'TION~L fLJSl-1 VALVE. CON)JECT FLUSH V.•.L\J( © PEH W~'Jl!Fi>.Cn.',~rns: R~Cmll,l::'NDNi 1or-:s. ---------· DURA-WARE WATER CLOS ET 2100 (WC-1) • '·.' ' _. Wall Mounted Drinking Fountain Model 1119.14 is a "Hi•Lo'" wall mounied 14 gauge. Type 304 Stainless Steel drinking fountain with a satin fin ish. It incllldes push button vail'es. polished chrome-plated brass bubbler heads and waste strainers. matching stainless sleei Wck panel, vandal,resistant bottom plates and 1-114" NPT traps. Bo.s1s feature a one-piece 14 gauge stamping with rounded design and integraf 1/4" stainless steel mounting plates for extra durabirty and easy maintenance Madel 1119.14 meeis all current F&leral Regulations for the disabled. including lhose in the Americans with Disabilities Act Haws manufactures drinking founta ins. electric water coolers and ·electric drinking fountains to be lead-free by all known definitions including ANSI/NSF Standaro 61. Section 9, California Proposition 65 and tl1e Federal Safe Drinking Water A"cl. Components· Bubbler Head: Model 5703M, pollshed chrome-plated forged brass. integral basin shank, shielded, anti.squirt, vandal-resistant bubbler head. Valve: Model 5874. patented* lead-free forged brass. push activated. front accessible for stream adjustment and servicing, rep1aceable pressure regu lation control cartridge. (Patent No. 6,981 ,692). Waste Strainer: Model 6462, polished chroine•plaied brass vandal-resistant combination waste strainer and tailpiece assembly. Push 8ul!on; Model P8A6, flanged push bution assembly has a polished ci1rome-plated finish. For flush mountect (not rece5sed) push but\on fountains. Trap: Model 0005982900. iO'.'i profile trap 1-114" NPT x 1·114' O.D. satin chrome-plated brass. Bottom Plate: Model PBM1105. bottom plate witli_ vandal resistant scre1\/S . Bottom Plate: Model PBM1109, bottom plate with vandal resistant screws. Accessory 0006983506 Spa nner wrench is used to remove lhe PBA6 and PBA7 push button cover used wrth the 5874 valve .. Also used to remove retaining ring for replacing the cartridge and screen ( VRK5874 kit) 111 5874 valve assembly. I ' 1119.14 Options/Accessories: (Additional cosi.s may apply/ Wall Mounted Drinking Fountain: Model 7119. "'Hi-Lo" wail mounted. 18 gauge T)•pe 304 Stainless Steel drinking fountain w!th satin finish. B~rrier-Free Electric Drink:ng Founiain: Modal H1719.8 . barrier-free, "H i-lo". wall moun:er:( 18 gauge slain'ess steel electric drink;ng fount~ln with a sa1in fir.;sh_ Filter: MOO el 6426, 12" x 2". ln~ine lead removal element that reduces leeHrom incoming water supply. Cane Touch Skin: Model SK1, satin ftnish stainlsss steel cane touch skin for installation on high unit to comply with ADA protruding objects guidelines .. Mcunfl ng : Moi!el 67004. m(}Unting plate wilh all 1nraad studs, nu1s ~nd wasl1ers. Supooit Carrier:. Model· 6800, in-the•'Nolli slruis for fountains lhat'may be subJecled to exccssi've. leverage. M11St be used with mouiiting plate rnot includf!d ;wi11i <:anier). • ' ., Chiller: MOdel HCRB. chil!e('.PiOVI es fa r.cinsta111aneous cooling to mMt a.continuous de111and for chlllecfwate, ' ' ' HAWS DRI NKIN G FOU NTA IN 1119.14 (DF-1) Dura-War~® 1953 sedes 18" Lavatory -ADA Compliant I 19S3-ADA-l-DMS-4-GT-TPTI 1953-ADA-l-(SG Ple~se-v;s;t "~vw.acomeng.com for most cur,·ent speeifications. 18" Lavatory-ADA Compliant .,, , . . ·sog,>,• , "')\. . c, £~: Fixture is desig1ied to be installed and serviced on the front side of a finished wall. The fixture is fabricated from 16 gage, type 304 stainless steel and ls seamless weided construction. Exterior has a satin finish. Un;t collforrns witl1 ANSI, UFAS and ADA requil"ements for accessib ility, Compliance is subject to the inte~pre'tation and n::quirqnents ofthe!Oeq,lcoQe au;thb~ity. Lavatory Rectang~Jar Bowl is 14" x 12" x 5" deep . The. de~k h~'s. '31i--integral, ">elf-draining soap dish . Tlie lav3tor0has a.f-'5(8" dia_meter" dr"aifl hole to receive optioilai St:.1ffiX\:.GE or -GT grid-strainer. Lavato.y angle braces and fasteners for securi0g the braces to tl"",e lavatory are furnished, unless option ·LC is specified. •Wall fasteilers by othecs. .:.·,:i'vatory 'V a Ives ·(ADA compliant) ava i!able are: l. Air control pushbutton valves using atmospheric air; metering non-hold open type, Timing is.from 5 to 60 seconds. Air control va/Ves can be remotely located up to 10 feet from the operating pushbutton. 2. ElectrOnic valve system using Modular Valve Controlle~ foi" water metering thmugh precise electronic control of a solenoid valve. Valve tim,ng is from 1 s·econd to 9 minutes. Modular Valve Controller can be remotety located up to 100 feet from th'e opera~ing_ pushbutton. 3. Centerset with goose neck spout and wristblade handles, suffix -CSG. Regularly furnished are angle braces and fasteners. Moi.mting screws anct anchor sh fe lcts are furnished by otliers. GUID-E SPECIFJ;CA TION Provide and instali cln Acorn Dura-Ware, ·1sq wide ADA Compliant Lavato1·y (spetify model number and options). Fixture shall be fabricated from heavy gage, type 304 sta inless steel : Construction shall be seamless welcted with a satia1 finish exterior. Lavatory deck shall have an integral air-circulating, self- draming soap d,sh . Lavatory angle braces and fasteners shall be furnished by rrianufacturer(Except With -LC Optton). lnstallati:On·shall be made in accordcince with:manufactu·rer's r:ecorfrniendi:ltion afid•ctetails. Units to coiiform with ANSI, UFAS and ADA requirerner,ts for acceSsibil ity. Acorn Enginee,;ng Cornpanv • 15125 Proctor Ave,,ue • P.O. Box.3527 • c;ty of I nclustry, CA"9l744 -0527 U-S.A. rel: (800) 488 '899·9 • ( s l6) JJG-4561 • Fax: (6l6) 96 1-zioo' • W;.)W .a~ornen~.cOm· • E-mail: !nr0°1ijlikO:rneng.com ' -·-··--·----·--···----·--7 REFERENCE ORAWIHG i thlJAi,m_ CCLD Al'{-COrHROL VAi.Vi:: ! gqoo-;a:, .. •JO:_] S'NGLE T£MP ,\IR-ffkJTT!OL ,•,\t.\lS i 9903-iGf>-002 ! ' ···---··--· ····--·-·-·~'-·-·-··-' lliSTALLATION INSTRUCTIONS, •\-SEC DUN'_ fOR C.UR'?EN T V/\c.\!E 11'/ST/,LLAT!ON. C-INSTALL \s'/\Ll ANO--ORS A,~[) .\TT/,CH FiXHJRE CCiJNJE'ITCP iS E[Cbf.!:.1£,~DEO !<T 34" ABO>!: Fl~ISHEC FtoO~. 1.)-ATlAC~ -./\B ANGLE :JP.ACES FC~ AD[)I HON.AL SVPPO-~- (fASft'li:RS ?R()V!C[D), ~-\)/\Hf WAST;:: ::o.~..;rc11:,\S, 01MfN'cC~$ WJlY O(P£:m1~·G C'1 OPJIO)/Al WASTC C0'1fEl:TIO-~ SOCECli:O @ -OPP.ONAl OR'D STRA:Nrn wm, CLOSS E!.SOW \-1/1" OD CD!IP~ESS'C.'I cc•,~£CTICtl. ,-, \SJ -C~TTONAL GRID 5;;l.AlN€~ \</I TH T.'-ILJ'IECS: 1-1/,;." G!l CC.\!PRESSl:Ji'i C(W~ECTION. @y-CPT;ON AL 1l/B;NG P-IR.~P 1-1/"-" ~ 1-1/2"" 0~. E--RO'JGH-:N PLU);ffN: nm <LUSH su~PL y U/('5. F-~10'JNT 7RA?/tL80W rnetOSUR~ ,\f,"f;R <r-!Si/llllNG PL~MBING \',1;'il VALVE rnvcr (SU??LJEO STANl).~;D) TO WALL. liAROYiANE HY 01'-iERS, (rr}-OP11m}AL [l.EOW ~11Cc0S!Ji(E .,~n '/ALVE C(M".R FCR us~ S:':i\';ri'ti ,'-l1E CL0SE EL80W. ©-OP11i'.fr<AL nu,r CNC'.U5U'<E {A@ '!AV/~ Cl.l'IERl '0~ ~st ;\11''> ANY WASTE 0,,110:<I 11TI.E A.DA COMPLIA NT WALL HUNG LAVATORY -CAT, "1953-ADA .! JANUAl=!Y 1980 TO,PRESENT ' DAT!:• R€'1~CC·-. -···-··---~ 9906-006-001 AS-BUILTS DURA-WARE LAVATO RY 1953 (LAV -1) D • " ' 11:'AJ) C~ll!mlmg, ,~,,, ""'<han1¢31, Pfuml>K,g & Ellergy Co,,sulr.ont 1401 N. Satavia, Sle. 10J, Ora"!]o. CA 9:2667 Ph: (714) 538-3802 Fax: (714) 538-31!12 ill 8 8 & &. &, /Is, &- ,!±:, ~ ,ili ~ " REV1 SIDN SHEET NAME PLUMBING FIXTURE SPEC. " " ' " ' ARCHITECT"S PROJECT NUMBER ISSUE DATE JJL Y 25, 2001 PURPOSE FOR ISSUE B ID SET SHEET NUMBER PR- " • , DIAL TOLL FR~E '1-800-422-41'33 AT LEAST TWO D"A'(S BEFORE YOU DIG UNDERGROUND SERVICE A!E(i", OF SO\J\"1"ERN CALIFORNIA . ' ] CER11FICA TE OF COMPLIANCE Port 1 cf 4 LTG-1-C I .....,_, O<nlll!NTATIC!I ~~ • • MlE OF etlll<S il\luXl<O nn • HONR£SIDElfJW_ □ HIGI< !>1st ll£SDE!fllAL □ HOTEL/1,IOID. WEST aro, □ 0C<:t<01m:,jEI) SPACES ■ UNCONO<TIONEO ';l'A<z:S □ fl<DOOR/OUTIXX>'! "°"S PIIIISE OF =cliON ■ """ c:amRllCTION O ADOf!lON □AL"IEAAnor< MET>iOO OF Ul)'<IIHG ~ COMPl.E.T< 8UllJIJHG 0 TAl1Jl!!ffi 0 PERFURl.!Al<CE COIIPIJ"'lCIC ::::::'.:: OCIMMCW< U(><11H(> STA OF """•umc,; --,, _ -"" ---..,, •• ,. ""''" --...... "-·""" lTllo ... ..... 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AI.Ul'IO'l)WATI> AtlO"IIED Lil)'ITINC PO'OE]! I ·"' I .,, __ (<>iEO< aie} .,, g ~~~~.(~.;.;!L~) ' . ' . i C • AW)v,E/) IIU£ftl,~ U"l;lllllG l'O!'ffi FM .UIICONDm<MED.SP~C.S ("""' lTG-3---C) ," .,•,-.... _ ,~·. ' \_-w,nsl MANiiAWRY uoH11Nili MEAsURB rOR ·iNJER10R doilTlt-1~! ~ii; D'A ¼.ir ARE:..S N ·A l1C · ,. • • (\Jot, ... ·-· ""'"'"-"' ' ---SPAC(; Cll!ftf!OCllD 1~-, ' "'·--..... ) .. """'"""""'"""''"' j CERTIFICATE OF COMPLIANCE Part 4 cf 4 LTG 1 C I - 8uildin9 . Ooporlments s,.tmn,, -"""' -"'......,_, ....... h """°" '"' o oo,!,-clod -• u -« o ,,. a-"'"-"O ,,.._ -• ......,, "'· ,,_. h -W °"""' ""-<O """°' ---..-,,... or_,. -.. _,..., °' ffl ........... ___ ... e,,,._ .. _,..,....,,.,._,..__,_,_.,..,. .. ,,. .... "':" .. "':'. ..-, --· '""' A.-·-' 77~"' .. .........._, <7 .. ,,. .... -""'--.. "'"'"""" ,_, ... ,_.._ .... -,o;-10>(0)""' -.. Po-t 0. ' 0 ■ lN-2-" Ugl,jlog "°""°' -""""'"'"! • -<)' -..,...,,_,, • -Oo~lghl C,,,, ..... "'°"''"'"'' • .,,omoUo '""' S,,1'<h C,,,,tn,i -tm<c """"mml ,_ """"''"""' i..t»g O cro-:,..,., Autom~, Oo~~u,g c,,,.,.,. """""'"'"" "°"'"''"' .....,.,,.,, ... , _ .... , _, ... ,. ....... I INTERIOR LIGHllNG POWER ALLOWANCE Peo:.:t¢1 111.\lE CCl.lSTJJ. PEAi( PAAX .o.LLOWEO UGHTIN~. POWER Choose One Metho'J' COi.iP -BUllDING ME11-l0D -c()N' ITIONED S!'ACfS 8/Jlt.O<N<) Cll'IWl:ll'Y (F,om S..llon , .. T-1"6-8) I ,iil"'li\¾ II ~ II ARD CATEGOR'f,MEJHOD CONDITIONED SPAC.:S AREA CIIIDlOOY {>'"""" So<Hoo 14o T ... , !<s-C) 8. TAILORED MElHOO CONDITIONED SPACES UNCONDITIONED SPACES = WL.Oll<G ANO AR£>, t.Al[OMY /,IEIHOOS TAILORED MElHOD -UNCONDITION£!l SPACc:S . ' •• TOTAi. IJ.I.Ov,E/) WATTS I (F""" Ll<..-~~C) ,,o:ia"" nm,L AU.01illl w,m I (F,om LTG-5-C-AND UG-G~C) LTG 5-Cj 2/05/07 ... .,, 'I 11 Ille IE-11 1-11 -111=e111= -11 1=1 1 11 111 iill1 I 11111=111 _ 7 1EI I ,IIEII I- IEffil !IIIII =IEI = -111=11 FlNISHID GRADE lHIS DETAIL PERTAINS 10 AU. CONDUCmRS IN CONDUIT INSTAlilD IN EXIDIIOR LOCAllONS +---MINIMUM BURIAL DEPTH PER NEC 300-5 AS l'Ol.l.01\S: J" SAND CUSHION 8ENEATH CONOUITS 6" SAND CUSHION ABOVE TOP Of" t.AAGEST CONDUIT. PO'loER CONDUITS IN LANDSCAPE • 18" PO'lltll: CONDUITS UNDER Sll!W, ROADS, ALI.E'rS DRIVEll'A'rS ANO PARKING LOTS a 24" ELECTRICAL CONOUIT(S) UNDERGROUND TRENCH DETAIL EB '> WEDGE LIGHT FlXZ° i------+----------H,~ ' REFER TO ARCHITECTS PLANS FUR IN STAU.ATION DETAILS SYMBOL -• " APPROX ,O' 1-GANG J-.-BOX• ECESS&l ~ oo e~ TYPE "D" LIGHT FIXTURE EB DAVID SHE EGOG ARCHITECT 151 >"ll::IR CANYON ROAD SUITE 1510.261 ANAHE IM, CALIFORNIA "!.2b0b 11;L '714-bT:3-'7"11"! FAX '714-.200-bl.e-2 sheego9@'3"'<>Tl.com MEMBER AMEJ;I.ICAN INSTITUTE OF ARCHlreC-T5 j INTERIOR LIGH1lNG SCHEDULE Por11of2 LTG-2-C I MANDATORY MEASURES LIGHT FIXTURE SCHEDULE INS1"AW'l> w,rn , Mom, 1,.,. o...,.,,uoo A ~ FT. FI.CtJR ,mnp ' • B ·a ·WAU I.Wll!T ' • EIUlllllNG TOTAL (S.m ol di .,,, .. ) l+SJQ I 0 CONfflOl alED!T (from L_,_C) I-/ I ""'-"""Ii ACTlJAL WATTS I-SJ<) I 1 tlol 0om ,,.,,,, F 9 13 15 I PHOTO CELL -PRECISION ~ST-15 OR INTERMATIC #K4221C WITH MAINTENANCE BY-PASS SWITCH PMEl. -A 0 LOCATE PHOTOCELL ON EXTERIOR FACE OF BUI LDING. • 0 • • LIGHTING CONTROL SCHEMATIC THE BUILDING LIGHING SHUT-OFF SYS1tM CONSISTS 01' NI ,\UTOl,IAllC 111,l(: S"<IITCH, OCCUPANCY se/$Cll!S, OR Oll;f;R orncrs CAPABLE Of"· .WTO<!AllCALLY SHUTTING OFl' lliE LIGHTING. EAGH FLOOR TO BE SEPAAAlUY lOl'lED. 1HE. A\JTOl,IAllC BUILDINO S,.,UT--'OfT_ srsm.l IS PRO\ODf!I•, V,1H A MANUAi. ,ACCES'S!BI.E, 0\oOll!lll!; SI\ITCH. IN . SKlHT. Cf'. TIIE: LIGHlR 1HE· AAt'.A Of" OlrnRIDE'IS'."'lT .'T<l''fJ<CEED.'•5,00D· SF. • :,· AU. l1ITTOIMllC CCMl!Ol ONCES 'SPECrFIEl'f ARE CERmEO. ,AU.,AL1ERNM£ EQUIP!<tNT S><Al.l. BE CE!lllFlEO, AIID.'!NSTAl.lil)' AS: DIRECTED ·sy. 1HE MANUFACTUf!ER,_a. '·-, ,• ·-, AL.L;;l'Ll/OllESCOfT, FOCIUR£S SPEOAEO'f"OR: 1HE P"°'"'Cl,'Al!E_ CER'F!FIEO 'ANO ;I.ISlaJ IM :ll-lf'.' DIRB:10l!Y,· 0,U·J'ISTAl.lil),flJCIURES·SHALL BE ~~~t;b-'nk:,' J;.~:~• AliiiJREs· AAEC T ANOU,1cV,R£D c Wll-1 .TW0.'(2) Cl:AMP. \6~ ~~CIU~--~~~li~~~A: SPEClF!tO ; Ylfl'H , 0-EC'll!ONJC ·: • HlGH->fllEootNCV ' 6-'1i.AS'fS/ AHO I ME: EXEMPT, fl<OM . l'IIO;-t..Ai.lP, TAAOS,t.'/IIIIING ,fl(Ql)JIIOIDllS;,. ,, , '. . EACH 'ROOM:'~D>AREA''IN' ll!lS BUllJlif!G IS , EOOlf'i>EO :varll':(,S(PARAIDSli!TcH:oR i '' ' '=~%u~~~:~~~~~''o/' \Ii~ •u.:-ROOlolS: ·A!f!V AAEA•n;1•EA WI 'TI-!AH,-,oo SQUARE ~it~W~~~~1Jt~~~~~~T • 1.EYEJ,'.· ~Talll<G,' FOl!,'.UNl!'ORI,<" REOUCTION 'Cf"'. " um11NG..'Wllilli'THE··ROOM..,,Vli::;:' •_:,,:· :. • All'. R00Ms>w'IH '.IIINDOWS, iitftl:SKniO!r?s.. 'rl<Ar NIE" GREA TEll \TI-!Atl.;i sos·SQUARE' FEET;; AND. ; THAT Al.I.OW' FOi! • '!HE• El'l'ECTIW .. US£'. ~.'DA >1.IGHT, IN '!HE AREA.SHAU. 'HAW "lil)ll'..Of"-'!HECLAM!'SclN,EACH OA1'1.JT .AREA CO!l1ROUED •ev>A 'W'AAATE· ~~ ~E, El'F<Cll~ JSE::iF:_ ;i~r,;fi<ri'ooQl , ~or eE , ACCCNPIJS>IEO BECAUSF.: S TH( \""'1)01<5 .ARE CONllNUOOSi;,!-SHAOEO,, B)', A BUILOING, ON , '!HE ADJACENT WI. -·,DIAll!W,l'.Of' SliADING DURING DIITTREH~ llllW Cf'· ll-lE'.'IEIIR· ES· 1NctUD1D··ON PL.ANS. ~~~~~~~oFni-!': ~,{r!.k CON11'0ll.£0 "l"lH· A· lllR£ClTONAL PHOTO• CELL CetlTI1QL ~~~:ct ~~~'~l~l g~· "'"'"lh'"'" ~ • (;s'ffRIJ s IMCEO ' . ' SYMBOL 0 !NTERIOR-1 EXTERIOR-E E DESCRIPTION 4' FLUORESCENT ROUGH SERVICE WRAP LlGHT ·ENcLosffi SURFACE 'fLuoREScENT -12bV " FLUORESCENT OOWNUGHT DAMP LOCATION MANUFACTURER/l;'ART NUMBER UlHONIA fJWIC 1 32 120 GEB ,1(£i,iAU-IH1212FM-C-!iB-32P-2 --:-120'(-EB KENALL PC151S 4 DB 32P 1 120 LAMP (1) 32W T8 (2) 32W '" (1) 32W '" AMP /VA MOUNTING ' SHADE slRIJCTURE uGHT ·: sH~;-:~_Bif ,~ . .!:-_8-CFL/1-1 2qv-c -;flliRU,\l'/ALt)_\~STOM:coCoR ·POLY-26W TRIPI..£ TUBE 4 PIN E E FLUORESCENT EXTERIOR WALL Fli<TURE ~:~~rtcW~&.,":~~~-NCocl ;~i.R ., .. , ...... ,.,,.• -·,, .... . KENALl iMR13EL P1A DB 13 2 120 {2) 13W "' WALL , MOUNTED VOLTAGE: 208¥1 20V,3~.4W MAIN: 60A-3P SERV FU.TED PANELBOARD PANEL: A GFl CIRCUIT BRfAKERS REQUIRED MOUNTING: SURFACE BUS AMP: 60 REMARKS VOI.TNll'S OUlWS =- &_ C LTG !<EC MISC .POLES EXTtlllOR SUII.DING LJGf!l!HG -1.30 5 _, , • 20-1 WAU 1100mm UC~-IIEN 192 3 20-, , l .Ll .•• ,.,,_, WAI.!. MOUNT!ll UGHTS-WOIIEN 192 3 ,.,_, s •· :20-, SWRAGE FllJORESCENT LIGHTING 310 5 20-, 7 o 00'-1 i::.~~'ti~~~::~g:~it·~~,.IT~"'Tit:::t==~±='='"=±",e,,,j~'=±,•=t:jj:::~~:j .'."1--'-"::. ·.:: ,.,,,-~0"~"'~""~-----+"'~'-"--'--+'"'+--1-1 .,.., " 'f ,,,,,.., ~-f------------1--l--'"°C"--f---l---1-+--1---a"'"H·••~ .,,_, Gfl flELD 1 SCOR£BOARLl OllTID 180 1 20-, 11 ••· ~-' Gfl flEU) \ IAAJITT. Ull.PtN 1ao 1 -· 19 oo. ,20-1 Gfl F1D.J) 1 ANNOUNCE· BOX Ol/11.ET 160 1 .,,_, 21 "' 20-,. GFl FIEI.D 1 ANNOUNCE BOX mm.n 180 \ 20-1 ~ .. 20-f GFl BATTING CACE l OU1l£l 180 I ,o-, ;, ·,o .,,_., SP.'J<E O ,0-1 v ,a 20-1 -. -· --SPAflE O ,,,_, ., 02 ,0-1 ~ .,,_, 33 "' ~G CO)IIR()L ~ 1 20-1 :,s , >1 /1 ~""'"~ ,,.~. ~"' ·,_ ' ' ' ' ' ' ' ' ' ' ' • ,00 • '"' REMARKS ~ '\' HAND ORYER'--MEl-h ,. KIND . DRYER'.':WOMEN 540 AYSO SfOAACEiOllll£fS Ulll.E lOOJE.>SlORAGE OlJJl£l'S 540 PARK,,MAJUf;SIOAAGE,OlJJl£l'S S60 RESIROOMS 'O\fllBS . • PUJMBING, AXT.·. SEl!SORS-IIDi- JOO Pl.Ul,(81NG:·RXT: srnsORS--\\'Ollrn 180 f1El.ll 2 SCORE,:BOARD OllllR flELD 2 MA!NTISUll.PEN.OtJT1.£T 180 flELD 2 ANNOUNC£·1BOK 0Ull£f 180-f1Etll 2 ANNOUNCECBOX O\IJ\.Ef BATTING. CAGE' 2 ,OUll.CT 240 IRRIGATI0N'C0t/1ROL 0 SPARE • ~AAS I I V PANEL lOTAl CONNECTED VA,ec -"'""=·~ NOTE REGARDING l'li(J(T CURRENT AVAILABLE FAULT, CURRENT-(ACC) 15 42,000 AMPHERES (S'IMME!RICAL) BRACING AND INTERRUPT RAllNGS OF ALL OVERUJRRENT DEVICES SHALL \ Let VA"' 2720 X.25,, __ eS8a0~ 11070 FEEDER 1/'0LTAIIPS ""'ffi "" •--''L' - ~ I /,,•ru-/' UfER•GROONO PER NEC 250--Bl(o) EXCEPT 20 FEIT f4 BARE c.tJ ME'TAI. 00.II WATER PIPE R£FER ID ,ING!£ LINE DlAGlAAI -'Sfjffi ESLO \\\lHIH ARST°fll'E·FW \'.,,_/ Cf, WA~ PIPE ENTRANCE TO 0llllll!NG PER NEC 250-St SE RATED 10 McET OR EXCUD 42,000 AFC PER NEC ARllCU'S 110-9 ANO 110-10 AND 240-BJ(C) ALL WORK TO COMPLY WITl-1 OCCUPANCY SENSING DEVICES,' 2004 CALIFORNIA ELECTRICAL CODE TI TLE 24 -2005 CALIFORNIA ENERGY EFF ICIENCY STANDARDS WATTSTOPP!:R tf;(JT-655-1 ULTRASONIC =CUFANCY SENSOR AGENCY SUBMITTAL #3 6/27/07 ·'-' ' DW CONSULTANTS I N C O R P O R A T ".E _ D """T'"" ""'"" • u,cn,cAL s~d••/.,~• =BRJSroL'SfREE'T SUITEC-104, COSTAMESA. CA 926:/1, 1i:C~1kJ f'RO.[C[ MJffl -20647 ffi fil Ii',, REVISION SHEET NAME ELECTRICAL COVERSHEET PRO.!EC.T NUMBER 2006-05 ISSUE DATE . . JUNE 27, 2007 PI./RFOSE FOR 155\JE THIRD CITY SUBMITTAL SHEET NUM61."R E1 .0 AS-BUILTS ' • DJ DJ ~'-: DIAL TO LL FREE ""1-800-422-4'133 ' AT LEAST TWO DAYS BEFORE YOU DIG LINOERGRO\JNO SERVICE ALERT Of solJTHERN CAUFORNL>\ ----------------------------------- 9 ® / / / j I / / / / / 5 / / / / / / / / / / / / / / / / / / / / / / / / / 1 El.O TYP. / / / • ' WP -LOCKABLE GFI OUTLET • SHADE STRUCTURE ll1 SCALE 1/4" = l' 2· SEE SHEET ES 2.1 ---1 ;; I ; I ;' I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' c,~---~ I ' I ' ' I ___ _c:,, --------------~~-------- 5 Y --------71 . / I ; I ; WP -LOCKABLE ·11 GFI OUTLET ,, ~-------------- / / / / / / / / • • / , • ' / • / / ' ' / ' / / ' • ; / / ; / ® 9 • ' WP-LOCKAB LE '-11 GFI OUTLET ------------------------ SHADE STRUCTURE ll2 SCALE 1/4" = 1' / ; I ; I ; I >-----j I I SEE SHEET ES 2.1 ----------------------------------------, I I I I I I I I I A-1 I I I I 1 A-7 PARKMAINT. LITTLE LEAGUE STORAGE ==7 ==7 AYSO STORAGE WOMEN l __________________________ _ A-7 0 7 w i 0 3 □ D • MEN I I I I I ·' I I I I I I I I I I I I I __________ ..J RECREATION AND RESTROOMS LIGHTING PLAN SCALE 114" = 1' 1[';;:J--------,.l SEE SHEET / ES 2.1 ~~ cs __________________ !' 10 :.,,;//,~'/,"//////~/ / ///// ~ IRRIG CONTROLS 10@~NE,; ,r I 11 '\ ~ / ,,, \V PARK MAINT. '~ le,,,-A-10 ~ ~ ~ V ~ V v i;;. ~ J -11 10 / '///// ///// '//7/ GFI WP 8 LITTLE LEAGUE STORAGE A-8 10 ' v I, 1; v I, . "<,\;'. GF I t WP t t ~ 10 v ~ 8 GFI (1Q\_ WP '-.:// 9 AYSO STORAGE A-6 9 / " WOMEN A-12 v GFI 12~ -----------------------, , 6 / 1 • , //// ,= i (., • ' I 13 J MEN A-12 C7 / L __________________________________________________________ J RECREATION AND RESTROOMS POWER PLAN SCALE 1/4" = 1' Si'MBOL 0 0 0 0 0 (s) 0 0 0 0 @) 0 @ @) @ @ @) ' LIGHT FIXTURE KEY SYMBOL ~AME/TYPE - FlXTURt , TYPE 0 ii FIXTURE TYPE © - 121 FIXTURE TYPE © ., . --• FIXlURE''"'tYPE •, • ® f¢-FIXTURE "T)'PE © ' NOtt $ MOTOR RATED SNAP M"' SWITCH DISCO NNECT. LEGEND FOR KEYNOTES . 131RCUITS CONOUCTORS/CONDUIT A-9/13,15 ' 1.25" C -4 110 TH\'1711 CU, #10 CU GND A-17 (Gfl) 1.25" C 1 2 #f, THWN: cu, f/6 CU· GND A-11/19/21 (GFI) 6 110 THWN CU A-18.jGFJ 1.2s· c I 2 /16 THWN tu, ./16 cu .GND A-20 _-23 .25 l'"l 6 #10 THWN .CU A-22/24/26 GFI 1-25' C -6 #10 THWN CU, #10 CU GND SPARE (2) 1.25" C A-1 .75"C - 2 #12 TH\'1711 CU, #12 CU GND A-3 .75"C - 2 lf12 lHWN CU, #12 CU GND A-5 .75"C - 2 112 THWN CU, #12 CU GNO A-7 .75"C -2 112 111 WN CU, #12 CU GND A-9 -75"C -2 110 111WN CU, #10 CU GND A-11 1"C - 2 #10 THWN CU, #10 CU GND A-1 1"C -2 #10 111WN CU, #10 CU GNO A-4 1"C -2 #10 111WN CU, #10 CU GND A-6 .75"C -2 #12 THWN CU, #12 CU GND A-8 .75"C - 2 #12 TI-IWN CU, #12 CU GND ' A-10 .75"C -2 ff12 111WN CU, #12 CU GNO A-12 .75"C -2 #12 THWN CU, #12 CU GNO A-14 .75"C -2 #12 111WN CU, #12 CU GND A-16 .75'C -2 #12 THWN CU, #12 CU GND A-28 .75"C -2 #12 1111\'N CU, fi2 CU GND COACI-IES SWiTCH 1.25"C -4 #10 TI--IWN CU, #10 CU GND . AGENCY SUBMITTAL ll3 -7£25/07 .,. ' DW CONSULT~rs JNCORPORA T ,E -"D 2l008RJSTOI.Sl'REET sutmC·l(H, COSTA MESA CA 92626 n _H:J:2'1343 ffio.ICT Nll!ISiR -10617 ~ -1/25/01 ' " DAVID SHEEGOG ARCHITECT £ ~ &, &, &, £ ii::,. &, ~ & L!G ,11 751 HEIR CANT"ON FtOAP 5lJ ITE 15:70261 A NAHEIM, CALIFORNIA "1200t, TEL :114-81,3-i"ll"I FAX ;714-2W-:el.S2 ·srie-e9oge9mall.G-Om MEM6CR AMERJC:AN l~T!11.1Tl:: Of.<,,,;Ri::+HTEC.TS REVISION $11££i NAME ELECT RICAL POWER/LIGHTING PLANS PFW...l=GT NIJl-eER 2006-05 .ISSUE DATE JULY 25, 2007 PURPOSE FO~ 159.JE' BID SET E2 .0 ' ' : 1 ' ; ' ' . ' ' ' • ' . ' ' " \ I NEWPORT COAST LANDSCAPE IMPROVEMENT PLANS TRACT 16463 LOTS 4 & I COASTAL PEAK PARK 20403 EAST COAST AL PEAK NEWPORT BEACH , CA IRVINE COMMUNITY DEVELOPMENT COMPANY 550 NEWPORT CENTER DRIVE NEWPORT BEACH , CA 92660 PHONE (949) 720-2000 -FAX (949) 720-2120 ATTENTION: JOHN SHERWOOD PREPARED BY CLARK & GREEN ASSOCIATES 150 P'AULARIN,0,AVENUE, SUITe 160 QOSTA •MiBSA,, llA. 926 2,6 _ . , • " •,\C·.1_,,.•...:/·<, .. , I , - , 1. : , ATTN: BETH NE LS©N /'CHRJS-WIRTZ PHONE: (714) 434-9803 FAx: (714) 434-910~ IMPORTANT NOTICE Section 4216/4217 of the Government Code requires a DigAlert ld"entffication Number be issued before a "Permit !o Excavate• will be·viilid. Foryoor ~gAlert f.D Number call UndergroUriifSeivicil Alen '·· TOLL FREE 1-800-422-4133 two"l'loiliing days • befcire you dig " ..... ' ': \,.' AP.PROVAL FOR ONSITE RECYCLED WATER SYSTEM ' dNL:Y ,< ·,_'.• • _,, ' . . \·..,. _,_, • • . '. ' . . _--·. ..,'.::C{·:,•".!i,\:,\:•,'.' WATER ,Mm~s, AND ·ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT .(IRV/o)'. ' \;.·'.;'. ,. FACILmES'-M(ISL BE· APPIJED FOR AND/OR APP.ROVED THROUGH THE IRWD 'DEVELORME-NT;I, . SERVICES ,GROUP. FOR SPECIFlC REQUIREMENTS FOR OBTAINING SERVICE_ CALI:.__ _, ,._, \7 , (949) 453',_53Di) Pl.AN CHE'CK(No· · '2§48 .-, I '~"'---'--'------------~---11t----,---------liiv1irc;;;1Nin1T'vY"M1aADP---------,---------------;:;S;:;Hi:iEE01T'"INMrD"E:YX,---------------,,----,C::;:O;.Nic:s'"UL~T::;;-At:N_Ti't.s,'"·----C ONSITE APPROVAL------~ MIT _____ _ TRACT 16463 c ' . '. ,·, ' A ssociate . . La·ndscape Architectu • 150 Paularino Avenue , Suite 160 Costa Mesa, California, 92626 (714) 434-9803. Fax (714) 434-91 VISTA__,- RIDG ROAD NEWPORT COAST DRIVE CORR! DOR RIDGE PARK ROAD EAST OF VISTA RIDGE ROAD NEWPORT-SEACH; CA (IN UNINCORPORATED ORANGE COUNTY) PROJECT LOCATION ~PROJECT LOCATION 37 40 47 46 I 45 GG RIDGEPARk T L-1 .1-L-1.4 L-1.5 L-2.1-L-2 .7 L-3.1 -L-3 .5 L-4.1 L-5 .1 L-6 .1 -L-6 .4 L-7.1 -L-7.4 L-8.1 L ·9.1 L-10.1 ES 1.0 ES 2.0 ES 2.1 ES 2.2 I 0 50' 100' SHEET INDEX TITLE SHEE T CONSTRUCTIO N PLAN 200' TOT LOT EQUIPMENT LAYOUT PLAN CONSTRUCTION EJETAILS IRRIGATION PLAN BUBBLER PLAN IRRI.GATION DETAILS TREE PLANTING PLAN SHRUB. PLANTING PLAN PLANTING DETAI.LS AND NOTES IRRIGATION SPECIFICATIONS \ • . . PLANTING SPECIFICATIONS ELECTRICAL COVER SHEET ELECTRICAL SITE PLAN ELEC TRICAL SITE PLAN ELECTRICAL SITE PLAN LANDSCAPE ARCHITECT CLARK AND GREEN ASSOCIATES 150 PAUl.ARINOAVENUE SUIT:E 160 COSTA MESA, CA. 92626 PHONE: (714) 434-9803 FAX: (7.14) 434-9109 ATTN: BETH NELSON/ CHRIS WiRTZ STRUCTURAL ENGINEER CORREIA CONSULT!NG 16912 BOLSA CHICA ROAD,.SUiTE 101 HUNTINGTON BEACH, CA 926:49 PHONE: (714) 840-5582 FAX: (7\4) 840-8691 ATTN: W/LLJAM CORREIA GEOTECHNICAL NMG GEOTECHNICAL 17991 FITCH /RVINE, CA 92614 PHONE: (949) 442-2442 FAX: (949) 476-8322 ATTN: TERRI WRIGHT CIVIL ENGINEER TETB,A-TECH; fNC. " 162~.1 LAGUNA CANYON ROAD, SUITE 200 !R'{INE, CA 92618 PHONE: (949) 727-7099 FAX: (949) 727-7097 ATTN:•RlNAADJOIAN DER ALEXANIAN Sl!E ELECTRICAL ENGINE ER DW'CONSUL TANTS 2e001sR·1stoLsr. # c-104 c·osrA;MEsA, CA e2e2e PHON~: (714)432-1343 ATTtf'MfKE DEMELLO/ MARK BATES UTl blTY CONSUL TANT P~~~:~LUS UTILITY 22792-.CENTRE DRIVE , SUITE 100 LAKE FeiREST, CA 92630 PHONE: .(949) 455-2640 FAX: (949) 455-2649 ATTN: stEvEN CHENIER ' • ' AS-BUILTS . ' ' " . w e F " w , a f-w w I Cf) w _J f--f- "DRAWN BN,CW -'·' ' , .. CHECKED • ', > • . " .. f---..;'"--' --i ''\ DATE FESRUARY 7, 2007 JOB NO. SIJEET T . . 35 SHEET'S . ' ' I, -I, ' I I, f I I :• «, ' - -., ' " ' ' I ' I , ' I ' I I I ' I I ' i I i I I I I I I I I I / I ! ' I ' :,, --' I I / r,-p / ' I I I ' I I I I I ! I i , f I ~ I ' , , I I ), ' I I 1003 / ' ' / ' '-...._ ' ' > / / -- f I I ' 1010 1008 1006~ 100b ,- ' -----, i I 1006 ! 1005 " ' -\ '(i ADDITIONAL N0.1E5: l ~CR T6 hi.: Ll ,0 EQ.JFMENT ANO FJN!S,-1 $C!-ED...1LE FCR MATl=RIA.L.$, COLORS, FINlS!-1!$, AND FROCXICTS PER·SI-EETl.41. 2. CON'tRACTCR TO J.!E:FER TO ~ CON6TRIJ::::TIC:JN NOTE& PER $!-EETS L-1.2 f L·V ·---~~~?~~~= POURING OF ANT" CONCRETE. NOTFY ~ ARCI.Jl'TECT AT LEAST 24 !-ICt.lRS N -.iDVANCE"UJ!-!EN ~TIN::,, ON-$rTE REVBlfa GENERAL c:;oN5TRUCTION NOTE5 I. ,.l,,LL Dit"ENSION$ ARE TAKEN FROM OJRB FACE, BUILDING FACE CR EDGE OF PAYING, iJNl..Es,s OTI-IERIJJ~ NOTED ON Pl.AN. n-E DIHENSION5 ARE S!-40.lN FOR APPROXIMATE LINE AND ALL RADII AND OJRvE$ ARE TO 1-!AVE ~IN.JCUS AND 5t1001l< TRAN&JT,:lN& Wm-lCUT AElRUPT Cl-lANGES o,;;: eBIOS, " ,_ '- '- ALL FORMS AND AL!a,Nt-'ENT OF PAVING< ARE ala.ECT TO REVBJJ BY OJ.11'-eR'S ~ATJVE FR\OR TO POJRING (4,JVE A MINMJM OF 24 1-!ClJRS "°'""- ~CR SI-IAI...L YEl<!IFT LCCATION OF ALL UTIL!TE& PRIOR TO CON$TR!JCTJON AND SI-IAI...L 6E l-€L.D LlASL.E FOR ALL DAMAGE& INO.JRRED. -~~~~~~~~~~~~~ ANDdJTL[ZE EXIST/NG'.SLEEVE A$ !..t:Ei•IED•rECESSARY, El<PANeJON .x:>!Nra SIAI.L eE-FROvn:iro'U!.''IE:i¼ ~ FLAT I.U::)RK AB.ITS WAl..l.$,,STAIRei,-BUIL.D/Nc.S, OJRS5,,~. POOL BOi'>C SEAMS AND ANT"" EXISTING ~-PAYING Of< STRUCTURE6, EXPANSION -X'INTS 51-!ALL ~~~~-~~~~~,~~ Fll...1.ERUN!..E$ N:>k::ATEt::ron;:a;tWJ&E; • :\•~ &, ~:.,~~~~~MAN51-.F ~ ~M TO T1-E LATEST ' ' . ,. ; ' ' . 1. ~~-~:BE i.isa::i.,IN ~~ ti/1T1;11i"l-ePL.AN6 ANC;>, ,ANT Sz' =~~6HAl.l,:SE' l3RC(.ld,;.rr TO,TI-!E ATTS'ITION OF TI-IE O.!JNER'S < ,._ ~-~~ i:1.iStr:,.~'ALI::DltSl&;:;,t,1$,,~ •• i,1)1!1,k,;_~rrk:lNS AND _e.tTE ~~~~i~~~=~~=k,,~_ ' . " ' . 9. CONbm::)NS NOT Sf'EC~CAU.. Y Sl;lOJ.!N_ -51-!ALL ·ee: _CON$1i-3J::::lEI:) SNLAJ.? TO TI-E·D!:":TAIL5'F0R TI-E'J.!E5PECTIYE,MATERl'AL , • IO. TI-IE DRA<IJ!Na,$ ANO'.~iFICAT~.:_~T n:.ie:.Ff!'IIS+-ED STRl.k'.:11JRE, ~S~~~~,.~r~-~~~!-11= XSSrTE eY TI-IE ~ ARCl-lr!ECT 'po NOT iNcuJDE 'IN5f'ECTION OF CONSTFarnoN '1'1ElH:::JD5 AND.~~ ·CONDrr~· AT' T+:e. l.ll::1RKSITE. il-lE5:E VISITS 51-<,<1,LL NOT BE'CON5TRUEO A$'•CONT!J'.llel.J6 AND DETAILED JN$FECTION$; 11. OE5k:.N. HATER!AL5,:EQJPMENT ,AND-F"RODU(:TS OTI-ER THAN TI-I05E ~~~~fJ}:~~~~:=~-~~~1-E~~ LAND5C.AF'E ARC!-ltr:::CT AND-THE·APF'LIC:.:!SL:E GOVERNING CODE ALITl-iOl'l!lT'( '. '',••' . t.l. EllJILDN:. PERMITS 51-!ALL_ElE 0STAINSD, eY TH:,~ OR CON!RACTOR ~ AJ.J e.rs•~~'°~ TI-!E ~~ ~~!'~:,'" ~-~-_ ~ B. IJ.t.ERE:WATER ~ING'C!Fe MOlSTI.ff SAF!RER"IS INDICATED ON TI-IE FLAN$ OF<: DEi"AiLh·FOR iefAIN!NG•IIIAUS: F!.ANTER'WA!:LS R..A5H ili<\U.S OR ANT ~ V"ERTICAL B.EMENT,,TI-41; WA~~ e..iAu:CON515T OF YELLOJJ .1ACKEt MEt1BRANE ANci';ii.N AFl"'RO\IE;D'· wATl:R FRO::::lFrNCi: COMPC<JND ~ A$T~ ti'""W"'' c1:'!fa>k.1HL (' ,.,lO;fil.i;S f ·.·":, , I , ' I ' ~----~4"'$~~-~~~,~~®' •: I i''CON5~TION NOTES LO e,m;:. u,m:'. -r,;\1 EX1€,TN::; CURB AND GUTTER, \.':'.J FROJE::::T IN Pl.ACE. ·,: i@sxieiTING SIDSJJAlK, PROTECT IN FL,!ICE, :e P~ING LOT FER CIVIL eNei,iNEER'e, Pl.ANS, ' •@ P~~ LOT PER: CIVIL ENG!NE£:F,?'S PlAN5 .• • 2.0 cott;./4. If 6 AT WORK 'fill ~~ CONCRETE MOJJ OJR8 , • :•I.::;) PER,l:)ETAIL '=. 51--EET L:ll ' ' . ·, , .·(.;':.\ CONS'n=a.;::;r ~ FAYING -~~ .o:!:,J PER'_DETAIL A 4 B SI--IEET l.,ll "9 Ft:.NIC TABLE PAD AND LAYCtrT ~ PER DETAtL E. 51--EET L:ll . •,-. ~ ~ 1-..EEFER FAD i'Q'.o/ Pl:Rit?f'TAIL re_ SI--IEET L:ll •. @L~ ~ FOOT!HC:, PER DETAIL E.: Sf.ET l.:l2, iQ DEF'RE5SED OJRB AT FENCING :e~-J FER 'DETAIL EE. 51--eET 1.:n-' ' _., • •. ~.o tffi:'.t:ri e/;EOJe --§ ~ FIELD LAYCUT F'El-! DEl'AtL !3..!.. SI--IFFT kU. ·@ 'Sli-~ FBICE: FER DETAIL LIJJ.1.. ~ ~ ·@20' 1-t~ FENCE PER DETAIL y I J;, e+eT k2d. '8 30' .1-t~ FENCE FER DETAl. y f AA _~ Lµ, @ CUG:CUT G41E PER DETAIL Y..!.Z. SHEET Ldd, e HAINTENANcS:E:06.A"IE f'ER DETAL Y...!X SET LcM, (§L_FKSTOF' FER DETAIL SB~ cc Sl-a:T kl-2, Q D.JGCU]: LATOJT AT BA&EE\<'11 I FELD °'V FER DETAit.'t?Q.' $1-EET ~ (§) eAT ~:~J,',~ FER DETAIL EE. 51-<FET ~ Q PLAYS,!!~-~·.:..,-i::;tJGCUT ry FER DETA,IL J:E' 1$EET ~ @Prra.m-~{~~PERDETAILJL 51--EET~ @ I-IOME PLA~-~ BASES PER DETAIL H!:!.. $1-EET ~ @) !NF'IELD Htk o/ DETAIL ,!,I_ 51--EET ~ Q atr:AC"~ 'A,~-"IRA&l--l CAN LA'rOIJT AT BASEBALL 'C::J FtaO Fl::?.·DETAIL ~ SI--IFFT ~ ' ' -' AS-BUILTS ' 0 i6\·; 26i' 40' ,,•' .. ,., ' ., ; ' w " c c w ' • • z 0 -f-u . ·, z ::::> <( 0::: ....J f-a.. (f) z 0 u • -L 0 DRAWN ,' " Bl),~pw -' - CHECKED ,·,. .. ·MG, OAIT ' FEBRUAJ'-Y i 2007 JOB NO: ;oz~5 SHEET L-1.1 36 SfiEETS . . . . , I I I I I ., !• .. •. , I •. :; .•. ;.-.,. . . [•::::::•: :•:·" ~-2:-·. ··1·::-., ..• _. ,;.;-c: • ✓ ·-.-.. "• . j : jz : • 1,_«..-"':~,·,'f>:,,;; • • :·:·:::.:/ C/\.· ., • I • -,. • S , • • • . : .f .• , .. "-· ,·,r.;:c-~ . .. ,...... ......... . .. '' 1000 .... , ........ ·::::. ··••' . .. . .. ··-·.: . .-;··,·.-.· . • . '.<">i::·.:·.~-·'.·.·::· '_..,_ i --,: .•.:· ' • ' . . . . IOo1 \00 1004 1004 IC:.N PAVING DOOR OFEN , .4DDrTION.AL. NOTE&' I. CONTRACTOR TO Rs=e;;! TO EQJFl-a..'T AND FINIS!-I &::::1-!EDJUo :"OR MATER!AL.5, cot.OR$, FINa.ES, AND FROC:U::T$ F'ER:•5!-IEET ~ 2. CONTRACTOR TO Rb~ TO GENE':RAL CONSTRUCTION NO'TE& F'ER 51-EETS L-12 ◄ L-2.5 3 , CONlRACTCR 51-!Al.L 1-!AYE A.1.1. CONCRETE AND FLA"TU.k::lRK FCRH$ REV!BLED AND APFR0YED SY TT-IE LANDOCAFE Al=?Cl-lrTECT"CR Tl-IE CWNER'S ~TATIYE Pl=?IOI=? TO TI-E FCUR~ OF AN'!' CONCRETE. NOTIFY" LAt-D5CAFE A!'<':Ol!TECT AT LEAST 24 ~ IN ADYANCE lll-lEN Rc=Glf'OT;N6 ON-SITE SSVEW5. 4. !NSTA.LL 4'' O.D. SDR 35. PERFORATED PIPE li.lm-1 FILTER &::x::K, &LOPE..?% HIN. PER DETAll..tll:1. 51-!EET L.c2k.. OTY OF NOWPOltr 8Eoell BIJllDINGOE\"'<il!MENT ,',, AP??.OV~l OS THESE PlANS OOES NOT CONSTITLFfic'rn,R053 o,fili;>i.lED AUT><Oal<AIIOH TO co.,srnuCT AW 8IJILOJ•G ,. lnOLATiON OF oa INCllrisrSTE>II WIIH THE ORO<NNICES, PLANS, a,o PO!JCIES Of T:-<E-CITJ OF atweoar BEa/oC>, ms 4PPSOvaL OOES NOT GUARANIS! T>IJ,l lHESC fW«; AA, tN All fl<SPECT5 I~ COM;'llA:«:E VIITH CITY. BIJI\Ol>JG lllm <ONING OROlll,\11\:"S PW,S """ ~11.lciES, it'E CITY ca /Hill'"OO!a,>c;i RS 0ER<IES Tl<<f!IG~ll O RE.i,;ia.UNY PS<!IITTEE TO Rl:\'tSC THE BlJIWI! G STRUCTURE 00 llll'ROVcM!o<T AVTH~IZED BYlllliSE· PW.S ,m,;;:,. oumG o~m!R CO•STRUCTION, !f ,·wss,1.lf( 10 C0""'-1, WlTH lHE OR;itllAliCES, PL>•S Af/D ?il'_ICIC, OF HIE r:nrnF ~P-Ol!T 8EAtN, , ' • Frn•JJTIEE'SACSIJO\'l;<cOO"iP"-cNl: __ ~•,mt;· ,~-C· ·_:c:-_ ll•?'.'"""'l tlME. \i':· • ., ,. ·" 4, '·.':,· MASTER Ll&T CON&TRUCTION NOTE& LO e.ITEll.t;:,RK, .,,:;-,;;1' EXl&TIN&aJRS At-D GUTTER, \::'.) PROTECT IN FLACE. :@EXl&TING SIPB.I.IALK PROTECT NFL.ACE. -C§) RES~ FER ARCl-lrTECT'& Fl..ANS @ PARKING LOT FER crvlL e-t7,!NEER'5 FLANS _@ADA ~ FER CJVIL eNCiilNS':'R'S Ft.ANS ·U?~ c.ot:(&IE B-AI lOC1Rt', Co\ CON&lRiJcr CONCRETE M0JJ CURB \t;y FER DETAIL~ 6I-IEET kll '(:;;;\ CON&lrliJcT CONC!=?eTE FAYING "-.::y FER DETAIL A ◄ B 61-!EET kll ~ Fi::NC .TABLE PAD At-0 LAYOJT l(Y FER DETAIL E. 6I-IEET kll C]', FCNIC TABLE ' 61-!ADE 511-:UCTURE LAYOJT ·~·FER DETAIL Q. 51-EET L,-12,_ ~ DRINKING FCUNTAIN FAD AND LAYOJT ''-::y FER DETAll. J, 51-lEET kU. d BIKE~ FAD AND LAYOJT l.f.Y FER DETAL E. 51-EET kll @aoo PAD At-0 LAYCUT FER DETAIL.,H_ 51--EET kU. Q., ~ FAD AND L.~ 1..ATCUT 1il TOT L.OT V FER DETAL ,,I. 51-lEET L:2.i. Q SENCI-!, TR,,:1,S!-1 CAN, AND L.k:.ol-!T F0LE l.AYCUT '=:Y 1il .TOT LOT FER DETAIL I',,. 54-IEET L:.U,_ Q 6ENC,I-! FAD LAYCUT -@ 6A5KETBAll. CCURT ~ FER DETAL L. 6I-IEET L,-12,_ @~~:2~~~~~~-@eASKETBALI. Q eENCI-! FAD,·t ;~ CAN LAYCUT 1il BATTING, c:AGES ~ FER O.:J AIL t::l. 61-EET U.. Q TOT LOT 0JRe ANO aJRFACING IC) F.'ER DETAlt,>t::tt:1/61-EET L:.!k, @sANP soX.'~·~ DETAL m 6I-IEET ~. @~ .J!.~_ TE~ FER O.:JAL id. 51-EET l.,il Q EXF'ANSIOl;-l.~JNT AT SIJL.DNG 'eJFERDETAll.12;."61-1EETLIJ. @LIGl-!T FOLE•·~~·FER DETAll. E. SI-EET L.:l.a,. Q CEFRS%ED ·Cl.i=?S AT FENCING 't.::::;, FER DET Alb. EE.• 6I-IEET l.:lJ.. . . . 3.0 Mt"<E I ANEO,.' @INFELD HD/FER DETAIL.!.!. s.EET ~ Q POST TENS:ION ~AU. o::x.JF!:T V PER DET,<I.L ,2,_' 6I-IEET L.:U,. Q eA5KETeALL CC,URT LAYCUT '(:Y FER DETAL L . $1-EET ~- ,Q, DOG,:;,;IE BA6-D~ Q 'PER DETAL·&·SI-EET L::U,_ Q TOT LOT Ff' leDtF. CURFACING LAY CUT V PER c:£TAL LL. 5!-IEET 1.,:2&. @-~~~~~~!'I~·~: ARCl--l!TECT, ' ' ' 0 10' 26' 40' I s o, z 0 -1--u :z: ~::S I-a Cl) z 0 u o·F¼WN BN.:bw CHECKED MS ,,~ FEBiliJAR\' 7. 2007 JO~NO. 02,035 SHE~T L-1 2 ' ' ·35· ··sHEETS- I I ' ' . . ' •,' ' ' ',',•, ·)c ' ' I I I I I I I I I I I I \ // !/ / ' ,, ' ' ' ' ' ' ' ' ' : I i v ' : : : ' : l "' ! ' i ' ' : I ' ' ' ' ' ' ' I : i ' ' ' ' "' :, ' \ ' \ ' \ "' \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ ' I ' \ \ \ \ \ \ .. ' I \ \ ' \ \ \ I ' \ \\ \ \ I \ \ \ \ \_. ........ -- ,---~,·,_,, . ' -, '•, ·,-. . ::,: __ ::,{·_ . .\ '·':. ,., , .. ,.,.'_ .. ,. /./:i./,:_ :/::"/:. \ ' ,.: ... :: -~-...:-·-i"'. .:.· -·· -' ' •. . ' _, __ .,, -··· ' .. / I I I \ \ I I '/ ,\ I \ I \ I --~. • .. --~ .. -'-:-,:.._ I \ \ \ I \ \ \ ( \ . \.ci. j ~ \ .... " MASTER L ~T CON511'<UCTION N01E5 LI:?-fu-ll/CEK- ®. ~_le>TING QJRB AND GLITTER, _ ~TECT IN PLACE. ® EXl&TING i.lDBLW..K, PROTECT IN PLACE. . 2.0 CCrt&IE MI ll/CBK -~~'CON:Sm./cr CONCRETE MCUI o..lRB ,e; ~ DET.AtL i::;. 51-EET L:ll ~'.~n:,u:;r ~ PAVING ~-!_"ER ajAIL A ◄ 6 51-!EET 1.%1 Q -~ l<l::Ei & f'AO ~:f:El'"! DETAIL 815. 51-ET l.:ll ®:-~;GOAL TE D:'.).l1N FER DETAIi.. ,;ii. 0 ~ aJR8 AT FENCING - 5'-EETkU .,.---te:?·PER c:ETAIL EE. S!-EET ~ . ADOtrlONAL NOTES: L CONTRACTOR T0,143 & :o l=Ql.JIF'l-eNT AND FINl:=>I-! $0-!EDU.E FOR 'MATERIALS, CO!..O!e, FINs-ES, A~ PROD..ICTS FER s..fEET l;.,:U, 1, CONTRACTC'R TC. REI LR ro GENERAL CON$TR!.JCTION NOTE$ PS'<! &I-IEET& L~l.2 4 L-23 3. ~OR e+-!AU.. I-IAVE All. ·CONCRETE AND FlATUJORK FOF<H& REYElLED AND AF'PROYED. -aT n-E LANDeCAFE ~~Ol'~~~~~K:R~~ AT !:.EAST 24 ~ IN. ADVANCE L14-EN l:'Ei?I IFST!NG ON-SITE Ri::-YIBJJ&. .3.0 • MfQiJ I 41:fQ§ @ -~~C~FIELDLATCUTPEl'i!DclAILm S!-EETl.:ll @ ·10' 1-!IGI-! FB-1::E FER DETAIL :ilil... S!-EET l..:M,. ~ 20' 1-!IGI-! !'tNCE FER DETAIL Y 4 Y SI-EET ~ ~ 30' ~IGI-I ~--FER _DETAIL Y J AA S!-EET L::M, @ DJGCUT 6.AlE f"B's!-DETAIL :iLi.Z. s..eT l..dd, e l"'tA!N'TENANCE GATE FER DETAIL y 4 X SHEET L4&, ~ eACKSTOP 1.)J.;;·.,5etA·11.. 96 l CC 5I-IEET ~ AND \::::,) PETAL QQ. $14E:ET·L:,U @) ~'.tL~@Y·~~ Fa.D § eAT RACK A\'~ FER DETAIi.. EE. $I-El'~ .Q FLAYER BENC4,Af D.IGCt.lT '<:::::J PER Dt:'"TAIL:-ff."'~ ~ @ PrTCl-lN:::. RUBBER_ PER DETAIi.. iL ~ ~ § HOME PLATE~~ PEF< DETAIL~ 5I-IEET ~ 8 INFIELD MfX ~ pE'"AIL J.1. 5I-IEET I.cl£ Q FIi EAC'-ER A!'.0--~ CAN l.ATOJT AT eASEaAI.L 'e7 FELD FER DETAIi., ~ 51-!EET L.:2.2, ' .<,;), COAC!-l'S SWrTCI-!, CON'TRACTOF<: SHALL F'ROYIDE 'e)! LOCKING, VAJ:-PAJ.. ~IST·ANT, WATER PROOF-, -NEMA 3R ~;z~;/g;~:llJ~,gi=~-~OALL ~~~=~~~POL.E~ Q ~INKING i=Clk-ITAIN·PS<: FINIS;-hlCHEDUlE,-5!-!EET. L4L_ ~ FNAL LOC,:l,TION'&AALI.. l3E ~ Bt.T lL=t AR0-4trt:CT. ·n. ' -t- 40' I I s I I . "I ' , ' • I z 0 -1- ' ., .. ' U z => <( 0::: ...:.i:I I-Cl. (f) z ·--~ 0 ~u i • ,~- BN.,_C:W CHECKED MG. DATE FEBRUARY, 7, 2007 JOB NO. 02.!135 SHEET L-1.3· . o, 35 ; \· ' '., SHEE:J:S ' \ ., :·,\ ,.-.; -,\. ._._. ' .. " • •, ._-. ' " -, ... , ' .. - ! / / ,- / ._,/,, _, .-,, •' < .---' .. ,_.,:_,/ " _.r r • " ' _ _,-,_'.>·,, ,· .• / •' ' •' ,· • .. ,::,,: -·.: _____ , ___ >.-.,, -,- ~,, ':'• ~o -, l ... _ ... , .. _,.." _.,., j i ' f ' ' ! \\> ( -;~'\' 1$ ,!r,J.f· .• ~--· ,,,-. • -:. ' ✓' • '. ' .... ·'.· . ,:.1;/;;: ·. \~·. ·--_, ,'' '1S';, .. ,. .,, r -., . . ti: .o (J ' ' ' • / .- i ,' ,• . _.' ' ,.'/ I . .... i I/ / // // ' _/ ! // ' . i/ (5 12 ... ----- ,· ,• / .• • '. .. / i ~>, '·>-. . •, . ,• / ' • / • " .. _.,._. • I • .. L ~CR"i b ."'. •'•' "T . •'' ,.,. --• . '. . __ . .. .. . ... _ .J.4.U..R O .. EGlllPl1cNTANDFINISI-I -~~;MAie..~, COLOR5i FO'-iJ&HE$,'AND F'RODtJCTS ~-$16:T Q.t.. . '' •... . . ' ' ,' -" .. '',\ ·,~ • ' '. \-..-v , •· . ,': ' . ,.::}· ••",;-, ' .,--•· \ ," ' '•' .. ' " ' . ·-. ·.' CONSTRUCtiii/N:Nol'Es .. •,: ..• '' ,..,_.. _.: . 0 1..., I ., _c • • 10' ·,_j o.1 .. ·:.'·.:·\< 40' '' _,_ :,d;/,_.,/·. •·;,,' \ ., " ., • .. I z 0 • s~EET~• --,,,:;-. ' :-:v- .: f !, .. .-• A • . .. ' ' .. ' ... ... , . , . .. ' ·>. .. ,, •. ' .. --. .-,.,·:·· :-':-':-'•._' '({'.'-;-'.- ·s":'.." TOTAL ELEVATED PLi\Y COMPONENTS 7 •. ' . TOTAL .ELEVATED COMfONENTS ACCESSIBLE . BY 'RAMP TOTAL .ELEVATED CQMPONENTS ACCESSIBLE BY .TRANSFER . ., ..... ' . '-~•---. ' .• •. '•\. ,• · .. ' . TOTAL ACCESS IBLE GROUND LEVEL COMPONENTS SHOWN TOTAL .QIFF@RENT TYPES OF GROUND LEVEL COMPONENTS .. ;. ' SCALE IN FEET; ' ' . . ' ... \ 0 REQUIRED 0 4 REQUIRED 4 15 REQUIRED 2 12 REQUIRED 2 -· _, -m . -- ' \ I I I ' NOTE: ALL SURFACING FOR MAIN TOT LOT SHALL BE POURED-IN-PLACE RUBBER SURFACE PER RUBBER SURFACING LAYOUT DETAIL ~':"--.,,--------,,......_ . ,/ I -....._ J , ✓ , COASTAL PEAK PARK . ' ' . NEWPORT . BEACH, CA . ... • • ~ . ' ' ... . . . .. ~ .. ' . COAST RECREATION TAMARA WARD SYSTEM . TYPE: PLAYBOOSTER DRAWING #, 13360-1-5 ' lan!~sjape structures- lh·e play° d:irhponents identified on this. pion·, Ore IPEMA certified. The use ond layout of these ,.;ompon:l;l_rit_s .. : conform to the req~1reme _nts .. of ASTM. F1487. ;:-.-_ _.-_.,_,· . .-,)> CHOOS[i'A PRO.TECTlVE SURFACING MATERIAL THAT.\"i-iAS. A: 'CRi'r'ltAL HEIGHT VALUE OF AT -~'.f THE _;8((GHT OF THE HIGHEST ACG_~~J.~LE _P1R:T/FALL HEIGHT OF THE ADi.LA_Q~NT EQ_l))P,MENT. (REF. CONSUMER P~RqQC::T SA.lzEJX·-COMMISSION (CPSC) G~I_QE~INES, c~EGTION 10: SURFACING.) Ac'c:fS\~·;aLE/PfeOTEcTIVE SURFACING TO Bt,;:'AitoMBINATION OF UNITARY AND ._;;,ij\1oos&.:i:1tl MATERIALS . .-::\:?:(PIP ."RUB'BtR & SAND) -.,~':·.:,'.-;,.-;-_,; '_:\':,>· 11.,li! .. ~ Ol'IIIIN llilT DESIGNED BY: ClH ' ' -', : ;,. ' :-' ., ' COPYR IGHT: J_AN ·11 : 2007 LANDSCAPE STRUCTURES, INC. 601 7th STREET stitrii.::·.P:b. aox 1ss DELANO, MINNESOTA S5328 PH: 1-800-J28-0035'.<:SFoliX:,.1"'.76:l-972-6091 . •. ----➔-1":.<~.,-.=:,""\'.,,<" -,.·· -~·: -~·· -~---1 ·:-: ,.2/28/0 1336.Qf}C f , • CLH ' ,:2/27/0 1336/J ::,CA<: CLH '1/13/0 --:-13:'3±6,bi:': <-',j l':'."fl -i ••• ·'". ~-,-C:::l c:H-,-,1 •• : Ddte Previous.,:'Qfa_i,y-i"~g; # -' .' , ...• ~,---.,,;:,._,_ Initia ls EERTl\:!ED ' . . ' . ------"' , ... --•---~----·-. ,__ , .. ,·--· -. ..... ,, ... ,, . .,..,.-.,-.-.. _ ·,, '----,------,-----------,-,--"----------.J..-----------------L---------------..:.---------------L-------------------L_.:._ __ _;_.:.__.:...:...:...:..:..._:.:.._:,__::_::L.:.. .... ..:..:...:...~ .... ::.·,;,., .:. .... .:.:.: __ _,, •• ' •. -:--., : • : .. :\:<-.'_-, ·:-,· ,' _.,.,' ·. ' ' ,.;,.·.:: •, .. . '-•'·'""·'"''• "·-·' . '•'' " . ' " ' '. _;;: :,:,. . .-' ., •; ' . .;, . . ... , '., ; ' ,: : .. " ;·: '' <-\ . ;:,;-. _,; . :: ' ,,, ' . .. . : .' " ' ' ' '. ·-' "· -_ ; . .. ., .......... . DATE· .. -. • JQ~•~/?; a • ' 02.--035 , :i ;: ' . • " ,• ' -., i ·-~ : " . _, l C Pf AN YfBII SCALE• V4""' l'-6"' UJAtER FCUNT-AIN AT TOT LOT SCALE• 1/4" ='.1\0" •• . . . 't er, -'· ' • ' _,., . . • ... ,. ·._·,.~:\ 813Q. 4Ffl;f 'PLAN Vlfljl ·SCA! E= 1/2_~·:: 1'-0" ~ ' . . --~. ' -SECTION= SCALE:, 2" = l'-0" ·-1'""'"' _"!C,lAf'IEIER ' .. ·' CONCRETE . .VALVI:: SOX. .SROOKS MODEL NO. lF'S WrTl-1 CONCREIE LID Wr1trSRi.JT OFF VALVE iN&TAl.l. IN PLANTER.. DRINKING FOUNTAIN. INSTALL PER MANUFACTURER'& RECOMMENDATIONS. A~·60LT6 PER MANUFACTURER'& RECOMMENDATIONS IN CONCRETE SASE. CONCRETE PAD PER DETAIL A 6I-IEET kU To·ooMESTk::: WATER ~ICE. REFER TO CI\IIL FLAN FOR F.o.c. 1 ½ " Pvc· 'SCI-I, 40 DRAINLINE FROM DRINKIN.G FCtlNT A!N. ~FER ro CIVIL PLAN FOR P:0..C.. TO SEWER. '30% REL,ATI\IE COMPACTED ~ ADJACENT 6IDEWALK REFER TO CON6TRUCTION FLAN. EXPANSION JOINT, CONCRETE FAD PER DETAIL A. 6I-IEET b-2,1. i ~ .......____ DRrNKING FqJNT AIN PER FIN1614 SCHEDULE, I .. ~ -----SCORELINE n-F, !O'O" ........._ '-.........__DOGGs!E 6..a.G D16FEN6ER PER DETAtL & 6~1EJ:T L-22, "- ... ,. ,: ·,,-. ,; .. ,, . ,.,--, . • ,t, •. ADJACENT C.ON~_'F.'AD, kEFbR· ro, ~IBJJCtlQN FLAN, . HOLD DCWN FOOTING AS 6!-IO.llN FOR FINISI-I 61..lRFACE. ~--•:·•·i,· . ,;;:---CONr...-Fi:E1E" FOOTING, : ' ' . ' ' ' •. , . ' ••. . ,;. .. - ' 2'-0" BBQ GRU l SECTION ecAL.E, ir.1" "' 1'-0" ,,--ST AINLES6 5TEEL EYE 60LT --, $HALL BE CENIERED IN Bi'qf!Ni;s, :·.-• cciNCRET'E. FOOT-ING.-.=----, F.&:h'ER , rC>:. i"HE : EGlUIFMENT AND FJNIS!--i .:~:,~-_{-2.1 : '-" ;·,'.:.--.-= , -.-.-.. ::•.-:r::.--,:--· :.~: ._·•·-, ,:' . ,,--112, RAPUS,-T'i".FICAL ,---F~161-1:·GiRADE, 3 "·WA5HER NUT ~-90% Rel.ATIVE COMPACTED SlJeGRADE, 2" ~ BO):_T: 6CA1..E' 2" = l'-0" .,_.,,. .... ·-., ..... .. ·-' ,.: -- • . i. PICNIC T ASl.E 51,.!AJ.J.. BE CENTERED AND ORIENTATED AS Sl-!OJJN SCORE JOINT6, CENTEREQ ALONG AXIS AS ~. i/::-~::f ·d ::_:·:::·::·:: =~T iURF '. . . . ' ... '. ' ~ ,--+++."'Ci""l'"•· ·C,a•• •"'•• ."'C· ...• "'C· .·•.,· ¥·.,·•·•··•.,••··•·c,···•··•.,···•·•·s 1cc···••·"'C. ·•••·"". ++1------, .• .L: .. • .... :J . . • .•. -rr . ·~-.. . . . . . . r. -L:.J:. . -'--'-' -"1 ._-.:-:·.:-:-:· .. c.:i;;_·.;2·-:. •. •. -_ ._-. -.• _·. · ._-. -·. ·._.._._-._-.. ~-CONCRETE FAD PER Dr:rAIL A 6I-IEET L-2!. PICNIC TAAi E PER FIN161-1 SCI-IECULE S!-!EET. FJX CONCRETE TASLE TO FINISH 6URFACE W/ ADI-EIVE FER MANUFACiURER.5 RECOMM5NDATIONS CONCRETE FAD PER DETAlL A 6I-IEET L-2.1. ADJACENT FINS-I GRADE (TURF) . . . '30% RSLATIVE COMPACTED SU6GRADE PICNIC TAAi F· P4P ANP LAYOUT SCAI...E, !/4" = 1'-0" . . ' . _:·£ADJACENT FAVING..·REf-ER TO CON6TRUCi'10N·R1fN5, ;· .... •. ·. ' -.. ' ', .. ' • : • ·, ·., . _-. ~ •. : :. ,_· ... ~: \, i'"· --.:)·_·:::/:,'>_: .. ' • ':::,.-.-. . ·,· ... • . . ' +" 6i::diiiattiie&, typ,' . • • • -re----~-~-:~·7 .:.:. -:. ~ <··-~,~+~-~,mc~~AS-~. i. BIKE RACK PAP AND I AY;Ct.lT SCALE= 114" = l'-0" EXf'ANSl:?N JCIINI AI E!IJII PING: --· '.OCA!..£';."j/2"" = 1'0" -·-- ~ ADJAc.Ef;rr Tl.ii:;?i=; ~ f0 cbN&mJCrlON AND PLANTING PLAN&, CONCRE!E·PAD PER DETA[L 8 Sl4EET b:lJ,. FN~ GRADE 90%.·RELATIVE COMPACTED SUOORADE. CONCRETE FOOTING. !-!OLD CONCRETE FOOTihlG DCWN' TO" ACCE'F'T 'FINIS-+ 6URFACE AS 61-1Cl!lJ1\t:. ~-BUILDING WAl.l., REFER TO ARCI-IITECiURE FLANS ✓-SUILDING 6L_.A6, Fs:E.FER ro ARCl-liTECTI.JRE FLAN6 r-CONCRETE.PAVING FER DETAIL 8, 6I-IEeT U FAVIN.G-61--!ALL 6E ½" CU.'ER T!-tA't· TfiE'·aJILDING-FFE, REFER TO GRADING FLAN. • () '--90%1.REL.ATrvE COMPACTED SU6GRADE, . ,,' ,. . . . , ':~,'., ~: • '. coNci~ErifuJ~ ' ,·. -. . •- NOTES: 11. ----><oA MA!NTA!NED ARJeA crrr PARK ---- MOW OJRB 51,.!AL.L SE lN6T Al I ED ON crrr SIDe OF PROPER.TY LINE. y . REFER TO CON6TRUCTION FLAN6 FOR LOCATION. "'" ~-112'' RADUS TYPICAL ~-FINJ51-.l GRADE NOre;, C\ ' ,. ' 1. EXPANSION .JOrNT6@ 20'-0" o,c, ~lt~H IUI"! / MA;i \?a.> 'l.f-1,; ~v 2, ecORE JOINTS -Iii e'-q" o,c, M-lll,l!J?llJM Mllff.. 3, RE!=ER TO EQJIF'MENT AND FINJ51.1 SC14EDULE S!,JEET k&1, SECTION• SCALE: 2" " !'-0" CQNC.Rl=ik CI.JRB·OR EDGE OF •. W.AJ, I -·, Wl4CRC <.?Cet:JR6-, . -. . '. 6CORE-PATTERN AND EXPANSION JOINTS 61-lAU.-SE FL.ACED ON A ·6QUARE. F~~'~,;~~~---~~l_.:_f;9T TO THE WIDTI-1 0'· .. :n-e:LUf.\LK.-X EQJAL6 Y _,'... . < k:8-ER TO"CON51RUCTION FLAN·AND CORRESPONDNG DETAlL6 FOR SPECIAL WALK CONFIGURATION5, ALL ~ L!NE1E><f>AN6ioN JOINT Fl.ACEMEN'r '61,,!AU. 6TART FROM SCR OR: -fiFEC-tAL CONi=iGuRATION6. ~R rO ·or:rA[L -A ·'61-!EET.L,=2J FOR:.&lbeliALK coN&TI<UCTION. PLAN e.cALE, V4" = 1'-0" . ' EXPA!:JS!QN. JOW (E;J.)· SC-Ai F',N.T,&, ·, .. - ' l • '· _-:.:-::-.-~{;-' . _.,. __ ,_ ··-· .... ~ 6AR-@ 16"0.C. EACi-1 WAY, n-1" AT~_.:_- eAW QJT ec:o,;i£ .k:llNT M!NMJM 1B OF~' • 5!..A6 Tl-ltcKNEee t I/lb" UJIDE. / jt3_,6AR:-@ 16" O.C. Si1CI-I llJAY, TT'P AT~ 24'~1.®)M DC!!EL ONE a.p IN 51..EEYE @ 18" 0.C. !ci•f ~~l:)N .i:>JNT w/TH ve," ~ue, TOOlED•~· (TT'P,) ., a._,, .. ,; .. ,,c· . • ' • • > . . ;'.;: •• ;;~:. _.:. :·:.: \ c· . • " ' -- . :·;,•,!, ',\:: .\J ,.,.,, .. ' _. ' ' '·' ... :;~;' ;\'-./ ... ," . ' . ' .. . __ .,, :-:---:··,\·.: ·'· CHECKED •. ' ·: . "' __ , . ' " ,._' ' ' 1 ' ,. ' ·\; • '.· ;, ; ·: ) ' 0 r~CAST Al..1.11'11NUM-FINI.AL ro FIT 3" DIAMEIER. PO$T, FIN!AL ATTAG.-lED TO F05T WITI-I Tl-l'READED 5TUD 4ND 51L!CONE COLOR TO MATCl-4 POLE AND SASE 3" DIAMEIER·l41.UM1NLIM-F05T iNSERTEt'.> INTO WJMEC ZED l.SC! POLE-6ASE (12 314" DIAM} Witl-l CUSTOMIZED 'TRAN5IT!ON 5LEEYE TO FIT W!T14n-.l 3" P05T _,,.....,..--DOue;E SAG DISPENSER PER FINI$!-! 5CJ.4EDULE. CUSTOM COLOR TO MATC!-1 ,,,,,.,..--POLE. 6EE FINl5!-l SCl4EDULE TRAN5!T!ON SLEEVE TO FIT fNTO POLE SASE OPENn-.lG SOLT 6A5E TO CONC-Ri:IE 1-'00T.ING • NO EXF05ED SOLT OR 5CREIJJ5 5!-IALl. BE ALLCWED . . -• FIN15!-i SURFACE. REFER TO DETAIL 8 , $1-!EE'.r L·2.L ' ... ' '--!-IOLD DCWN CONCRETE FOOTING TO ACCEPT FIN!51-l SURFACE AS St-lCWN, DOGGIE BAG: D!&FEN5ER SCALE: 112" = l'-0" NOTE< POST, FITTIN65 AND eox TO BE FAINTED TO MATCI-! FROTEo-1 F5411M34 FINAL LOCATION TO SE APPROYED SY LAND6CAFE ARCl-!ITECT. 3" DIAMEIER ALUMINUM FOOT ,,--DO<::iGclE SAG DISPENSER SOX :;_.,--CONCRETE FOOTING: POLE AVAl.ABLE Tl-!R:OlJGl-4: 1FN ARC!-H'TECTI./RAL 51GNAGE 3411 LAKE CENTER DR Dl5FENSER AVAILASLE T14kCtJG14: ~IE WALK 6AG5 COMPANY 220 ALTON PARKWAY FLAN veu SCALE' 1/2" : l'-0" 5ANT A ANA, CA 91704 7!4-ss.&-099Cl FAX 714-SS0-4008 ATTN: RICK UJO...CICKI IRV!NE, CA 92,!;,0b 949-756-2247 FAX 949-7¾,-2252 ALL FAINTING 5!-!AU.. SE 51-!0P APPLIED. FIELD FAINTING WILL SE PERMITTED ONLY ON TEK MOUNTING SCREUJ5 AND ANY SCRATCI-IE5,-'.l:rP-FANT. 5!-4ALL se ·1 COAT 2·PART EPOX"r' PRIMER., 3 MIL MIN., 11-IICKNE.55, l COAT 2·FART POL"(URETl4ANE FIN161-l COAt··if l:IIL MrN..· T~ FINl&H ·COAT Si-IAµ: BE A~6i41ELD 2 PART POL YURETI-IANE AS MANUFAC1UFaro SY AMER:ON PAINT CO. (714);$29,,1951/ dFf AFFROVED EQUAL·:·,COLOR·~ MATCl-i f'ROTECH F64l1M34. - R " . .. -.:- ~ OF SHADE STRUCTURE 4 CONCRETE FAD :::{r j : ~ :· j ~~iN~' =Afii·?= =·: : : ·-·:-\::::·.::\-:-::>.\:::::.:._:.::~ At:)jA.Q:Nr-5ibEwALK REFER' TO • , ..... -:::.:; ·.-:-: -: -:: -:C.~::_:::}r::.-·. : ,; ~-'--: ~. :· -: -:: -• , ~~~T!ON ~~N ~ LAYOUT. i:r·-:i•-;;\.];:;,_,1-j.· .• -,.-._. &s?s~----~ ., .,,:;',,'·. , •• :-.:-::/{\)-:}.\}/l//:{}-:::·. .,i._ ·.-: ; ., : } \/': ~.-STRUCn.i~.-PtL,Ae,TER, mo. .. +-·•~. til4------- ' .. :', f:i::\_::":/:\ >' '.BeQ. LAY.GXII' ·FER DETAIL' H, :'s-!EET kU- ~""·•·~ ' -Hi l-lf+-; }/ . •. . . . <1. ·-·.·-·.--·.. .. ... ·_·-._ 1·.'. :"-. •.• .. :·.:·:-··:•· OF e+tADE ·.::-::.·:.-/··/?· PICNIC T ASLE6, ~ ABUT EAC!-l OTl:-IER Af.!D. 5l-4Al.:.1. SE•·CENl'EREO AND QR~TAiED A$ 51--!CWN, "REFER TO FIN!$!-l 5C14EDULE FOR MODEL NIJM6ER5. FIX-SENCl-lE5 TO CONC~.FINJS8 .. SURfACE W/ ADI-IEOIVE:"'FER MANUFACiURER.5 RECOMMEND A T/ONS ... ,,•, •, ·.-:-:: ,'l.·'_, . • • . •. 1 . i , •. • • ," ·, i, =-·: TYF. -~-: ~-1~ .. +r· ."·lf:';c·,'.·"~2~.J:.-.:;"F~· ~·:·",". _.·":·.:";-_·~Lt: . .:_.ec:-, -:..·> -~1:c::._:_":_ .. "':;:1::"!.icc··;.c:~.i-.:_;,; • ~"-· _.ce·.,,_.::· lj _'..'. 2· ":"-. 2"~ PLAN Vlflll SCALE' 1/8" "' 11-011 41'-0" PICNit TABLE & SHADE STRUCTURE fAYOtJT • •· •· .• ·-• ...... ,.-.. ' • ' • " (4) 3/4" DIAM...x 24" EMBEDDED 'GALVANIZED, ROD$ ON · 22" o.C. ebL T CIRCLE. EXPANSION-JOINT,, l"r"F- FINl51-l SURFACE (WI-IERE OCCUR$) CONDUIT A& REQUIRED SY OfTE LIGI-ITING PLANO,---" b -#4 VERTICAL BAl-5 #3 TIE$ AT 8" O.C. WITI-I (3}' TIE$ '@ 4" O.C, AT TOP-~- 5CORELINES: TiF: -' CONCRETE PAD PER DETAIL A 5l4EET L-2.1. Tii¼5I-I CONTAINER wm-J,DOMED,L.!D$, TYF. f.£F-ER l"O flNISl-4 sa-e:::::uLE. FINl5H ·GRADE (WI-IERE CCCU~) t--~~--CONCRETE FOOTING, U5E.~ ps,1 CONCRETE,-A '.,·.& ,"~_', +-"°'4~---------'aO% RELATIVE COMPACTED 5UBGRADE. ------------I 2'-8" .;,,;; " , .. " • " ,·s .. 3 CLR,-.t.:'l!bl :e, -·~ VERTICAL SARO :#3.TIE5 AT 8" o,c, .¢bNCRETE FOOTING ~r,l.EFOOT~ . ; .. 'SC.Ai!.E' 1/4" = l'-0" .. -· ... , , __ ' "_ .... \, • • I l:;·n·· --~AR~ vERTICAL ;1t;3 TIE$ AT e," O.C, CONCRETE FOOTING ROUND FOOTING eXf5TING OIDEUJALK PROTECT IN PLACE. Fl AN VIEW SCALE: 1/411 : 1'-o" 1'·3" MIN. EXFAN510N JCllNT ADJACENT PAVING 14'--b'' 1'--b" MIN. f .3" MIN. TRA5I-I CAN$ WITI-I DOMED LID$ FER FINISH 5Cl-lEDULE, lYP, FIX TRA6I-I CAN5 TO FIN15!--l SURFACE W/ ADI-IE51VE PER MANUFACTURER5 RECOMMENDATION$, I/CONCRETE FAD FER DETAIL A_ 5!-IEET L•21. FINISH GRADE 90% RELATIVE COMPACTED SU~ TRASH CAN LAYOUT AT OVERLOOK $CALE: 1/4" : 1'-o" 0 TRASH CAN LAYOUT AT OVERLOOK TYP, . . ·'' "-" I BATTING CAGES PER DETAIL 88, 51-!EET kll- TRA5l4 CAN Will-! DOMED LIDS FER FIN!S!-4 $CI-IEIXILE, ,...,.-P, . ,, -~t:n~~:-~Ap~~:-_~f-~<,_A ;-, -,,. ... ' -··' • . . ,,--~~~T~1N~~07~eIYE +~\--_.c:; -=-'.f7 _ -. c~. :c;,!. •. ·_'. • •. ·.;-:== - -S':b" i,,, . ' , .. ' -. PER MANLIFACTl.lRER.'5 - RECOMMENDATIONO. ALIGN CENTER$ OF ALL 6ENOIES AND TRf,SI-+ C0NTAINER5. N ]~~1~•-o~"~TYP~~-:_------=~~i~~----~1•-0~•~• n-F~;-::-.::[ 4b' ·;..,n ,----BENCl-l'FER f1N5!4_~, n-F'., FLAN v(flll FIX 6ENCI-I TO CONCRETE WI ADl-!ESIVE SCALE, 1/8" " 1'-o" FER MANUFACTURER'o 1'-0" ,...,.-p_ RECOMMENDAT!ONS. CONCRETE F.AD FER: DETAIL A , 51-!EET .L=U "-SENCH ·AND TRA.$H CAN I AYOJT AT BATTING CAG,EO scALE, 1/S." = 1'-0" _,,--FINJ51-1 GRADE -----~ RELATIVE COMPACTED $.JSGRADE. BENCH PAD AND TRASH CAN LAYOUT AT BATTING CAGES . . ' . ' 2'-o" ·-··-·-. ' ,,--- ~.jL cl .-. FLAN VIEW SCALE: 1/411 = 1'-0" FR.ONT OF 6ENCl4 51-!ALL SE PARALLEL TO EXPANSION JOINT. .. _-, ·. ·:-', . ·_ E>(pAN610N JC)JNT '-· ADJACENT PAVING. REFER TO CONSTRUCTION PLANO. ~ CAN WITl-4 DOMED UD AND BENCl-4 FER FIN15!-1 ~ FIX TRA5I-I CAN AND CON(...RE IE 6ENCI-I TO FINl5!-I SURFACE W/"AD!-!E5JVE FER MANUFACTURER5 RECOMMENDATIONS. . C?NCRETE FAD FER DETAIL A 51-IEET L·2.I, F/Nl5!-i GRADE L :K ~5CORELINE. Ea.lALL Y DIVIDE-FAD. 1, 12,-0" /1, / CONCRETE PAD FER DETAIL A 51-!EET L-2.1. +1--~'-----. / -,-'"---..,/</1/ ~-- _·.:·-~·-: ·:-:.·_ -·--·~.:,_-· .· _·."·.-:-:'¥·· ::•."·!··--. FRONT OF SENCl-4 SHALL SE PARALl.EL W!Tl-4 ., -·:-I/ EXFANOION JCllNT. FLAN VIEW SCALE' 1/4"" l'-o" _J .. ) · .... ·,7-.:-.:-: . . . . . .· ... . •. ·.'· •. . . .•. ,----SENCl-4 FER FIN15!--l SCI-IEDULE, FIX CONCRETE BENO-! TO F!Nl51--l .&JRFACE W/ ADl--lEOIYE PER MANUFACiURER.5 RECOMMENDATIONS. BENCH PAD LAYOUT AT 6A$KETBAI I CCURT SCALE• 1/4": i'-0" ,--CONCRETE PAD FER DETAIL 8. 5I-IEET l,d.!. FIN!S!-4 GRADE -..__ '90% REL.ATIYE COMPACTED 51.JSGRADE BENCH PAD LAYO.UT AT BASKETBALL COURT ,--------,--LJG14T POLE PER OITE LIGI-ITING FLANS. r--5CORELINE. ALIGN WITl-4 SCORELINE IN ADJACENT WALK, . '. . ., CONCRETE',FAb PeR-DETA~-,8 e+lEET L-2J, RAD!U5 TO MATC!-1. ADJ; SIDEWALK' RADll$. • . • : ' . ',,.. wrr14 EXFAN&!ON JD.if,,#; TYF . PI--AN Vlfl!J ECAL.E' l/4" = l'-0" . ,· ,. TR.c:1,$14 CAN U,/rrl-4 ooMED LID AND SENCl4 FER FIN614 , $Cl4ECULE, ·:F.IX• TRA$-l•'CAN AND CONCRETE SENCl-4 TO FtN!S!-4 SURFAcE W/ -ADHl:OJVE FER MANUFACTURERS RECOMMENDATIONS~ -• • ., . '• ' CONCRETE F4D PER DETAIL A 5l-4EET L-2.1. FIN!S!-4 ~: SENCl-l, JRA5H CAN, AND LIGl-lT FOi f L'A,YCtJT AT TOT LOT ec.Ate, 1/4" ~ l'-0" BENCH PAD TRASH CAN AND LIGHT POliliEc'l:AYOUT AT TOT 1:.IDT ,.,,: .. \',';";;: . ,-,; . ,,.,:·,,• ,----------Lk?il-IT POLE -~\srre LIGI-IT!NG: PLAN&. ,,----SCORELINE. AtfciN WITl-4' ecoR.EL..!NE IN ADJACENT'"WALK CONCRETE pAt{."f.>ER DETAIL 8. 5l-4EE1" L·2.L RADlJ5 TO MATCl-l ADJ. $!DEWALk'RA.Dll.J5. FLAN Vlflil SCALE, 1/4" = 11-0" -~· ~-·-:·.~ ·-: --FRONT OF BENCl-4 5l-4ALL SE" f>ARAU..EL WfTI-! EXFAN610N JOINT, ~gi= A~~GL~ ~~~fri=,~ACENT "-'--EXF'AN6/0N JOINT '--~-ADJACENT PAVING, REFER,TQ -_CON&TRUCTION PLANS, ..,......----SENCl4 PER FIN!5H SCl-lEDU!::E,::F!X CONCRETE 6ENCl4 TO / FIN/51-1 SURFACE W/ ADi-lE$!'1E. PER MANUFACTURER$ RECOMMENDATION$. • •• ,-• • , . __ CONCRETE FAD FER: DETAIL A 51-!EET L:U FINIS!-4 GRADE 1."" -._ •.• ·.--: :~-. ·-, ..... •• ·" ., ..... • .. •' ·, .-. -<'¢~§it¾~~~~ ... ' ,;~.>~A@~~~\,t(Jfj$"t--" ·" ' . 90% REL.A TIVE COMP AC"f"EI'.): 'E¥-J6:Gf?.A.DE BENC!-1 FAD AND ur::i1-1TP61;.E LAYOUT AT TQt LOT -~l;it·e,· V4 ~' = (-O" ' -AS-BUI • • ;:;,•c ., ····:,, ---,-.. ,. ;,_ .,,-..c .. ,:,, .--.-... • •. , . ·,·_. '::.c:.~;:,:.<:_; •- ' r . : ': i I -;7-9!, .. OATE,·, . ,: . l•l?s.2 · -·• ·,._,. .... ;_,· ,·- :: .. .OF _ 1 u TYP, T GENERAi CONSJBUCDON NOJFS· GENERAL 1. All cons\rudion ond worl<monshlp shall e<>nform to the 2001 Collfornla Bulldlng Code. 2. lheoe notes shall be used In eonj,mcllon with the plons ond any discrepancies shall be brought to the olten\lon of the Land,cope Arch;ted. J. Contractor must checl< oll dimensions, fromlng conditlO!ls, end site wndilions before storUng work. Landscape Architect shall be notified Tmmediotely of any discrepart<:les or possible deflclencles. 4. conditions not speclffcolly shown shall be constructed slm~or lo the details for the respective materials, 5. The drawings and speclficot!ons represent the finished struclur<1. All broolng, temporor)" supports, shoring, etc. Is ;he sole responsil;ilily of lhe contf<lctor. Observotlon visits to the Job slle by the Archl\ect/£nglneer do not Include onspection of con•lruct!on proce<lures. Ths contractor is solely responsible for all construction methods and conditions at th workslle. Theso visits will not be construed as oontinuous and deto1ed inspectiMS. e. Design, moterlol, equipment, and products other then those describ!j(j below or indiocted on the drawings may be consldored for use. provided prior approval is obtained from 11,e Owner, Londscope Arehltact, ond the a;,plie<!ble govemlng code authority. JESTS AND INSf'EClJONS l. Contlnuoos lnspeol!on by a reglslered deputy Inspector ls required for all field welding. high 3lrenglh bolting, post-tensioning, concrete wah o strength grealel-lhon 2500 psl, and masonry where noted on tho plans ond doto1s. The extent of such inspection shall conform lo Chapter 17 of the Uniform Building Code. An offldovlt $hall b~ Issued lo tho Arohitect/[ngineer ond tho Building Oeporlmenl ot !ho ocmplotion of each t)Pe of work $toting whether tho work was Ir, conformonce with the opprove<l plons and speclflco\Ton•. Concrete inspection moy be limllml lo slump tests. compression \eots. and /n$pocllon of pieced rebor. 2. The following items require Inspection by o l!Censed Oeputy Inspector: """ "' ,, Concrete v v (3000 ~•I ond hlnher\ Concrete Block v Epoxy v FOIINPATIONS 1. All existing fill soil and disturbed noturol soils ore to l>e e><eovoted and replaced w1tl1 prope~y compacted flll. All foiling. bockfolling, recompoellon. etc. Is to bo occompllshed only under the sup.,,,.Sslon of o soils engineer. 2. A]I e,covotlons are to be inspected end approved by o ,Solis Engineer prior lo the placement of any ooncrelo or reinforcing steel. 3. Footin!J" ore to be carried o minimum ol 1s• Into firm undisturbed nolurol soil or approved compacted fill. 4. Design bearing pressure Is 1500 psi with a JJ)'l Increase for seismic or wind loading. 5. Relotl~y non-,,,.ponslll<! fill shoold be us!j(j In bocl<fillfng behind wolls. All wolls shall be adequately shored during the bod-:fill op<tNlion. See geoteci>nicol report for backfill roqulrements. e. All excavations, grading, compoctlon, etc. shell bo ae<:ompllsh6d and performed In ocOordonee with the Soils Report as prepared by NldG Geolechntcol Inc. Project No. 98048-23. ,. doted Oecember 2$, 2006. This Soils Report end addendum is hereby mod6 o port of th6se General Noles end all recommendotlons oonlolned \heroin sholl be c,onsldered as mSllmums. Toe contractor must verjfy \hot \he plans hove been revie""d by \he Sols E'.nglnoer prior lo start of conshuctlon. OONCREJf 1. Unless noted othe,..,ise, oll ocncrete sholl attain o minimum compressive. strength of 2500 psi at 28 days. * Concrete for post-lens1on basketball court shall ottoin a strength of 4500 PSI with a maximum waler cement ro\lOJ'l of .45. 2. llgg;egotes shall be noturol sond ond rod< conforming to AS1M C33. 3. Cement sMoll be Portland Cement conforming to AS™ C-150. T)Pe V, low olkoli. 4. Woter oholl be potoble, clean end free from ln)J~ous omoun\s of oils, ocids. olkolis. solts. orgonk: materials, or other substances !hot moy be deleterious to concrete or reinforcement. 5. .._dmix\ures to be used In concrete olloll be subject lo prior approval by the c'.ngineer. 6. Maximum permlssihle wot.,....cemenl rotlos for concrete when strengtl1 data from trial botchee ore not o,oiloble shell conform to Tobie 4.5 of .._Cl Stondord 318-95. Mo>dmum slump shall be 4 inches for slobs, ond 5 inches for footings .. 7. Concrete shell be cured while In o moist condition for al least \Ile first 7 day., ofter placement. Methods for accelerated curing shall hove. prior oppro><ll of the Engineer. 8. The following minimum clear disl<>nces between reinforcing sto~ oM fooa of concrete shall bo maintained unle.,, not~ otherwiM: Slobs on grade .................. , ...... Center of slob Concrete below grade, formed .................... 2" Concrete below grade, unformed (poored O<)Olnst eorth) .................. 3" Concrete exposed to weother ................... 1 1/2" 9. Pipes may poss throogh structural CO!lcrele In sleeves, but sholl not be embedded therein. Pipes or duets exceeding one-th!rd the slob or woU lhlokneM shall not be placed In \he slruclurol ocncrete unless spoclncolly detoied. 10. Provide 3/4" ohomfers at all Ol<posed eorneni. 11. Refer \o londscopo orohlteoturol drawings for reveals, oreos of lex!ured concrete or speclol finishes. Items required \o be cost Into concrete. curbs and •lob depre•slons. 12. .._II concrete shall be vibrated. MASONRY I. All masonry shall be reinforced grooled masonry (fm' ~1500 psi used half stresses in design, unless noted otherwise on plans and de\olls). Grout solid ell cells which contain rebor. bolts, etc. Grout solid oil cells below grade. See USC 2105 for quollty oSlluronce requirements. 2. Mortor shall be T)Pe 'S" mixed in tho proportion of 1 port Portland Cement to 1/2 lo 1/4 ports lime putty to 2 1/4 to 3 times the sum of tl1e cement plus lime putty ports of sond. 3. Grout shall olloin a mlnlmum ocmpress;II<! strength of 2000 psi ond shall be mixed In proportions of 1 port Portland Cement lo 1/TO port lime putty to 2 to 3 ports sond to o mo•imum of 2 ports grove.I. All grout shell be vlbroled. 4. Aggregotes for mort<>r and grout sholl be noturol sand ond rock ocnforming to AS™ C-144 (mortar) and C-404 (grout). 5. Cemool shall be Porllond Cement conforming lo AS™ C-150, T)Pe 11/'I. • 6. All conerele block sholl oonform to ASTht C90, Grode N-1. 7. All re]nforcement, bolls, etc. sholl hove o minimum grout . ocveroge of 3/4". 6. Unloss opeclficolly shown clhorwise, oil concrete block ond brick shall be lold In runnlng bond. 9. 1111 rebor shall be poslti,,.ly h"3d Into position prior to pouring groot, All ""rtleol foundation dowels shall be straight and st>oll be positioned in center of block cells u.n.o. on the details. Addltlonol bo"' shall be epoxied into footings. If n~eded, ..tiere mTnlmum tolerance to cell well lo not maintained or-dowel la not positioned correctly. All ll<!rtlcol rebor shall be one piece full height of woll, u.n.o. BEINfOBCING STEEL '. lo lhe 2001 CBC and the 8. The soils englnur shall write a lotter confirming \hot the foundollon All cons\ruc\lon sholl conform latest edition of AISC. •• plan. grading pion end speoificotl<lns hove been revlowed ond lhol 2. All pipe shall oonfwn to ASn.t A53, Grode 8 (Fy-35 !t hos been determined that the recomm6fldolions In tho oo! KSl)u .n.o. report o,e properly Incorporated Tnto th~ plans. J. All steet Including connectors, shall be hot dippod "A memo Is requlred from lhe geotechnle<!l/clvil englneor for SOIi golvonl,ed. Inspection ond recommendations of footings depth and e,covation. The gectechnlcol/cM engin,..r or engineering geologist 4• must stomp/sign the memo.-· All bolts, nuts, etc. shall conform lo ASlM AJ07. CONSTRUCTION NOTES A 2'-o" IN51DE RADUS CUTSIDE RADUS BCR 12'-011 21'-0" _9 ~ 57'-0" 0 • .. D rcP. -12"><8'' DEEP (~OLE LOG TION 1 ___ 4 ___ 0 4<---l "-. t, I • ' I 57'-0" BAS KETBALL COURT LAYOUT & STRIPING PLAN DESIGN CRIJERIA Allow soil beo,ing pressure -1500 psi (increased up lo JOOO psi) EquTv. fluid pressure -40 pol -(ftot bod-:fill) (using select backfill) -65 pcf -(sloping backfill) Cooff. of friction -.35 llllow passive pressure -360 pc/ (160 pcf when combined with friction) -130 pcf for doscendin~ slope In front of wall (65 pol when combined witl1 friction) Surcharge •lob w"3ght + 100 psi live load Wind Speed -70 mph Wind Exposure -C Oistance to Newport lngelwood fault -> 5 km -.22 wt EDGE OF PAVEMENT, TYF. BENC!-1 AND CONCRETE PAD PER CONSTRUCTION PLAN EXFAN&ION JOINT SJDEUJALK FER CONSTRUCTION PLAN SENC!-l TRA&!-1 CAN W!TI-I DOMED LID, AND CONCRETE PAD PER CON&lrillCTION PLAN EXPANSION JOfNT PLAN VIEW 6ASKETB41 I CQJRT 0 NOTE, &iRIF'ING TO 6E WHITE LATEX-ITE UNE PAINT OR APPROVED EQUAL.. ALL &TRIF'ING TO SE 2" WIDE UN!..E55 OTI-IERW!$E NOTED. .SURFACING TO SE LATEX-ITE OR APPROVED EQ.JAL.. COLOR TO SE LATEX-ITE DARK GREEN .SURFACING TO 6E LATEX-ITE OR APPROVED EQ.JAL, COLOR TO ·SE LATEX-ITE L!Gil-lT GREEN 6A&KETSALL SACKSOARD AND &uFFORT POLE FOOTING PER DETAIL &-7 Sf.lEET L-2.3 AND PER FIN l&f.l &CI-IEDJLE, DIMENSIONING OF &TRIPE& AND Tl-!E COLOR LAYCUT I& TYPICAL TO EOTl-4 I-IALVE6 OF Tl-IE COURT. SURFACING= TO 6E APPLIED 6-Y A CERTIFIED IN&T Al I ER PER MANUFAC1URER'& &FEC1F/CATION5 AVAILAeLE T!-IROUGI-I: LATEX-ITE (eoo) 874-SOSS OR APF'ROYED EQJAL CITY OF NEWPORT MACH BUllOING OEPARTMENT APPROVAL OF THESE PIANS OOES NOT COHSTITUlE EXPRESS OR !MPllEO AU1"GRIWIOH 10 COOSTRUCT AfiY 8Ull01HG IW VIOLATIOH OF OR IHCONSIS!eHT l'JITI! m: ORDIN:..sces. FV.llS. I.NO POLICl<S °" rnE CITY Of NEWPORT Bf.AC!<. THIS APPR()vAl om;s NOT GUA!WllEE THAT TH<SE PlAUS ARE, Ill ALL RCSPECTS. IH CO!\NJ:..~C!: WITH CITY. BI.IILOlNG. kSO ZO~ING OllDl~GOS. Pl.ANS A.~0 PO\ICleS. T~C CITY OF ~CWPORI ScACH R£S<RVES TI<C RIGHT TO REOUUl£A."N f'ER~lllEE 10 REVIS, THE BUllOCSG SlRUClURe OR IMP;\O'/eMel/T AUIH0.'lQe0 l)Y 1HESE PIAAS s:FORE. OURl~G OR A.fl.it co~srnucno,,. If ~eCESSAA\" TO COW'lY WITH THE OS~IUA!iCES. PlANSAND POLICIES OflHii CITY OF NEl'll'O!!T B~CH. PCRI.Ulle"fSACll.l!OWlEOOM.\NT, _____ ---------(\;IGfllllUR!') Sl[il<ATI)i<l," om *"'IP' .,. -----~4,,M=·~----"_:,~vo1sw9 /z-4loi s FLAN VIEW 0 TYP. EXTERIOR TOP Of" GRllll' ~ "'""' 1/2"11 STAAND N X ·.·, , .. =1 4------.:~J. :==-t:=-'-cc'-'~~f~~ ro "'"' 1~{ OOITOM OOJE H. N.T,$, G)cRACK CONTROL JOINT (CCJ) N,T.5. r-::'·'· = ' I 1/2" ,J STRA.ND FORMEO V-GROOVE CONTROL JOINT NOTE IF SAW ClITTING IS USED TIMING IS CRUCIAU 0 TYP. CORNER$ N,T.5. / -6'-0" MIN. "lRANSmON CURVE @ .._lL CORNERS TYP. U.O.N. ~·-•-·-· ·-·-·-·-·-·-·-·-·-·-·-·-·-· ·-·-·-· . " SE£ PIAN FOR lAYOUT & SPACING Of CABLES 0 BASKETBALL SUPPORT POST FOOTING N,T.5. " (4) 114 ~. f'F<OVCE. oo• 1-k:lOK AT "'" ~ 114 Tl$ ii 12' O.C. WI (3) 114 TES ii 3' O.C, AT TCP 101·~-10<•-,· 1,,, •. ,. ,.,.,.... ,..,... '-'._,.. M !/I• /1,j. l/r"/1,j. </:l'il.l l~' l>t' tJ I/A" <Ill·"'" ""'"""' ,._...,,. .... ..,,u--,.,...,.ou, n,M1 I I I I .. .... M ,;;• BLU-1'U• I I l #4 AT 12" O.C, AT MID-DEPTH 2 04 b' o" - I 7 I il!---1-f--f--+-+-+-+--l--+--+--+---+-+-+---+---+I I --1---l-----+. ' ' -c I I i-+·-+---,-r K QONTRO J: !NT I I .JYe· ~e--t=,' !.:::-. I I ~94-+.. +-+--, -+--H-1--+H NOTE , #4 AT 12" O,C. AT M!D-DEPT!-1 _J POST TENSION BASKETBALL COURT PLACING OF STRANDS AND ANCHORAGES I. lAYOUl 8UL1!1!00 a-, lOCA.TING 1"E: CEITTER Of" THE: SlfW«>S PER o,~ ON rne: SIIW'O P!J,l<. (NOil:, BV~HOO ootS "01 HAVE 10 BO l!PACEO lAIE!!IUY. nta!i: IS 00 lE"SION ON THE 10,00,,S UITTIL AFTER THE ooi«:Rm: !$ PO<ml:0). Z. V-'RI< tOCA.TION OF l"Ol'o'OUAI. N<CIIOiW,ES i\111> l!RR.L A J/<. ow.ETER l!OL[ I~ BULIO!E<D UfllESS l!OTEO 01>1!:!ffllSE. J. LAY N.L SIW<NDS Ill 0>1( OIRECT\QII. !HEIi V,Y N.L SWJ<DS I" lHE P£1ll'O<l);cOIAR OIRE:CIIO". RUERING 10 !HE PW/. SEl.CT IHOMDUA!. COlOR-COl!to COILS-OF STIW!O AllO UNl<OU JHE~ Ill PL<C£. SEOIIINING Al lf!( Wi(l--1:NO. ri TH<R( IS OllE. Al WS1 ,e-OF STIW<D ~UST OOE"O 8£YONO 1"£ BUL.KiiEM) AT (ACM si=ieG E:"0. <. P!.<cr mct<OR N<O POCK£"! fOR~ER 1"10 WL•HOO M<O NIJ1. AJ<CttoRS 1111H Z t-WE.$ T!Ci<l 10 THE 81!1.K1<00 16d IMC SHANK WJLS RE:COLil-!Oll)(O. S. llE 000-El!O. If IM{. Ill Pl.I« M'PRO>JW.l(LY 1-1/l" FRO~ BULl<HOO. SUPPOl!I so , ... , rne: CENIERlJNt or IHE J.NC><{lRAAE"S IS M'PROXIW.11:LY s· snow !Of" OF SLIB. 6. Al Sl!l(SSUIG rnos, R<~OV. WWPING TO M'PROXIM'Tn.Y 6" i!+SIOE II<( BUll(ll!'AI). DO NOT REMO\lc GREAS(. SUOE WO or STR.UIO lHOOUCH THE HO.E Ill IHI' - ANO THRO\IGI< 1"( -2" ~All. OIPOS!:D SIIWIO Al STRESSING El!O. 7. SlAAroHID1 TENOOHS. CUR>lllC THrn SMOOTHlY AA01Jll0 HOlcS OR 0$$'1/!lJCllO"S. Pu.ti: SUPl'MT Al CASt£ 1/!lERSECll(llfS FOR s· SI.ABS ANO 11«:KER. 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J. • "'"'MUii OF IHRE!: (l) GYU"OcRS/S!All Sfll.U ~• T-"'EH TO OEltRi.llNE COllCREIE SffiE:NGTH. COIICRCT£ Slll.Ll llE UIIO'OR>ilY CO/fSOLlOATEO ANO "18F!Al(O l.'!OUNO l&HORAGES. PREPARATION FOR STRESSING I. ~E'IOVE POCKCT F'()Rl.181. 2. OfEO: iNSIOE f.\Clf POO<CT Jt:Jlt -S'-"1E lll>l "'1IITIO-'I Of l,.'lC/lOl!,\GE IS GL&,<t I" • FIUI Of" ClllOII" P.ISJ[ l'-'S fllROO!O. OE.IIOI'( ~ Cl)jjpt(![LY. :J. INSERT A PJJR OF Gll]PP(RS f,< >W<O MO £AC!t N!CHOIW'.l£, 4 PUT A CAAYM ~-ON TI,E SIIW<O Ar THE [OGE Of THE SWI. A \OJ.(1// CIOO'OO 00 A W0008< ~ !Ml If({ RfCOWJl:NllfO. STRESSING PROCEDURE ,. ,. ' ' ,. THE SlRESWIG OPO'l!ITIO" MUST llE UNOE:R THE IMMt(]tAlE COIIIR01. or " PERSOO EXP[lllENCEO Ill lt!lS Tl"l'E OF WORK, HE MUSI D ERC<S£ CLOSE: CH(ClOm) I.NO IOOIO COllll!Ol OF 1,1.l OJ'El'.AIIO"S. TH[ Slfl[SSll'G OPEAATIO" SHo\Ll NOT COMMENCE '-"ml COOCRm: JEST C'll.llIDERS, CUil!O UNO.R J08 SllE COl'OITTOll'l. HIIVE BEEN T<SIE:ll JJlll OIOCAIE IRA! 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GALVANIZED DOMED POST CAP, TYF. --GALVANIZED TOP RAIL REFER TO POST SIZE 6CHED.JLE. / %" GALVANIZED STEEL Tf.?jJ6S ROD t TIGHTENED AT, 6EGINNrNG, END, t CORNERS (BOTl-1 DIRECTIONS) GALVANIZED INTERMED!ATE RAILS, TYF. REFER TO POST SIZE 5Cl-4EDULE.. GALVANIZED END, CORNER, OR UNE POST. REFER TO FOOT 5!ZE SCl-fEDULE. / GALVANIZED 51REla-m BAR SAND, rrP. GALVANIZED BOTTOM RAIL REFER TO POST 5JZE SCl<EDJLE FrN!SH GRADE/6URFACE NOTE: ALL FENCE COMPONENTS 61-!ALL J3E GALVANIZED. I ~"--CONCRE\E FOOTING SEE ENLARGEMENT DET AtL SELOUJ. 20' C!-IAINLJNK FEN.CE ELEYATION SCALE:½": 1'-0" 1'-0" ,,--GALVANJZED FENCE POLE -f<EfER TO Pd5T SIZE SCHl:DU!:.E _•,:, . GALvANtiED CfiAINL!'r-{K FENC!: -SET qN rNSIDE OF 6AU.FIELD :r-GALVANIZED 6qTTOM RA1i.. 112" RAD TYF. F.6. ORF,$;, INFIELD.MIX OR 1URF 5EE CON&TRUCT/ON FLAN {2) #4 REBAR; CONTfNUi::'.:US '30'.6 RELATIVE COMPACTED 6UBGRADE • ,,-CONCRETE 1-!EAOER &cORE JOrNT, TYP EXFAN&ION JOINT GALVANIZED POLE CONCRETE FOOTING BELO.U 20' Cl-!AINLJNK FENCE &E::CTION SCALE'½": l'-0" FLAN 20 • FOOT FENCE 0 ' Q 9 0 , .. -.. MAINTENANCE GATc $-EVATION ~:'.11-E,-¼" = l'wO" • I0'-0° O.C. MAX. 1 ✓-GALVANIZED C!-IAIN LrNK FAeR!C ~ b GAUGE WIRE, 2" / MESH, KNUCKLED SE...VAGE AT TOP AND 60TTOM. GALVANIZED DOMED POST CAP, rrP. --GALVANIZED TOP RAIL REFER TO POST $1ZE 6C!-!EDUL.E. G'ALVANiZED INlERMED!ATE RAILS, rrP, REFER TO Fe&T 51.ZE • SCf.lEDULE·. T/415 RAIL $HALL ALIGN TO Tl-lE MIDDLE RAIL OF ADJACENT. 20' FENCE. ~,,,--!N&TALL TI-IREE (3) GALANIZED 1-!tNG:E& EAC!-1 SIDE WITJ.:.I %" SOL TS. GALVANIZED GATE FORK LATCI-! ASSEMBLY. GALVANIZED CA.NE FIN (ONE SIDE}, 7 -GAL.vANIZED 1" tuBE 5TEEL &LEEVE SET IN 'FOR'-&ToNE' ANCJ-.!ORTNG ~T. Ji" GALVANIZED KICKFLATE. NOTE: ALL FENCE -4 GATE COMPONENTS 51-!ALL SE GALVANIZED. FOOTING-FER-[;)ETAIL.:F.QR .20' FENCE AND PER FENCE FOOTINGS AND FOOT/RAIL SIZE ~LE. ·~ w ' ' GALVANIZED Cl-!AIN UNK. FABRIC -b " ' • • GA.l..16E WIRE, 2 MESI-!. KNUCKLED SELVAGE AT TOP AND OO'TToM. COACl-!'6: S.UITCH ENCLOSED IN A VANDAL RE&'l&TANT LCCKING SOX (llJl.-!ERE OCCUR&) 6EE fRR!G-ATION FLANS. r--GAL.VANIZED TOP RAIL REFER TOFd&T /. $!ZE 6Cl-!EDJLE. C0N1RACTOR &!-!ALL PROVIDE CONCUfT, &LEEVING AND LOCKING BOX FOR S.UITCH. I0'-0" O.C. MAX. • t 1 ! ! ! l i ! u GALVANIZED DOMED POST. CAP, TYP. GALVANIZED END, CORNER, OR UNE POST. REFER TO F05T $IZE ecl-!EDULS GALVANIZED INTERMEDIATE RAIL REFER ro POST $JZE SC:i--!EDULE. a,/-GALVAN!ZED 51RETCI-IER 6AR 6AND, rrF. GALVANIZED SOTTOM RAIL REFER TO POST 61ZE 6Cl-!ED.IL.E. FINIS!--1 '=!RADE/6LIRFACE N01E: ALL FENCE COMPONENT$ 6HAL..L BE GALVANIZED. k?' Cl-!AINLINK FENCE ELEVATION SCALE:¼"= !'-0" CONCRETE, FOOT~ 6EE ENLAR~T DETAIL BELCW .. GALVANIZED FENS:~·FOLE -~ TO F$t.,s1ZE SCHECtlLE. .' : \,., {2} ;1:4 REBAR CONTINLICtl6 90% RELATIYE c.oMPACTED ·sti·~ • '•• ··.. . • '.'··•,:;-:. ,,• ', .,•·:, " ., CONCt:>~·,,;.,, ,,r-=oe:, /. r-.,.;..'.!':'i,~rs. , ' ' ' ,,,.-6CORE JOINT· TrF EXFANSiQN.,~INT ,~-C::ALVANIZED POLE " m J--..,,,-,,__ CONCRETE. RX)TING ·BELOW 10' C!-IAINLINK FENCE SECTION OCALE= ½" = 1'-o" 10 FO OT FEN CE. • -' FLAN $CALE, N.T.e. FENCE F'OOTIN65 AND POST/RAIL SIZE 6C!-!EDULE ,, ' ' ,' . .................. ,. .. CLAGS NOH. DIA. LB51fdbT FOOTING- DEFT~ FOOJ:ING . . ' '. IA 8' UNE POST IA 0' END ·Po&T IA 8' CORNER PCE>T IA 8' TOP 4 i30TTOM RAIL IA 8 ' INTER.MEDIATE RAIL ' IA 10' LfNE POST 1A !O' END POST IA IA 10' TOP i E!OTTCM RAIL IA 10' fl',,(f'ERMEDIATE RAIL IA 20' LINE POST IA 20' ENO POST IA 20' CORNER ·pasr IA 20' TOP -4 BOTTOM F'..AIL IA 20' IN~M$:'IATE RAIL IA 30' J.-!OODED BACKSTOP .• pC.e,:r - IA: ' 2 ½" 2 ½" 2 ½" 2 ½" ' ,, s I½" 3" 3" 3" 1 ½" 4" 4" 4 " l ½" I½" 3." DfA~IER 3'-0" 3'-o" 18" 18" 2.7 18" 1h 18" 1h 2.7 10.8 18" 18" 18" 2,7 19,0 24" 1h ,' ' ' " ·& 0 " 8 " ~ • ' I ~ 0 ,; N 8 JJ II <'.·:·,, • ·-'.':: ;'. . ,; <. .-,. • '. ', • '-•······•·<'-- FER FLAN SECTION ··- SCALE: l" = l'-0" ' : .. ,. . . ~ . '• . •. . . ... . ;, . ," \y 1 ' CONCRETE r-INFIELD MfX W/ 5TA6ILI~ FER. FINI$!-! ec!-1EDULE, --FINIS!-! GRADE . ·. ---: ; •. .. ' .. -.. ·-•:' ., .. -,, -. ,._ ;, ', ·' -. ;,;~\~ <(\1/, '\1/' . .,,, "'--~RELATIVE COMPACTED $UBGRADE R8'ER TO DETAIL QQ, 514EET ~ FOR fNFELD MfX LIMIT&. SECTION .&CALE:. I" = 1'-0" PITCH'l'NG RUBBER +-h--' "-+-"" '\>c ,_ r . . ' '.' • 1'-3" aA5E 5ECT0N ' ' ,, --:1'-3" HOME PLA!Ei ~CTION ~-6 A5E, SEE-FIN!$!-! 5CHEDULE FOR MANUFACTURER: AND HODEL NUt-eER ~-iNF!ELD MlX, REFER TO DETA IL QQ. 5HEET 1.:2.1. FOR INfELD MIX LIMITS. r-FlNISHGRADE --._ __ GRCUND ANCHOR SEE" FNISH SCHEDULE FOR MANl:IPACn.lRER ANb MODEL. Ni.lMSER. '-'--CONCRETE FOOTING FER MANUFACTURE!<!. e,F-~!FICATIONS, "----SO% RE!,ATM= COMPACTED &JS<:.:!RADE. ,--HOMEPLATE, 5EE FlN151-! 5CHEDJLE FOR MANLIFACiiJRER AND MOD1;L NUMSER. ~-4" INFIELD MlX, f<EfER TO DETAIL 00.. SHEET 1.:U. FOR tNFIB.D MlX LIMITS. ~-FIN!$!-! GRADE --,__ ___ 6EYELEDED6E BELOW GRADE. ........ ~~~~~LE .. F.OR " ... '-----CONCRETE FOOT!NC:: PER MANUFAC!llRER. 5PECIFICATION5. "-----~o RELATrvE COMPACTED 51.Ja.GiRADE, c:;,uc;,ouT pa.;: CON&TRUCTION F LAN AND DETAIL 1212, SI-IEET ~- _9 N <l I ' I <l 61 5AGHER AND TRASH CAN LAYQJT AT BMfBAt I l=]FI P &CALE, 11e" = 1'-0" BA.&EBAU FIELD TRA$H CAN wrr1-1 DOMED L ID FER FIN161-! 5CI-IEDULE. ,,--CI-IAINLINK FENCE. RE!=ER TO CON&TRLJCTION F LAN. BLEACI-IER.6 FER FfN151-1 &CJ.IEDUU;. GG BLEACHER AND TRASH CAN LAYOUT AT BASEBALL FIELD . ' ;_ ,- FF ' ' SECTk:>N e,e,AJ...E, %" = ]'-0" .... ,., ' . ·.; ' PLAYER BENCH AT DUGOUT ...... , .. , . . . • .... I ' .... . F'LA~·f?ENCl-l. REFER TO coNeiTRLICTION: PLAN.. ' . CI-IAIN!iNK: !=ENCa .REFER . : rd -c:6N6~T!ON· Pi.AN.. ·-. ' •, , .. . . . . ,,-EXFANS~·i.l::>/('IT; TTJ;,: _ ' FINISH 61.ffACE, • REFER TO r-coN&nalCTION PLAN,.' _':l0% RELATIVE COMPACl'ED 5!.IBGRADE, CONCRETE FOOT!NG FEfo! L.LJ------------MA1'lJFACTui<iiRG SPECIFICATIONS. J POLE FCOT!NG REFER TO DETAILS UJ' 4 Y, 51-EET L-2.4. ! FENCE POST REFER TO FENCE FOOTING£, AND PO.$T/RAIL S~ 5CHECOLE. ,-PERMANENT SAT RACK, f<EfER TO FINISH 5CHEDJLE. FINISH SURFACE . ·-- <l CUGQJT I AYQJT AT RAf,FS.AI I J:lfj Q ECALE: V~" = 1'-o" I ' I <l DD DUCOUT LAYOUT AT BASEBALL FIELD ,&" POST TYP, kEFER ro· f'ENCe · --, FOOTNG& AND PO$TJRAll &JZE ' &Cl4EDUfE. e,p0:r~.:5Tu..·e,~~:ie AR-· -- &TR:4F.\·~. LEG.::.ANG!:£5.:ti:dlR: ·~ \.·;· _ ;f~4 __ d -'..-~~~i;.:: :~~:·~~~~~ ,.·.·:.-. ,_ $TRitfei4Ei:.i.:.6AR -'--'--. ¼"·FEEN ·{TrF')-~ lo" wlDE. X J1"·Ti:.iK.. e,TEE(.." G.Alv'. Fl.ATE -~, (R.JLL 1-iGT.) WELD TO 4" TUBE 5FACER 3x% Ii_ 6AL. V, CARRIAGE 60L T 2 PER END ITYP,) PLAN VIEUJ/GECTION 5CALE' I"= l'-0" CC BACKSTOP LUMBER BACK&TOP POST -- 51EEL n!SE &PACER PLATE WELDED TO P05T5 -, CARRI.AGE SOLT -, (e,) 2xh TREX: RECYCI ED PLASTIC lJ.OOp; -, fNTEGRAL COLOR BLACK (&PACE 3/e" APART) !30TTOM FENCE RAIL -, 5E"CT!ON 5CAJ;.E,. %" ; 1'-0" .·S:A5E6ALL FIELD ---TRASI-! CA N WITJ.I OOHED LID ... , .. ' ' ' . ' ... -'PER FIN151-1 5C!-IEDJLE. . ~LAYER BENCH CENTERED IN · ,_ ·~ kEFER TO DETAIL EE. -e:HEEi' ~ ~ TO FINi&l-4 .ECI-IEDULE.. &COREKEEPER PAD FER. DETAIL FF 5i4EET L-2,t, ., . _,_ ,:, AS--B . " .• , ;,',.;;:-..:.,., ',·::.-" ... ' ....... ,. :· '' ' ·,, "'·' " . -•---·----·"···· ... ·---<-•-·'' ., ___ _ • . z I ' • ' . ·•,c,;, •. , . .. ,., ...... ·' OAAWW "·'··:;: --, -. ' . . ' BN. ci,v,\ " ·_ :_ CHECKED . ' DATE· , ; . . . -, .,, ................. "• .. . -'-"----·----•~---~-- . . . . SECTION . OC:AI E' !":\'-o" -.' : ·' .. ·; t ·, ,\ • ,< ., .... , • ;,, '·>-_.;• ~- ' ~-;·; i' Xi·.'·\ ~': \' -;'<, \ • '.:; ' _.; .. ,,· • • ' ' . ic , .. • 0 ' ;\i:fo!)_,-i, ..,,-:,,• ---\f ;!\{{· ·\t~tit:':' :~, ..... ,•,, ·-•--',\'~•-··_' "·.?'•'. •• -,•,':,\:;t .- • .. \ • ' <\ ,.-~--~---· , ... .. ,:- ' -'f: . • ·.,· ... '.".-. .,' .. / .. -: '" ' • ., 'i,· ;' . •.•,. • -;•'.·; .. ,. .. :, ' .-. ' . ··,.-. ... - ' . ,, "··\.':"·1'..._ ,· : ,, -. . ·(·. ;-' . ,, .. , ' .,, , .. , ' ' ' ' '· ' ..• ,: '· ,·, •. : ·:,.:'.(.\,<. ' , .• t('. 1;9T t9T R;!J ,ijBER,$.!J RfiP(N-G LA.¥(i1f;!j . ... , .. ,. " ~~mmlN·~~q·_URAfFED ~-·12" MIN. DEFli-1 PLAY &AND l-£H:R rb FINISl,-l ·,e,c1--1EDULE. . CONCRETE CUR6. r<EFER TO coNSTRUCTICiN PLAN· 4 T6 FiNl51-l ~ECULE,-~--~-APPLY½" RADl.J5 NOSE CONTINUqUS. #3·.VE'RT!CAL. 'REBAR :@ i8" O .C, Ex.PANSION JOINT CONCRE1E -stDEUIALK FER DETAIL A sm L.:.:.2;1,· -~·ro·cof.15TRUCT!ON FLAN-~-ocd:IR$) {3) :lt4 RESAR CONT. TOP, MIDDLE 4 BOTTOM 4" OD. SDR 35 PERFORATED PFE WITI--I .FIL 1ER SOCK, SLOPE .5% MIN, REFER TO GRADING FLAN- 3/4" CRU&I-IED GRAVEL " • ' . ' . .•._'.. • . . ,.,·,';-.;:.·,·;· , .. , .. .. ' 3" CLR. 2'-0" SECTION SCALE: l''=l'-0" MM ·101 LOT CURB .AND SURFACING . . . ' .... ' "'· : . ' ' ··-• • . ' ... . ' Pl··AN V/EW SCA!:.E' 11a" = 1'-0" LOCAT'e cn~CLE:!W ·n-iAT rr 1& AD.:JA.CEN.T . .'to.' _r;ll,i;,i,{ TUBE- C!RCL..ES TO GO UNDER 'OPEN.ING IN Tl-IE ROCK AND Tl-IE . RIDGE ·.r..:-• 2'-0" DIAME I ER CIR.Cl.ES PLACED A MIN!MUM OF 1'-011 APART, TYF', ··, • ,--4" OD. 5DR 35 PERFORATED PA: WIT!-! FILTER 50CK, &LOPE :5% -MIN. 3//-1" o:C. DRAIN ROCK ! c.FJLF. PIPE 3 Jf' ~A$E MAT FER MANUFAC1UR!;R.'S ·RECOMMENDATIONS. MoN.oun-HCALL y POURED. llt' .T~ SURFACE WlT!-l ALPH~TIC ,---~T~~~:*l1~:~ . 6dlEtxJLE ·5!,,IEET-J;;-2.7. #"3 \IEFi1.TICAL REBAR 1il la" O.C. EXPANSIQN JOINT ,---coNcRETE 5\DEUJALK PER DET AL A 6\-lEET L-2.1. {WI-IERE OCCURS) ,---#3 DCi.UEL '@ 18" O.C. PLASTIC 51.EEVE '<:ilONEE)'ID ..____ (3) -M REBAR CONT, TOP, MIDDLE t 60TTOM RUSSER 5URFAC!NG - BO% COLbR 590 ROY AL 6LUE , 20% COLOR 316 DARK· GREY Fa!66i;Risi:!Rf ;:.\.CiNG .. -. :· . . . 80%,COLOR.. 616 :~IMARY RE[) 20%·'COLGR W,O ·prNK.· • . · .. ,. ,, . \, ,· • • Fa!Bl3ER·WRFACING 100%:·cotOR 180 &K,y SLUE ~ _&/RFAC!N~ -.• 80% COLOR~ PEARL 10%.:COL'.QR.·,380,LK;i-lT-GREY ·10% c6r..OR · 18b ·5Kf·6U.iE •. ·' . . -···-·· .. ···" -. " .... ·RUei3ER' etlRF.ACING ' •... ' ' .... 100% COLOR 280· 6RQJJN ,·. . .. ... !;,.·.,. ' - ·f,K,i F SIPEP SOO RAP!! 7'-0" TTP. §ml E SDED Slfill Fl EYATK?N 5CALE, 112" • l'-0'.' l j El AN YB!J Of WAI I CAP ANP POST F! :ACE1ENI FOR 6fNGI E SDED SIGN 5CAi.E: 112" • 1'..o" DCYSLE SPED SIGN RAQH ·SC'ilJ: f:, ·1r.2" • l'-0" ' . . . . ; . . :· .• . ,: DOJSLE s,IO!;D $~ ·s EYATPN . I I . .. • . ··= . .. --·· . . .. ~(~#i"\~1t~'Sit:.,~~t~\J1Z ;: :. · .. ,' _-;_,_{:; ,.\~ \i;,\ ~·:·,~;·.'ti:.: -"/i\,:. ' ' I 'El,;;AN YB!/·OF YI# I AF·4NP EOfil Fl 4CB1ENI . fOR 'r2<2iJAI e :s!DfJ2 Sk;,N $C,6,LE, 112"-~ l'-0" 2" Tl-lt::K ~ 51,:,,N. 143 ER TO PARK S~ c;ETAILiNi:::>Ti:s . 7" TI-IO::: sTQN!:.:;,g.ll:£R UJALL, AU.· SID"'....$, ::is c:..: ro e-~·soo:DETA!L NOTES. . .· . ' .,~ ... 2" <!QJARE lUBE'..'STEEL -LcPCATE-a" FROM e,a::, OF $~;-TYP, "FINJ$1.1 AND PAINT AU. SIDES F"t;R··PARK 51GiN D!ITAIL NOTE$ • ✓-RANDOM PATTERN WALL ct,p, fi<i::l'l:R TO PtiRK 51GsN"·DeTflL. NOTES, . ,. ,·., . ··.• . •,• .. ' : ' .. : ,,: .).\:'. .,; .. ,·.,,. ···:fif-iisA··~ "" .. :,~-. (_ l"ETAL CAP ON TOP~:t {:·s~, :~ TO T1JSa s~ : 'r: 2" 11--lb< REDWOOD,. kSE::£ TO PARK·Sk::IN DETAIL NOTES. ',.: 3" CLR, 2'' m.lARE 1UBE ~·•FtJ}jPi~tt<'' a ,;~ INTo eL.CCK.. ATTACI--I. s~ To PIF.E/} WITH (3) J,j" Me'$ (TOP);~lbt;,t~:AN[;l!eoT,TOM), COJl,ffERSJNK. C.ilJ..L.k,\t1ND PUIG•" e0!...T5 AND NJT5 (5Ef.ifl.irs);.,. F'ROVICE-!!1651 e;;: UNDER aot...T ~-AND NJTS,:. C ,.,, FJNJ$1.1 AND f:'AIN1')At1:;e·ru;F.'£R._~!Gi<t-DETAII.. NOTE5. GRCUT POOT"l'.fP.t..ACE:-,.' wm.1 w.~ GRA1,-~:S.Tot-e:· :,·., • • ~-.... •.-; •. ,. ': ·, ,~;' 51GsN TO SIT ON T~--.o/\~t~·~,;" , STONE CAP. ;::.a ER ;,:j.:pARi(·SJaoNbETAII.. NOIE,_ ... ,, ·,;,:-,;· ,,.,,.,:,. ,,,.·... '·, \·.' . . s" CONC;;;:ETE ei...c:::cK!WAU.~W/. ·IM. ·Ve..:TJCAL RE6'IR e 24' o.c. wm;i~ia..:NATE" eaci !mo F'coT~J\~;•~ltON,'t#,:·'lil eorrOM AND (2) 1M I-IOR;irot{f'A.L At."_'c TOP. GROJT 50!.ID.' .. ~~,,~-\~!CAJ... EA0-1 END OF WALL ·,·.-:;·:: •. •• STONE YS-ei=R. ~:);0,i_f~_:·~~N OETAII.. NOTEe-, • VENEER TO EX'!ENDS ro·.ra.o OF FCOTING :114 '6l 24" o.c, ll4 CONTMICUS FaEBAR-"t~>TorALJ ~ FOOTIN1.: • , •• ~ COl"FACTEP ~ .. (x IO'-O" LONG) 3'-0" ~:•··.rr,, , .. ,, "r.·.,;;:-,:;r;c~c. ___ ~~~~ ~~:~~~:1-:~·:;~:-'.lli~ SE"CIK?N 1'-0" ' " .• ' . .... ,•,'. ,•ci.','·.-: . i' .. • ~1::-\.-:s'•,·:·:' . .. ·• .. : ' ,'.':, .: l-"1'....~.-~- " ' .• . '" ' . ' ' ·. ' .. : -~ ' ,. ' " ' z 0 •. ' "' · .. ... , ;'•· o:2.(ii(f::,'·.:.( ~;. _::_.· --:::::~ L-2' ., . V .,. .,. . . .\.'.=?Si-IEE.TS ; . ", •.•.. , ........... ,. ~.• .. · .. ' .... , .. --• .. ,... . ,_.' ..... >-•·.•· ._ .... _ ''· , ....... '"'' ;'' ,... .. ......... .,.-,<• ..... .-,. .,.,." ·"• .. ·.. "'· • .,,-... .. •• • ,...... ·.-........... "" • ·-•· " ••• ,, .. ""'" ..... • • • ..,, '"""''''· , .. ·.-. ~~ , .. ~:... ..,_._,-~,_,._ --~ ---•~--"··-...... •--~d-• ,_ ---~-•-·-• -•-......... ,_ ...... , .. _______ .,_,..~,....~,,..,,:,.:,.,An ,hn="• ~="°••·••"'~"" ,,., •'"" .,.o »o~""'""'--;.,\,M;,,,,,;M "' """'" hv sM m..thNl',n'wlinlA"' 1n nsrt w;1t.<,,,r tM"itlnnis'i"i:oCLs<>nlofClarlrllcG<een Associates IS oi<ih"bile<j. TI:le to tru, clans ilnd·s,>e,;ifli:a iors mma·n In Clark & Gre'en A$$oi,;,il6$ witllout pn,judioe.J/iSOi,I colirac! willl'tl1"5G plans ari<:I spa,;ilicaliO<IS shall ODristitili,i:·p·~m:,, ra;:;.,:evidence of 1h9 aoce?fflnce cf ttiaS<! restiidiOns: ' . . • ·::ro'-o" 10'-0" 10'-0" 10'-o" I0'-0" -. ' " . TYP . TYP. TYP. TYP. - • • .. .. . ·-. ,, . .. • • -· ' .· . • . . . ... .-.. • . • . . . . • . . . ·• -- • • . ... • • • . . . ..•. • . • • .• . • • i. .. -_; . . .,_ . -·, ..... ·· .. --.-.· . .• . . ' . ., . --· . • • .. • . .•.. • • • . . -· • • • • . . • • .. • • .• -.. -. ' . ... ' ' • ' . .. • • • • • • • ' -.. ,. . . . • • . . .. -. NOTE: Tl-IE TOF, OR "ROOF", OF Tl-IE SATTING CAGES SI-IALL 6E ENCLO® WiTl--1 Cl-!AINwL!NK FENCE. 'PR.ov!DE A !-IOR.IZONTAL 51..lFFORT RAIL AT EACI-I, '/ERTICAL POST. Tl-IE rNTERIOR 514ALL HA\/E ASATTING CAGE NET 11\!STAI I i=o. REFER TO THE EGU!Ri'.100 AND FIN/SH SC!4EDULE 01sr -~ Lw2,J. CONTRACTOR 51-lALL PROVIDE 51-\0F DRAUJIN65 FOR ~!EU.I e·{ Ti4e:: 1.ANDSCAPE AR6.l!TECT OR 'T~ ~ ·s ~ATIYE FR~ .TO IN&TAL.L.ATION. SATTING CAGE Pl.AN .:·• • Ss • '\. I' ~--.•. . ,-: '._, -: ·,\ \\ ·-,. ' -, ' ~-, -· ~ 1, :, • . •. .. ;· ... • ' ,, ' . ·-. . -_ '; i .. · .'. .,: ,-'; ; '. . ,, ·" •,,', ·if:·-·,, ••'•··~::,.--' ; . ' '. . •. ,._, .. -,,_./·{::' ,;;_ .-.-. .. ·: \'.· •. / / / < ' ' ' / ' / / ' ' / ' :/ / . . '· ' ' ' ·/ ' / ./ / ' ' ' ' ' ' CONCRETE PAVING, ' g;'N5=f~OPLAN. . ·; ' ', j '" • • • • ... • ;,_ • • :1 -'. ' .,. ' ... , .-'.~j :;-;" • -. ' .. , ' .PLAN vew 'SCALE' 1i1i:,,,i" :i l'-0" ' -.. :•· rre. . .. ·_. PAVING PER DETAIL 8,- 5f.lEE1'. L-2J." SCORING IS-PER Tl-HS DETAIL .. METAL ELECTRICAL CONTROL eox CENTERED ON PAD. REA=R TO a.ECTR:!CAL PL.A.N. BACKSTOP POST ½" RADU6, 1'11'. -, REVEAL-, I I I I I I I I I I ; I ,. . . . : IN!=l5LD MIX PER DETAIL.&!,. si.iEET L-2.5. ; I I I • • ... • · . . . ' ' . . . .-. ' • • ' ALL FENCING !5 10 FEET IN 1-!SIC:ri-lT ~ TO DET AtL.5 V 4 W, 5!4EET kU ----- ½" EXP~N&ION JOINT -~ CONCRETE HEADER .$ FENCE -, POLE PER DETAIL M&HEET ~ ' FENCE POST&, TYF'. ELECTRICAL CONDUIT. ~fi::: -~- TO ELECTRICAL PLAN. REFER TO FENCE FOOTING& AND F06T/RA1L SQ.IEDULE ON 51-!EET L-2,4, 5E:CT!ON RR SCOREKEEPER PAD --- .-·. . " . .. . ... · ,• ·::,:·---·.·., .-.~ .. -., .. · .,_:;,. :-.. • •• :-.·;·· ,;·· ;: ,.. • . ·. • ' ' .. • . , • .. .. .. . ., .::' ' .• ,. ·• . . /. _..... . . ,-...... · .. ,,.·. .. · ', -'~ :-·--· •... , ... '. · .... ;\:/<:<>;_'.:./:~_::•: ·--~~-, ... : ,-.:.~--~.: .. : .. ··:· . _.-:,-: ,·.• .. ,., ... ,... . ' ·,• ..... ' ..... / / / / / ' / " ·-' . R5'-0" R,':)'-0" "'-"T'(f'. ,; /Pi · ' • 9 ,• -' . : . _·:: ~·-o" ·"; ·.: ~~.> TYP. 4:.. .30 HT;-EENCE -4:.. OF POLE OF POLE .... / , -I .... I I I .... / / .... .... .... .... .... ' / ,!;,/ $"/ '°'.;; / / / ' / I I I I • ' ' / / ? I I ' / l'-0" TYF. ~4 NOSE BAR, TYF. CONCfi:::ETE STEPS (12" fRE:ADS, b" RISERS). REFER" TO FIN~ SC!-IEDULE, 51-!EET L-2.1. ½" RADus ON ALL TREAD NOSrNGS. EXPANS!ON JOrNT, CONT!NLICUS ON ALL S!DES. CONCRETE PAVING FER cpNSTRUCTION FLAN #4 REBAR EACl-l UJAY lb" O.C., TYP. 2" SAND BASE. SO% RE.LATII/E COMPACTED SUS6RADE. 1'-0" l'-0" !'-o" DEPRE.00,:c:tJRB to MAXfMUM f'. . .ASOVE ADJACEN't'·-FIN~ED GRAD§:- .. • ~ ' .·,-.-,, :: !, • I \ pp ;i:>EPRESSE[) CUR~ INFILD MIX PER: PETAL ,bl. 5I-IEET 2.S. fi:::EftF::: TO FIN151-l SC!-IEPULE. MOUNDIHOMEFLATE CLAY REFER ro · FIN151-l ecHEi::uLE. POST LOC:AT!qNS. ~ :(Q· .. FS-:1.C::E . FCOTIN~ ANO .POST!RA·IL SIZE 5Cl-!EDULE FENCE LOCATION ' / • -. --. . .. EQU IPMENT AND FIN iSH SCHEDULE OESCRl~TION 84" V1cToR!A'SER1ES: PARK BENCH WiTfl GREEN' LATTICE B~CK ..... , 9s• L6NGREcTANGOLAR PICNIC TABLE; 36" DIAM. CLASSIC SERIES TRASHCAN • s° ·-'J'RASH'.CAN'OOMEOLID ' .,,, .... _,-, .. ·.;· .. ,'.,·> .-, ' , .•. BARBEOIJE GRILL & POST BJCYCLE RACK DRINKING FOUNTAIN DCl_GG,IE'BAG, DISPENSER BOX ,, ' . ,; PLAYGROUND EcjbiPMENT RUBBER PLAYGROUND SURFACE PLAYGRoL.iNOsAND .• l1~•fH,JFACTUfU:R • >Qt.11CKCR8E" ' ' 951~73('6~,0:, .. ATTN: C'i'NTiilACHAVEZ OR •. BRI~ GOE'l;Z • . , MODEL Q1VIC84B 0LBT96PT QU!CK:CRETE S51°73'r.:S2-40 _ Ai'TN:;C::<N"(HIA CHAVEZ OR , ·.:-?~.~':26 •. ' • B~liU:,l,GiOETZ_ •. •. PACIFIC SITE C0MPLEMEITTS 949-49S:0057 . An-N:.REG !'\ATl!=)NS. HAWS CORPORATION 775-359--4712 ociGi31E.WALK BAGS 949"756"2247, ·' '" ATTN:.l JS.0:'; . • cciASfRECREAiioN - • • 714'619'0100\ n:·, ·: ATTN:'flM'HObGES . . . '· . '"" ,.. . . -COAST·RECREAT!ON/ 'sURFAc'E AMeRtCA. 714-619--0100 . ATTN: TIM HODGES "" • P30/GR 11-40-20 2170-9-$ ,sooo -NIA PERPl:.ANS PER Pl.ANS MATERIAL COLOR FINISH CONCRETE CJ-LATTEWTH ''12-uGHT .. :GREEN BACK Sp,NDBu\ST. ' ·CoNCRETE '• ' .. . . c6Nt:RETE-. • OO'rte.i . . :,::=.· ,_' ., .... ' ,.-,'_: . :_,,, ,.·,,:,. ,··•' • , FIBERG1:ASs. • STAINLESS :STEEL .... _'· ,: " .'GREEN STAINLESS '.$1JoEL-,:;,\; - GREEN ,._. \ • ,N/A WA · ' ' ' ·'. ,,;_m\.-: .,i:-: .·: NIA .. TO.MATCH . , · STEEL PROT~CH COL_oR: ~-N/A PS411M34. • , •. 1/· . VARIOUS PER PLANS ·-'· ·N/A . ' RUBBER PER PLAN'S ·PLAY SAND > NIA ' NOTES STO. GLOSS SEALER STD. GLOSS SEALER STD. GLOSS SEAi.ER, ALL TRASHCAN SHALi: HAliEA DOMED LIO ti.1cioi:L # ey_iitGR 24• TciP· ,C19f erjTToi,t :i26" • HT. ROUN041 ~.LL'?N:~t~R . ....... ,_,'.y.:_: IMBEO MOU ITT LARGE.GROUP GRILl 24"X36", PciST COi.OR & l:'tNISH. To·MAtCH GR)Lf.. lMBED MOUNT-CYCldiJPS ~tCJ?J:.~0-:.,:::, _ DETAILS DittAILF, SHEETL-2.1 ,-,_-;: > t:iirAIL Q, S:tiEET L-22 :-',,- ' " ' ' :.-cETAfLH. '. 't _H_EET'l-2.1 H!-LO BARR!ER FRl:la "';, • ~ PEbESTAL DRINKING FOUNTAIN . \\C!ETAIL I. WITH PETBovJL· • S.l:IEETL-2.1 CUSTOM COLOR -"·'°" .. \DETAIL R, EET L-2:2 , PLAYBOUND POURED IN PLACE ::;,, RUBBER SURFP.-.CING WI • -~,$TAIL MM, ALIPHATIC BINDER. SHEETL"2.6 SOW • CALIFORNIA BLEJ,ID PARK SIGNS FREEcidM'·& BEACH SIGN MAKERS, 1Nc;' 949-752--8200: _ ' • • ATTN: DAVID'BEACt! PER PLANS REDWOOD PERPLA.Ns • J')ETAILKJ<, SHEETL-2.6 ' ~-- BASKETBALL OUTDOOR e'ACKSTOPWlTH 6' EXTENSION LENGTH •• REci.i.:.NGUtARDELUXEWHITE • FIBERGLASS BACKBOARD 4z" H x7Z"W. ORANGE TARGET ANO BORDER SISON 8A3160S BASELINE 180 DEGREE BREAKAWAY GOAL HIDEAWAY NET ATTACHMENT CABLES HOLL YWooi:> OFFICIAL STEP-DOWN PITCHING RUBBER SCHUTT UNIVERSAL HOMEPLATE HOLLYWOOD SAF-T-SLIDER BASES RtiBBER PLUG::i'(BEiP.$4) FOR BASES ,."-"; •• • •• BLEAC~ERS ll/ {"1 Ob BATTING CAGENET \ ' ' DECOMPOSEd GRANITE - STABILIZED PRCIGoLD tN FiELD Mix .TOMARK SPORT$'.. 800:.SW.:1844 . ;.:~ ToMAl'lk s PoRTS 600-959•'1$:¥ ToMARkkPOFns 600-$59-1&14 TOMARK SPORTS 800-959-1844 TOMARK SPORTS 600-959-1844 TOMARK SPORTS 600-959-1844 T<iMARK SPORTS 600-959-1844 TOMARKSPORTS 6()0..959-1844 TOMARK SPORTS 800-959-1844 :J~~s~:fRTS ToiMRK SPORTS 000:959-1844 '-: . TOMARI< SP.ORTS 800-9511-'1844 ALLiM-'A-STAND 800-626-2177 TOW,RK SPORTS 600,-959-!844 GAlL MATERIALS 951•279-1.095 GAIL.MA TE.RIALS 951•279-1095 GAIL MATERJALS 30563 32577 35300 10390 13610 13819 •. 10315' . :,;;, .. ,.13884 . 10971 ,. -,·.•. 10697 . At:S sR:21 13380 NIA GALV.STEEL FIBERGLASS .'-''. . ' . . -_, , ,N/A ANODIZED ALUMINUM ALUMINUM POL YETHYlEN~ LACK FIBER B _ NIA NIA P.YRITE GOLD GOLD TO REDDIS\'l'GOLD S/A WA ,NIA WA CLEAR PROVIDE SHOW DRAWINGS' ',DETAIL T, SHEETL-2.3 FOR APPROVAL BY lANtiS'CAPE , DETAIL T, ARCHITECT • SHEET L-2 .3 . '~· . '; _,· ' ADDITION TO eAcKilOAiD ,:;:_. _-: _ • .. ~_F.0R BASES 1. 2& 3 . . : .. ~-.. ~-, '--. ·. •,', ' ·-. : ,! . ' .. •• -• ·" !MBED MOUNT -21' LENGTH 'eENCH ··,s·Rows .2fLENGTH 1136 UV TREATED BLACK : FILAMENT POLYETHYLENE F1E\ER NETTlNG STAB ILIZED DECOMPOSED , GRANITE_ ' ,,_- '.· -DETAIL T, SHEETL-2.3 DETAIL T, ' SHEET L-2.3 , DETA!L T, SHEETL-2.3 DETAIL II. SJ:lEE'f L~ts - DETAit HH; • si·n=i ET-L-2'.s• ,, ' ... DETAli:FF, : SHEETL-2:5 ._,: ,, "C-,,,, '.·.--. ,\1 DETAIL· GG_: :; sHEti.'L~2:s ,:. .. · .... ,,, ·,, . .. ~,., .. ' ' ,_ ' J)E!AlL'RR,': !>~,r;q ,~:~f. > • _DE:r},l(QO., ; . s1-iEEt 1:.:.2:s·.', ·-> ,_ =.~-, ... , .. -DETAll,'.-QQ;,. , s.~$.E:J .. l '.2;5; ; , ' ' ' ,_.. \ • .. • . ' PRO.-R.ED HOM.EPLATE. MIX • , . 951-279-1095 NIA SED . HdMEPLATE AND PITCHER'S ---'. ~ci_UND CLAY DETAILQQ:, . SHEETt-2:5: :\ ,_,, .. ,.~,··,·- .... ,C6NClfE'TtfFl:Af,~OiiK COf:lCRETE"MOWCURBS WA CONCRETE TOT LOT CURB -·SANb.t 6T CURB. !NIA SCOREKEEPER PAD' ••• :'Ni.Ii ' WA CONCRETE NATURAL GRAY NIA· ., 'CONCRETE NAl.lJRALGRAY ' .• ' . . :.NiA·-.i, ::t.oNcRETE. NATURAL GRAY ., -. . -- NIA • CciNCl'iETE NA nJRAL GRAY .TROWEL FINISi-i.AtJi/ ·: LIGHT BROdM'i;iNiS't:t , • TROWELFINis~f:Af-lD! • ·,-·,-· i:1GH1'BROd1\f f 1N!SH , ~--,., MEDIUM ~~6_&;f \.: ' :._ ,·_" .. ,\'... ' :.o F .:, ',•·' .,;;\f .~, '' ' :"' ~ . ' . .... ~ ... :: ' : u <: 0 0 ' • 0 ., i <' .---'CHECKED;.:_:~:,,?' -:-. -,, • 35 .. ,•· •.• I I ,.. --, ,, ~f.>_~---, :\~ ·."· , ,_~t\; '., ,_.. ;,s, ~ r~-: ••• -• -'\V~~.-.: • .. •• v~"-" '· ' ; ' ' ,· ' • : .. •.• •. ,--4"¥,); • ?J;\·. ·:.t ,, . .. l(f:; ,' 't. ' ,re·,,. Jf:\ -,.·:.-,. o-,:. ..--~-• -:,J.:S" '. . -- ·~--p -."".J't',·:,;,-' ", ·,,,_.,.__ . • /;c .. • . :-t> .,,-.. , '·· . • ;..::_a./. , , .: e/· • •. ~~--t~ ,. ·,, . • '.'i\ :•· .,>-~ S-11 ' ', ·_-.,:·:.,. '", .27 .•. i ' , -~,,,,.,'0;~-~":,;,_, .. ,~,~~~ ,' .. -.:.:. . -·~-'. ' . _.. ~ ' ' , ,. , ' . _._ . , ,, ,~< '.< ' ,· ' ·i ·: ' 76 10•-a• DI , _J 1¼ I I I .. I 1 ¾" FUFePJ.£ ct..o.ee ~ F'YCSl.HM! , ~ . -~-, " ' I -·SCALE: 1"=10'-0" ' • 2" ¼" " 1 ¼" ' ' I 1 ¼" 1W 23@,!'5 1 ¼" 48 PULLBOXFOfl;CONiRDU.ER-0-WW 75 COM!RICTOR SffAI.L FULL FROM CONIROllfR "C" 10 lHIS FUI.L SOX, {.}) EXJAA C0NTRQL W!R£S »ID (I} EXTP.A COlilMON WIRE. lHE WIRE: SI-IAl.l. W.V.: AA EllTAA Je", lN lHE PULL 00)1, 81JND1lll AND lABEl.£D "FOR 'FU'IIJR£ IJSt" WITH PfRWWfl" lA8El SYSTEM. " 1 ¼" ,,. , 1 ¼" 2" 1¼" , ii" --it,..,, ' -"'~ . 39 , ,, , . , ~-~-,~=, ~,,..,~ T1/ll,so,<111G . tit ; 1', FIE~R TO SHEET L-3.5 FOR IRVINE RANCH WATER DISTRICT RECYCLED WATER NOTES. ,, · lat'~f.'' ,\,;, DAYS Jo~~ I , 2. REFER TO SHEET L-3.5 FOR IRRIGATION LEGENDS & NOTES AND CON1 ROLLER SPECS • • ToU: "'';:·· 1-soo-221-2soo ;., 3. REFER TO SHEET L-3.5 FOR IRRIGATION BOOSTER PUMP SPECS AND DETAIL A PVBuet SERVICE ~{ Ut½DERGROVND SERVIC~-A½~ • ~. / • '"'" _. "\~(N},· • ., J, " 1000 1ccllf' • ,., 1-}f' ' ... --.... .'1.< ,:p-~•· >;_.< ,3 3". 2¼" 11 " 2½" 1 ½" ,~_-_ .. ,,.,-.'.,~h:'- 1 ¼" ,-.-•" ..;;-. -~/i-::.\·::,:,'-;1:?~:\-:~·:-.,~ ,i¾j .. · -· __ , -~., ·, ·'.,, ,., .... -., •... -:-,--., :-:~:., ·1 • .-.,,,~.~;., ... •,:. -:t~tliia: ~ smo ROTORS FOR ,-, ,. •• .•. , BRICK DUST_ $!W.L BE I.OCli -.;"•~• y ·;.,~ ARl'.A. LOCATION SHOWN H .,'s-~~<..·.::·~:. ClARJtY ONLY. '.,.;,;_,;;:'.: _____ ,_ . -. .,,. =;;.<.:'. ;•,:• •. " 76 1¼"- -~~\>-,, ''},:~ --:,, :-,,~:\_.-:~.:..;:;_,:; s; '-i . ·' :: .,,. ,_,. -c~ • _ _. ; .:-.-_,; :\:: .'.-. ~ ,· ~~~~~r.:,.~-=-:·:·~· ;=~/~:½<-}:-·· 7,, -- ,(,,_l-,;s,~,-f :.;-: •. :.·ti;' ,· :.; s./'" ,,;._,, •. W'--____ ----:\-~'"' ~ •. ,,. -'~---·· 1 ¼" 38 ... 20 ,, 0 40' , ,, " ·>.e<• _;•,':<~:::.:::"·-:,---: ;, ... ·•t,.\~ -·· :t,:.:-·-/:f'· " " , . ,, .. -~it~ :· ·T~ V1,\ULT' ' -·- .. " . , , • > • -. . . .. ,,<r. 51 NOTE: CONTRACTOR SHN..L STAKE TI-lE LOCATION OF Af_L REMOTE CONTROL VALVES. GATE/BALL VAf.VES, QUICK. COUPLERS, PULL BOXES, REl.lEFVALVES, MASTER - VALVES, FLOW SENSORS, PUMP, BASKET STRAINERS,, AND CONTROLLERS IN THE FIELD FOR REVIEW AND APPROVAL OF THE LANDSCAPE ARCHITECT. RELOCATE AS DIRECTED. • ,, ,, ... -;,-,_ . . ~ '. , .. " .. • ",;;;f. ,, • :,~~/ AS-B APPROVAL FOR ONS ITE RECYCLED WATER SYSti:M ONLY ,·'. ,.,,., . -.-;-_¥ '. ,, -~~ ';,.,,_ ! , .... .,_. ;7,,1:~i~~;'., " ,, ' ' ,, ~ ....I a.. z 0 -I-<( (!) 0:: a:: - SHEET , .. ,. .. ··.( -: ·, i ,, ' ' ' ·, ' .:,, , " , ' '; ., 1,, .. .-~, -·. \"i .. ->'! • ,:le ., ' ) ' •. . ···, . . _,' \ . . . 43 .Bo .r., 62 . - 46 ... 11-1 • ..... ' \.?:.: :.·,: .. :'.·. .. : .:·.. :-:-:, ..• . • ' M •; :,( ;[f};;',:;?i: : ;:;;{·;: ;'; '\ ' --),:,' I 1t1+;;~:irt'.1I· --.---.-, / . ' ' . . . ,· = 31 A-18 ,,.. 61 A-12 r 60 A-14 r 36 1W 54 A-18 r ·PULL BOX FOR CON1'ROUER "&"WIRES CONTRACTOR SHAU. Pllll FROM CONJR0!.1.£R "A" 10 THlS Pllll BOX. (e) fXTitl. CON'!ROL WIRES ANO (t) £XIAA COMMON MRf.. lHE 'MRES SttAU. HAVE An EXIRA~•. IN lHE PULL OOX, 81JN01£D AND WIEI.El "fllR Fl./JllR£ \.!SE" Wllll PERJWIENT IJ.8a """'· DIAL TV□ \JDRKING BEFllRE DAYS iEftlRE Y□U DIG Y□U DIG TOLL FREE 1--800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ¾' ........ -. --··-· ... ··- 31 41 1W' C-10 r ~ -" " -- --IL . ii,, • J ,. • ; i - j ¼" . 1m .. " ,. I • ' ,:OU,. ~-FOR~ !B"WIRES COHTRA(::TOR 'SIIAU. P!,l,ll FROM CONJROlJ.ER ~• TO lHIS PUll.' SOX, (2) 00W. CONTROL WlRES ANO {1)· EXTRA 'COMMON -'MRE. 1HE WIii!$ SHAU. HAVE AN D;'fR/1 ~•. IN iHe: PUll BOX, • • ~ff£> AND lAB£lED "rOR FUJU~ USE' "1111 PEl!MA!iENT L&,00. <. ' 54. , ' ~: :~~:~g ~~~gt!:: ~g:::~:=c~::~~: ~l~Ji:~~~~~R~J:~ ~~~ .. 3. REFER TO SHEET L-3.5 FOR IRRIGATION BOOSTER PUMP SPECS AND DETAiL ., , ' ·-.. '""'"' ' • .. • 0 f CONTROI..L£R 'C'; .MN MASTfll l'\'01.lmON ·DX2 ..2L.STA110N lf:ll 3" WATER MEIER 'ft 0 SfORm PMK· ' IARJGATIOil! SCHEMATIC DIAGRAM ' ··-·· •• ;, SCAI...E: 111-> • • ·' ---· • ' . . , CONTRACTOij. SHAtl $T~ THE L0cATJON OF Al.l '· REM01E CONTROL VALVES; GA~ALL VALVES,-C.UICK .COUPLERS, PULL BOXES; ~IEFVALVES, MASTER- YAt.VES, FLOW $ENSOR$, PUMP, BAS!<E'f STRAINER$, :ANO CONTROLLERS IN TI{E FJELD FOR REVIEW AND APPROVAL OF THE LAN_DSCAPE ARCHiTECl. RELOCATE AS D!REOTEP. • ' -.... . . ' ·. I ,. ' ' • ' ' -· • ' . • • • • . . io"i-'<' .. • """" . ' • • ' . . . ,. .. , .. , " ... © ® lf:ll ·$ (!)<l) B f!ll!l ~ . ., . ' """"filR --~·SWITCH 'w.rnl< MEIER """"'"'"' \.!ASl'ERCO!rnlOLVALVE OOQSlEll ·PUl,(I> TI.mt'~ QI!~ COOP~ --' --ootml(IIJ.ER ~!$" . . • --,; -BQOSliR PUUP sr,m llEIAY jffl' COll!lli!T_ . ' -rs-HV -fl,OW SENSOR CAill£. ANO' MASTER VIJ.W: 'Mf!E COH_!lUIT, -•• -•• -ClW:fl ~ W!RfS <:O!iOl/rr . • > " , • • . • ·AS-BUI APPROVAL FOR ONSITE RECYCLED WATER SYSTEM ONLY 40' ' ,i , • ' , " , , > . , . ' z ,<( .. •_J a.. z 0 DRAWN , 13N;CW (".HECK::;D . ., D/;'TE FESRW.RY 7. 2007 , , -~ ' ,;• ,/ •' .. J . :'":-/' ,, .. ,. - .. . . ; I ( .. j , I l ' .• . •. i ·• • ·., , .. ' I • I . . . . 75 A-11 ·-L'J· ... :.: , ·. . ' '. '--. ~":~''°.---~-----------_-------"'---~-------r.:,._-,;.0--~---~H--fl'-f---"'c--~c:---f------~--=~---------,-¼-i' ~ . 76 ., .·. ' ... ', \ , • I > , r, • ..,,,. . *DI -·• = DIAL • BEFORE ~au DIG - ... TOLL FREE -...,_ 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT • - .. : . 76 \ 1, . • r I ' " • 1 ¼" I /1 ,,_~~~-• • •• ]~&:~~-· I ,' I ,I . I I IJ I I I ' " • I • I' i I I I .I I • f" !O I • > > > > "" I I > > • \ 76 \ \ " 1-, " 1}f' • 1½" • 2" " 1¼" ""' 76 • 82 M • 1½" • ., .... " '• ~---·-y,,,.. \fu1lf ~i~1l~:!~ __ " ·s.:;.:~ ;:.::_~ ~:~/~~ t: •• • -;c '.,! ;;,;;: :-~<- ,. -· _,_.,_.. . . ··:::j'. ' " 1¼" lfifi IS 'folirv. :--i:_;:7;-?.,,,-.. l; ·-:,,-jj,,-··o•·,c -~:,;.;/~('\' . '-.;;<{.'~ ,;,'..'./ ,.- 1. REFER TO l!HE!;T L-3.5 FOR IRVINE RANCH WATER DISTRICT RECYCLED WATER NOTES. 2. REFER TO l!HEET L-3.5 FOR IRRIGATION LEGEND!! & NOTE!! AND CONTROLLER SPECS. 3. REFER TO SHEET L-3.5 FOR IRRIGATION BOOl!TER PUMP SPECS AND DETAIL 1>2. J; • > NOTE: .CONTRACTOR SHAlL STAKE THE LOCATION OF All -REMOTE CONTROL VALVES, GATE/BALL VPJ.VES, QUICK COUF'LE;RS, P.ULL BOXES, RELIEF VALVES, MASTER VALVES, F~OW SENSORS, PUMP", BASKET ST.RAINEij.S, AND GOIIITROLLERS IN THE fll;.LD FOR REV{eY ANO • ~:~~~~~E~THE LANDSCAPE ARCHlT~C~f~OCATE ."a . . . • ' I I I / I ,._, 22 • 11" 24 M 1 ' .. . . I, i DOMESTIC/RECLAIMED l!EPAl'IA'nON (IYP.J • .e>a!-i5&TIC _J · UIA'll!FOLNlo 'W, ) • I !. ,w C4I 11" • • !O'-o" • 38 I0'-0" SCAL!!; I"= 10'-0' •• " • .. • • °" 27 11" 25 PLIMPMAINUNEANDMAINUNEATl)NQS . COffiR,\CJ"OR TO PR0\1ll£ ANO l»Sl"AU. 8R-\SS W.NUNE ANO -FlTTfllGS 5'-o" lllN.' BEFORE Elmfl!1IG AND 5'-o" MlN. NIER EllmNC THE PUMP -fNCI.OS\IRe: CONTRACTOR TO P.ROYIDE -JND CONNECT BAAS$ M.1-lNUNE ANO fllll)l(;S !IISlllE THE PVMP ENCLOSURE TO lHi: BR,,ISS" llN!ON • A1W'TER -REFER 10 PUMP OIW\'INGS L--3.5 AND SPWFlCATIOHS SHEET. • RECYCLED WATER METER ADDRESS: 20383 EAST COASTAL PEAK P,O.C. PER CML ENGINEER'S SlREET IMPROVEMENT P!ANS (Vl::R!FY LOCATION) "A-t B' -C+D" P.O.C, 54±52 20 MET£R SlZt; Y nmao RECYCLED WATER SERVI.CE (~ROVIDEO BY OWNER). STATIC PRESSURE IN 63 PSI P,O.C. ELEV. 994 MINIMUM PS! REQUIRED 112 esl W-XJMUM OEM,\J,10 320 GPM GROSS AREA IRRIGAlED 8,50 Ag, (ACR~ ESTIMATEO Y!AALY WAlER REQ. 36,39 (ACRE FEEi) mRA TECH, INC. CML ENGINEERING APPROVED STR£ET IMPROVEMENT P~S. TRACT NO, 164B3 . PAGE NO. 15 I AC-FT 1! AS-8 CONSTf!i!JC'f~ON SET APPROVAL FOR ONSITE ~ECYCLED WATER SYSTEM ONI.Y 20' . 40' g I -,,,. - . .. '" . ,,, .. , ,,, ... " • ' ' > , ·,, ' , • :,o z ::5 a.. ts -· I-<( (!) -0:: 0:: - , FESRUARY 7, 2007 JOB NO. 02.035 -• , ' . • . , ' .. ,, ·• -. -; ' ' , , , , ' • • i • -ljOOEOF ·PAVING -4" ... - . •, .... {•:' ?\ -_:Q.,-9• MtN OR ff. ~i-B"AGKOFWALK :i;\~~S.SH0WN.ON". -~:-.. •. Pl.AN TOPOI' SLOP!: "--ROTARY POP-UP SPRINKLER. • ;:-.. REFERiO IRRIGATION L~GEND FOR SOOY AND SPECS, (SHEET L"'3.5). ' SECTION ~-': •. SCALE:¾'':::: 1'·0":-.<--·. NOTE: . . 1. WHERE IRRIGATION HEAD IS 1:2" OR LESS'TO.CONC. PAVING PROVIDE • POP-UP BODY. PER-DETAIL ~SHEET .L-5.-1 . . . • A . ._._,._ ' ,-.· " 2. WHERE IRRIGATION HEAD IS MORE THAN 1:? FROM'CONC. PA\JIN(:l USE FIXEOSHRUBSOOY. P~DETAJL.JL.SHEEJ" L-5.1: $. LANOSCA?EARCHITECTTO APPROVE-HEAD LAYOUT. ROTARY NOZZLE AT SLOPE . . . 47 26 D-17 . . .• , ' . ---,,, l":, 41 47 PU1L BOX FOR CONTROLLER "D" WIRES . COmR/;CJOR SIW..l PULL FROM COmROU.£R ,:i• TC} TH)S P!.IU. eox, (2) E<l'RA CONTROL WIRES ANO (l) EXTRA COW.lilON WlRt. tl!E WIRS SH,IJ.L HAVE m EXlllA J6",.!N !HE PIJl.L BOX, OONDl!O .AND l)J!EUJ) 'FOR F\IJl.lRE USE" W11N PERIMNENT LABa ....... 1W ,. SEE SHEET L-3.1 •• \ • • .. ' ·. . ' ' -' . . .-. ., .. . ·. ·., . ",• • • • • ,. PU4,L BOX FORCONTROLi.ER"D"WIRES COMIRACTOR SHALL PUU. FROM COITTROUfR ."D" TO THIS PULL SOX. (2) DTAA CONtROL WIRES ANO (!)· OOR,\ COI.IMON 'MRE- !HE WlRfS SHALL Hl!VE AM EX1PA ~s•, IN Tira PUil. BOX. BUi!Dl£D ANO 1.A8El..EO "F(I~ fUTORE USE" WITH PERIMNENT lABEL "'""· • . ,· 1,. 1 ¾,. ½" 1" ~Jg ,b ...___ , .. • ' ' _, ,,, ' 1002 I / ~--. ' ' • "'" \1 ' ,, •· • ' /ffro4 -•. I ' ' . . .. . . . • 1. REFER TO SHEET L-3.5 FOR IRVU',IE RANCH WATER DISTRICT RECYCLED -WATER NOTES. 2. REFER TO SHEET L-3.5 FOR IRRIGATION LEGENDS & NOTES AND CONTROLLER _SPECS. 3. REFER TO SHEET L-3.5 FOR IRRIGATION BOOSTER PUMP SPECS AND DETAIL • • • • ' • • • ' • • . . ... , .. : " . I0'-0'' • $C.AIE:i-... 10"-0" • • NOTE: -, I • CONTRACTOR SHALL STAKE THE LOCATION OF All • REMOTE CONTROL VAf.VES, GATE/BALL VALVES, QUICK COUPLERS, PULL BOXES, RELJl;F VALVES, MASTER VALVES, FLOW SENSORS, PUMP, BASKET STRAINERS, AND. CONTROLLERS IN THE Fl ELD FOR REVIEW ANO APPROVAL OF TfiE LANDSCAPE ARCHITECT .. RELOCATE AS DIRECTED. • . . . . • • • • • . . .. . . . APPROVAL FOR ONSITE RECYCLED WATER SYSTEM ONLY WATER METERS ANO ALL CONNE'C'flOMS TO lfMNE RANCH WATER DISTRICT (IRWO) FACtl..lT!ES MUST SE APPLIED FOR AND/OR APPROVED THROUGH TI-IE IRWO DEVE.9PMENT SERVICES GROUP. FOR SPECIRC REQUIREMOOS RlR OBTAINING SERVlCE CAf.L • (949) 453-5300 PL.AN CHECK ND, 2§48 I • , . • • . . •. . ; ·' : . ' (i w e F c w .. ,,_ ' ,,, .,' • ', ' '· ' ' '· ' , . • ,. ' • I . .. • .. ' '. ' • ' . ' ,,, '•I' ' , " . > ' , • , . • z ::S 0.. z 0 -~ Q .o:: .(X'. - BN,CW CHECKED MG ·oATE FEBRUARY 7, 2007 JOB NO. '""' SkEEr L-3 .4 < ·(1 .,,, . i ' \ ~,; ' . :-1 ,• ' • ' .. ' IRVINE RANCH WATER DISTRICT RECYCLED ·AND-•POTABLE WATER NOTES A, lliE lNSTAUATION OF THE IRRIGATION· WA"fER SYSTEM SHALL CONFORM TO THE REGUlATIONS FOR TI-IE CONS1RUCTION OF IRRIGATION WATER SYSTEMS WITHIN THE "lRWD" AND THE ACCOMPANYING PLANS AND SPEc'iFICATIONS. B. ,ALI. ON-SITt CONSTANT RECYCLED -AND_ POTABLE WATER MAlN LINE PIPING INSTALLED ON TH ISi·PROJECT SHJ\LL BE' IDENTIFIED IN ACCORDANCE WITH THE IRWD. RULES ANO REGUlATIONS AND THE IRRIGATION SPECIFICATIONS. C. RECYCLED WATER PIPING SHALL BE PUR~LE PVC. . . O. -MARKING ON THE PURPLE PVC PIPE SHALL; INCWOE THE FOLLOWING: . -E, ,';o,u RECYCLED WATER SPRINKLER CONTRQi/YALVES, JSOLATION VALVES, QUICK COUPLERS, AND_ ALL APPURTO-IANCES SHAl..l BE TAGGED Wlll:F IDE_~-~CATION. TAGS. ,. 2 ,. s. ,. :,··. •;~g~~Lw~~~~~·~\~t:i~£~~1~0 4 b:~'::LEs1~E.~~R·AV:s'.! ~~G~R?iPuiAA~I~~ TOMAR~ ON THE OTHER SIDE. IMPRINJ!N(,·._sW.LL BE PERMANENT.ANO BL.ACK IN COLOR. LISE TAGS K!. MANUFACTllREO BY T. CHRISlY ENTERPRISES OR APPROVED EQUAL .• • .. 2: ONE TAG SHALL BE ATTACHED TO EACfli ~PURTENANCE AS FOLLOWS: 1. ATTACH TO VALVE STEM .OIRECTLY;00R',WITH E'lASTIC TIE-WRAP OR 5: ~~~g~ ~g ~fCJ~°dU~}t~~~RE~1~f v~~ ~~Rc JbiT.wrw OR 4. ATTACH TO THE 800'( OF THE R~TI.VE APPURTENANCE W1TH A PLASTIC TIE-WRAP. F."•WARNING TAPE SHALL BE USED ON ALL CONSTANT PRESSURE MAIN LINE PIPING CARRYING POTABLE WATER. G. ·WARNING TAPE SHALL BE A MINIMUM OF 3. INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN UNE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPEswm, PL,ASTIC TAPE BANDED AROUND THE· WARNING TAPE AND THE PIPE EVERY FlVE FEET ON CENTER. Hii WARNING TAPE FOR THE CONSTANT PRESSURE· POTABLE WATER PIPING SHAU BE BLUE IN COLOR WrTH THE WORDS "CAUTION BURIED WATER LINE BELOW" IMPRINTED IN MINIMUM · 1-INCH HIGH 'LITTERS. BLACK IN COLOR. IMl;'RINTING SHALL BE CONTINUOUS ANO PERM~ENT. 1 .. IRWD SHALL BE NOTIFlED TWO DAYS PRIOR :TO THE START OF !RRIGATION CONSTRUCTION AT (949) 453-5300 AND EACH WORKDAY THEREAFTER UNTIL COMPLETION OF PROJECT. J. ·ALL PRESSURE MA.IN LINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE JNSTALLED TO MAINTAIN 10 FEEr ·,MINIMUM HORIZOt-ITAL SEPARATION FROM·.f,LL POTABLE WATER PIPING. WHERE RECYCLED ANO POTABLE WATER PRESSURE MAIN LINE· PIPING CROSS, THE RECYCLED WATER PIP ING SHAU::'BE ·1NSTALL£D BELOW THE POTABLE WATER PIPING IN A'·CLASS 200 PURPLE-COLORED PVC SLEEVE WHICH '. EXTENDS A MIN IMUM OF 5 FED ON:·, EITHER SIDE OF THE POTABLE WATER PIPING. PRO\llDE A MINIMUM VERTICAL 'CLEARANCE OF 8 INCHES. coN:,iENTIONAL (WHITE) PVC PIPE MAY BE USEO FOR SLEEVING MATERIAL IF IT IS TAPED WITH 3 INCH WIDE PURPLE WARNING TAPE WHICH Rf.ADS "CAlITION, RECYCLED WATER ~ DO NOT DRINK" K. THE IRRIGATION SYSTEM HAS BEEN DESlGNEO TO AND MUST BE OPERATED BITWEEN THE HOURS OF 9:00 AND 8:00 AM. UNl£SS OTHERWISE DIRECTED BY THE DISTRICT ENGINEER. \·' P.M. L. ALL NEW C◊M~ON .Afi® WHERE REG.YCLEO WATER IS USEQ AflO . lW.T ,:I.RE ACCESSIBLE TO THE GENERAL PUBLIC SHALL ·BE:.POsrro:;w1TH CONSPICUOUS SIGNS THAT INCLUDE THE FOLLOWING WORDING IN A SIZE NO LESS THAN 4 INCHE$,.'HiGH BY 8 INCHES WIDE, "RECYCLED WATER -·00'.'NOT DRINK" OR "RECLAIMED WATER 00 NO DRINK~:. EAc·H,,slGN SHAU: ALSO DISPLAY AN INTERNATIONAL SYMBOL CONVEYING THE SAME WARNING. ~RAD~pet~d:i~~ ~~l~T~A~vg:: ~~fJN~D ~~di~~DER THE CONTROL OF THE CUSTOMER. ,:· .--... ; ·' N. CONTACT IRWO 'Ei'.c1NE'ERING DEPARTMENT OFFICE nvo DAYS PRlbifl'o THE IRRIGATION SYSTEM COVERAGE TEST AT (949):4.S:r:::s:ioo AND ARRANGE A WALK THROUGH OF Tl;!E SYSTEM. . ,,,,,,,,•,,\;; -. . :," ~w6Al~~~~i ~~t£iJr~Nrtii!~~~ ~fs3,~f l~~~Mr~ii~Nti·1~~-UURNT~~ ,);p~g~~~ OF THE CORRECTIVE_ ~~l ~~:BEEN TAf<~N. . P. WARNING TJ\f:E;:'c*;'.·RECYcLEDi w11.TER CONSTANT 'PRESsuR"E ·MAIN ;UNLPIPING 1s ONLY ALLOWED . ON PROJECT-'-BY;RROJECtS·APPROVAta:lfROM THE DISTRICT: ENGINEER<.'Jf ,APf>ROVEO{. IT MUST FOLLOW THESE INSTALl:ATION: SEEC1i;:lcATibHs. "; • ,· ·• • • • ' , ,-,:·;·, •• ':: ·, • ' • ' 1. wAR~;~t•:fjf\\-~LL' ·st 1.i'sED ON ALL CONSTANT PRitJ0;E ':'M;YNs. 2. WARNIN'G ::_l"~(/SHALL SE}A 'MINIMUM· OF 3, INCH~·.l'/IDE(ANO\SHALI:: RUN CONTINUOUSLY FOR THE ENTJREi'lENGTH .'OF Al:L :CONSTANT PRESSURE· MAlt(,UNE,Cf'iF!INGS THE TAPE SHALL BE ATTACHED TO THE roPi bF.\THt?PIF'E • WITH'::pl.AST]C· TAPE BANDED 'AROUN'O''ri-lt'.WARN!NG. TAPE AND·.PIPE EVERY 5 FEIT .ON.:.CEi\ll:ER~i'.::"· ··.·.'.:-.,< . . .: . ·· >·.,'··'..\:;;,:.:,:,>-../. · 3. wARN1Nc.r :r~F.'E'Ol:OR . THEc'CONSTANT· PRESSURE .RECYctEO:·wATER ;'e!PING SHALL BE PURPLE IN COtOR v/nj!':;:YHE\--'.(l'.Oiios .. ~R.ECjC1£0 .. wA1E,( -DO NOt;_."[)R1N~~·::iMf!~lt{l'.E.D', IN MINIMUM 1-INCH_ 'HIGH, BLACK LEIJE.\;;S;;·,!Ml'RINTING :sHAU·'BE CONTINOOUS· 'AND: PERIAANENT;·r:--:-. . ,,· ·,,";:';o/:\Ci0."·'·. ::·/:. • -:.-.::: ·•·:·\•:s· .• a. CLOSliil~•,oi::i J{Ot:•l.~i~SPEC:TEQ.\)l'.(lRK . ._.., '>•' '. :..: . . THE coNTRA:0;10,R;,~'. NOl.'ALLOVl ·NOR;,,CAUSE ,NIY-OF,.,Tl;:le;:.w;oRl{.;'[O'cBE· C:O'{ERED . OR ., ENCLOSE[), UNTIL';.IT . HAS BEEN•IJNSf3~CTEDi;B'( n-iE;:o:O.VERNMENTAl::;AUTI-IORfn\.)-t~V!~(f JuR1so\r.;:r.(oN, OVER THE :WORK>'St!OUlO. AN( or: ~~o~R,;_~¥.§;,jgf~l~~1~~-~5~o~;~g~~·.11i~~~g~~1~;i~CTOR' SriALL u.NCOVER. AND ' TI-IE Foi.i.6VV1N~ dUicELINEs HA.VE aE=.EN ESTABLISHED sv THE 1RV1Ne RANCH WATER DISTRICT (IRWD) 1N CONJUNCTION WITH THE oRANGE'p:iuNTI' HEALTH bEPARTMENT AND TI--IE sANTA ANA l;<EGIONAL WATER QUALITY CONTROL BOARD. THEY ARE ~~~1\1Wt~?;i:p~r.!}!f,f~~~~~D~~~~Ey~~MOJs~CYCLED WATER IN LANDSCAPE IRRIGATION TO OPEAATE IRRJGA;iiiif}i,~t,~ Tl-HO HO~'.bF 9,l)O P.M. AND 6:.00 A.M. ONLY. WATERJNG OUTSIDE THIS TIME FR/\ME MUST BE DONE MAN(iAtilii.WfrH 'QUA!.IFIED Si.JPERVISORY PERSONNEL ONSITE. ,NO SYSTEM SHALL AT ANYTIME BE LEFT UNATTENDED OURJNG uSE:omiDE'ii'HE 'NORMAL si:i'IEDUlE. . .... ,,.,,. ,,, IRRIGAil=.lif-i",{iWmER Tl--lAT wi[L MINIMl2E RUNOFF. POO(ING.AND PONDING. THE APPLICATION RA.TE SHALL NOT EXCEED Tl-iE 1NFILT/'iATf0N!RATE OF THE'SOIL. TIMERS MUST BEADJUSTEO SO°ASTO BE COMPATIBLE Wint THE LOWEST SOIL INFlkl'RA'riOii!wii"E PRESENT: THIS PROCEDURE MAY BE FACltiTAiED 'BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC cONTRO!l."ClocKS. (I.E. EMPLOYiNG THE REPEAT FUNCTION TO.BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES TI-IAT w1U:::pR0Mb):E MAXIMUM SOIL·ABSORPTION) • . . •. ·, . . ADJUST' ~i~;;)-IEAQs TO ELIMINATE OVER SPAAY ON TO.AREAS NOT UNDER THE CONTROL OF THE'. CUSTOMER. FOR E~Pi'.E POOi. DECKS, PRIVATE PATIOS, SiREETS ANO SIDEWA~KS. .. ----:.: MONiTOID,N[) 'w,:1NTAJN THE SYSTEM TO M!NIMtZE Eau1PMeNt ~D MATERIAL FAILURE. BROKEN SPRINKLER HEADS. LEAKS, UNRE!Jii8°i;E'YAl'..Ves, ETC .. SHOliLD BE REPAREO AS sOON .AS THEY 8ECOME APPARENT. . __ ,:.,:,.,.,:\ '~ '·. ,: .. · . EDUCATE Ati.CiMiNTENANCE PERSONNEL ON A CONTINliOUS·BASIS, OF TI,E·PRESENCE OF RECYCLED WATER. AND THE FACT Tf-lAir 1T,'IS 1-lO'r'APPROVED FOR DRINK1NG PURPOSES. GIVEN THE HIGH TIJRNOVER RATE OF EMPLOYEES IN.THE LANDSCAPE INDliSTJ'\{ rr:1s·1MPORTANT THAT THIS INFORMATION BE 01s'SEMINATEO ON AN ALMOST DAILY BASIS. IT IS YOU. THE I.ANOSCAPE CONTRACTOR, WHO'IS RESPONSIBLE FOR EDUCATING EACH AND EVERYONE OF THE EMPLOYEES. oai'AJN PRlOR,'AF'PROVAL FOR AU PROPOSED CHANGES ANo·M001F1CAnoNs TO ANf ON-61TE FACILITIES. SUCH CHANGES MUS,; BE SUBMITTED TO. AND APPROVED BY, THE DISIBICT ENGINEER OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANOMDS .• FAILURE. TO'COMPL Y WJTH ANY OR ALL OF n,E ABOVE GUIDELINES WILL PLACE THE SYSTEM IN VIOLATION OF THE DISTRICTS ~~t§S~~ ~~tTIONS, AND Will RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPR!ATE CORRECTIVE STEPS IRVINVE RANCM WATER DISTRICT FEELS THAT THE BENEFITS TO BE DERIVED FORM THE SUCCESSFUL APPLICATION OF RECYCLED. WATER MERIT THE OPERA.TING REQUIREMENTS THAT HAVE BEEN ESTABLISED. lF YOU HAVE ANY QUESTIONS, OR IF YOU NEED~ ASSISTANCE, PLEASE'. DO NOT HESITATE TO CALL OUR IRRIGATION WATER GROUP AT (949) 453--5300 REGIONAL WATER QUALITY CONTROL BOARD REQU IRED INFORMATI ON A. THI'.: AVERAGE NUMBER OF PEOPLE AT THIS USE SITE ON A DAILY BASIS ' 'o ,~. SEE PLANS ··c. THE PERSON OR PERSONS RESPONSIBlE FOR THE OPERATION OF THE RECYCLED WATER SYSTEM ;o,.T EACH USE AREA THE USER SUPERVISOR ., D. THE SPECIFIC usi-i TO BE MADE OF THE RECYCLED WATER AT EACH USE AREA IRRIGATION ONLY. E, THE METHODS To·BE tisEO TO ASSURE,THA:r THE INSTAL!ATION ANO ~~:~~~~~~~~~~ci~t:C~~w;:~:~\~~~~t~ ~A~?5 OOSS'"'-"""''"'"'- """"'""'-"""""TA '-""""T ...,.u .. "'" -=-lEV"cl. S'l"A'IIO ""'""""' Cl ,cw,.; OS OOl'«ECJJOM P<lf/TOF"°"'EC1>:li<EW'. ""''° FT. """°"' 00......0C-,CVo ~l£V. ""1.al FT -.,s,N02l'l.e •=•= ._,,, F'T. s;~nc """-""""" " • w,ru,MelcR .. ·"'-'ST'cl!VA!.VC. ... !MS"l<RV,CV~ ~ X:~"I=:..,. ,,,,,,,c;,,,, =•= •·= :,;o,o, G™ =•= .,,,,_ '" PIPING SYSTEM.:-bEsCRISE THE PRESSURE-TEsi"'DONE BEFORE INSTALLI\TION """""' "'1.llFT .. : 5? . .,-PSI "'"' ""' ""~ '-"'""' -~ ~.,,,., '"~ ,.,,,s, ~,,,s, OF1:tJE_METE~ --·-, ._ ... .... ,.(<le_,-.-,_FT ........ ,.; '.,~,,.., IRWD TESTS F6R. CROSS CONNECTION Af.NUALL Y :·•,:. ' F. PIPE'. LOCATIONSOf80rn RECYCLED WATERAl'ilD f>OTABLE SYSTEMS. OR BRIEF EXPl.ANAT1o'N•FoR THE EXCLUSION' O(SYSTEM NOT SHOWN. . . SEE' PLANS • • ... , .. , . ' .,.,.,,,;,,u, v.c Vl'. "'°"' GP" ae,,o1'~VA!.Ve ""'G"" u,-u.., >00.00F"\", HEAOS PSI"'°""'" <O>I l'Sl <OSS ~ ace Hm"'GS El£VA11E).se,w.,:;a W,e$SU!Oe l.OSSGM.'l) ,om·,111C110, cos, ,v ........ , """'"1" _,,.,.,_.,... .... .,.· '""""' ,..,,,s, '-"' "'' """'PS' ~1?PSt ""'""'"'" ~o,,s,o,oss "''-"' ""' ··~ ""'""' .,_., ,St .... ,. ... "'OOFT, ••• 1. CLOSE-COUPLED END SUCTION CENTRIFUGAL PUMP, CAST IRON BRONZE FITTED, BACK PULLOUT DESIGN, MECHANICAL SEA!_ OOP MOTOR. ,2. NEMA 4 ENCLOSED CONTROL PANEL. WITH CIRCUIT BREAKER, MAGNETIC STARTER, HOA SWITCH, AND COMPONENTS FOR AUTOMATIC BOOSTER PUMP CONTROL. 3. MARINE GRADE ALUMINUM ENCLOSURE, TOP HINGED DESIGN W!TH VENTING. .4. CAST IRON .ELASTOMER UNED FULL LUC WAFER STYLE '8UTTERFL Y VALVE. 5. PRESSURE GAUGE. 2 1/2" DIAL, LIQUID Fil.LED, STAINLESS CASE, O -200 PSI. • □ .. . •• ••. • .. ·' . .-•. : •.• 6. FLOW SWITCH. 8RON2E. PADDLE STYLE, NON-ADJUSTABLE, 100 PSI RATED. 7. TYPE "L" COPPER. __ INCH. 8. 150# ANSI RATED BRASS OUTPUT FLANGE. 9. FASRICATEO STRUCTllRAL ALUMINUM BASEPLATE. 10. __ INCH CONCRETE PAO, ASTh! C-94, ACI STD. 318-83 DESIGN MIX, 2SOO PSI RATED. 11. DOUBLE PVC TAPE WRAPPED SRASS-PIPE. 12. PVC SCHEDULE 80/8RASS COMPANION FLANGE CONNECTION. 1J. CONCRETE THRUST BLOCK, _ CU. FT. M!NIMUM. 14. MAIN PO~ CONDUIT. 15. IRRIGATION CONTROLLER SIGNAL CONDUIT. BARRETT ENGINEERED = -~-111 lllll -1111~11m.11111m 111 [IIV!ITI 0910s PUMPS <,-=-'-----'""-"'--"'=="""=""""-~",".,-"'-'""-""-" P~~1,~cT.:-. C~A5!AL PEAK PARK SYS1FM DESIGN PARAMETERS 32D GPM .63.l'SI 4(ll460VAC • Mii;;,;,;;;.~p;.,,u,; • 't,rn'EIO<Di<alYoi~, -·c82'5A--,. ,. j320'Gf'M _:. • MM ••• .. , •• ••'. ._ ,, ....... , .... ,-.... ,.... . •'" ... , ..... ·' . ,, .. , 1·.1 , A ·$1TriP.lix:w.i!ei'c pr!issi.11:e ."bocister.' sys1err" as 'desr9ned, :iind, fabricated-'l:i)'.'.Bai+e'tt : • ' • : , En9iiieered: 'J?urii ~'. ·3;,d_ 'pnlWded,15y ·Grttri' l' ecii',(800 )'427 :07:ZiJ:' .Tliio'" t~iil'. shali:68' • ,:a'.', ooiii "let/ily':11ieralii'iciitei.i'.;Sf.;!ein/wiilj: pump('" I 'tii,g,:eiij(ei:liirai-.~:.>sliuciu\-al, , eiiiflfe'i',~. ·'th8·iiniif& '6oosiEii wi\iP' iimiiibli,,. ·s11aw1lo'i:.-·us!ect an::,,;.pp·rove<1. • •. ·.,.' 1.2 .,PLiirip'sii~]d,'~: .. _" ' ~:. < ".'".'.· :.•--::?· .:":':,;•:· ,.:, ,_-, .... ':;. :· '.'••:·.:· .••• -,,:• •. ,._. · · 0 1.~.1, (~·,:,:ir; ~~nesi. sin~~·~.~~ ~'~~;~~~~:-~~.cOup1ed c~iriru9~1)ca~\ron· brohze fllled"ci:irls1rtittion/equippoo,'Wittni1ecrtaiiie8I shaft i:ielil; tiack j)IJlloUI d'esign; m'ipe!lei:shaU: bi, k8ye'rl' and,!oi:keG' to thi,_ Sha'lhvilh' a h,;x he"ad impeller. hul:aoo Washer. Pump· stiatt·.'~Han, be .high:slfen'gth 'S:AE. 1045 carbon steel pio!ecled in !he si.:rifi<ig biii(iirea:by a replateabte' bron:i:e shaft sle'eve'. Pump shall 6~ diirnly cq"lipl¢<1 f~ ~-y-~~ electric·motor. 1.3 Eleclrlo mo-lor shall be of Iii!/-sq'ilirref ciige ind\lC!ion: typii suifab!<S' ro, full voJtage startii19. Motoi-. SiiaLf · be? cloP'.'to ~'aid .iriJ :001;ng:_:E1.iktiic'.'ii,olof')ihaiJ' be' rr,i!ed'foi. conlinuo~ service. The motor shall have horsepower ratings such \hat the motor will carry, !he maximum possible load to be developed Under the designed pumping conditions and not ovmload the motor beyond !he nameplale rating of !he me>tor. Molor shall have a 1.15 ser,O:e factor, Tha _"motor shall coimim, to the iatest NEMA Sla,!1~a(ds for motor design and construction. t.4 Puo\p Conlrol Panel shall have a NEMA 4X plain front non-mEitallio enclosure with padlock latChes. This Includes power and control re•settable' llierma! circuit breakers, heavy dutY magn·etic st.after with idjustable overloatrprotectfoh,.fla:lid-Off•Auto sYiilch I<> selee1:ni0de·Ofoj,en:iiltin,-and heavy duty numbered teiminal ·Stiips fOr. pClWer an.it control wiring lead lermin8~ons. • • 1.5 Metal oxide varistor protei:ted pump start relay(s) incorporated in panel to s.iart pump with sig,ial from.each frriga~on controller. 1.6 All system piping shall be !)<;le "L" copper. All fittings shall be copper 01 brass, with unions ·or flanges to a!IOW for system dlsassemblY. or major component remi>val. System shall incorporate an integral full pipe sl;re bypass line with isolaHon valve to alfow for pu,i,p ,eflli>va! and repair without disrupting warer' suppty tO system:· .. 1.7 lsOration vali-es sha~ be all brass quarter tum ball v.ilve"s with h:ird chfcime·b~II on line$ Z: and:fess. Isolation valves sl,all be lug sly\e butterfly valves will\' Btiria,N eliistome~c seats. ductie lron ·niokel ·coateri disc, and staioless s\MI stem w~h hMdte a,id 10 posnion galvanized memory plate on lines 2½" and grealer. • 1.8 Gauges shall be 2½" diameter face. glycerin filed with stalnlsss caslng and brass intema!s. • P.O. Bo~ 13130 S•n l>i•go CA:?ll 70:-J13U • !~95 National Ave. San l)i,i:o CA. 921 !J Pliono'\619) Hl, 1867 • FAX (6!9) 2.n.,;029 Rt'pre,on(td b)":"Gi,ioii l'"liluot Salos> (949) 584,7311 • gpslOl!_i,eo!'!hlink.Ml _ "' '-;:, -.,,;·,:?..':.f:.:::,.,.se,;.,::.'c:•,;;,-/, •. .-·:"·'', '.:,,,;,.·:,.:·,; .. ,.,. ;,., .. ~, : • . ,· , 1-.9 Flow actiyaled P,,llale sljle roago"elii;;a!ly coµpled flow ~Wl!ch, sl!):lsltive .to flows as,1ow ~ • •• ~ • :,as 1: fp,\:, m9Unte-(i:6n' PiJ?lng ani:I ll'!tiii-cbo~&lei:f /d)im~ de/:tl1elay to sh\Jj ilown 11urnP • • ·,,;--.'.':;, :; .j:iri .DbcffciW:COil.O)lions' •. tirrr!i.:delii"y i'el~,iitljtisfa\Qle froni:O)O: 5 .1:rijn~les;c ·~ •. ;-_:::· •. '::: • .' ':.. . . . . . • ,,. '""" .,.,., .. ,.<. ••-·· ·•··' '., ... ' .. ,.,,< .... , ...... , ,. • .,, • ... ., ·t.'.1':I6);•µnj~:;:sy{t~rii':ilfi"a\1 -:ijii)'ri·oi:i:iti.~~rr,~:imi~l'~(llltlJ.tiiiiri'-'.ii~id\f,ff/ffiO~t1t'/;'i0:1a·~ie·i :/ .. . °:-~' ;' :3 (n . ."t,:<irit; :m_iil )l'.aSI!-·, t,f ~io.'!'(fl:i(i\ioja\li!)llif <?t ~~Kl'.!,~ :¢,.i:!i#~ ,P'a.d,)lt(d 0 8~UipP.~·ifW~i(' '. : ····" •• .. '. : pip'.e SQPii.~-oif Stlc!k'!ri;~i:l:di~.ci:large: pijiiii\{-·~;'!)µIs ,:ari_i:f bol_!A"ai:lf-W,8S~iiiS k,.tjlf:·· • • ·;clJ\ia""'t.inc coote? sfiiel•'o/1 §k!ij anij plj)l~g .. Sk1C )ohao· iiicJude )Tloun.lliig "har<lw.lrefof \ ~/'..;i 'i!l:ite:~'~ltl)T)!.o.u.rri:.en<:1;>~.[f:,-:,}\i>;;/;/i";·.'·._>:tA s:: .. .\'. ;·:: c.-'·· ·',i:--\<·C ·'.'.; \~·'!·:·,-./:i'.,. ··.:1 : 1'1, :Jh'<ai ,S)'sMn : ericlOirJre-:sfi;in. be • \Jaiidal \iil10 :wea11isf;reiistiinr;•ftl 'i-iirni?:Qi8d9.'~1uiri1nJrii • -; ,. /.: : \/ ~i19k : 5052:"H.32:::P1iis.itlicil6'ii./~1i~!··:;;e~i~fiii~i'iit<Pt1ii¼¾1S.' \for'. :O~n(i :'.~d :'·ti.eii!:-'.':} ; .• : :· .. 'a:,ss'l,ia.iiiiri: '. T.hii c'.: eiicf§Su(~ • isrni1.1.:: ~f • 10w • .Ptof,(8: , f,1;,g~,f •. !QP: '.~eSiSi'{ '\?itlJ • ,p~Q1QCK·'::\ . :-. :, ... :· •. ·jifOVis;On~:· :rne·;:cover, ..-mau.: 'S.e·:,serorii'd:, to· .:i11e.-:toriel:ete ; t>iiC "Wiih ·.: 'Sta10·1ess· :steel.··:·;:- i/ ': • ':':~h~~~~•.,.:':.-<::· :.::<::'.·.·•:,_-:•:: ·:·'::•:··~·::i.:.; -~·;; /··_}_! :'::\:;'.:_'.:'.:·,' .. :·:··< ,,·~;· :\;.;_· •• • .. • ·:~ ':'.\ .. <~.::: ;, .. 1.12 ·l'ampAssembJY. shal·mciuo'e.lhefo!low,ng-o~hoo{s). •.·· .·,· .... , . . .. ... . .. , ... ·.·.•·: .. , .... • ;. :·· , ......... :,_. '• .. ,.,.,. • ·"''· ,.-. ·.,,,,,, .. , ,· ·., .. •.'· ., ... /, .. ~ ·., .. ,:, .. ,.; ,·' ;.•. ,., ·:,.',: ., •• ,. ", ·, .. .-., .• ,-_.,,.-.,-,,.;--~C: ., : • + ,_-. -; · • t .: /6'-",: (A: t'f li;Wli.'!l'of: Sii~l_~iijed )if ·!)i8,."$1.~~·rii,':P~~i.9"6·.;·~.e{<S'r~>'$.o~fi_* 'f,rtf ~Uiili.&'IJ (:·f :\;• • , ,: . , .foarri shall be ?ns.l;alle~'qn fn1eriot o\ et1closure ~lqi 1;,affles" on',ventln9 to r:e<lu~ • .: }···~ .• .. sounileman~MQ'Jroiiithel:ioosJersr,;l,!lm: :·· •. •. . .·.' .. '.. _. ,, .,<·\,. ~t : ·(ittbWJ~;;:~ ~iic)fi~\;-,:,u;·~,f·'~~;,ti;i@i/;;~~~~ii Vit~tC·.if/·tt~·~,.:'_'c\· C:,,:':'·"riri_~~;.~1~/ii);:_~,iny1ri:·~~:irii/ft ~#i~:pp'W~~:.~0~:"#i.ii¥!).'•#A~t;r .. ffi:;m:,_t~r:/" . . . . , " : : :' y~t:). :.cs~.~11).: ~,:. r,s'-o/1~~: ,w.e~.~a9.~· :Jl!9.n.jj],';fr~l!1,.··~.te.':'. c:rn,_o_llr).hii"t sf.i!lr,1\?(;~ ,~ ~.te~f ,: z . :.::.=.:'.-::;~~:''.;fJo6;~~~1tJ~~us:Jw8:1t\~{/~6!~%c~£~~-~.~1~i£~1;~~~;~Jt~fJ~.~':J1r~,·-·:-,::; . ',.-::;:/;: ... ;\{l~}i~tf~:t(&~-'.o/t~;}~}tt;t;st;t~tZJ~t~~t1tJf~\{:\t?;):fti\.;{i\'.:<); • • .,h f 3 ':Jfie :i:efylces.:of:a}actory: frep/es~n!aliv"e'•6r; ~Tried."sefrvice 11rnres$1ona1 shall· -be . mace· •.• : •: ;,; .. •;:_;r aya,1a):i.l'ii .¥iJ ittli!Jiti' :~;ie :t(, 't:fjei;K.' 1/i:sfa~.:i.i/Qii-.'iiirid:piirlo•rifi:;tl'i~·' Stiirfili,\:1iid: • inSii-i:Jt·t • iiie , :;· '· ,,·,:.~;\:·:opeiiiiJ'1,Q".,~e1:SQn"clE!1/_A.:i:si~iti.iP/T$Qrt·:·i:;q"n;ai6ii'ig-:joj.i\i:9e\ari~·:·~tn~<:i{a,jli":·'foiidln9i.;:;.·.-.; '!: ·_;/ \SticifOif'., a,id: ijj~af • ~-.-·· • i'eSSU,j' .• ~eiiifn "ii;.• estilllat8i:f f!OW:' clilii;litfoiiS' •,', :a.\d-· "'"e\iera): •. · ::, ~}-·: V \. bpi,f.ai • • -. • ·µ;ijrii:~rlS~.c:sitiiJ~·bi¥ S:U~irti.~:ti:Hhi:Q>y~~._,.-;:).:.) :'.: :'.'-(;:: :. : Li:;: ,;';{.: ::.:;< .. ' /1! • ,::;:x,i:·,f~:~t~:(1·.AAeJ~\O·:a·p~Wi'~li,'.~~ijh~:ii~~ii;i~ib~:$,6~iii~~.:j;/i~t oi§ii~~~ft~f. /. •. ·",. . :·. ,~laQliP'.:.~l)t 0a!I;: ~o/'.i:f.E!;Piii:ts,: J!l.~IS:'~of '!'.l.~j~( J;:o/fl P-9(\.'#\fili ·1?trfo.(ri\~~~_': ~il~.f f_o"(::/ '. P.\i!"i>;. 9Me,"'<'J~~.'IU.~ .!l.! PM!~llofl;.-,a.ncf ,il~t,:,<;!sl ·Sfh.~tii: .. fo,r P<i.illrQ) :Ra.~~1;. ,.:· ::,. /C-·''. , :·, <Xl-'S'"'-"'-""•- •R<S>LIJIUOS,. O,.TA <Xl-\SrAL P€A<PA"" ,...sso•noss-lll>TA ... <Ol!GSST MAJ•UNC RIJM ANO HlGll<St •E<O ;~=~~0,00,0.:C,O, I.Ol«aEST "'-""'--'"' """ ,,., 1111>>lESr llU0 H\'°"'tJUC -.c,: LEVEC S,A"IIOmES-S!JaO (I O>O<Nro• OO<B<$CT'IOO< --· """'""' "'·"'""" ~--SO.a) GI'" "°"'""" ··~ :,la PS, , 0, PSI ~"'''" ~., .. , ~(')I'$! F'OiU!"Oi-~= eccv. ....oo FT. ReMcm; co,m,c,. V,,l._Ve El~V. m.oo .,-. !<EG>zST""""-Hl.EVAl>"Ji< 10,,.<0 FT. s;; l1C ""'""""" ~ !!CVAM' "-"' S'is-ruJ Fl.O,V sswa,ao ll<,00 GP~ ,a,s,=1.0SS@VAI.V. .. ,. >' WATE"""'"" =t0G?M .. ""51'" VA!.V1S "°'oo (;»1,< >" W,S,eSVAl,V,, "'OOGP!,\ ,. ..,,...., """""-" ""·"'""" .,, .. PSI ··~ i» 1'$1 POll<TOF"°""'CTION ELcV. -00 FT. "'"""'-= V,,LVS El.EV. 1004.a) Fl", ll!GHEST..-om< EilaYA'tiOO ,coo.con S"T•l!C·~ QIECY.U.V< MM s-,sn,~ "OW "'"'-""'" PReSS-cOSS'!!> VALV, C:.,O r WAYe!I"''-"'" <' "'""" VACVo .-MAS1UYALV. ,,. 8""""-TSr,,;J,"'R ,. now s,.'<SC<! ? F!,O'NSO:NSOI! _.,,G.,. 30000GPM ... O>GPM --320.00G"' .. OOGPM • '·" P$J "-""' SE<,a0l< ..owset<Sol< S.,,,.,.. LINS ... seoc,ceu," <11,ooFT. ,., ... ... ~" ""' --.,, """""' GO<OFT, '" ""'""'" .,,,·-• '"" "'" ""·"'·FT. ....... "' .,.. .....,..Ulla ' ' • 6'"-"""-1. VALV>; AE~OTS COO'mOl v"'.Ve ""'"'""" 1 0, PSI .... 1'$1 o,ro PSr a .. ,., '·" ,,., ~, .. ;, "''.!'Si ...... , , ..... , ,.00 .. 1 ..... s, -~·vA W""' ...,'?'f.:,mm·¢p;.1 ·~ .. =•= 1 ,,;-».00 G"' """"'"· , OO<'SI --~ ~""""' "'-00 ?SL ··~ ~"'""'"'" ,., es«oss ... ,. ... , ""PS' , ... ., PSI "'"' ,,., ........ <A1'ML ,,,.,, moo ,,-, ..,,OS ,s. "'°""'" 1«,1'$11.0SS~AtL= •t,£V~TIOO °""" I""''"'" L~ •uaTOTA!. ""' OCML\'Si'o,cr ,. nrr,i.flOO"nOOilOSS •v.,....,,,n.,..•""" """"""""''''"""" ~ .... , QOOPS'""" ~""I'S'""' =•• 1~, PS< ....... ,, -0, -·· ,..-i,:.o~OJNIROl,VAI.Vie 00,GP" lA1'AACU"' """'°FT, >IE,.(,; PS'"'""""" -.,,, LOSS """"->GH AU. mm,$ • ..,,..""" ow,;, II'"'""""' •==i 'OTA/, -=no• LOSS AVAIW<Ce P/IUSURe """"""' .,...,,,,.,, ® 'IEIS'HONEHOOKIJl'RlRCONTll()UBl8 IRRIGATIOIN LEGEND HEAD SYMBOL LEGDlD MAKER MODEL NUM8£R DESCRJPTION NOZZLE PATTERN . GPM PS! AAOIUS OITA!L ., Tl:IE ~N\RA.CT01'{ .SHALt.:,B6.f:IES~ONSJBLE ~~-"P:tE. BU,Slt;IESS TELEPHONE jACKAND ALL CONNECTION FEES. cooRti1NATlbN Af:10 Af'f;'LICATION. TO THE LOCAL PHONE COMPANY FOR EACH TELEPHONE CONNECTION REQUIRED FOR THE lRR!GATION CONTT!.OLLERS·JNOICATEDON IRRIGATION PLANS. TttE 8!Ll1NG PARTY DESIGNATION SfiAi.L BE TRANSFERRE0D TO THE OWNER DESIGNATED EN°TJTY At COMPLETION OF THE PROJECT BY THE '®· . ,TORO: • 2001,-6 E 3'75~··ROTOR:POP-UP .. 6 ,YELLOW· 15 BlACK • 30'-:-380' 5.8 40 48' A,D , ,:, ~~H~N~RL~E~ ~~~~~~~~~;,,.,~:~~ L1NES 24" BELOW FINISH GRAOE WITH PULL ROPE: CONTRACTOR TO COORDINATE WITH LOCAL PHONE COMPANY. CONTROIJ.B\IV~VEWIREMOtE: • WtIDI SQECJiN$ THE·'MRE Sfl£ FOR WIRING BElWEEll CON1ROU.ER NID YALVES,.11-IE DISI"~· SffOUI.!). BE ,JAKDf MO: ACCOU/il'. "lHE F01.LOMNG GUlil:El.ll!E'S.·N!E 8'3£0 ON A 10 PERCENT.IDSS or ' 1/0LTAOC_ 'i'ITH:'A· SIX' WATT 'sotINO!O. IF MULTIPt! SIATIONS 'ARE -ON ~T ~~~~~=~~~~ """'· WIRE Lf.NGtl1 ,000 "" ,000 ,m 5000 ,m YOOE: SRf ,. .. 12 AWG 10·AWG IRWD LJC NOTE1: lHE IRRIGATION CONJR,\!;l"OR SKA!.!. f'UJSfl AND AOJUST ALL ,SPRIIOO..ER HEADS AND VALVES FOR OPTIMUM CCMRACE WITH ·MINIWJ.. CNE:l!S!"AAY ONTO WAU<S, Sf!!EEJS, w'AU.S, ac. lHIS SIW.l. IHCUIOE SB.ECTING THE BfST D£GREE Of ARC AND/OR RADIUS OF NOZZLE AND/OR PRESSURE COMPENSATING SCREEN TO RT EX1Sl1NG Sfl"E CONOITJONS. IRWE) LJC NOTE2: ASSURE TI-14.T NO "RECLYCI.ID WATER' IS INSIAUID PAST "PRIVATE PRO?Elm'" UNES. THIS INCWDES AHr GATEO ENTRIES TO HOMES. BACK YARDS OR AHr AREA UNDER THE com-RO!. or lHE tNDMDUAI. HOMEOWNER. !l " .0. n d ' M ' TORO 2001 15 E 3.75~· R9TOR POP UP 30"-380' J..!b ., 52' A,D TORO 2001 f" 15 E -3.75" ROTOR ?OP-UP 15 BLACK 3 I 12. ., 52' A,O RAINBIRD FALCON F4-PC-SS-HS-HIGH SPEED ROTATION 4" ROTOR POP-UP F4 PC SS-4 40'-360" 13.3 I 40 41' A,D RAINB!RD FALCON F4--PC,-SS-HS-HIGH SPEED ROTATION 4" ROTOR POP-UP F4--PC SS 10 40'-380' 8.1 40 RAINB!RO 5006-PL FC/PC SAM N 8" ROTOR POP-UP 1380" .180' 90: 8.82 .33 1.67 35 34· A,D RAINBIRD RAINBIRD 5006-PL-FC/PC--~-N 5008 PL FC/PC ~ N -6" ROTOR POP-UP 6" ROTOR POP UP MPR 35-F/H/Q MPR-30-~ -41 Q MPR 25 Ff.!. /Q IJ8Q" 180' • 90' 5.08 2.59 1 .23 0305'-+~3,o_' +-'='- 3~~ ,air '90' 3.341.73 o.a "'"''-"~'s''--'"'='-1 . ·. 1. RAINBlRD RAINB!RO RAINSJRD 5012 PL" PC SAM N 5012-PL PC SAM N 5012 PL PC SAM N 12" ROTOR POP UP 12" ROTOR POP UP 12" ROTOR. POP-UP MPR 35-f" /H/Q MPR ' 30 f/H/Q MPR 25 f/H/0 180' 90' • 18Q' •90' . • 180: :90'. 3.331.87 35 2.59 1.23 35 1.730.Mf.35 33' ,,· 23' ~:jilW~N~B~<R~o,::~soo~~o;:,,:::,~,;=jec~cZ "'~"-~""~~-~,=~Js~H~R~o~BjRO~T£OR~======:::t~•~e~,;:-~,,~-~e~/~H~/go======~3~•g·~t,~•~•g:i•~•~-~•~-" 0-303c1_.."7e.a'e'+c'c'c'+c'so,_. RAINBJRD 5000-S PL FC/PC-SAM N SHRUB ROTOR MPR 30-F /H/Q 380' 180' 90" 5.0B 2.59 1.23 35 29' A.D RAINSIRD 5000-S PL FC/PC-SAM N -SHRUB ROTOR MPR 25 F/H/0 360: 180' 90' 3.341.73 0. 35 23' ] A.D WAU.A-WAJ.IA TORO HOUSING: 570Z 12P PRX COM E POP-UP WALLA-WAI..IA TORO HOUSING, 570S COM PRX E SHRUB MP 1000 ROTATOR MP 1000 ROTATOR 360" 180" : 90' .85 0.32 o. 16 30 360" 180' 90" 0.650.320.16 .30 12' 8,~'·. 12' C,E ANO PER ·DITAIL.....A..._, SHEET L 3.4 WJJJ.A-WALLA WAJ.lA-WAJ.lA TORO HOUSING:. 570Z 12P PRX COME -POP UP MP 2000 ROTATOR 360" 180" 90" 1.270.630.33 30 18' B,E TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO _TORO HOUSING: 570S COM PRX E , ___ s_.H_.,,,,''---------+e"c'a2eoo..,.,o_.,_.o_.T_.>TcOc•~-----l'''''"}'"'""+'''"-J''·c'c'~o,.S3"1"0".3"3!--'3'0+-'c'c'+·-''-';Ec..,' 5702 8P PRX COM E. - 570Z 6P PRX COM E 5702 8P PRX COM E 5702 8P PRX COM E 570Z 8P PRX COM E - 8° SPRAY ·PUP-UP 8" SPRAY PUP-UP 8" SPRA.Y pup· UP 8" SPRAY PUP-UP 8" SPRAY PUP UP 5702 8P PRX COM £ -6" SPRAY PUP-UP 5702 12P PRX COM E -12" SPRAY POP-i.JI;' 5702 12P PRX COM E 12" SPRAY POP-U!" 5702 12P PRX COM E 5702 12P PRX COM E 5702 12P PRX COM E - 5702 • 12P PRX COM E - 12-SPRAY POP UP 12" SPRAY POP-Uf> 12" SPRAY POP UP 12" SPRA.Y POP-UP 570S COM PRX E ' 5705 COM PRX E 570$ COM PRX E 570S COM PRX E SHRUB SPRAY .,HRUS SP Y SHRUS SPRAY SHRUB SPRAY SHRUS SPRAY . 380' .180' • 90' 4.30 3.00 2.0 30 TVAN-17 15f", 15H. 150 AN 15 IF NEEDED. 360' 180' 90" 3.60 1.65 .85 30 12f".12H,12Q J\N-12 IF NEEDED: '•360' 180' 90" 2.191.09 .50 30 10F,10H.100 AN 10 IF NEEDED 380" 180' 90' 1.49 .71 .40 30 SF,8H,60 (TVA.N-8 IF NEEDED) 380' TSO' 90" 1.00 .50 .2 JO 5F,5H,SQ 360' 180' 90' .38 .19 .09 30 TVAN 17 15F,15H,15Q AN IS IF NEEDED. 12F,12H,12Q AN 12 !F NEEOEO.' 10F,10H.10Q ~ 10 IF NEEDED' BF,BH,80 (TVA.N-8 IF NEEDED' 5F,5H,5Q TVAN 17 ' AN151FN 12F 12H 12 AN 12 !F · tf 10F 10H 10", • " I ._. ••• 5F5H 50 ' ED.' 180' 90' 180' 90" 180' 90' 180' 90' 180' 90' 180' 90' 3.00 2.0 30 1.85 .85 30 1.09 .50 30 .71 .40 JO .50 .2 30 .19 .09 JO 3.00 2: , 30 .. " n ·, I •• 'I O" .71 .40 30 1.001. .. ,, . ,,. B,E· B,E· 12· B,E 10' B,E 8' B.E 5• 8,E ,O' ,. 5' .. ' 1'ii' ·-.. ., '·' '·' CE . • SEE IRRIGATION DITA!L SHEET AND SPECIFICATIONS SHEEf. .: irrLGNOrw L/CNQTES: ~:~E~'6~S~iv~~~:~:~~()';;;~it~~ii~~~~~•~'fie~;irJ~~i·1~:~~R~~t!~~~~?::~~TS SET FORTI--1 8Y LOCAL' G_ODES'AND COUNTY HEALTH DEPARTMENTS. • 2. iN ACCORDANCE \NIT!-! J.R.W.O. STANDARDS. THE RECYCLED WAiER ii-lETER FOR THIS PROJECT WILL NOT.BE LOOPED WITH . ANY.OTHER SYSTEM. '3·:AssliRE THAT, "R°eCYCLED WATER" IS INSTALLED.PAST "PRIVATE PROf'E'.RTY." LINES. THIS INCLUDES ANY GA TEO ENTRJES TO ,:N~~i .BACf&~B,QS OR >#(OTHER 'AREA UNDER Ti-JE CONTROL OF THE INDW1cuAL OWNER \~;.ctbslNi·0i'N0~·1r-1sPECTED:WoRr,:: .. . .. . .. ., ... _ . . . .• .•. • .-.-.• , .· .. . :'\\i.E",\;O,N:1.~l;O,~ 1?,~.L;.N,(11;B,f?.·f..:Ll;Q\'IED,'NOt<'CAIJSE·ANY Of,"fllE. WO~K TO. SE C,C)_VE~!).OR ENCl0?1:',1?,L!l:-ITIL·Rt!:"S!lEEN • !NSF1E9.IE!f ~'(-;'f.1:ll;::G!)VEl~ttMElfrfJ:AU"fHbi!lt(, 1;!AViNG.~URISDICTION OYER THE'. 1'.1/0RK., sH_q4LD ~_Y,Of. Tl:ll2'('{(1RK.B!" , '. '. , • eNctOSED' OR COVERED B&ORE SUCH INSPECTION: HE 'SHl'.LL UN'CCiVER HIS WORK AT HIS OWN EXP.ENSE.'NilD EXPOSE.TO • "Ti=IEIJilSJ>EcioRF~~·'APP.~1\'.°~··· ..•. • .• •• ,,_. · -. ..'"•.•. ,:,:,•.:.•. • ·t;:J~!~1$fit~!it1~1~~~~~•:{:~~~~1;~{~ff~~~f~E~~~:~c IRAIQA110N CONTROUal "A' + '9'+ 'C" + 'D' @ R>JN MASTER ·EVOUJTION'·DX2 ....2L..STA110N, . . . c:otmfui.i.£R::A.SSEM.£il.Y, )fALl MOUITT • lf'i'DRO-'-SCAPE, st'JHl£SS·~ W/'INIEGRATID ·HSOX--03 Fl.OW SENSOR OP!lOH, llSl)X-RAll!O-KIT' C9111!At.; R.IDIO COMMUNICATION OR HSOX-PN PffONE COIIIIUN!CATKlH.MOOEli Nllll8ER: , HS724-DX24SWMS/fisoX-oJ/HSOX:.RAOrO-KIT/HSEV-ANT-FD ' /HSDX-f'H/ CONIRICTOR TO PUll TNE f.V-<'.A!I-SEN. Fl.DY( ~NG CA!11£ FROM THE ADJN:00 P~S P.O.C; TO 'COlllROIJ.£RS O:Jff!RICrofrTO :PUll THE MASTER VALVE ll1RES FROM THE MASt.R VAL Y[:,10,·CON1RO!l£RS. OOffffl/lCTOR: TD' P1IU. AN ~ ~TIOH CAill.E FROM OOtllR(l(lER ,"f .. 'T0'COffll!OU.£RS 'B", "c" RID "D" coifflW;TOR 5™1.1. C:OONECf PllMI' TO CQH!ROU.£R(S} • '. ·Te:', R>JN·:MASTER £VOl:lll10N DX2 ..,li_SfATION, .'-=:/. • CONl'ROLl.ER ASSEMBLY, WALL .MOUNT ~ .STl+.1N!m,Slnl.. W/ ·!MlrGAAw HSOX'·-O.:l ·now SENSOR . OPllOH.NIO H50X'-l!Vf•.C(ll,IMU~TION· OPl10N FOR Fl.0'/1 " SHAAlffG :·ASSalliLY: 'lilooEL' NIJll9£R: HS724-0X2~/HSOX--03/11SOX-NW © IWN MA5TtR EVOLUTION OX2 ~STATION, comRc\l.LER ASSEM8LY; \V,\Ll. MOUNT . HYMD-SCN'E. SfAl!ll£SS Slnl.. 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COlf1RACtOR SHAll PRO'l'IDE A GROUNDED Wl+.li.RPROOF" OUlLEr WITHIN . !liCt.OSURES . SE[. AOOl!IONll 1~110~ N01IS ANO SPECS, -~-~,UIC. 5805· ·KE,\llH'I' WJ>:, RO . SAN. DIEGO,= CA· 9212J • (858) ·~1600 •. • ,.,,,,.,__,cme<,• "'"' "'" ,.~ "" "" ·-~ QSQ?SI o•~ "~ ., .... &1&PSi ,-o,·os, ,.~ .. ,, --~ .. ,, ""''"'"''y ,,..,.,css ";1:·~ ....... , .,oo as, ~-~ ""'''°""'LOSS °"TA LOIEGDT,..,•UOE .,,. """ lilOfli:ST HWI lf/C<W.UCGAAOS,_EVSC $1Al1C PRESS'-"" fl PQWl" OS o:,,,,,;COC>N """""'""""'coo.,ue1,. -oon. "'"°"' cournoc VAE. v• ''-"'·. ,_00 FT '"""5ST>=.e EUoVA'/IOH ,000.00 FT. $TA1l(: ""'""""" QI SC VA!.Ve """SYS,eM Fl.OW "'"""EO P!ESS,,..I.OSSQWJ.VC 0-1' .-WA1'R'""'R ,. w.S"TliRVA!.\-a ,-,..s;t.RVA!."1i ~ =;,:"" 2' FLOW"'"'"''' -"' """ =•= "'"' """ -"'<;,O" =•= ~ .•• ,..... 00.00 "'· .-••.•. ~~-,;..,:vi,; !><t,OOFT.,.,.,.,Q>i ; ''°~· AE~Olo "°""'°1. v•WE 4.00 °"" lA1'.AA:. ll'-<' 200.00 ... =~:.AU.,mu,,,s Elt'VAm,a C,W,,,,. \!'O,SSUae tOSSl<l<Wi TOTA\. 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FOR SPECIFIC REQUl~MENTS. /:OR OSTAINING SERVICE CAll -'i' (949j 4·53-5300 • -• • PLAlf CHECK NO, ' ·,·;' ·2648· ONSITE APPROVAL -----~----'----- ':.-••,·>. ''t ·•;, :" M~---~c_._c._~--- .,.:.~.:.(::t\ • .. • .. 1 ;• . ... .:·.BN,.cw ··-OATE ·FEBRIJ~y, 7, 2007 ·, .'·JOB NO. ·::b2:«i~ .. SHEETS .: ._,, ••.. "•·'" ·,C ·••• .. •.•• ','· .,,, <.•.,•.-.~-,,.,,.,~.,.-._. .. ,-,~ •••• Tnn .... n""••n n!•n• ""., •"""""'"""• •"•" "• =•'"'"'"'un '"" """'~•• <•• re. whlrh '""" '"'"" ""'""IM oorl rn,hr.-,,,hnn 1M.-..-,f ;s.,~n=siv '''".""' rn ,mch us.> Renm<lllcfon nubllea!1nn. or reuse·bv anv.melhod.'in whole or in oar! will\oullh• exoo,ss c:onsent'of Claik &' Graen Aiisoc:t.lltes ~ tm,t,·bhed: r~·e to ttle o~ns and soeoffi08Uons reri,s•a In Clerk & Gr<ien Associat•s \,;\hbut orn·ud;,;.,. V.sual c:ontac!·with !hes<> Plaos and s:>ecifieati~ Shall c:onstiMa P<ima fao'e evk!enoa of ttle ae,!eolance'oft/;e' a-restrictions. I ' I - ,· ' -:-~i ;;: . ~ ,.,c,; . .• ' \ ' \ ' .,· ·: -' ' .i' •. ' ' ' " ' DIAL iEFORE YOU: DIG ' TO~L 'FREE ",'..:--,/'· ·,, ;, i\~:'.i, ., ,. _. :·,i;c ·,'./-::,~-,-... ;};;{_ .·\:.'?i ,.::,;'::'' ., .. . ' ... ,. '" ·-;_, ,:':>:· ,; .;' I . -• -~ '~ ---- . n,a .;'it'CRKING .\ ·',liAJS/BE6CJRE _ '.'·":'->,";:YIJU\D!G 1--=eoo;.<.·22z::..:ztmo ., ''"'•'"•·,-.. ,.; " -, __ . -,' --.. A PUBLIC SERVICE ·~. UNOERGROUND·:SE_i3XICf: .. ~LERT • : 'i:, ·.,:.,:;.i\\f:::~·t •. - ·. ,_ ·. ' ' ...... ., a ... ,. - •. ',; -- . . •. " .. ' NOTE: . CbNTfiACTOR SHALL ST AKE f HE LOCATION OF. ALL ,--,,,----;------cc----------------------------------------------.:-,REMoTEFCdNTRot\rALVEs ;-GATEJBALLVAt\i'ES;OU!CK ------cotiPLERS,.'PiJLt BQXES·,:R.EUEF VALVES, MASTER ~------------PVc-s61:140 ELL ~-------~---PVc'SC1-Ho ·N11>PLE (TYP1CAL, LENGTH AS REQUfREO) •• -30'1¥lb~:i:'1NeAj{te!~GT~-=-• ' bF:WIRE;-COILED . . ~ ;•, ·'c::•; - . , ... -'""~ ~-----1::Cill VALVES, Fi..ow SENsoRS,PuMP, BASKET STRAINERS, • --------AND CONTROLLERS IN TiiE.F!ELb FOR REVIEW AND APPROVAL OF THE.LANDSCAP.i::AR:CiilTECT. RELOCATE AS DIRECTED. , ; ; .,: .. ' .-,. 1 w~1~rliiWlP°i.~~i~ioN: {1:0F.2}"- ' ,-----VALVE sOx-Wii"i-1:GREEN COVER: . ••. ' /-'-/// ~ ' ' •. '. ·-\ -- 1 ,,, -/- ' I .. I ' / j I / • / --·/ ... -... • ' I / i ' • • • / ' ! / / ' I I . •. " . . . .. I i ·-: ' RAIN BIRD VB-(IMB ,~---ID TAG: RAIN BJR[)v'ID SERIES -ToP·oF·MuLqH F!NlSH GRA[I~ .. sAS.Ker·sT~~ER • . . . '. REMOTE coNT~\:?:L VALVE PVC LATERAL PVC. SCH 40: ~lE ADAPTER ··. •. PVC SCH 80 NIPPLE, CLOSE (1 OF 3) PVC SCH eo·y~lON J:'OR SERVICING ASSEMBL y c---~-Pvc MAlN[lt,lE:·· '------3-!NCH MIN)ti.-lUM DEPTH OF ,_ _______ 8;:~~~~cir:i;SH~D GRAVEL ,-________ PVC SCH 8(f N1pPLE (2-!NCH LENGHT, HIDDEN) AND PVC $CH 40 ELL ~-------PVC SCH40TEE OR ELL A BUBBLER RCV & Bf\SKEr STRAIN$fl ASSeMBLY . ii )'' . •'/: -' "'+'~~~"'-Ri2"'-'+~~--s·· -.· •.-· • " ~ . ·, ... · .. , -;., \' ·_>~¼:·{:~ ;ff ;.::?-'.~-~~{? . • "- . ""----=' ·, ·• . :\ . ;: ·C:·-¾-c: -... ..,.•· .•. -.::::;..... .•." • .. '.· . • ."'-'. · : • . . . ~ ..... -:--';.(:..:.._ "©\ ._. . : . . • • :......_. ,,;: . . . @ • ,·.·. -' ..... _ r. \ ------; ~. IRRIGATION BUBBLER LEGEND ,,. . -~ --·-' --...... ..,,·.:.... .. . ·...; ·-·- . ., : ,., ; ·,, .. ·-,.·--· --·-·--,_ ' •.• ' -••ss SYMBOL LEGEND .MAKER . M0DEl NUMBER-DESCRlPT!ON PATTERN GPH PSI RAO!US• - ibETA!L :~st~ro.:s • MlltTi;dlJTLET'XERl:.SUG -"·'''"·:: ' sua:,-:.) }'·-'-:) □ RAINB!R.ci. 360°·.TRICKLE . 1.0-X6 :• 25 ' ··>::.:\· . : :·-,. ,' -... - ~ -·ows:PRV-PRESSLiRE REGULATING REMOTE CONTROL'VAL\i8.SizE·PER'PLAN, PER'DETAIL A . THiS /:"~·i K, P, U GRISWOLD 's'HEET. ·,_... • :·.· · :.· -:,·.·; .. . . .. -., ........... ) : . QKCHK-200M0UICK.:CHEC~ • ·1~ BASKET FILTER WITH 200'.MESHSCREEN. PER DETAIL • A . THIS·.' --(I) • RAINBIRD"· '. ., ... ' K,·u ' . ---SHEEL -· .. : ' APPROVED ' Q PVC SCHEDUl£:40 LATERAL LINE, SEE PLAN FOR SIZE ' + TREE LO.CATldN·'f'ER, TREE Ph.ANTING PLAN C0t:,JTRACT0R.'T0.;\i:ER.iFY TREE LOCATtbN IN THE .. " . . - FIELD. ADJUST BUBBLER LOCATION AS NECESSARY. NOADoiTIONAl. COMPENSAT!ON ALLOWED:., ' - SEE IRRIGATION DETAlL SHEET AND SPECIFICATIONS SHEET S~ SHEETS NO. l-3.1 TO t-3.4 FOFU.IAlNltNE LOCATION. -' VALVE NOJ ,,,.,,---.....,. CONTROLLER SEQUENCE@· 0.00 ~PM .... VALVE SIZE-.._.,, ••• . " . ---· AS- APPROVAL FOR ONSITE •. RECYCLED WATER SYSTEM -,ONLY . 40' " '·. ··-' ... , - -' ' . z <( ...J a.. QC . . ,:,, 'Ll,&,;:I' ' • • 'DA:(E· FE.8~/JMY:7. 2(]07 • ,""JCS NO. •. -· •. '" ., ;•.;Si:IEEr· .. . .,. . . • V • . -·· .. ,· .. '• ........ ,. ........ , ............................ ,............. • ..... ,,c,.-.v .•--•,.••""-· , .. ,. ..... • ...... .,"... •···, "'" ....... ·,··••"·· -, Tt... uoo.0f meoo plaris)irld splieir.oatlons· sl'lal.l·be ieslll<-ted.to the onglllal sil8 forwllicl> lhey, were p«lpared and pi,~1;c,ation: lherao( ls-iti:pr&sljt' limit9d !O sueh~~sil. Rgpro<fuction/ plibllcat16n, <ir ielise:by. iiny_ method: in. ,;11o1e.0r ln. ~ .Wrlhout the·exp·ress· o:>nsent of Clark ll Gmen Associates Is proh;blted, Title • k\ tJie,plans 'a~ specifrca!ior,s remain ;n c1at~ ll Gteeri• Associates' 'Yl!lhiiUt'ii~Ju~lce, v....,a1 contact with lheS~ plaonl'l<! •~tkios-s.tiall ,:Onsfilllte prima facle avid~/,-,, of the aceaplarQf of tnes,,· restrictions. ·., · .. ,,.,.· ... , •.·• ...... ' .. ·.·. ·=·. . ... . . :,···· : .. , ..... , ... · ... ,;.,, . . ·,· .. • ... :.,.:.,··,.-· ... _..,,.. • . . . .,,_... .-, .. ·; .. · ,,·.,.·. . . _.._...--c . .-., ... ,... . ., .. :, ... , . .-...... ;-. ... ' ' ' ) :' -'i ,i .-, - ~ ~cafi?H --- Wf.E, TQ,.~'IED FB.D. e,A,TW;!TE. ~~~ OF. WR;., Ci:)LS). NBCO ,-_,J\:FFl,.AN,:£> GATE VAL.YE 11V 2( Cf'ERATN:!, NIT. V ' " ' "-, ' ' MASTER VALVE r--------lU.i.TER ~~(!Cf 2l ,....,, """" ,--VAL.YE SOX, A.JU.. BOX, ETC. r--CONCRETE PATI-1 OR 11J"1' EDGE ': ._, •. :-.,:,:-tt{;_;;:-_u,~-rr:~·-,• __ .,, ... , •:·.-.::-;;:;•1_c;·.:: .. _ R WATER ~ ~ (I OF 2) f14&~~VAI.YEOl~lt !~LR: r-------~ !1ol8TERVALV!: W, ~ea.ea;. LE6&C> Fo,;t TTf'E. BASKE I STRAINER/MASrER VALVE 0 6END C -~"'--LfB"),;::(" m L I U 1!iAM :I-cu::tl.ER::>NRTTN:o~ -----~ A-~IC'<. JOffl -- ~-~·,:•~M4N.Kil"f'EORi.::r m ;_, ~;:~:p;_ .~::~ i, ~-;<:"i"].1f.~°P~?)~":'-~'t1;⇒=-~~tistf.;:'::;;::)11~-: ,!.,, ... ~~.:. ,:.:;.:'"-~;fut~;;~-;;:; 1;,;~!;"; .-~:;.i ~~\;;" '.,;:. :;;; ,, '?-: -··: •.'-'\:\•.:,,\~·Pt..:·~~ ------1. -~ .• ~ ~m:.:Il;;.;.,,.,ERS • , ',' ,T ' '. >-·:~:~"&:?:,:·:c''.''·' llll<O<S!OMcW, • • ' "" V.i:vti::~:,-":' IIIKtNSlON _.,,. ·" ·-:· • '' • . ' • : , ;· -..._; . , . EXAIIPLE, • IR EL!IINS rn UIIS NIE:A '" •. , ;·, FIIR :3• FLOV sooii!lDlllcilSICN 'A' NIN!HUN 30' DlMENSION •E• MINIMUM 15' o'pc-n ,:oMp\etlon. of tk,r fh~•~~'~t lns't~u~tlon of the flow sensor, cor>_oiMe t.,.; •irtns conned10n Fron 'the f\o" sensor., tt,· the _D:<e~control\er bi-fol(owlng the pra<:ed=e •below. '· . "•·-~-.--.•,,, ... -~.:'_,.·; ---1 TIJRN THE· P.OWER'"Off:-AT THE CONTROUER .?. At the rt<i• -sens.:,·;.~;-:. . , --• ,.. " ,;' Connect -W~ ,BtACK:·.•lr'<! ·of the f(.,.· S""sor to the BLACK _ lllr0t: of, ~h-..B£\I-CAB-S£N ,; Conr,ect tt>e'.Wl!ITE •• ,Tire'· of the flo•-'Senscr. to the WHITE-_ ,.1;-.-_ of tM.~EV.:..CAB-SENR • !<Use the iie<>~hi,r'prot>f,_C()r,'nectors pr<wl<le<I with ~h-e Flo• Se,,~or··to nnl<e the-·spUce. , sensor cnb1e, • sensor cnble, 3.Atth.-"""tro\le~•?,-.,:·,~-;; '.,·.R , R ' B ·,·::, .·,:·,••,._ Connect <91:ACK·'•lre-·o;; .. EV-CA9-S£N,• -to INPUT 1 -of the SENSOR. KRM!N-'IL WARO , Connect' wmre'wire· o~fEV-CAB-SEN~ toRINPUT 1 +R <>f th-e SENSOR TERM!NA!. aCARD (PC-DX2ST>. (PC-DX2ST>. )!, Turn POWER.~9tf:t::O,-i(.t!i'!;:cor,tcoller, . . • . • . ,,,-• • • • • _-. , . '. s. So-t the Rfilr,;Hos;te~,•K'.:rind 'OffsCT• VQ\ues •or tfie Ho, Sensor.Qt ,the CQn-trol\er ~~sed on ; the type u1i::l'O$llt•.i>f. tmt:·Flo• SenSW-lnsto.\le<i fl:°EFER TD THt\ti?AI~:°M·~:(t_[R TABLE."VITi-1 THE FLOW SENSOR FDR c'□RRECT 'K' AND • •□FFSET' F□R;)Y□LIR-·APPY:iCATI□N. • • \ ~.. ,--~,,. ,.,::,,·. __ ,.,,. ' ' ' ,, . ·•· .... ' 2. ALL LATERAL LINE P1P1NG UNDER PAVING. ~SHALL BE PVC PIPE -"ANo ·:SHALL BE INSTALLED PRIOR TO PAV!NG. SCH 40 ~lJB~~~i$ or~~Aai~'.~~PME i~zrs'O~~Acti~~\~~~M~~O~~~iNGS. SUBSTIJLIJIO~S OF LARGER S\ZES MAY BE A~F;'ROVED. ALL OAMAGEO AND Rt-JECTED PIPE SHALL :BE REMOVED FROM THE· SITE AT THE TIME OF sAJ[) ·REJECTION. 4. NOT USED 5, NOT USED NO 6. 120 VAC ELECTRICAL POWER ·soURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY,.-.OTHERS, UNLESS NOT~D OTHERWISE. THE IRRl~TION CONTRACTOR SHAlll MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. 7. All SPRINkL:.ER-HEADS SHALL .:BE SET PERPENOICUV.R TO ,'fdN1SH ,_GRADE UNLEsS ·_oftiERWISE SPECIF.iED. ·:• •. ,\·;\:;, ' . ··.: .. ·,·;,· .. ·, .. , .• • .. -~PR1~IE_:R~~~~~g~J~1;\0.}b~ir1~L~iHc$~fi;gi~~nt~:1~;MAL OVERSPRAY ONTQ-WALKS, STREETS;. "WALLS; CURBS, ETC. -, • ' ··~ ' ' '. ,,. ' 9 . THIS DESIGtil.dS, DIAGRAMMATJC.,,Al:L PIPING, VALVES,. ETC. -SHOWN-. :~4~st~~g)~ R:b.i~~i k6fu~~i:;;$~tb~if~~_'OfHLJ-t~fit-~t}5R SHAU. LOCATE ·: ALL' VALVES !N:;S'HRUB AREAS. . - • ':·\"·-~ . "-,·-, ·- 1 o. IT IS THE -RE5PONSIBILITI::--':6f.'l'HE IRRIGATION. CONTRACTciR'. . .ro . FAMIUARlZE iHEMSELVES WITH: All ,.GRADE DIFFERENCES, LOCATION ,-Of WALLS, RETAiN!NG: WALLS, ·sTRLICT.ORES',, IJTILITIES\-"ETC. THE'; IRRIGATtO'N CONTRACToR:_:_iSHAIJ:. "REPAIR dif-'REf!:fiCE ALL ITEMS " "DAMAGED ' 'sy'-. THEIR WORK. 'THEY/SijAU coCIRDINATE,,tHElf{. WORK WITbk OTHER ,tCiNTRAcroRS FOR THE LdCATlQN' AND iNSTit!;AT,i'ON:, OF p'1PE ·scEEVEs AND tl)_TE~l5 -. THROUGH WA[;l:S,. UNDER ROAOWAY'S·'._'AND PAVING · ETC. • •. :. • ·,,·." .:,: ',., 1'1 . THE SPRINKLER SYSTEM.~r:>Es1G'N IS BASED. ''ON A MINIMUM. OP.ERATING P.RESSURE . ~o·::A 'MAXIMUM aow.::OEMAND ' INDICATED: ON ''PLANS:.·\THE - IRRIGATION ·ct)NJRACTOR ·sHACt L,VfRlF'r'.·, WATER PRESSURE· PRIOR.'JO;-.- ~citi~EUDC~~~-~f Pgf}W~G~\t~:;ticic~~E~~is~GRfA~~ofWGESA~URS THE-IRRIGATION·(.POINI OF. ccii~EcTlbN .. TO THE O.WNER!S:-,AUIHdRlZED .--·--REPRESENTATIVE. • , .. -.,.,-'\.~ • "·' • . . ' . -· ' , .. 12. DO NOT->W1LLFULL Y INSTAt1.i :,THS • SPRINKLER SYSTEM AS SHOWN 0~. ;~iT~~wg~;~tW15~ ~;~rE~tiv&~26~,:;~E~[~gE~t~ -~NEK~~~-:-.. __ ... , D(MENSION~'.:E:~ISJ_ THAT :MIGif[:<)\((lf~H:A.VE .BEEN ·. Cbt,:!S1DEREO IN "T8( .. _ : ENG!NEERltJG;:: SUCH OBSTRUCTIONS:', ()Ff. DIFFERENGES: '•SHOULD . BE·?BROUGHT • 10:,1HE AlJEN!id.N:· -OF.' TAE 'owf.itR{S':'AliTHciRIZEb ··"RE!'.RE~;'ENTA'llVE;:_,rf--t ·":.":''_-\-·' TRE EVEN'F ·;li:'IISi ·NOT!FICATION ;:;·is-·:NoT-:P"ERFORMEo·,,, THES::IRRIGATION'. ', .•. :-.. C6NTRACTbFf'$HAi:.L MAKE Al.'.t:_':THE". NECESSARY REl/iSi'Q~S AT cONTRAcr'OR'S p CONTROL! ER WIRING/SPLICING . ' ... ,~ .. -·.- ·-·' . 13. ALL: SPRINKLER. EQUIPMENT NOT OTHERw1sr::":i:i£TAJLED OR SPECIFIED .~~~FJg!'fi~JJ~LED ~ PER MANUFACTORER'S "!{ECOMMENDATIONS AND 14. THE IRRIGATION CONTRACTOR SHALL INSTAll -VALCON CHECl< VALVE (HCV) OR APP8°dVED EQUAL ·ANTI-DRAIN VALVES . :QN ALL HEADS IN ' AREAS WHERE FINISH _ GRADE EXCEEDS 4: 1, WHERE POS,:, Vt-,LVE SHUT -'-OFF DRAINING OF THE , IRRIGATION HEAD OCCURS OR-AS 'DIRECTED BY THE OWNER'S AIJTH0R'IZED-REPRESENTATIVE. 15. THE CONTRACTOR SHALL PROVIDE REDUCED RADIUS ARC PLATES OR SPRAY RADIUS. ADJUSTING STRAINERS OR PRESSURE COMPENSATING SCREENS (Pl;R PCS SCREEN CHART ON IRRIGf\T/_ON PlAN) -~ NEEDED TO REDL!CE-OR ELIMINATE OVERSPRAY ·.OITTO WALKS, STREETS, WALL, ETC. OR OTHER AREAS AS DIRECTED BY OWNER'S AIJTHORIZED REPRESENTATIVE. 16. ALL REMOTE ·CONTROL VALVES, MASTER VALVES ~ PRESSURE RELIEF VALVES, GATE/BALL. VALVES, QUICK COUPLERS, CONJROL WIRE AND COMPUTER CABLE PULL BOXES SHA.Lt BE "INSTALLED COMPLETE IN ·surrABLE ,VALVE/PiJLl. BOXES COMPLETE WITH LOCK!l'/G -COVERS, GRAVEL ROCK, ETC." .. AS-_SHOWN ·ON DETAILS: THEY SHALL'_.BE RAIN BJRD (IN TURF AREAS· INSTALL .MODEL NO. VB-STD-H AND IN SHRUB AREAS INSTALL MODEL NQ: VB-STDSK-H) AND SHALL BE MARKED INb!CATlNG CONTROLLER AND STATION· NUMBER FOR CONTROL VALVE BOXES AND/OR AS TITLED IN THE. EQU!PMENT LEGE ND WITH 1~ HEAT BRAND6D LmERS. ALL APPROVED BOXES ·SHALL MAINTAIN 18" DISTANCE FROM -All HARD SURFACES AND LOCATED IN lNCONSP!CUOUS SHRUB AREAS ONLY.· ilR1_Gl;~~ -:~E_Y~}~~~it~~R J~s~~~NE1b-u~~D E~%~Eth iAPMo. ·AND NSF • !i:~~:~ir~W!·ti::~:s~!f1~1~\,tw1dg;;J:-~~:i:c ~i::;,l;l/1:lbN:_REC:tAiME[),t._\','~l"~R-~ .. :~ERY. _ flVE (5) FEEi: .OR'-' _PER , LO.CAL WATER "DlSTR!CT {ABEU NG ' '·REQUIREMENTS. • ·-,.-·-· -.• ' '' ~- ·2Q. REFER TO !RR!GATION -DETAILED INFORMATION. SPECIFICATIONS SHEET FOR ADDITIONAL PIPE ..... OWN EXP~?~;:::' \=;' ·;:;_-;:; -,"-. -. ~'.:0 ,. -<·._~;;_ ,: :\'.~ ,_ . ..-: :\::'::\',:;\ , . "\.1-:':"; , .:.:·i-~·:·_'; •, ',' : -' s " ,, .-. ff'GIIQN YBIJ MA>ll.>E PAS LATERAL PAS 2' Mtt ~ L.K:& U!'fe -OR EGLI.AL. TO 2 ll:l't ll' MN.~ PA~ AN:> FOR AU. t.te Gf;£,li'IER -2 11:1•,. 0 NOTE• IRFtlGATION/UTIUTY .• rRENCi-llNG ,•,e;~-CUF:e, WALL,. ETC.. RbtW PLASTIC VALVE BOX WITH L.Ca<INGi ~ ~ L~ ED Wm-I 3" I--IT.1-EAT·eRANDEQ LJ::1 il.R£,-!4J3 U::. TO rnlGAT~ PLAN$ R::lP L 6el:I AU. SR.t:::E5 81-!AU.. BE WITI-I F£N. Tl1E CONl'eCTOR& OR~ EG'3 LA.I. FNISI-I GRADl:ITOF' OF M.11.c.M U' LONG COLED WIR!: SLACK,. T'rP. I-½" FvC ecH <40 CetOJrT, GRAY 12" MINMJM DEPTI-1 OF 314" 1'16/:!I ED PEA Gf...AVS. 1. RILL eox IN'l'ERVAL. 61-1,AU.. NOT EXCEED 2CO L.F. R!JN, 2. J.Aaa WF0£-.Wf11.i YEU.O.lJ TAG AND el ACK LEI :CR .. -6 TEPTOWRESLACK.. CONTROLLER' ENCLOSURE . ., ' r r +--C-----' I RFrJ·AIMB? ll\4:'J:E8 ~/NG-GU_lta/E . ' ' -' ' .. J " F '. . . · .. ·_. _-~e,p CIF tu.Pl ,,,-, ' ,--w• s 111 ,e.~ ,--~Al!!81"F'E'&&:>c.41"."1<1a l't-a;;. =--.. ,-.. ' =• = •a-U.-1$-FER l'ilQt;;A~ F'l.,IIN!, ,,..-,~e!..,AO:; -C,,l,P \ )(__ I& Ollll.ET &iii 10!. Dl,l1YU!lllll(;lN TIE"6 lW f'L.<161& '!Wl'tt, &tMQl& 111"4"0,C. PYC ea-! 40 Wf'f'l..li !1£NCiifM ,46 N:Ell:D) B hi 1$ &:;;a:i.LE MULTI-OUTLET DRIP EM111 t::R GATEVALVE UIBEBIZE -c:i,:;B,Wo\ll',ETC. ,-lll<I" &aE El!<Ae& NF'f'1.E a..e,tr,11-1 A& ~IFID) It MNl'U1 ClEP!H CF """ '1"21 n, f'E4 GF,1,,VB.. 80! so &'!JlliET Ell. &l:V!J rzFP ~--RCt!ND FI.ASTC VAJ.VE·BOX -AND l=Xf=NSt:lN Wfll.11.0C!<::NG GREEN ~-INSTALL 318" X 2-iri":I-EX,-H:AP L.OCK\irlC~.rBOxi •• I.ASEi ~ Wfll.l 311'.:tf; HEAT EiRANoED LE!.:ae:Y-"·/JRY ·" ,-~NISl-l ·~OF OF MJI..CM fi~~~-6t~ AND LEGeO ecHecCCWLm SC!-! 8C) NIF'PLE 0-.ENGTI-l A& f...5GUIREP) 12'' MINHJM·~ OF ~/4" ~I n, Gl'..:AYl3.. SC!a:u.EWTE 7'l BR.<l.NCH. JN&T.AU TEE eRAN::1-1 ON TOF' 61DS OF MAINLINE.. :#1·· 'FVe\.A~l"Fl= • ~i,i! ~'DEM,,iOI' . :, ·, . ' ··•· •• '."\'.~~l"EA'-'AA\'EI. 1. FOR':~:·u.weat~~~-11.IA~-,,~ , 1:?'.SE!Nti.'ueeti w~~~:PETAl!a:-,~k~' • _-' ........ ,;,-..::,. -•-'" •. :: ---::_.·;,:' -... ,.·.:·=-.. -.>.-:,:-. '·.,·: ,.-- 2. TQF-OF.:eox:~·eeJ/2.":ASP.V'EJ::iRADE, IN. LAUN~ -,AND :l~•'A60'iS'GRADE,:Ji•:f$1.IR'lB'.~OR:~. CQ'i/ER:JiREA.s. . ·, _;'.\.~-'' -~:i.\i::<"j\~t:;,. ~-.::>,(-:.-:1;:,::~ ,i; "<-',, .... · ,' ':;)\'.· ::. E C ' ' •. ,, ... =-~ FeiR"edn-"lw""~eFe::.. ,-P..A&TC 8!-RB-~ ~NBRDl't,DB;PA-86 ,-vAl:&ON 'KtE·U~•Pv-c oe::K'YAl.'i"E -.s ¥a&TAe~IIV '!WO Cl) &TA)UJ!,e, &"TEEi-GEAR a:AI-F'& UR mlfV~ W I URI &Y&n:H SPRAY ON RISER@ SLOPE ' ' ' ---iM I 6p ~TAal.al:R IIV 1UX) C;n 5TANU:ie& e,,m. GEAR ClA'P.!o OR l=GIJIVALENT ..J I Ukl &Y&ta'1 VAI..C,CN N.IIE ~-PVC Cl-ECK VALVE UV R.6016.Tt:N i;a.&TANt PYC SCI-I eo Nf'f'LE 11.ENG,114 Ae, ~J.S:>) _. 14 6P 'J' f.m::: WITH e.T.Aal.lZ!R N&TAU f'l:R ~ SFa:;Ft:.AT~ reEE eEl:CWI • ' '.c-•· 1---------UV'RAPIAn:::ij-fa!,&TANf PVC !!CH 40-IA~PFE R,D 6CM"·eo,FirTN:t,e, ON~ _____ ..,;,,.,;;,.,~-.,-,...; __ ,.,.- ' r.....,,.,..,.......,,.,, ·>.\· PXC:'.~ ·e<?.TEE OR ELL PVC,'~~ FFE SPRAY/6UEISLER ON RISER ., ' • ' •-, . ' ·, "'"" """"' PVC llCI-I 80-:NF'PI.E .. o.&IGsTI·l'.Af> ~J.S::l) ~J.°&cll PVC·SCI-I 80 NF'PI.E ;-"-----(LEN::.11-l NJ ~F£.o) MARI.EX Si,.e-r aL PVC ec:.-1-00 T1:E CR~ : , PVC I.AlERAl. FFE ' ' z -~ -- ·•-JOB.NO. .. .-' , . \, 02-035, ": .'.SljE,~· -,. '.•.; ... !;5'.1 • .. ,: .. ,~--·. . -,_,_-:--:•_· . •,, \ '' \. ,, '¾, i ' I " .' ( :~ i 'c ·:L; , " ' I, " I, I I, I ' ! I / ! • I I / I I I I I I I I I ,, I I I I I I I I r · /, -... I • I / I I '. I I I I I . • I I .. ·- I / / I i ' I ' ! I I ' ! ' f ' ' i I I • 24' BOX < ' I ' ! I • ' ' ' . , . . /.' / I / / I / I I I I • / • 2<1"eox 00, I I I 100$ " 8 100,·? tOOb ,oo,, c- l i . ' • ' , :, , '-. 1/ ' / ·-:·,,. . ,._ ' .... •.-• -·---'·".::/---·--,.,,·:·~ .,,~• . .,;·,;_ ---~:...,.-· ~--, . / / ' .' "·-· 11c / / •' ,• TREE LEG!::ND I \'C:;·· ' "·._ / -TRE'E ROOT BARRIER'NOTE: ITISniE INTENT OF ltil:SE DRAWINGS Tli>\T NO TREE SIW..I. BE PLACED CLOSER THAN S-0' OF SIDEWAI.KS OR HARD SURFACES. WHE!lE IBEES ARE PosnlONEOWTT\jlN 5'-0' OF W"'1.KS ORHAAD SURFACES;BYlliE t,;Nli~ARCHITECT, THEN lHE CO~CTORS~ INSTALL 'OE~ ROOT' (<iRAPPRO\IEOEQUAL) TREE ·ROITT8AARlffiS IN A LINEAR FASHION MJJACENT10 THE HARO SURfACE. DO NOTENCIRClElREE. SB: DETAJL ONTJ,IEl'Wfilt!G DETAILS SHE8"FOR INSTAllATION. AiJAJtABl.E FROM: DEEP ROOT PARTNERS, I.P. Si I.ANGTON ST., SUITE305 SAN FRANCISCO, CA. 94103 PHONE: (800)455,7668 {415) 347-9700 FAX: (a00l2TT-7668 (415) 437-9741 JFEE 1-V I ER· t,57, C01'TTRACTOR -&HALL AI..J..CUI FOR THE FOI..LCWING TREES TO.el:: .SPOTTED 6Y TI-IE J:.ANPSCAPE" ARCHITECT ON &ITE. ANY UNl.JSi:t:>:" PORTION OF Tl-IE' FUER l1ST"5HAI..L 6E CREDITED TO ™E Cl.LINER. Q.JANTITY .SIZE ·sorAN~ NAME S 24" SOX FlATANLJS, RACEMOSA 5 24" 60X . . . ., QUEROJS AC:,R!FOLlA ,, .... ., .. ' . i ' . i BOTANICAL NAME COMMON NAME REMARK& 24" 60X %"BOX , DETAIL PLATANUS RACEMOSA QJERCU& A.GRIFOLlA CALIFORNIA SYCAHoRE COAST LM: OAK STANDAF=D ~Nei:i!Nc:= 24" aox S!ZE 'SHALL 'SE 10'-li TAU.. AND S'-b" WIDE MJNtt-i.JM 3e,," SOX s[ZE 'SHAL..L 6E-!4'-5' TALL AND t;;,'-7' ulCE MINIMUM - STANDARD S~a:!ff•!G:"'. 24" eox SfZE SI-IAU.:6E·4l '-10' TALL AND 3'-4' WIDE M!NIMJM •• ¼" eox slZE 61-1.AU. SE 121-14' TALL AND S'-7' WIDE MINIMJM --' .. •. :;_·-,· REFER TO THE PLANTING NOTE& AND PET AILS ON Tl-IE PLANTING DETAIL.& SHEET ·AND: TI-IE PLANTING SFEC!Fk:;ATION5 &!-ET. CONTRACTOR SI--IAI.L. STAKE AU.. TREES AND CONFfRM "CLEARANCES FROM AU. ·--I.IJET -AND ,DR,'J"'. ... UTII..JT!ES-f?RIOR-TO, f?L.AN,:ING,; ... 40' 4, C lo C !'"· ., • ' ' ·oRAWt-r ,·~N/ci, -~·cHECKED; :~·M·~- ">DA.TE FEBRUARY 7,'2007 • ·JOB:·N(;i . -,oi;ois,. t::~6, 1 . _,;,_ . . , ·v, ;:·,-:- --_- ' ,. . . . ·-'. ' .:·. \ . ,; .. , . ·:·s ' s . · ·.,-' ; . l ,_ .. ' . 'l " ' ' .0:-.·:' . I I I -,.-:·.,·. "' , ......... . . ' I I I, 1Q04 '. '' -. ' 1004 • s ··-... ' • I i I I / ' ... " i / ! ' / ...... TRE:E LEGEND BOTANICA!...'NAME Rf<JSI.ANCEA FNU$ I-IAI...EFENSl$ FLAT.ANUS lsACEMOSA • COMMON NAME AFRICAN SUMAC ALEPPO PINE CAL~lA SYCAMORE Q.JERa..l& AGRIFOl:.lA COA&T LrvE OAK REMARKS . S.TANDARD ~ING, STRAt:.HT TRiJNCK5 AND EVENLY HATo-!ED.". 12' TO 14' TA!..l. AND &'-7' WJCE STANDARD 6R'AJ:,lCHING s'--a' TALL AND 3'-4'· WIDE MINfH.IM &TANDARD ·-BRANCMING 24" eox &!ZE :SHALL.'ee 10·-12· TALL:AND • &'-6' WIDE MIN!M.JM .¾>" eox·s!ZE SHALL BE 14'-6' TALL AND 6'-7' WIDE MINIMU!1 ." STANDARD SRANC!-!IN.G 2411 SOX SIZE SHALL 6E <;j'-ro' TALL AND 3'-4' WIDE MINIMUM %" SOX SIZE e!-!ALL SE 12'-14 ' TALL AND S'-7' WIDE MINMJM ~ TO TI-lE FL.ANTING NOTE5 AND DETAIL£> ON THE PLANTING DETAl!...S 51-ET AND TI-E Ft.ANTING 5PECIFICATION5 51-ET. CONTRACTOR Sl-lALL &TAKE ALL. TI-!EES AND CONFIRM C~NCE5 FROM ALL UJl;T AND DRY UTILJTIES PR!OF!·TO FL.ANTIN"'- LAND¾APE ARCI-IITECT $1-lALL AF'PROVE ALL TREE& FR!OF!"TO TI-EIR !N5TA!..LATION. EACl-4 RHU$ LANCE.A SEl..ECTED FOR THE PRO~CT MUST SE Af'PROI/EP INDIVIDLIAJ..L Y. AFPROV.41... Sl-lALL CON5J5.T OF Yl5UA1. IN5PECTION OF TREES Etri-11:R 61 FHOTOGRAPI-! OR Yi&IT TO GRCWING GROUND&, CONTRACTOR $!-!ALL GIVE 48 I-IRS NOTICE Ir v!Srr TO GRCWING GROUNDS 15 REQUIRED, TREE ROOT BARRIER NOTE: " ebx %" eox DETAIL. C C "' ' C • C IT IS THE INTENT OF THESE OAAWlNGS TIIAT NOlREE SHALL 8EPIACEO CLOSER ntAN 5'-0" Of SlDEWAl.KS OR HAAD SURF/\CES. WHERE TREES ARE POSmONEll wmllN 5'--0"0FW/\LKS OR KARO SV]'ij'ACES, ilYTI-IE , : IOOQ I / ..... , . LANDSCAf'E" AAClirm;T; iHEN TilE COlf!Rl,.CTOR S!W.L INST Ail 'OEEP ROOr (OR APPR()VEO EQUAL) TREE R.OOTal\RRIERS IN.A LINEAR FASHIONAOJACEITTTO THE HARD SURFACE. DO NOT ENCIRCLETR£E. SEEOETAIL ON 1H€ PWffiflG DETAILS.SHEET FOR INSTAllATIOl'l. AVAILABLE FROM: DEEP ROOT PA!,TNERS, i.J>. 61 LANGTON ST, SUITE 305 SAN FRANCISCO, CA;. 94103 PHONE: (800)456-7663 (415)34M700 FAX: (800)Z77-7fia (415)·437:9744 • . :· .• • . ···"· ·-·-· . "•.• AS-B 40' ' . ' ·.-; ' •.QF LU UJ 0::: I- .'JOB'tlO." •. •• .. ·Q2~f< • . •iSHEEl::·., ••·•••v," ... , ,: '' . . . . . , . . -Lc6•2· · . , . ._ .. • "C'O'.:··." •. •.• ' . , ·:"-:.'.$-'.:,:. :1SH~E,.;.-,, '"'""'••··· ''"'·· ' ' -,-,\ . ' ,·, ,.:;j' ' "' \ . ' ' . '. --'·' ' ' ... :.~-.;;-,, .. I I ... , . ' ' ·.';. ' I I I I I .. ' •• ' " I I I (, ''/' ! ! I ' I I ·. , .. y_;.,· /., ' ' ' ' ' : ' ' : ' ' ' ' "' : ' ' ' : : i i ' ' ' ' ' ' : : ' : \ : '¥ : ' : : ' ' ' ' \ ' ', ' I \ ' ' "' \ ' I \ \ I I \ \ \ \ ' \ \ \ \ ' I \ ' ' I \ \ \ \ \ I I ' ' \ \ I ' i ! \ •, \ I ' \ ' ' I \ I . \ \ ' \ \ ' \ I \ \ \ ' \ \ ' ' • ! \ \ , ,' ... I I / / ' \ / I I ! ' - y I ' I • \ , I \ . ,',',:,,::: . .... , .... , ··-.............. \ \ \ \ \ \ ::;, I. i . .1: :r ,•,." ' \ \ ', \ ' .. . -.-... •'• "'" .. '· ··, • -~-1 :, !' ' ::, ·,-_, 'i !>)' :,: TREE LEGEND rS-~c·c·.---·--~"eor---A-N-K:Al.--NA--ME-,-COMM---ON-.-.NAME-. -·-·.--• -~--------~---------------,.-,-.-,,-El0-X7 -36--c"-ElOX--,rDET--A-C7 ·._.,, ·' ; \ "' ' ! , ' PINW5 I-IALEPEN515 ALEFPOFfNE &TANDARD ISRANCHING s'.9' TAU. AND .3'-4' WIDE t:11N!MJM 3 . . PLATANJS RACEMOSA CAL""""'LA &YCAMORJ; COAST !.!VE 0.41<. . SCI-HNiJS MOL.LE CAl.lfQRNlA rEI FER TREE REFER TO THE PI.ANT~ NO'TE$ AND DETAU.5 ON T\.E FlANTfNG DETAtl.5 51-EET ANP Tl-le R.ANTfNG SFECJF!CAT!ONS 61-leET. CONrRACTOR.&HALJ... STAKE AU. TREES AND CONFIRM CLEARANCES FROM AL.I. WET 'AND DRY UTILITIES FRiOR TO PLANTING, -•• 1.AND6C.AFE ARCl-!ITECT &HAU. AF'FROVE AU. TREE$ PRIOR TO TfiEIR: INSTAI..LATION.. 5AO,I Rl-lJS I.ANCEA SELECTED FOR. Tl-lE PROJECT MU&T SE AF'FROVED !NDtvlDUAL.L -r.· APPROVAi. &HAU. CONSIST OF Va.JAL. IN$FECT!6N oi= TREES E!TI-IER 6Y FHOTOORAFI-I OR Vl&!T TO uRCUJ~ GRCUND&, CON'TRACT"OR 51-!AU. GIVE 48 HR$ NOTICE IF VISIT TO (!;RCUJING GROUNDS lo REGLJ!PB:>, TREE ROOT BARRIER NOTE: IT IS THE INTENT OFT;JESE DRAWINGS THAT NO TREE SHAU.BE PLACED Cl.OSER THAN 5'-<I" OF SIDEWALKS OR HAA0 SURFACES. WliERl:TREES ARE POSlTIONEO Wlllitt-l 5'-0' OF WALKS OR AAR0 SURFACES. BY THE LANOSCAPEARCHtlECT, lHEN Tl'lE CONTFACTOR SHAU. INSTALL "DEE? R001' (ORA!'PROVEO EQUAL} TREE ROOTSARRIEFIS IN A LINEAR FASHION ADJACENT TO THE HARD SURFACE. DO NOT ENCIRCLE TREE. SEE DETAIL ON THE PLANTING DETAILS SHEET FOR INSTAUATJON. AVAILABLE FROM: DEEP ROOT Pi\irnERS, LP. 81 lANGTO~ST.,SUITE305 SAN FRANCJSCO. Ck'~103 PHONE: (SO!lj'67666 (415) 347-STOO FAX; {800)2Tl-7668 (41SJ>l37-ll744 .. ' ' -_' ' '~ " ' . c.zj 0 Q 40' . .:. ' " ' -<i,'->: . .: .:~,t -.\i')\ -. ' '; 'c(_\ • ,;t:(}{;~:\:t 1,,:~ C . ,,. I ', ,\ " ,. ' ' ,' -,COATE; Fi;B~LJ~:7,\foo7 .·:JO!l'NO!-':- .. {'.:':~:-.. . .-, --., ' ' ' .. ' \ ·: . ' ' ; ,- \' ~ L. I -- ·:-.· ', ,-, . ~\:::' /":'; " .. ' . " '' ' ', / " ' f / _,..., .. ' ' _, i ,'/ .-i ' i .-' ./. / " -' .. ,- ' i ! I • 14"BOX ,.-_,. ' ' ' ' ,_,; ......... -- I ! , ... '24"ebx ' ----· " ,,, " - ·•· . .--14"eox . _ . ., " ,' ,' -- ./ ' ,, / ./ . . r/ ./ ,' ' • 24"~ . ·-" ., ', ·, -., i .,/ ' TREE LEGEND 5n-a90L SOT AN!CAL. NAME COMMON NAME REMARKS ·24" eox ¼''SOX ~ ' !..OW ~NCl-!ING 24" SOX $!ZE e!-lALL BE ':'l'-10' TALL AND • QJERCl,Je, .AGRIFOLIA COA&T l..lVE OAK S,'-4'. WIDE .f'.'!JN'IMUM .¾>".SOX 6JZE:S"4AlJ..SE 12'-14' TALL AND ' ,.; S '-7' uilt, f!INJMJf! REFER TO THE PLANTING NOTES AND DETAIi..& ON TI-E FLANT!Nca ciETAll:.5:~ AND 1'1-£ Pl.ANTING 5F.'ECl!=JCATl::>N5 ·~-··CONTRACTOR S!'tAJ..L. &TAKE ALL TREES·AND•CONi:=fF<:M Ci..EARANCES F'ROM 'A\:.L I.I.ET AND ORY LiTIL.trES·F'R~ TO FLANTiN&, - LAND6CAFE ARCl-!JTECT Sl-1.ALL AF'F'ROVE Al.L TREE6 FRIOF',! TO TI-EIR IN&TAW.ATION. ~ R!-ll.15 LA~ 5EI...ECTED FOR THE.FRO.Ecr MUST 6e A~ IND~ICXJAU.:r. AF'FRO...:AL 51-!AU.: CONSl&T OF V!SUAJ... INSPECTION OF TREE$ EITI-IER BY R-IOTQGRAPI-I OR· Vl&IT TO GRCU!ING G,RCUND&. CONT!=<ACTOR: SHALL GIVE 48 !-!RS NOT'CE !F Yl&rT TO GROJJfNG. a.ROUND& 15 REQJ!RED, TREE ROOT BARRIER NOTE: 17 ' fT IS rue INTEITT OflHESE DRAWINGS THAT NOlREE SHALL SE PIACED CLOSER THAN 5'-o· Of SIDEWALKS OR HARO SURFACES. WHERE TREES ARE POSITIONED WITHIN !'Ut OFWA!..K°S OR HAAD"SURFACES, BYlHE ! ' ,, ____________ , I -, ,' ~~s=~~::~~~A1:ii~~:!i~1~~u~;-~~~~:'~~:~~~~J:~~AIL ON THE PWITING OITAILS·SHEET FOR INSTALLATION. AVAILABLE FROM: DEEP ROOT PAATNERS, LP. 81 L»IGTON ST .• SUITE 305 S/\N FRANCJSCO, CA 94103 P~ONE: (800)458-7668 (415)347-9700 FAX: (600) 277-7668 {415) 4:lr.9744 ' -;_-: ;· ,,_ .:;::\)~~>:Jp· ' ,,,.,,,c·• """'·' .~---' '\·, _-. :-. -.:-.• • '"' ' DETAC C ,._- ". AS-B •••• ' ''-~·---• >' ' ·.•, ' _ _.,_, . [ : ib'·· ;, _.,;. " I 40' :;;('. .,,_: ·/\;. I'·. .,, ,-.. .it\%\\~\i'Si'-\S:3.· ' ·-' ,. ' ' -• ' . ' " ' I, V I V I • t•,_ • l '.\C•. . ., ::: •. I I I I I I ..,, .. , V r I I I ~, V ~~-'• ,.,,,. • ' . V ·. ,-·-._'. ___ ;;-:: . . . FE5 , V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V • V V ! V V FESMAR V V i v · • !' t . ,$0· ARCA1 r- • V /v V "' 1003 • MJHRM CJ$ Ima . 1010 IOOS ,oos v jO()b ' V t ' i V t V V t / .4 / _,, /., "' ✓ V "'. ·""' " .,-' • '.,i; 1\14 re~-14;;: . : . : . : , : . : _ : . ' • : i,~ .• -,:, '-" "' >o, ;, ..e, ,v _,,. "-' W s, -,, .,, ,,_/ -J, -,&, -;, -;, ,:, .,_, -,:, .,_ '>" >I, "-' ,.:,',',[,•~ V / V V '· SOPPEP ~5 NOTES ,, -· • T~ .. -~ Al-D l'E>AI...Lk:IN l"WS sco •, ).~; ~-. . SCODED<tt.ff AYAU>Si.E l'ROl1 PACIFC $OD. :;e:~3027 Cf<!~ EQLAI ... , .. ,, .. ' . ·,.. . • . ' FOR <::><X.tJEL>· AREA TO Ee._ LAND5c:APeD, TI-IE Fal..J..OJJINGc ~ &I-IAL.i;:SE:UHF.0Fa'1l...'!'. EIROACCAe.T ,AND ~ Y N::ORf.'C'RA'JE) 6Y ~·:olr A·ROfOTUJ:R.'CR ~TOA CEPlr-1 NO l.l:$S.T!-t<l,N.'!il',. ~:-~-\'.\i· . '·. ·:,::~,--,', :·.· ... _.-._ ,- . ' ,,,,.•--,, . . ' "\'. · .. AM2.NHffiR .!O??·fO I ARE· i=atr :: ... ... ,:,·,.,,:,,, ... :, ... ,'. . ,..:·•.-.... , ,_ . 3 CU.. 'l'l:l$;,OI= C:fi!~,rc WL ~ AS DEFtEC> IN ~:,P!;.ANTN:!, NOrE ~--e;et_•!;,:& J'llCI.I-A.V4l:j4,SU:·FRCM-... ~'i'.~:,,·,, ... _ ... , AGl.i~\~IL•·· c;oi-'pAili'.'~, ni.i) 700:~, OR ~EQII\I , -,-••-~··, 71.fiS; ·f@-:~961J1'1,.&1LFATE (~)· • 4 1-BS,."!Rlf"I.E ~T!:::(o.-15-0) ·. '·;'• :., . " ,: . ', TIBEAP'ifr;M,µ GR4PtN'ii -: , AF!!:R-'fuL,~ARAr0N ~·-~rAel;ISf--M:Nt OF FNI\L ~- ~Y-6MC011-l ALL ~;.TO. eE PLANTED~ Fi:QLL, AND·RAKE: ALL~ .TC>,E><P06E Wa2'i.:b,.k£Wi::;NS_ OR-SJ;lf'ACI:. ~Irie$, ~,.M,~~-e'(;i:::il.N::R'lf~AT!\IE. ,50!::SMAU...ee:· l.OOel:f,:~ll\SI.E Al-0 HOJ5T:F.13~(TO LATIN(;, Of' "!\RF. ~1:J:{~ IN&TAlJ.AT~:i~ 1. LATi'iij;isr s~p Of' S00:·5LA95-:~ A &TRAk:'iMT L~ us.e A'.S;Rlf6:N ~ -~'o&·; BUTT-JONI"&: TIGl-ffi. T,.DO: NOT ~ E:O<:="&: • ON ·sei:::oND: _&-~IF> • .&-TACiGER,;JC>INTS MT ' AS,•:IN!LATIN6 111\&CNR'(;<o:uee:-A~ KNli= TO aJT·600 TO Ff[·.~,-1:DCc&. SPF.:l'll<U:R i-EAP&; 5TC. LAY" 600 IN·ONe: Dl\~EC\)::;t•l"et.a.Y. .~:-':,'/"' •. -• : :,-:._:,,:,:" • ;:·; ... :l'",,_ .i,-~·~1r~~~~-~~~-Lk;1ffi}1·· TO,'F.REVENT DRi"NG., • ~,TO. LAY, S<X>. AT-0 WATEI'! *~~~Y~lc-~T1~J;~~~~•f5 '.COHREIE _ 3. ~'!:AYIJ'.,t;',ed:>, ~)i.:cl.TLY Ti::>"!eLIMNA1E ~rrE& ANO:·-TO'F0!<:11 a.:::>cv ,cotfr,I\CT.'~ 5= AM> $OIL AVOP f,EAli,y:-~cOR EXC&,SM;'NfrJAL;; WAn.RINGc_ iu:tlCI--I .HAY CAI.lea-~-MARK&2:t •. • ,·-c:"'"· • • - 4. uiitJ'.:;·~.,.. ~;2ai~il·,w:~ -~,1,:.S\~1.. 'Si'l::::UI.D:e.:_MOl&TEt-Ei:i ;,~:r:~Tia· .. ~:i::eEP.,:'REFEAT . WATERNG.-AT· t.f'("-,1 ll•AQC!N!ERYALS',TO, KEEe sec HOle>T,·AT ALL ~~-\~~~-:Z$T~~~ ~i:~<,':'-~L"Ff"l/::~~~.i,{O:::,-,;: ' • ,:,~:;:C•. ···"''-··· "· ,,._ .• , .. , .... ,,.. ' , ....... ,. :>. AtliolJNSIK:t ElCPU I Y E$T.la.;1$1ED sec &HAU..,BE·~ •. ··ANQ:NEW SOC>':1:AIO to n:e:SATSFACTl?N Of'',THS"Cll'.M:R's • 1:f,\-J:~a-!tATJ<rc. ,_:/\'.:·,'·'·. ' ,_.. .. <.'.'.',:. ·,. • • \•" ,,,._ "' ' .: ~-"/:,.. -~~= ... "'"' ,,, .., "'"' "'.,,"'"" "'"'"' ... "'"' "'"'"',,,.,, ... "' ...... ,,, ... ,,, ~ '•,.; µ:rpRQf,ffpfp T1JRl-6RA&5 NOTES V l3,.6UFiELD MIX 2-A AVALASl:.E ~;- AGRCN0-1EC' S5ED COMP.ANT' F'l--lCt,IE,·(W1).b74-063a -a;i: APF'ROYED EG:!JAL. I, &C,IRF'r'-SOIL TO~ OF OI-E--l4AI.F NCI-E5 (t12'). 2, 24 ~ ~~ 10· TI--E AFFLlCATION OF SBD, F:!R1:;;,.11re TO A HNHJl•l"CEF'IH'(:)F f'CU< NCMES (4'). • • .3, eueMir' TO CUlNli:R -~ ~ AA0-1JreCl'5 INSPECTION• t. 2.C>z. SAMF'LE 'Cf'.EAO-! SPECE-&wm-i CERti'l::::.Are LAB- RE .OR; .a!-ICWINGr-P/<;,',Of'EA0-11',F'S::E&: &a:D &!-4All. NOr ~-~, ~.rJ~N't'.'f~ otp. . . 2. PACKNGrltlaf'vatt _f;lECEIF.1';·5EED._TAa6 ~ l1--e CAU=ORNIA:{'OCO•,;NO:.Ai:!.Rl,:;:l.lL:TI.RAL.CCCS. 4. APPLtATIOf,rSl"'ECIFICAt~ ~ n-£·~ eu.rRl' 5H<1L.L !-!AVE ·TME·f'OU.O,ONG:Sf'El:::!=ICATii::Ns FER~' ~ ... . . 2.000.U:!&. ~.,IICRE ~ WOOD Fl6ER ~-OR 'ECO--!'EIER·"OR' M 141 ) e!NCER, .. , B-<'(~:BkJER AT 40-!60 LBS. f"ER ~ Dl:F'l=ND~ QN:DEGREE Of' 51.C'F'a •---••~--~-~--'"•-•'--"" ,c.,, .. __ , • st~ l'ER'Tt.lZER'(IS-&l&)-AT-400 LBS. f"ER ACRE. ~~-i£'ADDttt:lN41.:aa-ENTS :A&~ SY .SOL' TEST. ee:om,RATE: . _ 8 t:Ei$ •. ~ \,000 SQ. FT. :>. Po&T seiim &f"SCIFk:.I\Tk:::te• \I.II\~' . ~-r.;ADSZO,ie,r,bSTI.RE ,:a ~NAre,SEED. It 5_ ~Tl'o,'li(~T :n,e:·&EEi;eED. eE;i<E"'T· HOST ALL DAY ~•~NATJCti AYOID' EXCES6tv1:· WATERING UJ.IDI c.<IN CALl&E FU:::OLING. "9'.~~k~~~:~~":4g~-~A'. ~~~~:~~T~~--=~· FLANTtlat.'tl--E,&e:O, .. •• . , ... • ❖ ....-', ....... . IIES FRU 25 MUI< RM V I :~PRO ,,, ·---~---... --------..... -V --... V - V V ' . . ' ---~ • :....;_-,. -:-:-7"" --· . ·_,-,,'. '-., . . .. .-. -, ' -' . . C, .. , .. / ' . ,. ' / .··'-------✓ ..... -... ' °'° ---· ·-.. "' •• -,._ " --.......... __,., .. ., .. ,,, ------... V V V V V V "' i V V r ' r V V V • .,. ......._"' "' V "'~,"' • • V V "' ..,, • -,,\'." .... /fo .... _ ', • .-.,.,-.. , "' .... ':-;•;·..;.. /'-,; ·, ·._ ..,_ ' : ::;,_ -: .:.~_;.: ,. -·-..., ;-"_ ~ -·\' _'-:: :_ -:,, ·"' ',~:., ,,, .... "' ::;· ,,{·---·,,,_ V V V ,,, .i ... .,,_ • ,{_: "' "' ,/4 ,,, 2SO ROS FRO MULCH NOTE: RO ' ' ! MUl<RM R05FRO '\:, > •• , . .. _-. "·. 2. WITHIN THREE (3) WEEKS OF.'AWAfID!f¼.G:81D, CONTRACTOR SHALL SUPPLY-.C0NFiRMAtlON ON. NURSERY LETTERHEAD TO THE OWNER'rHAT PLANTS ARE i:ITHER : • ".· --.-,-' A) AVAILABLE AND WILL CQfrriNi:JD TO BE AVAltABLE AT TIME OF PLANT INSTALLAT!0N·-·· ~,' AND/OR •, ', ·, ' -.. , .. ,: . ' ... ' BJ CONTRACT TO GROW SHRUBSf GRASSES HAS BEEN EXECUTED. • --. -. ·:.-<; 3. IF PLANTS ARE TO BE CONTRACT GROWN, C0N!RACTOR S_HALL ALSO ~UP.Pl YON NiJ.~$g~v-lE}TER!'j~_o TO THE OWNER, THAT THE PLANTS,'·AND.THESlZESiSl?ECIFIED, WILL BE A ilAftABLE'FOR PtANTiNG.A-T T1°MEIOE'PLANT INST ALLAT1ci'llt "toNTRActbff SHAtt·ALLoW-AriEauATE TIME TO CONTRACT GROW P(A~i'SIGRASSE$:,: I NOTE: THAT.PLANT INSTALLATION SHALL OCCUR WITHIN THE TIME FRAME TO'c6NSTRU'CtTH'E PARi<'AS OUTLINED IN THE S,PEi::IF!CAT!ONS. e1e5 EU] ER U&T• CONlRACTOR SHAU. AU.CW FOR -™E FOU:cwiNG Sl--lRIJSS·TO BE SPOTTED BY Tl-lE ~~¢~~f~t&~~u~ CREDITED TO Tl-IE Cl.iNER. ,QTY. SIZE BOTANl:::AL NAME . ' i J$O !GAL ARCTo&TAFH'l'LO& 'FAclFIC Ml&T' . "' I GAL FE& T\JCA MA!REI MULCH ALL IJINDSC/\Pl!AREAS {EXCEPT HYOROSEED AREAS) WITH A 2• I.AYER MiNIMUM OF FORESTFL.OOl'I (0'·2'1, AS liwlUfACTI/REO BY GR!'BIWAYS ENVIRONMENTAL OR APPROVED EQUAL. "° IGAL MIRENSERGIA 'REG,lJ..);11;,'f ·• . '' •·, • GREENWA 'is ENVIRONMEtITAI. PHONE:'(949~1 -FAX: (949~5:2 ,., •.... 60 I GAi.. MUH~IA RIGEN:;>,': • ,_ .... , . ' .. ,c·:,,-•,,. • .., ... _.,.,. ' ... _:,~ !GAL ~MARINU&· OFF!CINAL$• ..... ' • ' . . :.' .• •. ... ,.•,Tl.I&'-:-'..;,~~• ... . • " .. . ,0 :0 GAJ u.e&TR:ING~ FRUTICOG'A - : 'MORN~ LIGHT' . • . Sf-lRUB AND GROUNDCOV ER LEGEND 1',::20 ·:,. RHA1'1NU&2CALIFORN!CA"::, .,_ • ., .. . . 'EVE .CASE' -·-·_'· ' S'fM60!. SIZE BOT ANi:::AL NAME , COMMON NAME ePACINC:s >JE!Gri-IT • IC.Al ARc1'05TAPl-fT1.05 'PACIFIC M15T' PACIFIC Mi5T MANZANITA 2'-0" o.c. --.i6' . ,. __ Cl&TU& H'l'SRIDUS . 'LiJl.llTE-ROCKROSE &'-0" o.c. 3'"to 4 ' I GAi. FESTIJCA MAIRE! ATl.ASFESCUE 2'-0" o.c. 2' to 3' '.1810 MUHLf::NBERC::.!A °REGAL MIST' F;E'.GAL l"ii&T MUHL.Fr 2'-0" o.c. ., 10'10 f'>ROSTRA1E ROSEMARY 2'-o" o.c. • ---,_ 10 COA.6T ROSEMARY 4'-o" o.c. . . . I 40' -•,; ' j. i'• ){~;iitt\t}:,{/: > . . ' "' ' ·I :--..... " i ' -,•, ( -\: .. • ' -.. .-,. 1 L-7·' -1·· , ·, ' . ·, '' ' ... _. " ' .:-;/_,{!(<,. .-l· " 1000 ' , ,, ' :. \ ·... ,, ' " , ' ", - i. ·: '· ~ ' ,, . " .. ,. ...... '·. '" .. • I I •• ········· ........ ····· I I I • ''' ............... :.-:---:-:-::-:-:..-.--.-------:.-.·.·.· .. ·:· :::-::.:.::}:// :.:o:_>i)f:)··· ..... "' I •• , ','!•,-:,- .,, •. • i • .. ,~~ ·;;.:_·~' 1' ":'-' · · '.'' ·:: ':'' /:' . :-::1_ • .. " • , , ,_ ,,_,,, j , , . • • ., . ·::.::',-,:.:,:·-£~.,.,:/.::/ .,, "' ' .... , . ,.. .. ,_ .. ' -'· "'loOf .)003..., IC04 • • .... . .... ,1004 ·-~ • ---~"'°"""'--'--"' ""°' " ... , -······ ... . .. ·- , ' ,, ,,., 'i!'► ti !) , , .ko&FRO IOOQ I , ' f'tUl-1 RM ' •-· ,. " SI-IRUB AND GROUNDC OVER LEGEND SYMSOL arr, 0 IS SlO 2 .. 0 10 00 BOTANICAL NAME s GAL AG.AYE 'eLUE FLAME' I GAL ANIGOZANTHO& 'HARMONY' I GAL ARCT05TAFH'rl.O& 'FACIFIC MIST' 15 GAL l-!E1'EROMELE5 AREUT!FOLIA I GAL ISGAL s GAL I GAL s GAL S GAL M.JI.JLENSERGIA 'RE(;l'AL MIST' PRUNUS CAROLINIANA 'sRk:..-!T 'N TIGHT' R/.IAMMJ& CAl.JFOR:NICA 'EYE CA5E' ROSMAR.1Nt.1$ OFFICINAU5 'FRoSTF!An.15' UA:6TR!NG,IA FRUTICOSA 'MoRN!NG L.IGHT' IJ.e5TR!NGIA FRUTIC06A 'MoRNNG LIGI-IT' COMMON NAME 5FACIN6 'l:-EIGl4T SWE FLAME AGAVE FER PLAN KANGAROO PA!JJ6 FER PLAN FACFIC MIST MANZANITA :2'-o" o.c; TOYON FER PLAN 6' to to' REGAL MIST MUl41..EY 2'-0" o.c, CAROLINA LAUREL CHERRY FER PLAN . a' to IQ' b' to 8' 3-'-0" o.c. a' to 10' s' F'RO$TRATE ROSEMARY 2'-0" O.C, ,. COAST R06EMARY FER:P!.AN COAST R06S"\ART 4'-0" o.c. REFER TO 'Tl-IE: PLANTING NOTES AND DETAILS ON Tl-lE PLANTING DETA!L.5 Si-ET AND Tl-IE FUi.NTING eFECIFICATION& 51-lEET. 2& BU& JAP QJANTrrYr"\@ f'ASBREVLATION ' ' / . , . , , ' , ::·,_ --~--' ,I ·············-...... ·.•~· " ---" MULCH NOTE: MULCH All LANDSCAPE AREAS (EXCEF'T HYOROSEED AREAS) WITH A.Z' LAYER MINIMUM Of FOREST FLOOR (O•·n A.S W\NUFA.CTURED BY GREE~A.YS ENVIRONMENTA.L OR Af'PROVEO rnUAl.. GREENWA.YS ENVIRONMENTAL PHONE, (949)-380-8301 Ff<k (949)-380-8352 SOI?PFP TURFGRA$6 NOTES T~ set:, 'AND fEi'.¥WON Fl,.u,:; SCP ~~.,~~~~~5j2?· .sqf-.;,tet:&19.Ts • • ,.·• FOR &6ti:ieo .. ~ To es:~, T!-E FCl.l.CIJ.INGI ~: SHAU.; ee,l,N~Y ~T· AND TI-IORCOG!-L Y Neo,;@ORATED· BY ~ OF ·A RO"fOTu.a;i! ~ EGU<lL TO A D1=P11-! NO U:£,6 tJ.W.I s·· · ~; AmlNI EBs ICCQ %/_:ASE "':El: ' " l-l'tPF!9$EEPFP TURFGRA56 NOTES IMI.J..FE..OMC>(:M B,11,!J.FEU') Mtx 2-A AVALASL.E ~ AGROl'IO-TEC SEED COHPAN'r ~' ra&J>.bT4:.0M?e OR~ EG1IAJ... .. ; :· . ,,. I. ec;.IIRFT" 001.. TO c:e:'n.! OF OI-IE+W..I' i-OE$ (11.?'j;. 2. U ~ FR:~ TO 11-E APPLICATION C4': SEED, f!RKiA"IE TO A HtlMJ-1 c:ePIJ.I OF FQlR NCI-E$ (4'), :, .' • .• : . . . . 3-~~~~:e~~~~~~4-' t:S ..::Rl ·.SMc:UIING P/G·OF."E~Cl·U lFS'.:15!;) feJ:> $MALL:· 2 =~~~~.;~·~·TI€ ... • • 4.Aff'L~~~~~~~~ 51-<AlJ... I-IAVE TJ.E l'c:t.i.CWIN:::i SA:CIFICATIONS·f"l=Fl' ACRE' ,u,c;,, 2poo I.BS.~ ACRE JOo;:;l% WOCO FIBER (CON.LED OR ECO-F~ OR E<:2W.}, """"' ENVRON-1-END BINDER AT 40-~ I.BS, FER~ PEf"S-IDING, CN ~ OF 51..0FE. ~: ~tz!=R, STPRTERFERTLIZER (1&-l!.',-5) AT 400 LB6, f'ER ACFi!=- ~"IE\ADC>ITIC'NAL El.El'ENl"S t,,e, t-eEPED BY WL "15:=:T, $ESDNG.'R;Ari;:, s 1..13$;, FER ipoo sa. Ft. ' ' J" 40' : ~ ,. " :: -, >· ,, ·-· '-," ;;-.. ''•" ~, ''(;,, ... ... ' . DAi:E\:··. FEBRUARY 7, 200~ .JOB N,O. -. • •• . oi:O)s': . ' -:·_oF_- " ' _, ,_: . '•• . :-~;_,," ''•••,' ~-. \',,".' .,, " "· ' ' I . ,.:., ' • I I I ., I -~ ' "',i ' : . ' ' :• ' ,: I ,, . __t_ • ':' • ..,, : : "' 1" : . ' • 'Y : . + ' : . ' ' ' ' \ ,. ' ' •' : : .... : •' ' :, ' ' *I ! "' ' •: ' % : "' \ lt-: . ' . : ,, "' ',, ' . ·,·-~, ,:, .• ' " i I . I • ' ' l ; , ' ' , ' ' .. -·-· "".. ·-.... _ --·. ~'-.., . -~-.. -""";--..: . , ,' . • .,.: . ~ < ~:.;~.>\, .. .•. ' ' ' ~, ,: .. : ... ' ' .. ' : \,' :, .. ; .• : ·- ' ' , ,~ .. ' . \ , .. :-'' • ' ' " \. ... . ..___, ·--~ "' "' ' ' , ' . .•,,- ' " ' " , ' ' ' l -- . ' .. \,., "'.' ' ', MU!-I RM ·CIS HYB. • 51--iR UB A ND GROUN[)COYER LEGEND • S'rMSOL QTY. SIZE SOTAN!CAL NAME COMMON NAME HEK:sl4T OGAL c15:rus, 1-rl'.eR!DUS -WI-HTE RQCl<ROSE &'-o" o.c.. 4' toe/ 1100 IGAL MUl-ll.ENSERG!A °REGAL Ml&T' REGAL ·Mts,T H.J!elLEY ;z'-o" o.c, BO u.e'TRINGIA A-!ilTICOSA • 'MdRNtNG LIGI-IT' COAST ROSEMARY 4'-0" o.c. REf'ER TO THE PLANTING NOTE& AND D!:fAIL$ ON ,:HE PlANTiNG CETAl.& SHEET AND TI4E PLANTING SFE¢,IFK;AT~ &I-Er. QJANTITYr'\@ .. f'AeREYIAT°"" ' • 2S sue, JAP ,$1ZE\..J_1 ' . -• Ci& HYS MULCH NOTE: MULCH All LANDSCAJ'E AREAS (EXCEPT Kl'OROSEEO AAE/1$) WITH A? lAYER MINIMUM OF FOREST FLOOR (0'-2"), AS WJll/fACTlJREOSY GREEtlWAYS l:IMRONMENTAL OR APPROVED EQUAL , GREENWAY$ E~!lONMENTAL PHONE, (949)-380-8301 FAX: (949}380.s352 ""PPFP iURf'G,RA65 NOJE& TFuREEN 6CO ~ l'"EOALLION FUJe>oOD .e,c,c:,c;ep ~ AVAueu: !'R0!"1 PACFK:-800. • 'F'I-IOtE•·<eoo).1h2•3<:m CR~ FQLAL SOL ~ Fdf.: ~•iiffA TO eE ~:-'ti-E: ~-~ eMALI., eE· ~ Y BRO~T.''ANP:ll-lORO.JGl-lL. 'T' ~,a::, eY i-EANS ·~-A· FlOTOTt..l.ER"OR<E<::llAL:'TO A DB"'Tl-1 N0'-1£55 Tl-!,l,N a . INCI-E&,..·;·,. • '·,::· • I-IXPf?t1f,ffpf;p '!\JRFG&<\$& NQj:E5 6.WJ'BD MIX :i.... 9,;:l,U.fEl..P Ml><: 7-A I. SCARFY $0L To·oe'!TH OF~ NO-ES (lf.l'}, ' . . . ... ,_ .. ,. . . ' ' ' . .-2 24 i-lO.IR5:'~IOFl: :tO:fM: AF.'f'!:l:;Atic:N OF SEID, !RRIG'ATE TOAMINHll':10EP.Tlf OFFa.RN::".I-E&(4'). • -· • :al, SUBM!l;Jb'~i~-~ 'ARC>,!rra:;r'S ~ICN• I, -1 -0Z>~ot:EAd--l ,&ff:CEe Wlfl.l CERTFl:::Art1:L.Ae @...~~~~~ ~ eFECes. sec~ 2 PACK~'IY'ER"i·. ~-eet> T;:I.G5 F'l=Fi! T\-E. : c.AI...IFORNIA.FOCO•AM:>.-~Tr.R,llJ.. COOE. - 4 .. APF'IX:ATION SPECFci·h::JtS:~:-TME ~ &J.lRY ,. 51-W.L· MA\11:::· 'M: FCtl:a!JNC'..~FICATk':»e -Fl'R t,CREO'; HLC1-i,, ~,C00.1..e6.. F"eF<: ACRE !00% fil'ZP l'ea:! (CONJ.ED OR ECO-FEER OR\~- eJlstt:)ER-.-. !:NY~ e~ AT :.0-lhO LBS. PER ACl'iE ~ ON OEGoREE:·OF 6WF'E.. FR&f:'I.ANtFa<!tl.tze;!;, STAR!e'i? Fa<!TIL!Zl:R (1$-1$-1&)_.AT 400 LBS. PER ~ ~TE ACOIT~ ELe--et,rrs.· M> Nii£DED BY $0!.. TEST. SEEO!lsl::!s-l'MTE' a LBS.~ \090 ea.. Ff. 5 .. POST sea::,m$F'ECFICATION5• UJA'JERN:r,, AF'P!.:r AC£G:l.l,<lilt:: H01$T\ff TO ~NATE sec. IT 1$ ~T~T~~~ ~:.,~~~CAN ~~- u.ee:,$, . ·-. ... . ' ~Nfi>O~~:~~t.-1~~ FOR :AT_ MAKlFAC1U.:£R'~ATl::lN-'l'Cf,!'USE•ON TI-IE~; AU 1/S:O.'~eAT!ON 5M.AI.I... ae:.·~ Sf.rQRS: ' PLANTm·.~SEED-;' . •. " .-,, .. '. AS- 40' ,--:,' .. ' ,:L . .'.' ,\,:·.' •;.;_;,_ -'., . ·,:_y;r .,,, . ,,, •. _ _._,,. . ·, .- ;.1~{'.;\~;~t?;~r:, ~,." ', " ,, • '-------1 , OJI.TE FEBRU'AR'i: 'i,;-2007 J_OB!:'10: ·02::ojS\ _ (SHEETS ' ' ___ , .. "·"" ' ' ' ' • ' ' j ;{ ' / '' ' / I ! / ... '' ' ' ' ' " ,_ ,. " ' . p· ·•: .. ' . : .. , ERIGRA · ,:.~::;>\ltiit . ., .. -:@1b/<i~j ~M -;. .1,-,_ I;" .. , " _3810 GAR PAN 3 ARC HM MUI< RK> ,' / , AGAS!-IA ./ / - ' '·., ' "·' •\j ',~ ---·-·· < "'-i· ! I i ' ARC ',·. ARC J.IM ~ ERl<!'.=rR:A I G ENC CAL '-, ,, ' " " ' • '· ,.; . cARRAN . ,',." • . " •· ,,,:,,.. ···-·----- I i / ARCH ' , ' ' " \ \ ·:t -··· ;:,-· / " ,,,. ' ' ' , ARC HM 220 /Jfi:CFM I G $AL CLE .. -•·•· -•c ••' ~---•··••--~• -•~ •. ·--~ ,, ·····--·-·· ' "\ ":\ ,, .,., --·" . f7S ERi GRA SAL CLE ENC CAL " ' • ' i ' ! I ERIGRA • . ' . . .: .. :, .• SHRUB AND GROUNPCOVER LEGEND SYMBOL QTY, $\ZE 25 !GAL FUJG,$ !ITO I GAL 20 5 GAL !OS ·1 GAL E:OTANICAL NAME ARCTOSTAFI-IYLO& DENSIFLORA '1-lb.iJARb MCMINN' ARCTO$TAFI./YL05 'FAC!flC M1$T' CARE>< FANSA C::Ucil.E'r A FUL. YERUI...ENT A ENCELIA CAL!FORN!CA RH.JS !NTEGR!FOLIA SALVIA Cl.EYEl.ANDII COMMON NAME MC MINN MANZANlr A PACIFIC MIST MANZANITA CALIFORNIA MEADCW SEDGE C!-IA.I...K Dl.lDI...EY A COA&T SUNF!..CWER RED SlJCl<IJJl-!E,,,l, T LEMONADESERRY CJ..EYEI.AND SAGE 'ALLEN CMICKERING' 'ALI.EN Cl-llC~ING' G'-0" O.C. 2'-0" o.c., 3'-0" o.c. e," o.c. 2'-6" 0,C, 2'-0" o.c.. 2'-t>" o.c. FER.FLAN <~'-0" o.c. REl"ER TOT~ PLANTING-NOTES AND DETAILS ON Tl-IE FL.ANTING DETAILS SHEET AND THE Pl.ANTING 5FECIFICAT!ON5 s.ET. G!JANTl!Yr'\@ f'A66REV"TION 25 eu5-JAP 3_'._fu_ 4' ,, ,. ,. "i"ro 4" Ii" 4' 1011 to 12" 2' to 3' 3' to.10' 3'to.lO' &IZE\._../ I MULCH NOTE: • 1 MULCH ALL LANDSCAPE AREAS (EXCEPT HYDROSEED AAEAS) WITH A 2" LAYER MINIMUM OF FOREST FLOOR (0'·2"), ' " ' l40 ,.,_,L AS MANUFACTURED BY GREENWAY$ ENl/lRONMEITTAI. ORAPPl<OVED EQUAL • GREENWAY$ ENVIRONMENTAL PHONE: (949}.ao-a301 F~ (949}380-8352 . ·. ·, ... ' " " '' ., • '',; .;~':c,':. '' l -' •. -::.,'.,",~: . ,, :-,.-- \;_',, '' .. ' . ' ' ,'\:.'~ i\\. ;-;<, :::.:.·· \", ,, :=\;::-, ' ... ' ..._ . " ' ' ' . , ... _ .... '•· . ,(~{{$.!I?i~~·t;,;:::;:. ' ' ' : : ,, ::~;; iOF " ' DATE·· FEBRUk\-,7,, 2007 JOB:!°l:',X•:'. 02:035'., SBEET •. ·, ,., ,I"· • ·,;"·•,,::,,,::-.. ,: . •' '_-;' .(.~<i,·}.SHEETS•:,_,, " "'·· ~ENEl;U\L PLANT I NG NOTES ' t:r:1~f ~i~~~?:E~~~~l~~l~~~~t~~~~~~!~0~~VISOR ON COMPLETioN OF P·1cK-UPWORK. AL(:EMP.T'f,BAGGED AMENDMENTS, F"ERTiuZERs, SEEDS, ETC. USED ON}'RoJECT,SHALL STAY ON SITE IN A NEAT, t:~EAN ANQ ORDERLY MANNEF(OWIL ;1:1~AL APPROVAL BY • -~~~CJ;~T~R;~~I~~~ ~~t1~~~~~!fJ~·~J~:t:i:~Gs~r~:,c~~~ic : t:JS_tS:~HALL BE PROVIDED TO VE~lFY fU~~/~~EJ?:OUANTITIES. ANY . ::~~~r:1r;;~i~~OR~~~~~i~J;l~HE'JOB SITE SHALL BE. '' .;2/rl:iE CQNTRACTOR SHALL vER1PiAILL. PlAN:tMATERIAL QUANTITIES :· iF.f~-ibFtto 1NsfA1.1Ai!bN. PLAttf M~1ER1A~-'~U.A.Nt1t1Es: LISTED FOR ,•'CONVENIENCE OF CONTRA.CTOR ... ACTUAL NUMBER OF SYMBOLS .. _.'SHALL.-HAve pR.1bR!TY ovER aliANi11)':bESiGNA;-r:ED. (NO ADDITIONAL . ,-:-CoMF1ENSAtlbN.SHALL BE PROVIDED.) .' · •. • • ':i r~ECONTRACTOR SHALL FU~~-iiH AND .PAi 'FoR All CONTAINER ·.GROWN TREES, SHRUBS AND VlNES'.· lNCLUbitilG SEE.DE□ AND :so□DED TURF' HYDROMULCHES.AfliQ· FLATTED. GR.oUNDCOVERS. THE g~~I~~~~ ~~~~~~~~ ::E~sE:illr1~ 1 ~·~ti1~:¢;:g~:A~L~~~~G , ,MATERIALS; THE STAKING AND o'tiY1Nt3 OF TREES.AND THE , CONTINUOUS PROTECTION OF All PLANt"MATER"!.I\LS UPON THEIR ARRIVAL AT THE SITE. 4. GROUNDCOVER PLANTING GROUNDCOVER PLANTING SHALL BE AS SHOWN ON PLAN UNLESS OTHER-WISE NOTED. SEE DETAIL' ·:A:& B' tHiS' SHEET FOR FLATTED GROUND COVER PLANTING .• 5. PLANT MATERIAL ALL PLANT MATERIAL SHALL BE SUBJECT TO -APPROVAL BY THE LANDSCAPE ARCHITECT ANO/OR OWNER PRiOR TO INSTALLATION. 6. BOXED TREES ALL BOXED TREES SHALL BE SELECTED AND SPOTTED BY THE lANO'SCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 1. v1~ES. NOT.USED 8."U~AB H1NG-ALL SOILS WHERE.THE SOIL SALINllY IS GREATER THAN 3 M!LUMHO/CM SHALL BE PRELEACHED PRIOR TO PLANTING. \'-•:AFTER TREE PL:AN.TiNa.:PITs HAVE BEEN EXCAV.ATEO,.,A.ND PRIORTQ;THE \'.. INSTALLATION OF -TREESf fHE PLANTING PITS SHALl;:BE LEACHED Eh( /,';\ FILLING PITS 112'FciLt:. .WiJH GOOD QUALITY WATER Af-iD'AtLi::iwT6-bR.A1N \:: · CO.MPLETEL Y PR1bR 'Tb:f.''i.ANTING. ·; •••• ~ ~ •. . ~ . • ·:: ~--AFTER THE IRRIGATIO~/j$ lNSTALLED:AND PRIOR TO i-Hff'lANflNG' OF • i :-: SHRUBS AND GROuNti--Cbv'ER, 'r'HE PiANTING AREA sHAilL BE LEACHED ... i so·THAT A MJN.IMLIM 0 "!5.1_6~ OF Go:OD QUALITY wATEFf~AS:SE~'THROUGH < ~.: SOil PROFILE 'BEYOi':JDi ROOT ZONE, PRIOR TO LEACHING/PLANT PITS ' • :: ~ .. ·sHALLBE DUGL::EA.ViNC3:SPotLS:1N'THE·P1Ts·. ·t:EACHiNG-'i"RRiGAT10N •• ,.,_ .. ,•,·••-•.", ,..... ··'····· .'. '.. SHALL BE.PROGRAMMED TO AVOID:EROSION/RUN:OFF, '. _ .. ·.: f AFTER LEAc.Hr~~i~1:*,i ~i~MMo~;(i~iiuLFATE,:<21 ,q-oJ •At'5,pouNDs PER •. /1,oOOSQUARE;F.EEf:-i.i:\/ ... •::,-..:\·'.: : .. :, -...,. ··,.' ... :.. ..,.·. ; ·" .,-.... ,._.,,,-.. ,,,. ,..._. ,,., .... , ... ,., ···, ' i: .. 9., S01L AMENGii-it~m·s;~FERTIUZER'S.'&~'SOII:. coNEiiTl0N"ERs ·,; l J;: . .-: .. ". THE SOIL AMENDMENTS·SPEClEIED1BELOW ARE' E0RBJDDING.AND ' .,, •. ' .. ·•--·'"•·~-,.,.. ··-••,·· ... · . ' ....... , ... , ....... ,,.., .... ·'· '.-',l' INST ALLA TlON.'c:JHEiOWNER..SHALl::i PROVIDE ANQ:.F;'l.-,Y,ifOR;l'.f:IE;INITAL • ~ f f!~ip~ A~.RoN_9ti{t~!:i~R9AT.1:!;{Qi0,,:4fi\Af>PRovEo:.s.91Ls,'c~-~~f9.~Y-AND i: ~' '.ADDITIONAL::seEClflCA]fON&MAYBE. P~OVIDEO,BY:11HE?l.:ANOS£ARE.: . • • 0 k~1RCHITECT R~\Qff't~' 1N_~T-~tAfJPR q~.'PG\Nt:f0A,'lt~'Ri~ll~1)\N't/•(;\,; •. '-'M001F!CAT!Oi-t11:0:THE'BEL:OW SPECIFJCATlON MUST.·BEclN \IVR(TIJ;,IG FROM : . ·'·THE· OWNER,0R'llANoS:cAPE ·ARC1;11rECT _ AT THE ·oiRe'Gt10N·OF~1:HE • • j :\;'OWNER o'R"LiriibS.0Mt~RCHtf~Gt~\.t/;{E,coNtRACT:$~SA&lt $HA1± . ~ /-}pROV.tDEAbQfi:iQNA6'~01lS. ACi~ON dM,'i'."TESTtNCf °A.Q£!1f(6'i-i41} S§lltis. . . ~ ·(:AGRbNOMY.'.tEST1):.f(i SHALt BE}PAfD'.fbREiY TH·E:·cOtiliRA:QfbR.ANtfSHAtl . ·: ~~:Bfb6LLEcTEtf1NjffE'.MANNEFtA~:tiEi=iNEo· 1N THE ·S!?ECIFi'!C;tiii.Of.ls~ .• • --~ i .. :;'~· .. ·:,',·,~e'/(,\::\>S~"\::.,. •• . .-,!_;~::\;·-'.;:;-·. ·:-,\·:r:c:; '-·.· • ,. ,!OCFlATAREAS/AND:St0F'ESLESS:JHAN3:1 _ .· .:.,_,·,,,,. •. ·. :.f .OR AREA TO:SE;[ANClSCAPEO:ON'.LESS-THAtil 3:1".SliOl;'E','-tHE.-' .' ; ~ :_-'f6ttoW1NG:.,i.MEND~Erfrs sHAr:1}8E'UN1FoRMt)'.·BRdADCASr AND ' '. i ,il}i0BdU~!;l!.'r\(~.9 .. Q~~Qf:½ TE1?,'..~.t(¥.$.~~$;Qf:_AJ~.P;i;9t1tf._~f?,-6,R . • ' ·-.:~~~~~~:-~6J~A~€~~A:~ :~~lJJ:)~~:~.~Hiie:~;::~~~;~;:~ FROM SITE:CQNSTRiJ:C'rroN ACTIVli"IES;ETc: Ar:i(AREAS:"oF· CONTAMINAT!bN. SH~L BE OVER EXcAVA TEO. ANb.'RE~b,v.Eo. FROM THE SITE .{C_ONCREt~\W.AsH1NGS;'PAiNTS. MAS6N~¥bEBRi'S', ·ETC) AM0tiNT.PER,.i~OOosQuARE_F.EET .... ··~- -3 C[JB!C".YAREiS-coMPOSTED"6RGANtC 'AMENDMENT DERl\(EO F.Rd.iij;REDWO.d[(ORF!R (NOT TO EXCE-~D·3Q% HUMUS) (SEE DEF.IN!TJOf,J:BELOW) • . • -4 L8~/fR!PL$$UPERPHci°f;pHATE ·(0-45-0) -7 -LB'S POTAS$_1µM SULFATE .(0-0-50) coMPOstEo·oRGAiJlC AMENDMENT SHALL ADHERE.TO.'tHE o~·F1N1t1¢~:'FoR_ ¢'¢~~osTE□·¢:RqANic AMENDMENT. B~~o~. ANALYSIS OF PR0P.0.SED COMP.OST.ED AMENDMENT.SHAUL BE -~lJEiMrfrE'i?.-.T◊ LAN9l\CAPE AR~H\tECT FOR REVIEW '!3_E~c;jRE INST.ALtA\10~. ·\· ~· . /-. •• 11. HAND:PlANTEb.:::toPES.GREATER THAN 3:1 ~~~~~~~~~~,~%:T~bDbEtt SLOPES GREATER-T~AN 3:1 • a • ,, •' • ' • AMOUNT. PEFf.1,000 SQUARE. FEET o{~~~ig tijSi~g;ii~g~.~I~~~~~ :i:~g~lo~rjo/. HUMUS) (SEE.DEFINITION BElOW)' ·,.. •• -~;. -4.fB~i T13,li;\tE SUPERP_H◊SPHATE (0-45~0) • -7 1:.BS .POTASSIUM SULFATE (0-0-50) .... ' RAKE OR0S.CRAT¢H tHE ABOVE l~TO SOIL TO INCORf:'0.l}ATE.ANDWATER i~~~g~~tt~~E~~~T:~~Ti~~~o;~~~~sE ~~~foE:~tN~~Ji BE DEPTH6'1:. 12" A.ti .EAST ONCE PRlbR TO PLANTlNG. 12. PLANT1NG sA2~FiLL A. THE PLANTING PITS.FOR TREES AND SHRUBS SHALL BE EXCAVATED PER:RY\N_j-·DETAILS. ·tHE-s~~KFllL MJX FOR USE ~~~~~~~~Co~~;~~~-i~~1L~J;~~~~~A~~Ri~:;~:i1tC: 0 NsisT ¼ POUND ~AMMONIUM SULFATE (21-0-0) ½ POUND • ROTASS!UM SULFATE (0·0-50) ¼ POUND .,:(BiPlE SUPERPHOSPHATE {0-45-0) 15% BY vbLtiME: 'c·:oRGAN1C,S€iJ CAMEf\JDMEN1' • 1N ALL cAsEs, THER'E'SttAlL.BEfl=1'6SiT-ivE DRAINAGE AWAY FROM ,THE RboT cRoV'l'l'i':"OF.'THE:Pt:ANf MATER.1Ai:. .,:-· •• ··,:_: .. ·. . ·,';i\.:: . -:·.·=:::·\.i''.'.:'; .. •. . . .. ~- ;B!.>PRIORTO PLANTtNG i·A·SAMPli.E:BAE:KF!LL:MtXTURE SHALl::BE · (;:· .. :t:REATED UNDERfrHE'OBSERV Af16Nt >F THE-1:ANDSCAPE ARCHli"ECr ·'.AND,oR owNER:\'t8hf r,;11xru'ifE:":SHJ.>;LJ.i:BEcoME THE·"CONTROt.~ .-~-··: ·:~BAtKFiLl ·A:Nn:SHALl BE TEsiE[f B.Y.:fHl:tAPPRdVED sb1L LABbRATciRY --FOR·ESTABLISHiN'G .THE CONTRcil>BAGKFILL COMPOSITION. ;: • :,C; .THROUGHollf.~1iiE:~Ro:JECJ.:DUBAfi0N;.Ai-ANY TIME, THE,LA,NoscAPE • (f.~¢RITECT M~f ;~*~P.LE: Tf:!E ".-Qi:.lJ6t:'..~.ApKFlt.L Ml)0"URE5)M~~E~f:Ni"ED ON THE PROJECT·-AND RETEST THESEBYTHE APPROVED SOJLs·· •• ~:~~:~i~{ ~~f~~i1~~:Ef[:iT~g;cR~1~%~BsL~Ml!~:~!~J~~T • ·iS .DETERMINElf B\:iHE 1:ANb$c~E_;ARCH1TECT wiTH ;rHE···GONTROt:. '; SAMPLE, THE cOiiltRACTOFfSHAll li;;!E"MbVE ALL PLANT MAtERIAt AND -RE'-AMENb AND·:RE~!;'lANT. 1F MORE h°ftAN -THREE (3) SAMPLEsiARE(N·ot "REAsONABL Y CbNStSTENT WITH.t HE ,tbNTROL SAMPLE ANALYS·1s THE GoNtRACtoR..,SHACtJ•AY FOR All,fuibRE· SAMPLES. • .-\ '· , 45 DAY & 120 DAY,FERtiLIZER ... • : 13.' F.QRTY FIVE (~):D'Avs .. AFTER !NSTAtilAT!ON ALL LANDSCAPE .,, ··-·,•·· ,, ....... . -., • ···SHAllBE·FERTlUZEDWITHTHE-FOl:.LOWING:-·· -·· .. ··-··•·· • ., =· , .. •· APPLY AMMONIUM.'.SlJtFATE (21-0·0)~1"\!f P.bUNDS PER 1,000 SQUARE FEET. '.• :., ALL MATERIALS SHALL-BE THOROUGHLY·(R°R.!GATED INTO SOILS IMMEDiATELYAFTERAPPUCAT!ON. ~ ' .,,, ., .... , ... ' ....... ,, .14. ONEiHU~DRED.TWENTY (120) DAYS AFTER INSTALLATION ALL LANDSCAF!E. SHALL BE BROADCAST FERTILIZED WITH THE FOLLOWING : ' APPLY AMMONIUM SULFATE (21-0·0) AT 5 POUNDS PER 1,000 SQUARE FEET. •. ALL MATERIALS SHALL BE THOROUGHLY 1RRlGATED INTO SOILS lMMEOIATEL Y AFTER APPLICATION. 15. FOR-Af.LSTAKED TREES, SEE DETAIL...£.., THIS SHEET . . ' 16. NOT·lJSED 1-7. Fd~;$~R:0~ Pl:ANTlNG, :;iEE DETAIL A & B 'THIS SHEET. 18. PR-~2/f-iS.TAi.LA TION. WEED ABATEMENT ~~l 1i1~~t0 .0ti:rL,?;;~~.~~~~TA~~~~~~1:g~~~~:i:p~VE ARCHli'ECT'FtlR PRESERVATION IN PLACE. THE SHRu'BS bR TREES TO 'BE·:·pRE"SERVED SHALL BE CL EARL y MARKED WITH AN ORANGE ) R.i~~(?til/.J:'E~T!UZE THESE AREAS W1Tt;'3!)0 LBS. PER ACRE OF 14-4-9, . OR_EQUI.VAU;:~. IRRIGATION FOR 2-4 w'EEKS, 2-4 TIMES DAil Y TO • ' ~~~iii~Ji~1~-~y:;~~~~~'.·S~~~~~~-~~~~g~~~~SA~~J~E WEED GERi-,it!NATEbiAND ATTAINED.SLiFFICIENT GROINTH; APPLY A BROAD sl?EttRUM; No'N-SELECTIVE HERBICIDE ACCORDING TO.THE MANi.JFACl'URER'S LABEL RECOMMENDATIONS AND LICENSED PCA. AFTER.SEVEN DAYS, GRUB ALL WEED GROINTH FROM AREAS TO OWNER'S'APPROVAL. REPEAT ENTIRE PROCEDURE IF DIRECTED BY LANbSCAPEARdHITECT OR OWNER. • 19. SHRUB PtANTlNG METHOD EXC/IVATE PLANTING PIT TO TWO (2) TIMES THE DIAMETER OF RbOTBALL AND 1-1/2 TIMES ITS DEP.TH. AUGER 4" ON CENTER X 2.' OE_E~ AT BOTTOM OF Pl"f. LEAVE AUGERED SOIL !N PLACE, UNCOMPACTED. FILL BOTTOM OF PLANTING PIT WITH AMENDED SOIL TO BRING LEVEL TO PROPER PLANTING DEPTH. BACKFILL AROUND ROOTBALL WITH AMENDED SOIL. FORM BASIN ON DOWN-SLOPE SIDE OF PLANTING PIT TO HOLD MOISTURE WITH!N THE ROOT ZONE. REMOVE BASINS 60 DAYS AFTER PLANTING. 20. F1RST:'WATERING oF· NewL y PLANtEb. MATER JAL WET JHE __ ROOT Z(?NE BY HAND Y:JATE~I.NG TJ;iE PIT~ TO "f;!-!E . LOWE~_T-EDGE BASIN.:AFTERAMENDED:SOll·HAS BEEN-WETTED, ;~~N~~~~KLERSSHOULD CONTROl:. THE MOl$TURE FROM THAT 21. ESTABLISHMENT/MAINTENANCE. PER:ioD:·(120 DAYS) TH~ CONTRACTOR SHALL·PR;QYlbE.,f:OR-A·60:~AY ESTABLISHMENT AND A 60 DAY-MAINTENANCE PER!OD.AF.TER THE APPROVAL IN WRITING OF THE Jt\lST,A[µT!ON OF THE'f'ROJEci'~= THE;MAINTENANGE.· ~HAtt, BE PER THE ABdVE NOTES AND.THE PRdJECT,lAN'O"SCAPE SPECIFICATIONS. -:·,:-\ ,,.,·. ,, 22 ::TREE ROOT BARRIERS · • 1NSTA1:.L "DEEP ROOT" (ORAPPR◊vED'ECllJAL):TREE Rhot·BARR1ERS ON . Ai;:if ffi.EES· Wi'rH1N:5:--0"'.bf. .slbEWAit(S'.QR)iARb.:. 'SL/Rf ACES; CHE.CK M~,YF..t-~JURE~s-. cAlcD~ ,:q~:c1:1~~Tf P.Ri N\.Jt-i1~E~,of. P:ANELs REQUIRED FOR EACH SIZE TREE. AVAILABLE· FROM: DEEP ROOT PARfNERS, LP. s1 LANGTON.ST #4 SAN fRAiici'sCo, CA 94103 (80_Q)~5S.:76"68,-FAX -.(800) 277~7668 . ' • • ~·<•::~" :. '. ' ' .. •, . 23;'.SHRUB'LAYOUT ' • . • ; ... ,\, ' , .. -~9f@~~i~·~~~~-~~o:~D;P~~~§ .. ~~~~~t.~~~~~~~:. • PRIOR-Tb. ·PLANTING: ·AN-AbECiuATE:tiDANtITYiOF'oiFFERifN1:.-cot.◊Rs ·,sHAti:i EiE PROViDEb' FoftAPPR{)f>RiAirE-'i!AfbtrfiCLA:RhY. :'... • ... : • ·<.,-, ' ... i • _-:. ,, - 24.'~l:JLGH . ·.. . :•._..-_. .·.. . • , CONTRACTORSl;lALt.:·PROVIDE 2" LAYER dF F0RES'T:'FL6bR'(0"-2") OR,EQUAL:"MUtCB !N:Alt SHRUB PlANflNG:AR'EAS.iNCLl:iDiNG·SLOPES 2::kAND lESS. , : '. · • , . • ~~T~~~~~®fJo~~'.i?~!.'~~~~~J:i~li~NF~~J~~b·t~EAs. B~~Ji~~-EP . 3: ,~~-E~~:.ARC!4N'IJ.$lJi~-~~~~--bf _BARK •• D"O'NbTl'vlUlcH·S(JRFACE 6F"ROOtSACLS: • • MULCH AVAILABLE fR6M:. AQOINAGA FE.RTll:JZER COMPANY PHONE (949) 786~9558, FAX (949) 786-9~4 ' ... . . " 25. DEFINITION·OF COMPOSTED ORGANIC.AMENDMENT A: HUMUS MATERIAL SHAt.L·HAVE·ANACJD-SOLUABLE ASH CONTENT ciF NO LES_S.tHA!'4. 6% A~D .. N(),M~~E.THA!-J 20%. 8. THE pH OF THE MATERIAL SHALl BE BETWEEN 6 AND 7.5. C'. THE SLAT CONTEijT:"SHALl: B~ L:ESS .THAN.10 MILLIMH6/CM@25 ~~~~~a~ ggiT~~~~1:::~:TAJ~T~~~CT SHALL BE LESS ~~:t;1·g:~~TNST~~~--~~~b~~OLUABLE ASH) SHALL BE LESS THAN 50%. F. CALCIUM-CA~EibNATE SHALL NO'f"BE PRESENT IF TO BE APPLIED ON ~~~ 1 r:iw1i;EPTABLE PRQDUCTS ARE COMPOST, MANURES, MUSHROOM COMPOSTS, STRAW, ALfAlFA, PEAt MOSSES, ETC. LOW IN Sii.Lt$; LOW IN,HEAVY MEf,AliS{f.'R.EE-FROM WEED.'$EEDS, FREE OF PATHbGENs·AND 'OTHER-0EtETER1oos MATERIALS. ~tt~;~~Eu°s ~~~~-.~~~~~~~~~~~gg~~~~~~A~6~~g~:~:iE NdT-ACCEPTABlE WHICH ARE BASED ON RED WOOD OR CEDAR. !. S[UbGE-BASED MATER!AllS 'ARE NOT ACCEPTABLE. J. CARBON:NlTROGEN RATION IS LESS THAN25:t. K.. THE COMPOST SHALL BE AEROBIC WITHOUT MALODOROUS PRESENCE OF DECOMPOSITION PRODUCTS. L. THE.MAXIMUfvf.PARTICLE S!i:E SHALL BE 0:5 INCH, 80% OR MORE SHALL PASS A ·No. 4 SCREEN FOR SOil AMENci!NG. THE MAXIMUM PARTICLE SIZE SHALL BE 0.25 INCH FOR HYDROSEEDING. MAXIMUM TOTAL f>ERM ISSiBLE POLLUTANT CONCENTRATIONS lN :~;~il~E~6 IN PARTS :~~tJ~~ofo ON A DRY WEIGHT BAS!S: CADMIUM 15 MOLYBDENUM 60 CHf!.OMILiM 300 NICKEL 100 · COBALT 50 SELENIUM 50 COPPER 150 SILVER 10 LEAD 200 VANANOIUM 200 ZINC 300 '"'··-· .... TREE,PROTEGTION ·-NOTES 1. THE GENERAL CONTRACTOR SHALL-TAKE THE FOLLOWING STEPS TO PROTECT ALL EXISTING TREES SHdWN TO REMAIN: A. PRIOR TO COMMENCEMENT OF DEMOLITION, GRADING AND CONSTRUCTION, TEMPORARY· FENCING SHALL BE INSTALLED AT THE DRJPLINE OF EACH TREE TO BE PRESERVED. FENCED AREA SHALL NOT BE VIOLATED DURING CONSTRUCTION. B. All EXISTING ON-SITE TREES. INDICATED TO REMAIN SHALL BE TRiMMED·BY A LICENSED ARBOR I ST FOUR WEEKS PRIOR TO cciMMENCEMENT OF DEMOLITION OR GRADING bPER/1.TtONS. ALL BROKEN_-6R BRUISED BRANCHES AND DEAD \IVOOD ·SHALL BE REMOVED. ALL CUTS OVER 3/4" DIAMETER SHALL BE PAINTED WITH 'TREE SEAL" OR APPROVED EQUAL IN NO CASE SHALL ANY TREE BE TOPPED . . C. ALL EXISTING ON-SITE·TREES INDICATED TO REMAIN SHALL BE FERTILIZED BY ROOT INJECTION BY A LICENSED A.RBOR!ST FOUR WEEKS PRIOR TO COMMENCEMENT OF GRADING OR DEMOLITION OPERATIONS. ~R:~~~~:ci~iDo;~;~;T~~E~~~~l~~~~;~R~~~~~-s~~~:;DING IS PERMITTED.WITHIN THE DRIPLINE OF ANY TREE INDICATED TO REMAIN. NO DEBRIS OR MATERIAL SHALL BE STOCKPILED AROUND THE BASE OF THE TREES. NO TRADESMAN SHALL DUMP DEBRIS OR FLUIDS WITHIN THE DRlPLINE OF ANY TREE {PLASTER, PAINT, THI NNER,.ETC.) ALL TREES SHALL BE FENCED BY THE GENERAL CONTRACTOR TO AVOID COMPACTION OF THE TRE.E'S ROOT SYSTEM AND DAMAGE TO THE BARK. THE FENCE SHALL BE SIX FEET HIGH AND EXTEND OUT TO THE DR!PLINE OF THE TREE. REFER TO DETAIL 'E', THiS SHEET. 3. All EXISTING ON-S ITE TREES (EXCLUDING OAK TREES) INDICATED TO REMAIN SHALL BE WATERED BY THE GENERAL CONTRACTOR CONTINUOUSLY-DURING THE COURSE OF CONSTRUCTION. IF POTABLE WATER IS NOT AVAILABLE ON THE SITE, A WATERING TRUCK SHALL BE EMPLOYED TO ACCOMPLISH THE WATERING. 4. DO NOT DISTURB SURFACE SOIL WITHIN TREE DRIPLINE EXCEPT AS MANDATED BY CONSTRUCTION PLANS. 5. All TREES (NEW-ANO EXISTING) IN OR NEAR THE CONSTRUCTION ZONE,.SHALL:BE:SPRAY WASHED AT A f'ERiOD SPECIFIED BY A ~3!~.SED-AR'E!:d~i_~T. TO REMOVE ACCUMULATED CONSTRUCTION 6. GRADE' IN. lJNES RADIAL-TO THE EXISTING TREES RATHER THAT TANGENTIAL. lF ROdTS· ARE ENCOUNTERED WHILE GRADING, CUT THEM CLEANLY WITH A SAW. D'b·NOt RIP THEM WITH GRADING EQUIPMENT. -7. DO NOT ATTEMPT DEMOLITION OF TREES WITH GRADING EQUIP'MENt WHEN TREES.THAT. ARE TO BE PRESERVED ARE IN THE VICINl:f=Y. .. ; ' H llll.rrr a:,;x.c;~,j ~ BASE-, ~-FNJHP.~ -., ··, ..:·: .. • . 4" o_c,;-~TEP.Pv'd:.\FFE EURRITO .. WRAFFEC,:S IN Fll..TER. f'ASRkZ"W/ CAP, FliJ5!.l WfTi-1 FINl&H GRADE:. COLOR ·GHALL SE SLACK. .-, ROO~"AH'~,QJT CIRCl.£0-:AND-MATTED ROOTS· .:, • FROM ~-;,-ROOTBA!.L • ~ MULCI-\. 00·.NCJT MJLCH TOP OF tb" TAJ.L--WATER BASIN. REMOYE AFTER 60 DAYS. • FINISl-!6R:ADE • /F EXCAvATE "SC>11.. ·s Tlt'"e$ THE WIDTI-l OF I ROClTSA!J:. BY 12" IN DEPTl-1 AND AMEND. +-'Sxe,.,D~L"-e,.:OFee_~ROO='c~ra,,,-ALL~c_::.+'/------'--'-.'..___'_-',- D PLANT"' e.EVAT!ON N.T.S, /,-' -:-:-:-:-:---=:=:-:-:-:-:-: -:-: , • ~:=:=~:=: :~:~:~:~:~:~ ~~=:,.;;;,:F rNeTAi..L ·ROOT BARRaa WITHIN s ' OF __________ ; -_-_-_-_._-_ ' :-:-:-:-:-_ /1i 1 :-:-:-:-:-:-HARDSCAPJNC:s (SEE PLANTING NOTES TH!& ~~~~~~~~~~?:. •/ _/. :~~~~~~~ !F''---5"EEf) ______ ______ _______ =~~B~~~~NOT r-----DRAIN GUARD FABRIC o\'ER GR.Ava. ~-----12" MIN: GRAVEL LAYER, 1JSE CLEAN ¾" GRAYEL. 12" DIAME'TER x 6' DEEP /4161 <I.D r lOLE WfTi-1 ci..eAN ¾" aiRAYEL • NOTES' 1, 12" L 9 ~ ~ !. PLANT PIT TO BE l" LE56 T\.IAN ROClTSAU. DEF-TH. CRO.UN &HAU. e,rr.s" AeOvE F!Ni&H c.RACE-~ :lx T!-!E DIA. OF ROClTSALL 2.. R!:FER TO SHEET L.,:a,l DETAIL~ FOR TREE $TAK.ING,, OAK TREE PLANTING DETAIL SXDIA..~ ROOTB,AU_:. 2x D IA OF ROOlBALL ' .. ;~:/ ·, .• ~-ROO"TeAl.1: l" MIN. ASO~}f~~ GRADE .... ,, ' ' .. ,,----2" LA.~ Of NrrRll-OZED- FIR e~· _MJLCH, DO NOr MULa-1 TOP OF:"ROOWAU.. ' .,----3" TAl:.L.'EARTH MCUND:·. Fi?EMOI/E -BoLIND 60 DAYS AFTER.Fl.ANT!l"-IG . :: . ' ,:,: ·, ; / 2,1 M~AC-TURED SLOPE, UJI-IERE OCCI.JRS. ;((; • / ' ::~( SECTION N..T.6, . ':;' ; • 1--.-----------------------1--.----------------"--------'-----'"''" •' F UTILITY SCREENING LINEAR STYLE PLANTING WITH'o'Ei:PROOT BARR1ERs DETERMINE THE CORRECT'NUMEiER'OI'" PANElS-TOBE USED. i:iEfENpiN(..'uP.6f.l·rHp'AcilJAL:•J"U.:N'tiNG.:i?iJ(i{A\:lb.:r~E·NUMBER OF T~Es_·1t,jv,OL'1=°D! .Tt,EtEt;{GTti_'Of'."t:lijft.R:. ~f~~IE.R .\.'V!lL VA_RY._BUT ·AS.A GENERAi:: RU!cE'OF:TflUMBT AKE:THEc'ANTICIF'ATlcD MATURE•: ~~~i~~:~~~-~~~~~£i~t~~~~~(~t2/~~~~t~,;~G APPL1CAT!ON:_.. , • · ·, ' · • ~~~~~~~rr~-~-~i~~~l~~~~~~r oN -~R;MO~~ ~G~RE~S1VE B. DIG.THE TRENCH TO THE DEPTH BASED UPON THE PARTICULAR BARRIER·cttciSEN. • C. INSTALL THE BARRIER. WHEN USING DEEPR00T LI NEAR BARRIERS ~i~~~~ J~~t~~~~'bu:::~;:~~~~~~}~~~~ BOX COR"REC1 LENG.TH .. WHEN INSTAtL'ING''DEEPkOOT"UN!\IERSAL BAARIE0RS' IN ;,i; LINEAR" FASH10N YOU WlLtl,i"c\Eo T◊-~diWrHE APf>ROPRiATE.NUME!ER OF PANELS TOGETHER. , q;_ OF TREE IQ'-o" 10'-0" ·'· .. •' D. NEXT PLACE.THE BARRIER IN THE TRENCH WITH THE VERTICAL RIBS • FACING._ TciWARD THE TREE AN!l-Al.1Gi'i, !N A'sTRA!GHT FASHION: It IS HELPFUL T6 Pi.ACE THE'BARFilER AGAiNST THE 'HAFioScAPE. iisETHE ~□SCAPE-AS ."6iGli1q1;·AN.Q BACi<FlhL'AGfl:1NST_,iHe:BJi13Rf!,:RS \O· • PROMOTE'A CLEAN'SMOOTH F/T-TOTHE HARDSCAPE.: BE SURE TO KEEP. ')11E"BARRIER'S DOLiBLE TbP ED.GE AT,LEAST'. 112··t13MM) ABOVE -~.~~-:,:b ._E_N~_qR~ ~~>'~.1s· D!): ~<;n _ ~.R()l'{ClYEJ:l1~1:-l'Of. E-.-PLANT T.HE +~~E(s).+He: utiEAR"ST'fLE·o~FERs A MORE EXP!',NSIVE.",ROOTING, GROWTH AREA; HOWEVER ADVERSE SOIL AND ~:~N:;E~;~io~~~~~~:~~r:Ri~c6~~;~~~~~AAEA :~N~~NC~~~:N~(lA~~;~·A LOCAL ARfib_RlST FOR PLANTING TIPS •, .. ~~~:g~~~~d~6~:t;~o~\~~~~N~~~:116~~iJi6:3iEs. F'6R--INFDRMA"f!Oi/REGARDiNG"D1~ffi1BtirbRS'PtEASE:CALL: • 1 800 1l.V RObT (458-7668).-FOR HE.LP \lliiTf1 DIFFICULJ: bRAINAGEOR OTHER DIFFICULT INSTAtLATION QUEST!ONS·PLEASE.CAlL DEEPROOT TECHNICAi. SUPPORT AT: 1 800 RobiTEK (766-8835~. ~ROUND~~~ALK ------·-·· . . . .. ' ' .. ' '·-" .. ' . ,. •• ,··;. NOTTO SCALE' ' ,, ... ' B SHRUB PLANTING DETAIL 0 0 0 0 -· 0 -o 0 0 ·o· 0 0 • ··, ·: .• . ' ·' ·. ·-:t::; ,"'1~-.a,·. GRO.IND ~-iq:Sc FL,:l,N!EC;-_~ • FL.AT&, OJTT!NG5;,L!NEl'S CR I GAi'ri:?"I." .... ,,. CON't'All'ER:5· .. '.,-,:-· .. -' .-' /.,-.:, .... . ' . ,:, ·, ', ·~--~·soa.. , RL -. [,i£t.□..:. ro n.e PLANT~ ~.JOR 5F'EC5. 0 0 0 0 0 0 0 o ' .. ,, ' ' : ,} ' •• ' ' '; . ' . . . . . .... ,. .. ''··" .... .. . . ···'"'· . . '•,· ._ .. ,,., ... ,· ··'·"'""""·'"·"·' .•····••' ----,,, .. ,,. ...... ,.• "" .,. . . . . ' . ' . . '. -....... ' .. '• ,.. . .. , ...... ' ... ,. . ' ' ... -""--• ... -~-... ,..,, .. '' ,, .. , ... ' .. ' .. ' . . ,.,, ..... ,,, ......... , ........ ,., ... . ... ,. .. . .... , "" •••••• ,, '""" ... ·.·-. ,:· ·.,, ."""·'• .. • ...... ,.. ... . . . "" . ,,· • :,- • ·a .,. ••• ,,.. "',.=•'"'""• .A~"""'""""'"""• .~,n ho ,ootrie!°" '" '""'"""'""' •;•• ''" ""'w, -~ w•~ """"""°' ,,...•nuhl""'""" •~•••""'• ·.,;,;;;~.;,.;·,,;.,,";;;; to.,.,,; ., ••. R•"""'"'"'"" o,,hl1e>'iTinn··n, '"""" hv Mv.mOtMaln in CIM< & G"'an AssoctateSVi,tt,wt",,,.,iudk:.,:•Visilsl'contactwith these plans and spWfioaliii;i;:tJ\allciriSlifu!e r,rimiifa<:ia evidenci,:of W>'aooept;,i',ce·oflhese ,,;.li'iel<iins, • ·,•· \:· " ' ' ' . • ' . SECTION 02810 · IRRIGATION SYSTEMS PART 1-.GENERAL 1.01 SUMMARY Ai):\ection Includes: Automatic sprinkler irrigation systems and controls. s.<F.{e1a:ted Sections: J;'. Seption 02900-La~~scaping. ·-c \PermitS: Apply for a'nd secure required permits. 1.02 ~~FERENCES: • . . ·. D:.'ASTM: . . ' .:f B 62-85 -Standard. Specification for. Corri position Bronze or Ounce Met81. Castings. • 2. b 1784'81 -.Standard Specification: for Rigid Poly (VinS.,i .Chloride) (PVC) Compounds and , Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds. 3. D 1785-83 -Stan"dard Specifica!icin"for Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120. ··•i:. ·D 22421-84 -Staridard Specification ·for Poly {Vinyl Chloride) {PVC) Pressure-Rated Pipe (SDR-Series). E.-National Sanitation Foundation (NSF): 1. Requirements for Seal of Approval. F ,:Plastics Pipe Institute (PPl): ·1. "RecommendalionS for hydrostatic design stresses for PVC plpe. G. Standard Specifications for Public Works Construction, as reference in Document 06705-Genera! Prdvisions. 1.03 SUBMlTTALS: A. ProducfDafa:. Submit-detailed iiSts of materials proj)osed • for use.· P.re'P'are typewritten niallrial list usirig the t'oliOwing fomiat. Double space between each item: lTEM·No. ·--o~sCRIPTION' Mi~uFACTURER 'M6DEL NO. . ·"· B. Project -Recor'd· Documents: Re'q9rd information • on:il'daily basis and submit for review of Landscape Architect. _;:, . '·,; 1. Dimension,-from 2 permanentp·oints of reference, such as building -corners, sidewalks, or curbs, the . .. ,,. ' locatioil ·oft~:e following items:-_:., a. R6utinti<~f main pressure\]\pes, at a maxiniuin of 100 feet.intervals. b. T~e/oµ:~~g of 24 volt co,~:t_«>l and commdn;';Vi~ing. c. Poii,:t'Of:_bonnection to elefyical power. , d::Ayl~W'~!"fo._contf(!I ·va!ve~f-:.'.: • •: • e .. Pciil'ltOf-connection to water. -. ._.,_,.,.,.,,,.,. ' . ,,., f. G'at1:fV8lVes. . ;:-, g\ ·ot1r61f6oi.iP1ing va:1ves. t: . •,~,"''> '., ' ,· h~ Qtfi~i":"related equipmertt-,· ;;,.,,,, ., ··,;:: C. ContrOHer:charts: ·.f ,. ·;·~;·:·.:.' •'· .\.\:, :.; .. ~ ·. ..,: • ' • .. 1. Pre"pare~Chartf·atter Project)~.E!cord Drawings 'fieiYe been appr6ved_,_by"Laric1Scape Architect. . :"::.'"•~,:: .' ·;· • : :·-,,1:;',i, . •• '-;:. .· • \;' • ., .• ":"•" ... ,·, .. ~-_., 2. Pr6VidE!.'2'contfoller charts ·aS:fOllows: '· .': . :i· , :·;_: • •, ·, •• a. 'C~(:f°Sh8'i(b8.'a, reprodU"c:liOn, of. the R~cor'd)~iaw'iii-Qi,i; if;tl,8:J'bal~:perftiiis:~tting the. tontrol!Elr-'dci6r. , •. lf 'P,tiotO}~qUdiOrJ· pfi~fs'ci1:e· r1equirea: ice~p:Ye'cfoctlOi{fo • tn~i:ni.iin:ii:h(P.OS'Sibie lO retairi"fun •iJQibility. • b.-Ch1i(.'SfiaiH;ie·:"blacli:iihi#(iht ofth9 ·actu'at ~i¼-:bUnt\; sysieiri/S~OWihfrtllif ar.ea.OOvered b'y • . ·.:,th8't!&lriftduer-: ·':\\\. • <i~:· • • ·. ,-.,_·.;/·:·. ··-:_, .. ._ -c. P:"r6\):ide :2°cl1arts for sa'.CH7C0ntroller. -' !'. • . . .,.,s ~ . ,· . 3_· 1ctentify the area· of coveril~~Of each remote ·oofltrol valve, using ·3 distlnCfly different traiiS!uqefit p~Stei color.;:~t~Wn qver, thiieritife'.·"a~. of coverage. • ·4. Fdi1q\i(i~g -appr6va1;' her~et1Jra11y.seal :cB8rts ~ii~~~n 2 layers· of--20-mil.plastic.sheet; and .. , ' . . . ,.,, .-. ., ' mdLiht Using Velcro or simil8t"fasteners. -·· . ,, ... 5. Charts. shall be comp!E!ted :~hd approved prio~ to'final review of irrigation system. ' -~ D. CheckiiSJ: • p·rovide a signedi~(ld dated:checkliSt-and submit for review·of landscape arctiitect pri6r {iffiiial reView ofth"e WOrk.. • 1. Use :U;e fcill,b'wing fonnat: ~-:§: a::Plllhlbihg·permits: -lf.nO.t.required, so'note. - b,:M8teria'l·.Approvals: NiP'roved by and date. c. ·Presi"sUre tine Tests: Bf whom and datei: d. ReCorCf Drawings: Red~ived by and date·. e):t ·c:illtrciHEl'r-Charts: ReCE!Tved b'y and date . f.'.·M"at8riii1S:-anc1 Equipme\:i{Fu rnlsfied: Received'by and date·. ._., ... ,. . ._,,,,, .. ,;, ' . . ' . g:;0p,erat1ng and Mamt~n~_nce Data_: Rece1ved:by :and date. h'.·System ·and :Equipmerifbperat/On lnstructi6Fls:. Received by and date. i: MiriUfactur"er's. Wariarli(es (if required): Re6eiVeil'by cind ·di:ite. j. Vititlen GUi3r8nty: Re_~!Ved by and date. -k .. Ll:i;.;..ering.pf. Heads ii:'li~8wn Areas: If incomplete, so state. . ··-•,~ -• 8 ' 2. P~id~:catalog and part :~~'kets on. materials ail"d equipment ·i~stalled under this Section. 3. lnch.i'd~_:index sheet stati~~\ontractor's and equiPhlent manuf~ciurer's name, address, and ph011e''iium ber. • ·=.:,\ • • E. Miscell~~~ouS Items: FurniJ~' the following tool~ aS.'a-part of thiS "dbntract 1. TWO sets of. keys f6r:ea'bh automatic contrOlie'r 'CSbinet, and;~ach controller enclosure cabinet lock. 2. Two wrellche·s 'for dis'~Ssembly and assemtlri.--ci r adjustment, of each type sprinkler head usE!d iii this iostallatidif requiring such specf~i°'tdols. . 3: one 30-inch spririk!e(~E!y for every 12 lock iltrV:ilve boxes uSE!d in this_ installation. 4. Two. 5-foot lon9 varu·~_it{eys for gate valv~S. :. • 5. Six cj'uick coupler k~Yifiand matching hds"e swiVe!s for each type of quick coupling valve. ·s. Four keys tota'l·for looS"e key h6se bibs. 7. Exlia' materials: Provicl"e four {4-) extra heads of each type installed. F. Test Reports: Submit test reports ofpresSure testing. . . ;-,'.;· . . • ' ., G. Instructions: Provide mainten_ance manuats, instructions, and demcillStralions to Owne~{niainten~i'rice personnel. 1. Maintenance manua!s -Shcill include sufficient detail to permit operating personnel to understand, operate, and ·maintain !?GUipment. . . . 1.04 QUALl:ry:•A_SSURANCE: ." ... · ··A. QuallfiCati~nS: irisfall~r shall -~~:}egu1ariY-,enQaged, and:S~eCializing ;"in:ftie/ins·tanauon of _,,:_ eqai\l'a!E:'nt i'rriga_tioii"s)'stems U_S.[hg :SOJVE!:!it'.:gasket.joints:. :· ,: -·:· . :.:':. '.:, ; :s,.:; ·,·'· .:.·- , . ·B. Certifications: EIE!citrical wirinQi."cdntrolS; ·riiotors, and d~Vices-shall be UL listed and labeled. 1'.bs DEtlJERY, sToRA"ciE,AND ttih.b uN~::.:. -~.:., ··., -·, • ,· .. ', ·::,., ' .. ' A. Exe:rcil?e care !n handling, loadit)g, un!.O<:!tjing, and storing= PVC pipe and fittings.-Pipe shall be tffi0Sp6rted in a veiil61e which;~llClws.thB)le:ngth of pipe:-_tO: lie flat witti,but undue bending or. COn- centi'atE!'d extemai'fi:l'8dif"lg at a"rif Poinl.": 'Pipe that has b'eEl'ri:dented ·o'r d81'Tlag·ea-shi:111" be discarded. •.: . . : --· ' •. ·, . 1,:'06WAf3~TY.: ,. ... ... ··:·. _ A. Th8'\"w'ork Wm be :l"IJ~P:Bcted by:the EnQ'ii:\:eer for acceptBiJ!:e upon rE!CeiplQf: the: Contractor's.w'ritlen a~eiiiOo that th8\W,6rk has "l:i'e:e~ coriPi~tfld. If, in the::E~'giheer's ju'dQll'!e'n( t~e· Wcifk°has ti"Eie•~-• CciITlplBted and'iS:re~Oy for ac'i;eptarlC1;3;';it:will so certify-:tO\the owriel', wtjiCh ITl3y·aCCept the{Ccimpleted ' ' .·, ,, .. _ .. ,.,•.·,. ·. ",•··--" ' ... , .. ,;,,•,,. '' ',., .. ·,., • __ , .. -,,. Wqrk. The Eng1n-eer.:w1!!, in its.tertifiq_atlon to the owner;~g1ve the ·date when. the·Work was:corppleted. fliis. will bE! the.:cl8te:When th"e:b'onff8Cfo'r-lS reilieved froffi-:ieSpori·sibiii'tSi to. ·p·rofocf tfle ,Work]{Jfiless OtherwiSE! noteifl(hl'le Contr8cf.,.'an.\V6tk:Shall·be warrhh'iI~tfbY tne Cti~ira"ctOr agai_nst det~Ctl~~ WOrKniariship a·~(:f inaiE!riafs fo'i" a>pi?iibd-:o'f t 1 ) year frOri{fr1'e'.dai8:the WOil\VaS: &irriplete&.· :'thei (;Onfractor shal/}ep(aCe any such_·clj f~<;°iive.work in a,.n:l8~fi~r ·satisfactoi'ftO.-thEi Eiigineer;}ift_~r notice ·to ct(r S"cr"fl"O'itdti~ '<'E" ii'Qi n;ee r; 'and'with h'i':tfie':t1mer s"p edifii:i"ff'.fr/;thEr nOii ce; '·f nfle~ COhffa'ClOr 1a11s_, to "m aKe • •• ~ --·-••• • •• . . ... , .. , .. ,. '' .,....... ,.,-,,,.. . . ·--,·' . ~ui::~-rep!acem~·l)t.:_ot,repairs w(lhin ;~h~_:~i:i:ie-specified irp~e,r,Qtite, 1he owner may perform--tlliq work and the Contra~9:~_S' SuretieS-shall be·!iable -for the cost:tl'.le~~Of. • 1.07 MP,,JNTENANCE: ':,-_· ·_. . . .,• . :\_::,· _ ihe eniire sprinkl~r:,.irl;iQalion syStetTl,"St\8i1; be under full)ii4ti;inia:tic operation for a period of 7 d,ay~· . .. . ,, , .. ._, ••.-' .. ,_.,. . """,,I·. , . . 1:irior to-any pl"antillg,:at:ld ·for tl'ie·fuH ;du[i':l,tiCin ofthe mail'lteliah_ce-.period. ·: · ' . ,,, , ....... -" .. -.-,_ ··'"·•"~ A Extra M~terials: -~~Vid_ei;4··extra h-e'a_ds,Of-e'a.tji"type ill!~.µ~,'- . '' •\ ,_: .' . -:.:·.,.';~;:',' '. :,··, ., .•-· ,-,: '' . ' PART .2-PRODUCTS 2.01 PIPING AND FITTINGS: A.· Pressure supply line·trom point of connection through backflow prevention unit shall be copper or brass. .1. Copper Pipe ·:=md.'Fitling~:. a. Pipe: type 'K;'ha"rcrtempered. b. Fittings :· WrqughfCoj)pi:i"r, ·S_oldf!lr joint type. c. Joihts-sffail(be'·SOide're"ifWith ·silv'er.SP!der, 45 percent silver, 15 percent coppe:r, 16 percent zinc; arid 24-'~rcE!nt'ciadmiUn:i. SOiid i:it 1125 i=. and liquid at 1145 F. 2. Brass Pipe and Fittings: a. Brass pipe shall be 85 percent red brass, ANSI Schedule 40 screwed pipe. b. Fittings ~h81! be mediurh ·brass, -screwed 125 pound clSss. e: Pressure suppiy iin~s 1-1/2 inches and srrial!er downstream of ba:ckflow prevention unit shall be ASTM D 1785 SCheidule 40 PVC. Presslire lines 2 inches and larger shall be Class 315 PVC. Above grad~ prE!ssui-e supply lines shall be in accordance witll the·typed noted on drawings. 1. Identification Markings: Identify an pipe and fittings with the following indelible markings: a. Manufacturei's name. • b. Ndminal pipe size. • c. Schedule or class. d. Pressu·'re rating, in PSI. e. NSF Seal of Approval. f. tAMPd Sea! of Approval g. Date of extrusion. 2. Pipe (Solvent Weld Type): Manufacture from virgin polyvinyl chloride compound in accordance with ASTM D 2241 or ASTM D 1784, Class 12454-B (formerly Type I, Grade 1). Hydrostatic design stress rating 2,000 psi. 3. Fittings: Standard weight, ASTM D 1785.Schedule 80 unless approved otherwise by Landscape Architect, injection molded solvent-weld PVC. Comply with ASTM_ D 178_4, Class 13454-8. a. tfi[eadS·(WHere R8qufr'ed): ·1njectibri rriblded-type. b. Te'es ·afid·i::11s:· SidE!gated. • 4. Thre_aded .Nipples: Standard Weight, ASTM D 1785 Schedule 80 With molded threads. C. Metal: 1. Galvanized Pipe: ASA Schedule 40 mild steel with threaded connections. 2. Fittings: MediUm ga!vaniZed screwed bE!aded malleable iron. 3. Protective co.Sting: Two Coats Of koppers· No. 50 Bitumastic. D. Nori0preSsure Lines: ASTM D 1784 Class 14333-D (formerly Type U, Grade 1) PVC with s61y~n·t-wel? joints. Comply with general reql!irements for pressure ·Jines. E. ViSi_b.l~ Pipe an.d.fittingS: • 1 /~·eri'et3f lritegTal,QraY:..co!6t,: . . 2. tlifEla"Cied Risel's: 8'ri(f NiPPISS: ASTM> D, 1785. Schedule 80 PVC. 3. Oth€r'RiS~rs"a.nd-"Fttli~Qs:. A$TM·b 'fr8t;'"scifledufe 40 PVC, solvent weld. . . . . F. steEtyes: . 1·.\4fit\Ches: and. smaner: ASTM_"D, 178'5 SChe·~u1~:4Q:Pvc.:._., .: -. . . . i ~ -'l8_r"gE!r.'i~·an:4:i~·cheS:· . .-~S.tM:b, 178_4iC!8SS. :12454-i:d"_;(fClriiiBrly.TYP..8 I; Gf8de 2, Clas·s 415) PVC .. ·.-.• _~,::·,::·,\:,,,,:-::: •,' .· :·· .. •_ .. ,,~_. . ,: ·., _:, . • ••• ' "" G. C/Jnduit~• ASTM:D·-.'1785 SchedUle 8.0. R.VC.. . · .. -~~iidi~t11~tt1h':· ~,--·· ·._:-:.. :;:_.; ._, : '\. ·(:·:-.< -_/ .' >_.:-.:/: ,' --·,, < ·=,:-··-;:,-·· ·\:-_· .,·,;,·,.,,.c:_;;' . . . •,'' .. -:--::-_,,•:, ... ':':··-.. -., .. ·,: .... , 1. T8gS :; Polyurethane Behr-DesCipaid-;·.ye:l.lo_W,iriicO!otWitfi, bla._Ck, le,tters 2~314 ii:iChes_by . • 2~·112 inch"es for 3: CJ:iara:ctet. iD."8hd·31'x4 ii:-fo( •. :.t-:ip1US.'.dhai"a_ctet1D,·:"as· ·rnahUfficii.lri;i:d0 by Christy's or equai: lrisf~ii p'\Jqj1e cOfo"red t,:igs iii rE!C1afthe(i'Water"aPP!i6atlOn's. • 2. Attabh ideiltmcation·tag·.shciwing val~e number-onea"Ch solerioid pigtail: 2.02 JOINTCEMENT AND PRl~ER: A. Nori-i:ire'SSiJre piaStic'pipei arld .fiftings Shall be·cemented uSi!'lQ· a 1 do percent• active so!xent, blue in color. B. Pressure·p1astic pipe·and.'fittings shall be .coated with a primer and then with a 100 percent active ·solvent C. Both primer and solvent shall be similar in-all respects to that manufactured by Christy's or approved equal. • • 2.03 VALVES: IN ·ACCORDANCE WITH TYPE NOTED ON-DRAWINGS A. Gate valves: 1. 3 inches and Smaller, (Unless Othe'rwise Noted on DraWing·~): ASTM B 62 brass body, 150 pound saturated steam-rated wlth,~cr9wE!.d,jOii:iis, nori-riSfng·stem, screwed bonnet, solid wedge disc. Provide with bronze handW1iei€1. NibCO, Or appi-Oved equal. . . ' . ' . B. Swing check Valves 2 Inches and smalleir: 2oo'.-pollnd. W.O.~. br'onze construction with replaceable composition, !leoprene;-or.'rubb~r.i:Hs;(:::;conforming FS-W:N-V-510, Class A, Typ_e IV. C. Anti-Drain Valves: Heavy duty virQin Pvt coflstruction with F.I.P. thread inlet and outlet. Internal parts sha!l 'be.'Staid]:ess-Ste~t:ari:d:neo·prene. -Anti.-drain valve shall be field adjus~ble ag8inst • dr8.woUt from 5 fo 4o·teet cifheaa·: Antl-drciin valve shall be similar to the Va!con ADV, ih accordance with type noted on dr'awings. • D. Quick Coupling Valves: In "accordance! with type noted on _draWinQs_. E. Remote Control Va!iles: ln accord8.rid' ,i;,nh tyl)'e noted o_n-dra~rnQs, F. Valve Boxes: 1. Non-Traffic Type: Specification ·grade plastic.box with locking cover. Carson Industries or approved equ81, as detailed on · Drawin•gs. 1!1Sta11 3/8" x 2 1/2" hex head ·1:1011 for' lobklllg of box. a. Remote Control Valves: .12. inCties by 17 inches by 12•1l4.inChes Model 1419-12. • Coibr per draWirig. EinbdsS V~i~e· station numbers on top o1 cover, • b. Gate Valves: 10 incih-es·diamefor by ·to-1/4 inches Model 910-10. Color per drawing. 2. Traffic Type: 10-1/4-inch di8meter pr_ecast ~oncrete, as manufactured by Brooks Products, 1850 Pa·rcO Ave, Ontario, CA 91761 '888-307-7470. Provide bolt-down cast iron cover. G. Valve Sleeves: For manual control valves, 6" diameter, PVC pipe, length as needed. 2.04 HEADS: A. Small Lawn Sprinkler Heads: In accordance with type noted on Drawings. B. Small Shrubbery s·prinli:ler Heads: In accordance with type noted on Drawings. ·C. ROtary"Spi"ihk_lef Heads:-In accoitlaflce with_ type noted on DraWings. D·. Tree h'rig8tors: P'rovid!S assemblies aS,iildiC8ted on-Drawi'ngs; including ve·nts and ·filters . 2.05 TRICKLE DRIP EMITTERS AND !:MITTER TUBING:. A: Eitiitlef'Boi:l'y: l n:aCcorciai-ice 'Wiih "type; ihdicate'd oh· i:lri3Wirig'S pfovide irtlet' b"8i"b. F!hw-5:hcill be r€gblclted through a silicone flapped diaphragm with ·a: flo"". path of i/4-inch. The emitter shall pressllre c:ompensate for rated fl Ow 10 percent"pllls or:minus civer a pressur~ .variant of 10 to 50 pou~dS pet squai-'e 'inch.-• • B. Dripline: PoJYethy]ene OV resistant pressure compensating, inline emitter tubing. Pressure Variant 8.5•60·ps_l (j:lo"unds per. square,· irich). 1. Inside' di~meter of 0.54.inches and oi.Jtside dianieter 'of 0.63 inches. 2. Emitter. spacing per. drawings. C. Tubing: Pol}'ethyle~e. co-_extrUded from _lin~ar, low density, UV-resistant material as.manufactured by Rainbir"d Or-as _iriCiC8tea·,on-tn·e·drawings. • 1. 1/2-inch tubirig shall have an inside. di~meter of o·.54-inch and an outside diameter of 0.63-inch. . --2, -1 /8-inch tlibing0s_hal! ·-have•-an:inside-diarneter-of· o~ 16-inch-and -an ·outside diameter-of0·.-22•inch. •• 0. Fittings: Molded·from · UV resistant,ABS. Us'e Rainbird compression fittings. 2.06 BACKFLOW PREVENTION UNITS: A. Backflow PreV~nter: In accordarice with type noted on Drawings. B. Wye strainers .:. In accordSnce·wilh-type-noted ·on . Orawi,rigs . . . . ' 2.07 AUTOMATIC CONTROLLER: A. Provi9:S type and size as noted on Drawings. 2.08 ELECTRICAL WIRING AND SERVICE: A. High Voltage: 1.· Electrical service to automatic controller shall be in accordance with Division 16 Sections. Pro\tide final hookup to eqt.iipment as a part of the Work of this section. B. Low Voltage: 1. Connections between ·controller and remote control valves shall be made with direct burial AWG-UF, 600 yolt wire, 14 gage or larger, insulation thickness 3/64-inch, utilizing !ow density high molecular weight polyethylene insulation; 2. Splices, where permitted, shall be waterproofed using Rainbird, SnapTite, Scotch-Lok No. 3576 Connectors, or fusible heat shrink tubing. • 3. Pilot wires shall be a different color for each contro!_ler,• Common wires shall be white with a dlfferent color stripe for each controller. Minimum size shall be No. 14·gage. PART 3 -EXECUTION 3.01 EXAMINATION: A. Before work commences, a conference shall be held with Landscape Architect regarding requirements of-the Work of this Sectiol"!. 1. Do not-install irrigation system when field obstructions, grade differences, or discrepancies in area dimensions exist that may not have been considered in the original design. 8. Examine surfaces for conditions that shall adversely affect execution, permanence and quality of Work. 1. Verify that grading has been completed and the Work of this Section can properly proceed. 2. Exercise care in excavating and working near existing utilities. Be responsible for existing utilities·antffor daniages to utilities Which are causeicl by Operation$ or' rieig'led'. Check existing utility-drawings for locations. -C. Notify Landscape Architect in writing of existing conditions that are not sh6wn, or that differ from those sh6wn on DraWing:s. • D. Do not proceed with Work until discrepancies are corrected or existing utilities are located. 3.02 PREPARATION: A. L:i:iy out·each· system using staking method as approved by landScape ·ArC:hiteC:t. '· Maintaifl and protect app~oved staking layout. Pipiilg 6r.e(juipm8nt sh.own diagi"siITlmatically on Di"awirigs outsld9 of pl<lnting areas shall be.installed inside Planting-areas whE!Tl.evEii:·P'OSsible. . . ' . . . . . . .,,.,,., .·. ',, ., B. Lay·out sprinkler heads and.i-nake -any min Or. adjustments requiied dlle t0cdifferEifl.ceS,between a6fu8f 'Site".cOhcliiio'n·s. and".thiit, br'awirlg~. MiTlQT; -~c:iNstci'teflfs:' s~a']fb"e·rna1~tai'ri~'(fv4l"H'ih:'thi(:· • original desiQri intent in oi'der to·-avoid cOnfilcl:S. b8twe8tf P18rifi'figla'l'i(fclfoh'it8Cl:(lrarfeatu"res'. • • a •. ",.-' • .'.:•.;:," ,._:, • • ,• C. Protection: Protect the installed wqrk.and materials ot 9therc f@tjeS.from damage-dUririg irr.il;i8'ti'Oii ·insta!!ciiion systel'nci'per.:itiOns, •• • • ·, • • • • • •• • . ' ' . '•' 3.03 JR:ENcfit~G'/~i~.Q. BACKf=lLl:l~G: . , _\ ... A. Ex~\/~·t'e_,tren;cti:~~Jh. stfaiQ~1'·u~es to" re(JLiired depths, Fci)lo~,~BprO.Ved layo-Lit_'f.oi". eaq_h:~Ystem . . Bo'ftcih"f :Ot)i'erfch:"sh'Slf tJettrat_ tO if!SU_re -l)ipiiiQ. iS;-~llppOi't~~-:~titiiitJ&ilS1y'Ori,tlh,eV.€:li::'Q'taae: • , ;,:,,J,\'_ ~-,' .. ;'_':):;',-,.·.·.:•.· ·-.: .. ,'.,:,,,\.' .. '.';:-,•",'· ... • -• -:.:,·~·•: ··,'···,c·,.:: .,, ;,;:·• .• ·,,·, B. PrdVidE! mihirriuiTI.coverage ·as·folf6ws: .. ,.. • ·:, • .. . 1. "{'fe"ssure Sul)pl Y lines: 1a. ir'ICh'eS. ... ~ ' • . . ' . 2. Nbh~presSurJ lines: 12 irit:hei. 3. ContrOI wire: 18 incties. Place unde~ p·ress\Jre>supply urles. ' . • ' C. Piovi'de not less than 4 iricties._clearance between each 'lil'le afld not less than 6 inches clearance • ~twl:ieri ·11neS:·o'f°OttiE!r tr8deS; ul'11e-Ss·Otherwi~'e ilOfod'iri 'de·tans·-on· Dt.iiv.iing. D. Protect materials to prevent intrusion of dirt and moisture. E. Test all systems.prior to backfilling. If the oryly piping installed is over 20 feet long, pressure testihQ fS ·reqUfrEid'fcii: that se"ction··at ttie tirTlti!·onnStallatiOh.: ··upon'cOnip!eticin· of.pipirig installation, the entire system stia!I be tested. • • F. Backfill' Material: ClE!an, fin•e granular material, free of roCks 8nd· debris . . . . G. Corri pact backfill with mechanical devices to. a dry density equal. to adjacent g~de, free of dips, depreissions, humps, or Other irregularitiEts. • 1. Compaction by truck or other vehicle is not permitted . . . . H. Under Paving: 1. Backfill with sand, one layer 6 inches below pipe and one layer 3 inct"tes above pipe, and Com'iia:Ct in layers to 95 percent comPacli()n using mech8nical tarT'lpinQ deViCCS. Set in place, cap, andyressure test piping under paving prior to installation ·of paVing Work.';' • • 2. ln_stall.:pipi!lg,under ~\f(tihg,Wal.ks. byjacking, boring;.or hydraulic d(ivihg. ::cutting or breaking,. ofSidE!w81kS or corici"eite· is ri'ot allo.\_'Ved without ArCt;iiect's approval.: No:hydl'aUliC driving wm tie permitted under conqr8te pavirig, 3.-Provide for a minimum cover of 18 inches b~!Ween top of pipe and· bbttom of aggregate base for .preSSt:ire and non-pressur.e piping instil1fea.,i.Jrider as phallic COncrete,paving. . " •. • ' . ' . ' 3.04 INSTALLATION: A. Plastic pipe and fittings shall be installed in ·accordance with manufacturer's instructions. B. In.Stall backflow assemblies in shrub areas at' minimum_ height permitted b}/' local code. C. Brass Pipe and Fittings: Assemble using Teflon tape applied'to ma!e threads only. D. Plastic Pipe and Threaded Fittings: Assemble using Teflon tape applied to male threads only. . . E. Galvanized Meta! Pipe and Fittings: Assemble using Teflon tape applied to male threads only. Coat below grade portions v,:ith 2 coats of protective coating. F. Quick Coupling Valves: Unless otherwise indicated, IOcate valves within 6 to 12 inches of nearest edge of hardscape. G. Check Valves and Anti-Drain Valve~: Install where required to prevent low-head drainage. H. Tre·e lrrigalors: Locate at each tree. Install-where required to prevent loW-head drainage. . ,, ' .. ' I. Backflow Prevention Unit and Automatic Cbntr'o!li:lrs: Verify location Witi'HiindScape Architect. histall)h a:cc6rdarice with ma·m'.rf8ctorer'S·;,;-Sfrucli0ns. • • , • Jc-Sprinl<ler'H~i-ads: 1. Shrub heads shall be installed as· noted on Drawings. • ·2. E1evaJe•fi.J11'h"e'ads·in laWn=-~·'rea'S to-a-trliriinillri1·0f·4 i"ricties above·grcide. 3. Install" heads ·along curbs, wa!ks, and pavifif! level-with grade iii lawn areas. 4·_ [™'er raised·neadS within 1 D da}'S -~ft:er. n0tificati6n by'the Owner. ·,,' . 5. Set -all hea~s perpendicular to finis~e:d grade, unless otti~r:wise directed by Landscape"Architect. K. Remote Ccirltiol va1Ves: Install va!ves·fri"S!'ll"Ub or g\'ound cover area~ wher(!ver p0$_~ib!e;_ 0:r WfiE!re -'ShOWn o"ri:"bffiwin'gS. When Qfbu'p9d lo'g'emet, ci!!OW at least 12 in6hes betweeh\i81Ves .. lnsta:I! eath c6ntrol valve in a sep::irate val\/e box. • • • 3.05 UTILITY SERVICES: A. Corineci lb ex ISiing waler oUUSt or gate v81ve at !odations:iridfcated on Draw/rigs ~iid -• mi.ke'·fTlinor-Ch8nges .in lociation riecessafy ·due tO adu81 siie· COni:litions aS Woi-k Of lliis Section. . . . 3.06 WIRING: • A. Place wiring in.the same trench and along the same routing as the prf!ssure supply lines, unless othe'~is~ approved. 1. Install Wiring ·6rior to main line whenever possible. 2. When more. tha~ one wire is placed in a tre~Ch, tape wires together ·at maximum 10 feet on centers. B. Provide a 12•illch expansion loop at each connection and directional change. Provide a sufficient ·length at each sr!ice to allow valve bonnet to be brought to the surfaGe without disconnection. C. Use a continuo~s wire between. controller and remote control valves. 1. Except as O_the"rwise approved, do not splice wire at any point. 2. Approved sp!i_ces shall be enclosed in a box. D. lf wires under paved areas cannot be continuous, splices shall be enclosed in an appTOved junction box. 3.07 VALVE BOXES: A. All Val~e bOxes shaU have installed 3/8" x 2 1/2" hex head bolt for ldC:king of box. B. Fill area under box with minimum of 1 cubic feet of 3/4-inch crushed ,gravel before box is insta!led. 3.08 FIELD QUALITY CONTROL: A. Contractor's Responsibility: 1. Notify LandScape Architect for the following reviews, with 48 hours minimum notice. a. Pressure supply line installation and testing. b. System layout. c. Automatic contro!!er installation. d. Control wire installation. e. Lateral li_ne and sprinkler head installation. f. Emitter tubing and emitter installation. g.·Cciverage tests Prior to J::illdScape p!a_n_ting. 2. Provid_e 7 days notice for Fina! Reyie_w. 3. Prciiijde "wallde-ta!kie'.' equipment alld/or Personnel to maintain COmmunication from review area:to autqmalic COritrcilfei"S. • 4. Pi'o.vide up-to-date:· Project Record Drawings at each review.·: a. In the __ event Contractor calls for a review without up--ta:-a"ate Project Record .. Drawings, - • -or:.wi½(!'Uf:PrEiP~rip"g t~e··SYStetn .for.inSpectibn, Contr~&_Q'tiSfi81t, be respoi\Sible for reimbursinQ,, ' ... ,,,., .. '' ·-,,.... .., ·, Landscape Ai'chltect·on an·hollrly-baSis for the incorrirefiierice;_· No furthet, reviews will be ' Sche'duled. u·ntil'this-ch'a:rge ·lia·s been ·paid. .-'•.::;.,::,"· • ._{ • . ···-· ' . ' ., '._,, . . '.: _,, _.,. . . ' B: Pressure-Jests:· ••• '· ':. • 1. oo·ri6{i~·~hii(~'rli0t~ ci:lntr.ol, vai,ies,. q·J_i~K c.ouplefS, Of. a~Y:~-~~~:~~lve asseinb.iy until •• teStitiQ;-Ofj:ites'su're-miiiri"lii"ieis·fs··COtn!)!6ied i:i:nd appr6~ecl:··0.,--.<·: ... :_·· , ·,::;,_ • • 2. qo._~;,~~~:~:kf!lLt~~nclies·,more than. n~_ce~safY until testiJ~'i ~~:·~~~ reviewed ;,iested, and approv~, · .. ,··'>.;·;,.,-:::-;:.' ,::,·"· . . . ; .. · .. • ... , ,. , • . ·., •.-.. <·'--::.,.:·s::,,:•.:-:,·;:__ -:,~·.. •·•.• 3,. P.~ov1<:1e.,eql.11pmen~ nece~_sary to:lest.systems,. 1ncll.Jd11:1g:fo(~·-pump. •• .< . · ·.·, ... ::· ,,,, .. ••:,\ ·,·,'.-,·· . ~ · • :·. •·,•,· .. , ···:·.". -;.· .• ••l,:,., ..• _.'.c' .·•,'. .·, 4-:. P~rlorfi1.:riyd_f!;i~tiWC tests; in p~-gnce:Cit"tlie'j\rcnite~t .• • _,:~~\::::::~'. '."•. • ·,-'\, .. .. :, • ;,:_;'. (,;. C \\:::' : _:,; , ·> .•.. • ;.: . . ._.:•:,,: ·;. :_.,>_<_.:;-:-· _ ·:\i' ..... \:~:.-:::·:, .'.,_\,,:-\\_C· __ •. ·,' ., .:-:_:. ,., • 5. ,:e~.f .ij~~s_s.~-Sl:'.-!-~uBJ:l!l, 11r~~---l!~~%f~Y~(g~~~.19;Br~·~tW~-:.cif;J?-%·~A';\'1<:l.s .per_ ~~~~-~,.ll"!~h-for a : R~r1.?,~t.t?!c:~i~8.1:'~f unt~{l-~'.~lti~~\~.~-;<;11.i:~~~~_'.~Y-'~~~~R!P.f ~1~ect-)ri'wnt1n~\\~::, • • , • , , '•i • ,.,,, _.,.,, l'-.'': , ·, .· . . . , : ;,,,: •• '· ,.,\,~a;';,1 : ;:-':·; "• • •" • • ;•, ~~-"'S:<.'sc\\ "" .,,,~~-;.-,, , ·.,.,.,, , C. S.Y,$tE!ri'i.:-E:J.U.S/lifiQ:· .'Atrer ·spi:inRleq~ipf:1 ·HnS:~ ahd:fiser's)l{Ef ih))?li3Cei":8rid connecteJl; :and Prior . t9)ij_~![a~~ti :,~f :"sjiii~k1ei:ihe.~~S:';ttl_tjf.o.UQ~,ly' fii.i_Sl:( i1l.~if tj~$\V{(fl:\){fU ( i :_ h°i!!ad Of water-:·.:: lrista 11 . :.'S!)'ii~~!~i:headS\:ifl'e'r.-'liri'eS'. nave:b'eEl(l':'flUSHed tO~he-·si3:tiSfa_cti,Orfofstn.e Architect..: '. '. • ' '~'-' ... ,:-'." . • • ,:-:·.-.,;·.:':<!,:' ,::'-' • D: ·coverag:·e·Tests:. • ' , ._>':=-:0::·1:· " '' :-: • -·: . -.. ,'._', :\';;,~ :}>·, :. ·, ' 1. PE:rfcirrhcoverage tests after sprinkler s}'stenlis cotrip!eted;:b_Ut:()~or to any planting, in the ·._.p·resenceofihe-ArChitect·. ·.,,::•-i/~'->j:•,'.,'._/'. , .· .. 2·. Test system to ensure that planting areas are watered·:8de{lu"atEl/Y and uniformly. 3. -Make neceSSaty adjustmellts, including realignment Of h~a;:·to·provide required coverage aS·dii'ectea ,by, La'nds.cap8.'Architect . ·=:i: • . . • •• • . ' ' . . ' . . . ' 4. If it 'is deterriliiled:that cov_er::ige ,can b·e improved by. a notire Ch~nge, make sucti changes, q~. a/raiige With the manUfabtui'e'i I◊' ha:ve such changes rr'iade/a's part of the w◊rk of this·secllon. Make'Cha·nges prior to any plantin•g.. • ' - 3.09 Cl:.EANING: A. Upon completion of the work, restore ground surfaces.to required elevations and.remove excess materials, debris and equipment from the sit'e to satisfaction of Landscape-f>.rchitecl. 3.10 DEMONSTRATION: A. Provide instruction to maintenance personnel in proper operation of equipment. END OF SECTION £:}:. 9-?.r:1.l"!~cJ: ti;,_ e_X,i~~-D.!l~le£1ri~.l sety!_c::~,-... M§!.k~_-fQinqr_ ~~?~es iJ1_l9_c~.!i_o11_§.S f.l?C_~:9_Sary d!J~JCI , ... ·--.. •-'·--...... _ ... ·-__ . act'Ual.-Si!e·COnditi ons as work of'thlS -SeciiOn. .. -. , ... --- ONSITE APPROVAL----~~~------ ·. '· .-,. •\{'..;!:}\'•\-,· •, .. :.,-,;:.'. . ' ; '• ·,'· ,. ' g, ,;OF . ' . ' : .; < ·-~ " . • 0 ' . ' • ' < ' ·, .• ' ''. ' .. ·'' ··,\ ':i "; <'• ' . . ' .. , .. •• -: i '.;, '; ;,, ' : • ' ' ,,: ,' SECTION 02900 LANDSCAPING PART 1 -GENERAL 1.01 S'UMMARY:· Ai-Section lntludes: :,,1. Soil preparation and.fertilization . .;-2. F:1lan!ing -o·perations. ·, 3.-La"ridscape· plan"tiiig materials. -~4 . .'lfn'p'orted topsoifiii.nd -planter mix. , :'5.:orBirlage materi8iS in containers. -·_·fl. Mair\tenance. Ek ProVide landscape plantings in the areas shown on brawihgs "'{ith plants in a ·t)e"aithy, vigoious gl'Ow!ng condition. ttelT\s not specifieally ShoWri in Drawings of s!)ecified, :6i.it normi:illy required to c6nfbim with such interit; are considered jfc:irt.dr the Wdrk. • ' . C.:;·lrr6!ude li;!bqr and equipment required to place, amend, a'nd fine grade the soil. lticlude the cost of fertilizer as specified. 1f the final soils analysis results in a change to the specifiEld 'amendments, a Ch8nge Order will i:iS issued. D: Related Sections; 1. Section 02810 -Irrigation Systems. 1.02.REFERENCES : A. American J.oint C_ommittee on Horticulture Nomenclature {AJCHN): 1. Standardized Plant Names, latest edition. El. American Assoclcitfbn of nurserymen, Inc. (AAN): 1. American Standard for Nursery Stock, latest edition. C. Standard Specifications for Public Works Construction. D. Agricu!turai ·code ofGalifomia. • 1.03 SUBMITTAL~.: A. ProdUc(D~ia:: Submit comptetejlists of materials pr~p"osed for use,-glving the manufac'Nfe"t's' name, catalog nuriiti'er, and catalog cu,t:for each ite!Tlwhere 8pplicab!e. . . ., ~ I · . B. SubstitutiO.ns: :Substitutions of plant materials will ridt_ be permitted; un!ess authorized by the landscaP~ ·ArClii!E!CI in writing. : •. = ·~·-~•. . ' 1. If any plahtspecified is not oDtainab!e, submit 8:written substitution request to the Architect during the bi~_9;~~~--P,~fJ?d-~ I! no su~_~\tY;~_ons _ai-:·n(!qu_~~-~~-;~n?. approv_~,1~~·~-~[;I bid?i_~~'.it i~ _t~e ?On~~ctor's responsrb1hty .to;obtam al! mate}:lals specified. lf:the_·.proiect 1s not,,completed-due_'to unavai!ab1hty of plant ri"iateriai\vithin the projElBt':COrltract schedul~_:"'. "The owner may:,fr)1))ose suc'ti 1:i'enalties as .. . .. ,._ ,, "" " . . . ldentifiedJh. tne·c·ontract agreei:mlht. • • • , ... · ;:'••,;•,,:_,, . ·-,,,, .... ,, . . ' . 2. sl)_tisfitUtidns· Of_ plant mate_ria.1S;will not be peTTJiitted unless authoii:Z~_by the;landscape Architect. . , .. ,;,,,.,,, .. _..,-" ' .,-.-1----, ·' ..... , ' ,. •--' '·-" c. se1ecli,bh'i TagQing and Orde'iJfi·1f PJant Material:"_-.·., ' --. --. . ... ,·, . •·- ·1. iiJb~i(~ recj~'est for insp~itf~n_and dOcum:e;tauOn to Landscape :A;rc:hft~ct- af l~-~~t~~i~Orit_h prior -to. ~t~~:01 landscape Pr<iiit)~,9 work th"!t pl~iJ.t -~~~~~f:r~s been ordered. 2. Pt_'a~tS>iHa"J! b~'subject to iH~-~Elctiqn and_·reje~6i{by LandS~pE!-:A·~~iiittil~t at p1:iiOO);if;Qrowth, -arid-after,-d.El1iVery, for cCimc>rftlifycto.thiS spiii!;i[fidati6h/:? :: .. _, .. , .. , .. -·" -.v,-•'"•~-..... , .. ,_ .. ,._. __ .. o. 1m·: -..,.\,rt·e .. :a·· ·,70· pso','1·. : ,, ... " . • ... __ -'._i. '.:-.-.-:' • ', '.,: -, • • -~,,,,,__.,-;:,... ...... 'i ,~, -~. •, -~-.-.... .-.'.·,",".,· .. ':·•, . 1 •. ··FUfulilf lh~·-i6Urc"e of imj)od'ii'a topsoil'tb ·the· A~hit~ct 'fc;r apf)fb_va'1 /idP~!Ff~•.-b1:f rhininiuffi '2i8~~i'iit -;·;.-.,,.,'.f•,/::/-0:'\:'· ·•:,:~\\'-C. • ·.-:,~,\· • ·\· ,.,-__ J ':_,y:;'.,:·-·,:i.':,'.:.-._... ;·:· '. 2. ·E,,~~!l]it{1~~-l:~Su)ts,-and s~ti_~dUle of reCommen9~d soil aniendiTieJrt:.a?ju~trn,-~·ntto • LandSMPEi--·Ari::hitect for reVieW. • .... ..,'-"•-'';:_, .• ·_, _-_,;,:-.:;>-_:,.:,;--:,. ·, --,~:_,,. ··, •. : .. _ ••. '· .. _c;.·,::·,· .- E. Ag·ronom1c:soi'iS;TeS! Repi:iiif An agronorriic s6i!_?1e:St and report will ~e Prci;Wded'.by the Owner unte&S riothll Otherwise. . -' .. • . ~; • • • • F. Certificates: .. ~-.. ,.::,.:·-. . ... ,,_ /· .. , '•:;,,' . 1. Sllbryiit certifica'tes for th'e •fdUowing items upor'f'delivery to the job site: a. Quantity of commerciclfertilizer and organic fertilizer. b. "Quantl_ty of soil amenditients. C. QUantify·ofseed. .:.'. d. a·Uantity of other soi!-8dditives per ag·ron·omlc soils test report, .'," '·, :i·. ', 2. Si:itin'lifvJritten certificate Of,hydroseeding. 3. SU~~it Certificate of Deli~~fy of container or bulk materials. 4. Submit written certificate ~![Soil balance. 5. SU_bmit written certification,Of quantity and qua!ity of plant, materials. G. P.~~\.l~~t"allation Conferencei_:}>rovide a written Prcije~ted p!a'i-ifinQ sC~edule noting the E!stini'iited·ccimpletion date,. number-Of working _d8}'s required, atid ·special coordi~"'oiifo_rr requirements. _. ; 1.04 QUAL:liY\A.ssi.JRANCE: . -.', A.-Pedotin:_-work in accordanc9:\¥ith a!I applicable laws, codes, and reg·ulations ' ' ...... ' ' . . ... !'equ\rei9_ b}' authorities having_:jl!risdictibn over such work and providE(for'al! inspectl6Tl~:8nd permits requil'~-~ by authorities in furnishing, transpcirting, and installing materials. B. T~t -~_6ii Sample after gradi1~ operations are complete, at subcontractor's expense. ,.. .,_ . • . C. Ma:tel'ialS.shaU-cOnform-tolt/e requirements of this Section and to·S'ection 212 of the St8~dard Specifications,,\Vtiichever is more strintjent 1.05 oE.uVE'.Rv, -STORA.GE, ANriitkANDLING: A. t,J 8ndling Plants: HandiEl~~!ants in a manner to avoid •any dama9.e. to the plant. Protect.plants from sun or d'rying winds. Plants that cannot be.plantEld imrriediately on delivery shall be kept in;the shade, we!! protected, 8nd adequate'JY watered. \~ : ,0 B. Furnish a Certificate of Delivery slip with each delivery of material in containers or in bulk. Certlfiep.te shall State source, (Juantity, or weight, type and analysis, ~nd date of delivery. 1.06 PROJECT:COND1TIONS: A. Prior tO-excavation for planting or placing of stakes , locate utilities; electric cables, conduits, sprinkler lin~~' heads, valves, and valve control wires' so that proper pre·cautions_ may be ta~Elri not to damage such if!lproyements. In the event of a conflict between such-!ineSi·:a'nd planf locations, prdri1J)llY notify the landscape Architecho arrahge f6r reloca:iion of one or-the other. Failure to follow thi~ . proci:eii:!ur"e:· pl8ceSJ h_e· respon'iibl_lity-ori it;-e:contractor fotinakirig . repSifs··at his ex~~nSe-fOr dariiaiiS, resumri~}rbm :Wdrlftiereunder. ••• _ • • •. , ·:•-,.-. ·"•': ;;•~,:-, ., \>' ·'.:•'• ,-,, ' B. Notify LandscaPe-Architect'i~-wri!ing,"of: Soil or drainage ·conditions· encountered dui'/rig,pfanting ·oPEli'alions wh°i'Cti ar"e·detfir'nental to growih:·of'plant material: 1.07 wA~RANTY: , -' , .. •• 0 • • .. , .._ A. Plant Material : 1. Pl8nt materi~ls furnishei'd or reloc31ed under this Section shall be·warranted unconditionally Per thiS COhtract. . -.. 2-. Plcint materi8!'.S:hall be 'gU"aranteeii:rto live.and groW in a healthy• condition for ·the above pe·rrods, comm·ehcirig 'Wifh.c'the acceptancEl>Of the work at th'e-COnc!usion of the maintSria'l'lce. Deai:i•Or obViQi:iSI}' unhealthy ~'aterials sha'll be feplaced without de1a'y>the opiniOn'Of'th_Eil'i.:Sndscape Archit.eci:-Vvi'II be final in'de"temiinlng . ,.,, ... ' .. · .. --_;. ,· .. ,,-,-plant matenal to be replaced due!"to =an unhealthy cond1t1on. 3. Upon re~~i·of writte~ iiotfc_e-}~~--Owner of the'd~~tn ·of any Warranted Plant hiateri2!S during the_:Wai-rirj_fyjieriod, the sutij~p_(_piarit ·materials sfi811 be promplly:"rlii)/"aced with ·the S8ir(1f'Species originiil(y,'p!aiited; and·of a -size closelyJ:1;p·proXimating:fuS •SiZeidfthe:piant-if n'cimielrgrow'th·had .. • ·-,--··, - occurr?d siri_69 .the original plaQtrhg'.: .'R~p!acements: S~~"tl be subject to the requirements,O(this SpecilicatiOn.'-:__ • ._. ·,:-,,, : . . ·.: 4. When plalits:are replaced, ad'lisei-the Owner in writing, of the necessary . ,.,,.. .. •·"~ •,.•, estatilishment·rriaintenance whicb'TflUSt be performed: . l\' .• - . 5, R_~placefllE!l'i(~_~a.11·,cont!nue,to'. be-1T1ade· until each-:p_\arit has succesSfu!ly established it's.~it,fcjdhe required ·g~·aranty pElriod. PART 2-PRODUCTS 2.01 MANUFACTURERS: A. Design of soil amendments and fertilizers is based on products 'identified in the drawings. B. Materials shall be the product of one manufacturer and shall be eithet th·e olieS upon which the design is based or the products of a manufacturer accepted in advance. 2.02 MATERIALS: A. Imported Topsoil; 1. Provide natural, fertile, friable soil free from stones, noxious seeds, weed, roots, subsoil or other material detrimental to normal plant growth : 2. Obtain imported topsoil fr.om local sources acceptable to LandscapeArchitect. 3. Silt plus_clay content of soil shall not exceed 15 perc_ent by weight with a minimum 95 percent passing a 2.0 millimeter sieve. 4. Samples of the import soil shall be submitted lo the soils testing laboratory for analysis, interpretation, and recommendations prior to blending or backfilling. B. Fertilizer/Soil Conditioner: 1. Provide commercial fertilizer, uniform in composition, free-flowing, suitable for application with approved equipment, and delivered to site in unopened containers, each fully labeled according to applicable fertilizer taws, and bearing the name or mark of the maJ'.IUfacturer, Gro-Power Plus, or equal. 2. Provide as indicated on Drawings. C. Organic Soil Amendment: Provide organic soil amendments in accordance with planting plan notes on Drawings. D. Pre-planting Herbicide: Round-Up or equal. E . .Pre-Emergent Weed Control; Shall not be used on this project. . . . F. Mulch: Do-ub!e_ grind recycled-fully composted green waste 8s manufactured-by Aguinaga Feti_il_iz:Ei'r.'Cori)pciliY, lnC., Irvine, CA (949) 186-9558: Size as indicate.iron drawings. G._ Peat-MoSs:_ sp_ag!'n.im peat moss, Canadia'n or European va~ety, free from alkali. H. Soil Sulftii-: Fi~((lu_ality COmniercial grade." . . I. Ferrous Iron Su_lfate: Firstquality commercial grade. . ' . • J. Agricultural GypSum::F.:_i~t:qua!ity.co~merciat grade. K. Ca!ci~m ·Catti~~~fi Lfhi~::•Fi~·t qu~lity. co~mei"ci~I :grade. ·.-.--··-·····. ,' L. Root Hormone~ Su'P.~f-Tlirive. -. ' ·.,· ,•;.'-: .. •" M. Backfill.mix.for gei:iera1,~se:sha·11 be_ in,apc_ordaric•E!:With_ the planting plan notes-on .the·Drawiogs. . ·. ·, '"'._"::·'•,•,-... _ ... ,·-_.,,_',_".':·•;·:·:•_"::-·_-: ,,,:--.,. . . • . N. Excess· soil. shall. be r'emo:Ved:or,rediStribU.t8d. bti_fOfe.,aPplitatioh_;of:ferlili;,:er. Where soil. iS to be replaced ~'y J)li:irits; allOW~ncii: Sljati)e.-rri8dE!c ScHti::if w~Ein .. .. . ... ' '". " .... ' ...... finish ·grading has begun, there shall be lio deficien<::Yin,-the ·speCified_depth 'i:1f,mulched planting beds. 2:os:PLA.N:f:M~TER1Als: ', \ • -·--."-:, • :· ...... -• , • · <·-,: ' • . -~~:id'~hlffi~;r,b~r 1?1antin8~iial Shall be_ true tO' type· aiid nome'nCiatUre ii'l·8cc6fcla"nc~ Wit!l/AJ.cfiriJ:'.sta]:il::lai:d1Zed'R18.ht.Names;.:arid :each bi.iridte. or 'pla'rit Shall be • • • - "pfupi rlYiiCientifi~cf. WittidUf ii bl~: i~ibi'e;1aiie1s~ ' -· -, i ·,'-,":,· ·.:;;-'\\'~1;:Y ,",c':'.'.i'i,~c':· ... :,;<;;--,:·.: .. ,_:;-.'A' .\-:,: .. :·i_;~ _.;,_.,;,q,\·i.'.~-_ . >-__ ,; . .-, , · _ s ::o·ua1ity;·a11C(Sizel-'0:f:RISritsfJriiaeciifcl8ri•Ce:Wltti· ri.il® 8h'd grading of AAN Afriefican:Stal'(a'aitf:furi:·ij\ir;S"eiy:$_tock',"8Fi~ihlfshOwiilOi"dhe. biaWinQS'; -. • ,,::,,-:,;·•.'; ,,., '•,· S,: ;_•·,c, •. ,,,,., ',.\ ... , ~-.-, . '. . • ,' • , _ _,r., .. ,-, ",.,, , • . . . . 1 :-Trei~}-i _fiiO'i:l_srJlri '~si.'·ap~\}td\JAH,ctj~\e.¥'.~Wa.r[:_tj_~v~:a. riofii1a1· .hi:lbit-of g(owth and shall,.b·e: so"L,rld, ti'e.iilth'y.; viQorOUS;. ~iid, free 'fr'O'in JOs9ct ihfeSta'tions. .. ,' . . . ' . ' . . ., ' ' 2. Plants that meet the me:0.suremeniis"speCifjed, bllf'do not possess a norinal COnfi~Ur'atioli· or·balance of height and spre'ad, Will 'he· rejected .. ,-: _,,_;-. ' "•,' ~ . -' . •, ., '\ ' .. '' ,· .. , ', • ·... ' .• 3.-Tre;es and shr'utis'·shairh~ve been growrl"iii container's of thi:i Size Stated on Drawings, and shall have sufficient roots to'hold the root ball together after· rernOval from c6nt8iners Without beinQ rootbound. 4. T~~e1• Wii1;b'e),traight arid'. Of.-unifOrih:Sh~i;,e:.W\ttiqUi damaged, crooked, or muliiP,IEl' fe:iidel's. Tre·es with ab1"8Sioi,s offh'e'f,8.rk/Sunscald, disfiguring knOtS('Or'-freSh:CUts of limbs oVer 1/2-ii'lch:Wh!Ch 't'i'aVesfiot been Pruned and Pclih~e"d Or completely callused, will be tej€!CI.Eii;I':_:.. • 5 .. Ground cover plants·shaU be grown -in flats. or. as indi~ted on_ the DraWitiQi. FlatQrbWh plants (rcioti:id ctittin"gs) sha"n "rei'nain ih oriQinal fl8ts until transp.18nting. Soil shall contain sufficient moistUre·so that ii will not fall apart when lifting the plants. 2.04 ACCESSORIES: A. Tree Staking shall be as indicated on Drawings. 8. Ties shail be as directed·on Drawings . C .. Guyi_ng materials for on~giade planting shall_ be as indicated on Drawings. 2.05 SOURCE QUALITY c6Ni'ROL: A. Agronomic Soil$ Testing: 1. Sol!S Agronomy test shall be obta_inei:I bl/' the ow_ner at the owner's di~cre~dn for th~. purposes" of.establ!Shing soil amenclmenf~:cheduf~ for' bid purposes. Sl.lb'setjuent sOi!s 8ria1Yses or arialyses of organic amenclrhents, p!ante('sOi!s, or mu!Ches shall be ·paid by the ccintractor but processed through the LandScape Arc.hiteCt. (i.e. Provide samples to the Landscape Architect for submittal to ap_proved laboratory.) 2. Take 2 samples of site sol! at a depth of 6 to 12 inches, within proposed planting areas, 8fte"r completion of grading and prior to weed control and soil preparation. 3. Take salTlples to an agronomic soils testing laboratory registered by the State of California and accepta~!E! to the Architect for soil evaluation. 4. Request testing for fertility and sui~bi!ity•aoalysis with written recommendations for soilatnendITlefit,. fE!rtiHZEii' and chemical conditioners, application rates fur soil preparation, p!aTlting backfill mix, hydrospray, and post-maintenance ·fertilization programs. 5. Soils report recommendations shall take precedence over the amendment and fertilizer app1iCati6n Tate's specified in this Section. B. Testiri.g tabpi"ii:tory. l>:t'v;i.U-be. Wal!ace'Labs 365"Coral. Circ!e El S%JU"ndo,''Ck9,0245;.3J0i615-011"6. Tests·shall be·paid f6r'by the Contracior 'El~i::'ElPfthe:· illitial ,testing.provided in the bid specification package. C. Unless noted· ottiel'.Wise in the. "General Planting Notes" the owner shall furnish all initia'i' s011ta'rt::i'1YSl~'Of 0xiSting On~site soi( Th"eni sti::ili be sanip1\'llg areas· • located thro·ugho"ut th~ ·site as selected by landscape Architect. Take 2 core samples at ea"9h_ samPling area. Suitabllity al_ld:ferti!ify analyses with cqniments and recorrlmenclationS shall be provided· for eB.ch s8riipte. 1. Subrhit testing laboratory's interpi-E!tation, recommendations, and comments 'to· Lai'idscape Architect wittiin 14 days clfter tile completion of rough grading. D. Furnish a soils analysis of import soil, lightweight soil mix, special soils . mixes, arid organic amendments prior to backfill. Submit 2 quarts of fin~ s8hd_ and 2 quarts of fully composted org8nic amendmerit/soils conditioner derived from fir or redwood for ·organic and particle size analyses. Do no't mix. Submit 1 qu_art of required organic amendment fo"r organic analysis. .. • 1. Submit soil testing laboratory's findi~gs to Architect within 5 days prior.to baqkfilling. E. Soil testing shall be conducted for organic suitability after completion of planting • in·the soil preparation and backfill mix areas. Submit to the testing laboratory the origii:i.al:a·mendment specification with previously issued bulletins foi" soi! amendments a~d_j~S~a~ation:procedure. P!"Ovide 3 random samples ~f planting ~oil for analysis. Fertility 8n-.i!yS_es, recd1Tlmenc:18ti_ons: and interpretations shall be·fumished by the testiiig ·1abora1ory tb ensure a11 sp'ecified amendments made have been provided. . . F. lightweight sbil mix shall:be sampled after mixing and delivery to the site, .but prior to fillirig planters. SLibmit the oriQinal-lightweight.soil ·specification to the testing laboratory with previous bulletins for lightweight soi! mix. Provide 1 quart of liQhtwefrjht s·Oif· inix ·for ev8fy 65··cubit y8rcts for or'gairn:i and· fertility an·a"1yses .• Fertility analysis, recommendations and interpretations shall be furnished by the testing labor'atory io erist.ire aH specified amendments made have been provided. G. Samples of riiaterials, including fertilizers, soil conditioners, p!:irnts, and other specified materials, shall be submitted for inspection and testing at the discretion of landscape Architect. Delivery may begin upon approval of samples. H. Sari1ples of the native soil shall be submitted if requested to the soils te~ting laboratory after rough grading and prior to soil preparation. On receipt of a soils analysis and recommendation, a Change Order to the Contract will be issued only if revision to soil treatment fs recommended by-the Landscape Arthitect. • PART 3 ~ EXECUTION 3.01 EXAMINATION: A. VeirtfiC:a"tion Of Conditions: ·Inspect and accept the condition ofttie site relative to this• S'ectlori_-6i:ifore co'mmencillg Work. If not accepfable, notify the-.Owner in Wijtiilg: • ~~•-p't'oce8d'friQ Witfi ttie Work of'this Se6tion; the Cohtraclor•iridicates his acceptance of pr~v10us-re1ated work. B, lanascapS work s_han-·not begin until construction· adjacent to ·planting areas has been· completed · and irrig·ation systems haVe been installe"d and appi'oved by Lan·ds:caJ)e:Ardiifeel:." . • _ • • . • • ' ' . ', ' . ·.' " ·,. 3.02 PREPA'RAT10N: • . ·-. A. Protection: 1; PrOvide• necessary safeguards and exercise caution against injury or . defaceiment of.existing' site.improveinBnts. 2. Be responsible for any damage resulting froril 18nclsca-pe plariting operations. Repair dainage and return the area. to the previous coiicliti6n at riO cost to thE!. Owner: • ,,, .. 3.□3 wEED:.cONTRCiL ... ' .... . ·-A:_-.Appiy', pr~\~l~r_ling,~erbic!d~. to visibl~ ~eeds, before ar,d after soil pla~me'nt. . .--~:'!P}~~~-~i~hl\Ve·ea ,-co·ntroi\-li"fii'nEld\8tery aftef'.J?i8ritin·g}iPP!i prierri~~en~ weea .. cbntrormatefia1s: to ·P1ante•d:·a·reas:\!,'ti'fc'h *nJ:ribt' tiS.-see_d'eiL -.. -• c·. Protect eX;;ti~~,.pla~ts,fi'o!T) ~a:mag·~: ;_ , . , .,:.-:·::-{t , , ·-:·:_.,, -·: ' , _ ._ D. After appli~fiOh of weed killer, befor"e ~nd during,pfeirilincii'y a'rid 'fii,l;h gia'dingr . ._..,. __ , .,, .. • .. ,, .• .. ·-,•·-:·.· ·-.-,· .. -:-·,:•,';;c·,-:,-.•cc,-;,,,,.,\'•·'''•':·, •. "· rem am mg weed -and_ grasses-shall be i:lug out by the rqots ~iid-dl.sposed. ofoff-'Slte. weeds·and-Qrasse"s.:n~t-cifthe perennial. type,: lesS than~2~1 /i-ihChes·higfi a'nif not b~arii,g .seed" ·~ay;_l:ie.,.turned. und~r: . Pe_rennial .weeds: and. Qra"s&eS fo be removed incluae; ·biit-~re· iiot liinited.-to the tollO\oVJi'ig: • " • 1. Nut Grass. 2. Alfalfa ; 3. st: Augustine. 4. Puncture Vine. 5 .. Kikuya· Grass. 6. Mustard Filant. 7. Johrison Grass. 8. Wirewood. 9. Morning Glory. 10 .. Spurge. 11. ·B;erniuda .Grass 12-.. CheE!se Weed 13_. Corf1mon Rye Grass 3.04 SOIL PREPARATION: A. CroSs0 rip on grade planting areas to a depth of 10 to 12 inches in two direction~ of !ess-thari -3:t Slopes· unless otherwise noted in the·"Genera! Plantin-g Notes:··· • . . . ' B. Broadcast the organic soil amendments. uniformly over surface of the area to be treated. Rototill the top 6 inches of planting areas to eV8nly diStribute the ameridments and conditioners into the soil unleSs otherwise n'oted in the "General·Plantitig Notes." C. Moisture. content: The soil shall not be worked when the moisture content is so great that excessive conipaction will occur, not when it is so dry that dust will form in the air. Water shall be applied, if necessary, to provide ideal moisture conditions. 3.05 PLANTING OPERATIONS: A. Finish Grading: Prior to_ commencement of planting operations, complete finish grading. 1 .. When preliminary-grading, including-weeding and fertilizing has been completed and the· soil has .dried.sufficiently to be readily worked, Planting areas shall be gi"cided-to uniform:reveis or slopes at a minimum of-2 percent. Minor adj1,1stments to fi·nish grades shall be made in the direction of the water. Low spots and pOckets shali be graded to drain prope·r1y. Finish grade of planting areas sh811 be one inch below graded to drain properly.· Finish grade of planting ar_~as shall be one incl"! below grade of adjacent pavement. Gradihg s~811 be done when soil is at Optimum nioisture content for working. Planting areaS·Shall be scarified to a depth of 3 inches belOw giade prior to piaCirig-le_rtt1iz'e·rs. Rock·and debris-more than 2 lnCheS in-dlariieter sh8!1·be remov90:from ·the site. B. G_erier81:.-Prior to insta,llation of irrigation system specimen trees shall be located as direCted'by-Landsca·pe ArChiteCt. .. •'•• -• ,, ,. . ' . 1. Preparation of Lawn _ beds: .At the tir'ne of planting, lawn bed shall be raked ·lig'titly. to an even surface; removing any deleterious materials, Care Shall bi:d8ken not ·to chahge the-drain.age ·pattern. the 1awn bed shall be inSpedea ·by the· Landscape ArchiteCt to deiermine sult'abJ!ity for planting prior to see·ding. The Contractor shan: obtain-such ,approv81· before weeding. :2: Watering: lmrriediatety. after planting, seeded areas shall be watered with a fine ··spl"ay. ·care being ·taken ·10 aVOid eidsiOr\, and·tne: P1iilltea·8reaS -Kept moist un"til the seed has germinated arid the plants have be!COme established. 3: Wateri~g BaSins: cdn~fruct a firmly comp;cted mOund ~f soil a~und each.tree afld _pia·nt:to_.fomi a watering,basin_ at the' e"di:le'. of,"arl·d fo!fOwing, th'e· shap·e of thEl P.lalitlng pit a_rea. ·Mounds_ for trE!es; arid fm_v.inElS from 5 Q8noiis ofla~Qer. Containers. shall be :ii't-Jeasl 2 incheS high. E:xdav'ated earth, if cap8ble Of reta"iiiing _watE:ir, niay Qe ·used. RE!fiilany. setlremeht. .. • .. -waterirl"gttaSiriS-'s~·arr"fie, ·remove a wnen :requ·e·s1etrb:;tta'r1asca1:'i9-ATCmtecrcut no'1ater th~li-the COinpl"etioii of warranty period. ' C. Plant Pits'. Trees and shrubs shall be installe_d in round pits with vertical sides, a witjth equal to twice the diameter, and a depth-equal to the heighh;ifthe root.ball or container unles·s indict'ited otherv;rise in tffe 'drawings. Sides aiid bottom of plant pits Shall tie scarified. • D. S~tting Container and ~arger Plants: 1. Plants shall be·centered and set on the appropriate native soi! that has been·pudd!ed and settled. 2. Plants shall be Set with thEl top of root baJ1· level , 3 inches for trees and 2 inches for shrubs, above finish grade and rotated to give thetiest appearance in relationship -to adjacent Structures or surroundings. 3._ Use appropriate bac~ll miX to continue-filling plant pits. Set plant plumb 8nd brace rigidly in position until backfill iTliX h,:IS b13en tamped _sO!idly around rootball . When 3/4 of the pit-is ba6kfilled-,-water thoroughly, saturating the rootball. Continue filling piffo finish !}rade with backfill mix. 4. When the plant pit is filled, form sauce~_ ~e_rm around plants with the berm pr!or to dressing. 5. Apply root hormone at the rate recommended by the manufacturer. Tree balls shall be set before application of root hormone, and shall be mulched iinm.ediately after application of root honnone into the root ball. 6. Water plants immediately after planting. E. Provide on-site or approved imported top soil as necessary'for raised planters and bring soil up to required finish grades. F. Staking and Guying: Immediately after planting, stake 5 gallon, 15 gallon and 24-inch box trees. Guy larger trees as detailed· on the Drawings unless directed otherwise by landscape_archilect. G. Mulching: Spread mulch 2 inches thick in all areas unless specified othet'Wise on drawings. 3.06 GROUND COVER: A. ln~tiill !)!ant material in moist soil·in the areas and at 11:11:r s~·Cings indicat~ on the Dra~in"gs;.'in ne8rr6w, insuring :compiete coverage of plailtiri9:are:as, includlr\j' uncfer-and arouiid trees a·nd shttitiS .. 'S.pacings shoWn in-th'e)::ilaflt !ist Or on-the Drawings are·fri~_ngu!ar spaciriQ, uri!ess otherwise noted. ' ,-_ ~-.• • • • B. Instill-ground Cover rooted cuttings, pots, or flats after mt.i!6hii1Q. . . 3.07 FIElD.:C!UALITY'CONTROL: ,v, \',•, " A. Gen"er'al; Notify Arc;hi!ect at least 24 hours in advance WhElii·reques{ing on~site reviews: B. Sc~-~~~~~-!o~ O~:Site-~eviews ; ';~; _:-_-. • • •• 1-.·P_l"(?~jo_b_conf?rence. :,,_. __ . ' .·, .. -,;,----· ... ,,•'' ... ,,,.,,,-•, 2.-.A_(~):npleji◊-n. ot fii'lish grading. 3c _Aftj)mp!etion ·of rotO--tllling. . . ·;_,:;.~----·,· . : .. -·. ,. ' ·-' .. -~/·~~:~.~!11P!~_t_i~~-_Of: fili~~g~di~9-.:}~0\:, .-:;> 5/f".fi_~-~!l~~!ti9t p1~nt_:_1Jiater18_1_s_. .. . . ---.... ,, ..... _.;,_. . _ __ . . = , ' ' : .,,,,;,,;·:,:·,-:.-.. ,, ...... -:,, " ... ', -. ;:.;:•"""'' ,,, _ _. ·'.''-.• _.. . Ei::,t,.'tPl"aht:18Yi:ili_t.priOr;to excava,ting: pits. Use 48" ta(Fi:'{li1:f;tbdge POies to ldc'ate trees for review,:·.·. . . .. .;:E?Sirit\fupi Of ~QJEflri.;dil'fe·re;nt'iCOiOl'SlfOt,;different s()"ecie'5f M8'rk:.SiZ'e'iind typ'e" Oftree. . ·-'\: , ' ... , ......... ,,,;e.,,, .. ,._ .... ',•-,·,,-,-,:••.,"v .,,.,., .. ,, .. ,,,, ·"'··'' ,, • ,, .... ,,,\_,,,,,,~· .... ,, ..... -.,. ·.·:•·, . -• '.' •. '.f SAff~},p·i~hti~Q'!i;lij\bitEi 1;:~~i,:·t;c;aJ~ie _ :-\,::=_,,_,,;:,,,~:·:_:,:it: • : .\= ,, ··:= .-_., .;--:,, .: --. :· .. • -• .. _ · . . , : · :::-::-r ·,:-..\:s'~~: _ . • 3:•AftEffifll,tla1 )p_1a:nurig,.operat10il's\. (One_ tree•With eacn;typ~<ofspecified ,': • ·:staKinQ'Sti'31tbe":~'Jppro_Ye'dt'i,jlOF.:tQ p1E1riting cif tree·s:) '.'-.\\{~..:':::~;_\" . •• ·,:, ,_; ___ . -_,. ·-:;-·i_s,,:::_·:-.--::--.:·-'_-· .. • . _ • -: • -_:_'';\;".'--:.;c,\i:· .. ' • .:•,,-. R .After p!aCerheht.of.di"Sina:ge·course; but prior to p!clcementOllightweiQht soil· mix. :,\ • . . ' . . •. : :::,;;.':,',:·.;_,~·,' . ' -:\·-c. Pre-maintenanCe -Review: . ;;,:\,:·\\Ci:. • •·:f;\ . ' ' • . . ,;;~_ .. ,,.··,t;'. 1. -Artlje> ci:imi?l~tiOt'J Of: landscape-planting_ cipE:lra'tionS,c!l):}fi?!;J9.(to·the beginnflig -. of the formal maintenance period, the Pre-maintenan6e-/!:iyi~W shall be held. 2. Re_quest·on-~ite· revieW of Landscape Architect five ...:.b~h~]~ays prior. to the.com~l~f\or Qf,)ydr~;.!? . .O:~der tt)~\ a mutually' agreeaQ.lf~Ji_~/or review may_ b,e arranged. i At :the;.ume··of revieW; ffie'•area·s-under. the Contract--sh'~/i;ti~::iree of weeds, ae~ct-'1faV~ ?.~,d--i~Sh; ·neau1:t:·u11lvated and raked. stat~/9LIYs and plant basins-Shall bEi in Qoo"d ord.e'r. .-,':-~':.=-, . . '.·. ''. . . 4. If, after the_.l?T~~-i:naintenance-r_eview, landscape Archii¢6t1~i'.of the opinion thalftiEl-WOTkhaS bElein· Perfoi-mecl ih accordance with thii:Di'aWirigs and Specifications, written notice o{j:ir'eliminalY acceptance wm:be•Qiven. This report will Tlote-8.ny items-Wfirch must be corrected, 8.r.rcf State the date of commencenient ahd· cotnplet]On-of the formal mainten8.[li::e·j:ieriod. 0. Final Review: Perform Final Review in accordance with Section 02970 ~ landscape Maintenance, at completion of Establishment and Maintenance periods. 3.10 CLEANING: A. _KeejYal1°a:reaS ofthe·:Work clean, ne8fand orde·rlYat a!l'-times during the period of CO'ntraCt. Clean coilsli"uctiOn aieas at the end of.each day. 3.11 PROTECTION: A. Protect a~~as susceptib!e.ti:f traffic,: by erecting barricades)mmediately after planting. Mi3ii'itain pr6t~cti0n ·as;re·tjliired .. END OF SECTION " ... :·,. ' .. ,, -,,,, \ ., ' . " •i ' ., ., ...... · . ' ., ' ' ' ' " ' ' • . '·'·' ; ,_,;, -------1' 'LJ151 ,. .., ' ' . . . ' • SP!/ARE '90TIN9 SmeoL ~-$- ,,-LIGHT POU: PER Sfllc Ul,HllNG PW,S £ia."ANsrON JOINT. Tl?. SEE.'I.ANllSCA!'lc ARCH1ERJRA.I. '/Xl-CllON PUNS. CONCRETii: J'Oo)lf!G, USE 6000 psi CONCRm. 90,:, RELATJ\'E COMPACTID SUSGAAOE. :-----6 -#4 \/Ef!11C"-l l!ARS --IJ llES AT&" O.C. CONCRETE FOOllNG '· l(filll,; . 1, VfI<F'f, IJi O!;TIILS l'olllt SIIWCl\llW. f\AAS NlO CAlCUl..l.'ll(:!IS c. , .. ,.PfilOO ,lO m.J(;H'-lll ·,lll!l SI/IIT,Of':lllSTJ,U).TICt! .. " . . l'. R!f; TI! M CITY Cf'·lal'C!lr BE'ACfi SfAADA'lll Sll)-'204-L • Fm lltE R£00ll1!0 IMSIA!.1).1100 N©' 1.0CAllOO INSTRIJCllOliS Cf' lltE POI£ LIGHT f1XllJRlc ,im fLIU.BOX. J. RB!R 10 cm or !«lll'Oi'IT B£ACli SJD-205-L. LIG>IT POU: PER SITE UGHlltlG Pl.ANS (4) 3/4" DIA.'d. • 24" GALVANIZED OISEODm ROOS ON 22" O.C. BOt.T CIRCLE. CONDUIT AS REQUIREO BY CNS $11)-204--l 6 -j4 1/eRTICAl BARS_,,, /P 'llES AT B" O.C. ~"m {3) TIES @ 4• 0.C. AT TOP CONCRETE FOOTING, USE 6000 p,; CONCRm. 9DJ; HELAll\/( COl,IPAClEO SUBGRAOE. ANI~ GAAO~ (\;111:R( OCCURS) SYMBOL"" :-----s -ti \/Ef!ilCAl BMS ~"":'. IJ TIES AT 8" 0.C. RQllt/P fOQTIN(l CON~IB FOOTING REFER TO CITY OF NEWPORT BEACH STD-206-L S'IMBOL ~ ~ ·m"r1MmNo Pl"' 00 aiooi 1JG!li sr1ifflimf 1. ;._i, ~JT-_Sl!m II( ·1.'1/4;, D'..I. P,v.e."~:40, ~ S1'ECIFl!ll 01ll00il:;t. m: PW!. -l~~~~rtl:~~;::::~:c~-mRO~EOO~ g:ERE OC,:UllS) f f f 2' r--1 1/4" ~ Pit: cooriurr S'IMBOl -0 OS!:l ~ ,..;,. :l---1/l'•f Pill ooi OR P\lE-.<PPRO® 00\ll<I. llJIIIMLll,I (!URl/1)_ D-~lli \8" A);!) PIil NEC 300-5' \_ ______ __\_ 1 1/4" COOOLIJT PD! l'lAA. "NOTE: All EXTERIOR PUll 80>:ES SHALL BE STAJ<EO 'pRIQR TO INSTAfLATION PER PLANS. 1HESE LOCATIONS SHALL SE APPRO\® BY 1HE LANDSCAPE ARClilTECT PRIOR TO INSTAU.ATION. ANY f'ULL BOXES lHAT AAE NOT !NSTAIJ.ID PER PLANS AND lANOSCAPE ARCHITECT APPROVALS SHALL BE RELOCATED AT 1llE D!RECTI\IE OF iHE LANDSCAPE ARC!!HECT AT lHE CONTRACTOR'S EXP~NSE, • (REF. C11Y Of NE'fflll!T B('J,Q! sri.'llW!D sro--20w) • II i ·1 ll- 1!-111211 =111=111= -1 11-11 _11 -111- 11 ill-II j!)-111= 111 11 cl\l I 11' lill"'I =1·=1 11-111--ii l=II ll!IS OIT/.11. Pa!IAl!IS TD /Ji OOIIOIJCIQR5 IN ~ INSTAUID Ill EmR\00 LOCATIONS • •---Mll,1lllJM !IIJRL'J. 00'™ P01 NEC J00-5·.<S ~ POl<fR' CWOIJ!lS 1i1 Ull[ISCAPE·~. !8" P(ll,l'R'. coilooil'.i IRl1l<I! S111£E'1,! l!O.IDS; • .lllrYS !IRIV<l\'AlS NIil PAAl<i/G LOTS ~.:U- El..!'CTRICAL COOOUIT(S) '_. .. . ' SQUARE FOOTING POL:E DETAIL EB ROUND FOOTING POLE DETAIL EB ELECTRICAL PEDESTAL INSTALLATION EB fYPICAL CITY PULL BOX DETAIL EB UNDERGROUND TRENCH DET~IL 8 .. ·. ' SB-185S .; '.8ta~V:,i~!;:,,,,."""" • 1001ssts\il,;,;:$ul,.J .,-.-s.,., __ • U\. Li:«d . • NSwli#Es'fiRat<d • n---~&;<- • ~=-~IS<I - • 1.AJgO~Sl<:<age • 1.0<.,..-ed f'oi'.W.:,i131'.on ENCLOSURE - . , ... : ' . ,• ... ., " T j) ., \'· -(2) Gf1 OUl\U· .: -··, .. ,, ,, \ ,-(1) OATA (sC!)ll£:8oARD) !!OX . ·• . ' • . •. MANUF ACTIJRED BY: SlRONG BOX , Vil PROOUCTS INC.' (800) 729-1314 .~-----" ' ' . ' . ,--PUU.SOX ' PL!\H \llCW . • :,. L • , .. .-.,, ::. ::,: ; ,x;,, ,:-: ... --:,;:,',_ ,_,,_, __ , ' •-•~·:•";':'•'.'' srnci:i • ci6 ·-/4•~:-i;.;;;rern t (o,YQUT-AT; rOT LOT AUG! FRONT Of' RENCH \\1lH EllPAl<SION SOINT EDGE OF p.oi) TO i>!JEll°SEc'r ADJ. PAVING AT RIGHT ANGLE, rrP. ., .... soi. REL-0.TIVE CO/.IPAClUl Sl)BG;;c~E st:~REKEEPER •j OtLEt ~j~L,Qsua~ 01:l';"1L EB •• .. ,., .. •. •' ' ,.... ., . .,,, .. '' . -.•, _.,-.. , . '. '• " ' •,·, ' '::: ' STA!Nl.£SS S-rtEI. ND!A 3R lOCKABI.E BOX ~lH F\ILL·HING.E LID. SIJllF':0.CC MOUITT ON FENCE POSTS AT 42" SHOP ORA~~-G REQlJlf!EO, LOCl(ING JiASP. YIP OF!· Rt=TJ\ct.£. 01t·, '1' P01:.E Toc;(;l£ $~1TCl-l, • >N 1-<JANG SOX. ·.. ' '· OUTLET /SWITCH ·eox ' ' L-ANDSCA_PE ARCHITECTS APPROVALS . tic.0i\,';:J~E~t~:~~: ~R~g;::c~i~g'[~~~\1:~.\~go~i GRAOt OTHtR -ti.CC m,c Al" INST/lLLA T!ONS \'MICH ARC V15'0lt A(lOVI: ~~~~-A~~E 0~~~1R~tOR~~~~~L56~\~~Q~~~$~\~~'\~t~EC\' RE~ORF. ANY P[R_MANENT 'l~STAlL.l\l!(iNS , ARf MA/Jr. AL[ CONOlllT - SVISEPS Ai<O CONOUITS. MID SUB"GRAO[ fODT:,~GS SHALL BE ,· >'1STAllW TO AC"GOMbDA;f PLAtEMn.rs IIPPROVt'.O 8°\' THE ' LANOSC AP( ARC HlltC ;, ' -, Exi>Osc'Q CONCRE'.n: SURFACts m.ou'1m,' SPCCIAL ADM!X COi.OR PER t,ANO,SC,\Pf ARCHITEC·!S"'SPEC1i1CATIONS. ·' .. : l e' :; 'i c l "i;·,·.c -' , ? .. , \(ifo¼i,.,~dLL FREE ·".. ,:--": :·f:,soo.:.:422-4133 ,i_ " ··, ir )i,.;r-1Wo,o~'is , ·, • _.,-. -'.BEr:,IJRE' YCiu OJG--. '',• ·•,i!'''· ,,,_,. .. ,, UNO~ ~~-AlEirf':Of.~;~F:~IA .. , ,,_. ..,.,,_,_, ·.: ' -. ',· °"'-'' " i ·-' _·:'' -'· ' ' .. ','• . VOLT~GE: 2~\1?0V, 311, ·4W : MAJN: LOGS ·ONLY REMARKS . vot.T"'PS ' ·5520 . ' IAAIC PUMP 15 HP 5520 CON~tClEO LJNf Vk. ,,_9a""ec__8= 938a PANEL. rofAl. COONtC1£.0 Vi<,<. _,20.,~~L... LCL V,,.,-_cnos,"''-X.25~ ~•ais28t._ FEEDER VOLTA/JPS "'_;28s6s28L. FEEOffi AMPS = -""""'- ovr,.rn, ~ LTO lt£C lllSC POltS ' ~ PANEL: 1 MOUNTING: IN!(GRAL IN ·PEOESTAL BUS AMP': 200 :.ill l-'-"'"~1--"=='c=c;--, POf.ESLTOREclliSCJ\ a C REMARKS· ' ' llj-~~•~==t==~=~==•=~=J•[=~===t"~~AA~'c==========· =====~ > t+t • , ... , " SPAAE' , . ' , ~ • .J.__ ,o " ,,,_ PANEL A NOTE: REGARDING FAULT ,CURRENT AV,IJL>Bl£ rAUn CUIIRENT ,(AFC) , IS 42.000 AJ,IPJiEi!ES-.(S'l'l,OJETRJCN-) SRACING AND· IN"!EllRUPT RATINGS OF ALL OVERCURf!ENT DEVICES S/lAlL SE RAlEO TO ~E:IT OR EXCEED 42.00D AFC PER NEC AR71Cl.£S 110-9 AND 110-10 AND 240-8J(C) L,/ GFI CIRCUIT BREAKERS REQU IRED VOLTAGE: 208Y120V,3<1i,4W MAIN, 60A-3P SERV RATED PANEU30ARD PANEL: A ·BUS AUP: 60 MOUNTING: SURFACE ' REMARKS. ,'A. U C £XlrnOR , BUl!.OING: tJGH!l~'G --" Wfil MOUNTEO':UGlflS'-'MEN.-,;: . WM!: , MOUmED'.' UGlflS-WOMEI-L :· • • • STORAGE • fl.UORESCENT-,UGHTIOO' .SHADE'SlllUClURE0 UGHllOO . SW.OE" STRIJCTIJRE'OUTI.£1S., :WI\LKWAY,UGHTSc•, • ;:,,;, ;-., , •., G:I AEL0,1 SCORreOARD:OIITI.£!· en nrui. 1 MAIITT.'18\lUPEN .. " ,GA' AELD t ANIIOU~E•OOX;OlJILEl\ Gil ·FIEUI 1 ANNOUt!CE :BOX"OUllET·· Gfl-'61.Till!G-CAGL1 :0IJ!tB-··, , SPARE -~ .. ,._ ' ;· SPAR£ " "'"" UG~ CON!ROV 0 192 . •. 192 .-720 .- 180 ' ,oo CONNECIDJ lJNE·.Yk. A•-_;,OSWSL, S-386B :,P/LllEl, .. lUfAL-CONNi:cmJ VA.o •• 10300 ; -... '.-•,• lCL V~ 27~0 . X.25,,, _c"°c'- FWlffi ·VOLT~S ~ _iHeOc>oL. FffiltR A\IPS ·-: ; , " --'°'L- Y;·; ' --''"" Jltt IIJ$C ~ ~[MARKS HmD OR'l'ER-MEN . 5 '?-• 1 2 -~•· ·-• -1. ,1500. 3; • >'>-c'-·~, ++➔ •,· I c· =~· C"f-•c"+.-+."'"'+--<' f.'"='°+""c!"""Sc"c''°"""!'""'''"°"'",a='~-~·+k 3 • ,0--1: • +H ,: : >D-',.; 3 540. AYSO. SfORM.E OUIIBS . .. Fl .. 5__ .. ,.,..,..,,., "··"°"''' ·.3 .,· ,540,_ , IJ!TLE,lEAGIJE'.SfORl«,OlJllEIS·,;cGFI ,10.- ' ' ·• ,,;.,..,._.,,, ·3· 540 .. PARK·MAJNT,SfORAGE'.O!JlU1S ·GA ·" +-'~f i~-... - " _..,., .7 '-" .'2<>-1 1 -2· JllO _RESTROOMS,00ll£IS ,_-:, ,GFI " l""-?'+-+"'+c· +"'~+,,e··+~•c· t'a'~"c"'c'"c'c·""'oc:s·' SEN"""""-"',·c"c'"cs· A';_, ·•• ..,_, 6, 300 PlUM81NG·FIXT:S£NSORS-cWOMEN -,. 20-1 1 180 FIELD:2·SCORE BOAAO.OIJTlB .GFI ,..,.., ·10,+,H,o ..,_1 1 180· FIELD 2-MAIITT IJ1l.PEN OIJllET .GA 1 • .20-1 21 22 ><>--I ' l 180 ·FIELD,2clLNNOlJNCE .. B0X·,OIITI.£!· :•Gfl 1 ...... , 23 ,. ,20-1 1 ,180 FIELD.2-moouNCE·BOX,OIJTLEf _GFI 1 ,><>-'•. ""'1. -+,20 ,20-1, 1 160 BATTING. CAGE 2, OIITI.£!., • ,.Gfl •. ,.,..,_ z, ,. ,_..,._, 4-240 -IRRIGATION·CONIROL ,,,._, 28 I '° ""1 0 SPAAE , .. , .to,.,-~• ,z :io;--1 • ·O• • • .... SPAAE ' ,o.., :oJ "J---t-l--t-l--+--1~,Cf------~----C -. ·1 -· ... "" ' ... -••••·.· ,-••••• •c ----~ 'RErnt' TO_:lNiiE·UNE D1Af1l.'J.!·:_,9ifU.£S1.'o ... "· '' '•· ' ELEC1!11CAL METER ADDRESS 20473 EAST COASTAL PEAK 1.5'.C-3µ 11111!1 CU. #8 CU GND +--a FT DRIVEN, oROuNo PER SlNGLE: UNE , OIJ\GRAM 8.EC!ft-OOE'PER, 250--BljC) L¢¢ATlOil ·PS! MANUrAC'IUFlrn'S SPEctFICATIONS ·., ORAW1NG "REVJSION "' " .... SYMBOLS LIST • ----· . CONDUIT ONLY COPPER ruRNiSHED ElY OTHERS LOW VO~ Tf.G[ rui!P=-tS HI' 208V; 3'11. - TO CONlHOI. L~· .,. ~--~< .. ' ,. '•' ' GROUND ~~RING CQNC[At£D IN C EIL!NG OR WJ\ll WIRING CONC[AlED IN FlR. OR UNO[RCROUND .... --·' i ,; : . -.. ' . " ' ·.·='· ' ... •·. -uFEJl,Gfi.ouMl:i· . f'€R'~EC:, 25ir81\c) EXC(RT,20, f<ET 14-~.ru SINGLE ELECTRICAL MElER PEDESTAL . "' (1)",2ooA 1No1viouAU. Y METERED SER~C£ AT 208Y120V,3ll,4W ' ' " -:.·, '' •', . ;, ' ' TYPE 'INlERJOR-I DESCRIPTION M:.vi~FACTURffi/i>ART.'NUMliER LAMP i.i.f.NA MOUNTING l----f-~c°""'=e"="'4-------------+-~·,''.,· .,,,,.·c···c· c·-~-,c-,~~~~~+----+c-"·,.,~-f----'cl•,: - • DECORATIVE. PO~ LIGHT KlNGifl(118R.,:E'AR-MC'. 7o(MOGU()'."'HPS-208MT:-Kl4-'HSS· • 0:9 POST MOUNl!ll·.; ·.:.·_,_ smsOl ,I,.. r;:\ TYPE 2 OISffllBUTION -\IERTICAL LAMP ff-E~TIAl;:'SANO (FlNISH}. !'OSTAMERON ·J!20CT 15 Lu7o '88 • V ~ E HOUSE SIDE SHIEUl 171J-SW0Rt88GE -NO ANTI G!W;ITI COATING • -DUPLEX_ RECEPTAC LE (+12"} Ju~ii: T10N fl OX NA TIONAL ELEC. COO[ UNLESS NOTI::0 OTHERWISE Wf.ATHERPROOF ·Pl-2.4 CIRCUIT IDENTIFICAilON .. (Ponel Pl.Ckts 2 & ~) A"HS\JIWI •,., ' . 'oE~;\ITT~oo •,', ' ; NOTES: -PANEL/LOADCENTER SECTION A-A ""'"-'""""" ,s·pc11. Cl<9 Sll>-""5--1.. ' TYPICAL PUl;,L 'BOX;REQillRED.A T EACH LIGHT STANDARD ,:,~· m<O<JOTMS ~"< 1""1"aU.. NJ;. 0 "'""'"" i:Nos S!<<LL "" ~ ~HH OOCT • ...,_ O.S p,u:;.~ (QUA!. ._,,_,,,u ~.'.,,~.'.:~:., ... _. __ .:, , .... • .. • .. ,."•'-~:.,,,"•"•-'---'"'" ,.-_,., "•" ,• ... \ ~:~'O C<::«(IUT IW~·Sl<'U I)!; oae,m,,nim tOO, OC1Wro< Pl<.L OOC. ' ' -s. PL>L, 00 ~.,_,_~Tes O<sri,,,lo"4:-•~ /I.WPS c,; eri,w,: nrc S.C:R.,, £.C:R, • ' " , .. ' . CITY OF NEWPORT BEACH .. 'P!JDL BON 'DETAILS • ' .U-.l'ROVB!,; ,0.-,.,=M.•E;,,. D~" J.,1,;004 DRAW9tGNO,. ~ FAu1..T ·c1~1T: • ~f"TE<: F'ROi"E:CTtc:N -.. " ' •, -NOTE: . All WORK TO COMPLY 'MTH CALIFORNIA BUILDING, 2004 CALIFORNIA ElECTRIC coo( AND TillE 24, 2005 CAUFORNIA ENERGY EFFICIENCY STANDARDS. ""/='(>f e•••o l'D ~ve;s, TJ.PC. m "'""'-"-" ~.,. 1" i, FILI, OIA~mll 120/240\i CIRCUIT SPLICES ,·,~~o,l.~1:l =-•~·~ J ~~=·.:.-:~,~:':'-, ' -~ ~-) >11/SC<>!Oll !li!N<I) Sf>'.lTCH KOU: ~'IT_ GENERAJ.;;NOTES: ll'OIMS <, Bins. ~i<:r, C-TA/'. sEJ!iE:s $471«.• .<S,l«OIJlllU>• USE .""°""' ·., ... ~,,.,. W.,,'IJF'.<CM<rl<' • •• ,. /.!l 'j,Moi,·..;,,,i,i,loh ,t;;i •• ,koi,.a-oo;,p,,,, ~""-~;,~ .. ,~-~-~;;;;,;;.;~.,~·II\<!; ~ ..... -~,.,-..· .. , • • ' ' . ' -. ' .~. . . . . :,. em,,., ..... '°' •-,,_..,. .... 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' STM!PARD PHASE -CONOUCJOI<' SlJ>-lOI-L ' ~:ZOZ-~-A --,m,-;;;,:?,i p -- if!Q ·-""'"-"OEU 11i fflWH """""'° lf1Z lt<ll<l ~sD<Q ~~· ,1n:,.1?U-·•:,;,,.-= • • • ' i!> TI<,:,>. S.,,d"' s,,..,,,a ,,, ........ Sor-d <>' ""''"''" '·.::,::\:;:.,:~~ "'NOT[: . :ml~~, r,o l>l""'-snw<om . ~i rm,,,: s.o• .... ..,...., T<m>~ ... ....,., ...... ~~.;.;· ,:,1i,,O,.,..,, _,""<of, ~°' t, Oo!t, 'St-•00''"°"'· -Si<ie,-•c,o· . ..,,~~,;_;,,;,, ........ ,.~,~--' • ,••, ' : .. :-- • . _._" ,!.C l _,.·,' -, -.· p,..~, ,ue..,. ,,, .. ....,,, »RA "1!".C, NO, .. --.... , __ . ·-•. '\• . ::: :. . " ' .• I I ' I ' I La' y "'~· I I I SIDE VIEW M'iltiSCAI.I[ -I ·, I P.C.C. ,.,,., A.NO Wrra< .,-;,.,:,,"-:.· ,_ "'-'-"''°"°""'O l<A.oow,ns. Mc,JH1$. t<UTS. 001.TS ~O NO'IES: e,s,: S>!I.LL ""'ST""""" .-rESL . 3. ><m• rA<f.S SlReET, i'--AOo.s',:ss;:;;l", Kl(>!_. 111.M>< """' sru'-S'l!OK """S'3<S/1Lm><S FRONT VIEW ClTY OF NEWPORT BEACH ~uCwORKS DEPri~ :::- .. Sc,l"N.T.'l. '·, ,., ,. DllAWJNGl'iO. , . ' .. ,, " , ;;s' . ·.::: .,., ' -"I , '... • L----"--·-~------""c.e,",.,"~-.~-------c,-'-•·--~----c.J•·•·:,, '-~-·.•· .. -... ' . :,,'-•-,. ', ' ' ' ,: ... ' .. •. ' • ' ---,:,·, • . .·\ •'-" ·, ,'i,\-•::· . ·.v,, .-:.•,: , . .. \ \_,, :' ,:·;;, .\ \:,.,," ',_ :, • ,, .. ~· ... ' " ., ,. I "' " ,. .. <.i •, Co· " " PLAN CHECK NO. ;:.-,";: ~ Y-''' : ·, ,· ': .. : '\ •, :,, ·; :::,,::.;) • "'' < ..,,.,i,,:i• ·' ' ·,, ·, . , ' ·' . ~ ~ ;, . ' ,· ' . . . ' '_ ' -, ' '· ' ) ,, . :v,:: ,,, • .. '': .\,;,." . .. ·oRAWN,,-;,-, .• STAFF· •CHECKED • RCA ,, Q~l.l:' '5/21101 JOB'NO. SHEET . ' . " ' • . • '" ' • ----• ------,:\ 0 • ~ I I u) 0 0 <S 0 ul ,r, 0 I I O < \ I < < I I I 1--------\ \ ,,,. .... I r I I I I ' I~--£\, ,· I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ I I I I I \ I I I I I I I I ----- \ \ I \ \ \ I I I I I C I I'-... I L-- 1 I ' ' ' ' ' ' I I ' ' ' ' ' ' ' ' ' ' I I '' 0 ff ,A ' ' u, '' 0 '' -' ' ' ' I r I I ' ' I ' I ' ' • ' ' <' --- l(J stj- 0 - DIAL TOLL FREE 1-800-422-4133 AT LEAST 1WO OAYS BU'CM: YOU DIG • UNWRGROUITTI Sffi',1CE AWlT Of' SOOIBEIIN C,WFO/lNIA ' 2\ <' ' -- 0 l(J stj-n 0 0 ---- I I ' ' ' ' ' I I \ ' I I I I I I I I I I I ----- ,, • ;,/ ,, / _/ -"' '\ '-.,,/ \ I I I I , I ' ' ' ' ' ' I ' I I \ I I I ' ' \ I I I ' ' I I I I I I • I I r I I I I I I I I I I I I ' I I I I I I I I I I I I I .J, I I I • I I ' ' ' I I I I I I I I J 5' I I I I ' I ' ' I I I ' I I I ' ' ' ' I I I ' ' ' ' ' I I I I I ' I ' ' I I ' I I I ' ' I ' I ' ' I I ' ,--·------' ' ' ' I I ' I I ' ' . SYMBOL 0 0 0 0 0 0 @ ...... ----· ------ I'/°"\~ LEGEND li'OR ~TES CIRCUITS • CON~TORS/CONDUIT A-17 {Gfl} 1.2s·c -J. #6 THWN CU, H5 CU GND A-19/21/23 (Gffi} 6f10 THWN CU A-17 (GFl) -1.25~C .1 2 /Pi lHWN CU, 16 CV GND CONIBOL 1.25" C NYLON PULL ROPE SCORE BOARD \ A-19 (GFI) 1.25"C -f!O lHWN CU, /110 CU GND A-21 (GFI) j.25"C -J,,1/10 lHWN CU, /110 CU GND A-23 (Gfl) 1.25"C -2 }mo THWN CU, #10 CU GN_D COACHES SWITCH 1.25"C -#10 THWN CU, §10 Ct:I GNO a ·. \ \ 7 / / ~·· \ x \ \ \ \ -------------------------· COASTAL PEAK PARK SC.AT .E 1" = 20' -0" 1000 ~ ~ .~ NO)C • .-,-: • FUlllRE SCOREBOAAO LOCA:TION. . SCOgEB0ARD lO BE "INSTAU.EO BY. · -erfY OF NEWPORT BEACH (NAP). PROVIDE PULL BOX, CONDUIT, & GQNOOCTORS PER "IHIS COtflRACT. ~ ~ ~ 0 0 I ...___ ~ ~ I \ \. . \ I 'j,, z._ . ., I I ' ' I ' \ I I r--<1 ) '1 / ·/ \ I I I I I I I I I I I I \ r I I I I I I I I I ~ I \ I , I . . \ ' I I I I I I I I I I I I I I I I I I I I I I ~ I I I I I I ~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -1 I F I I tJTY OI' ~EWPOisl 1/E,\CI! B~ILOING OEPARl"~•T I I I I I I I I ~PPROVM-Of TflCSE PLA!<S l)O<S NOT COHSTlTUT~ €XfR.SS OR nm.teo IJ.IMlRllATIOll to O)IISIBlJCI Alff >)!JI-~ IN "OLJ\liON Of 0~ 1•00!!'l:ST"'1 WITHlll~ ().'lOl'WIOO:. Pi)JIS.~0 POllOES Of·JHE CITY OF =Ma! 8E.\Cl<. ll'IS APPROll>l oc,s !!OT GUAAANT.'i nw lHES. ,u,.t<S •RE "'AU. RcSnCJS. ,~ co-CE ~ rn cm: 1'llll.!lm6. ANO ZOl<ING OROIIWICcS, ~~,~·-""'.!CC{S. lHE cm Of r<rnPOR) S~l RES.Rl'E'l 1HE R>~HTTO REQUiRE hSY ~=m• '0 RE'/~ THO ElllLDM S11'11ClUR€ QR 11.l!'R{MtlAEITT ~UTHOlll!EO 8YTT<ESE PLi<r. !<EFO.E, OURJIIJ OR AFT<~ co Sl UCl!OH. IF •<CESS/Jfi TO 001/,?L' Wr1H Ta( ORDIIWICES,f'WISMOPOL>CIESOl'TIIECITTOfi:EWPOmWiCli. I I I I I I I I I I I I I I I I I I I I I \ ' ~ • LIGHT FIXTURE KEY SYMBOL I • I .I ' I .I I • ' ' ' ' ' I I 4 I I I I I ' ' • ' ' ' ' I I ' ' ' ' I ' I I ' I ' ' I I ' ' ' ' ' I I I I I I I NM!E/J)PE I I I I 'I I I I I • I 0 I I I . I I I I I I I ' I /i ' I /,i ' I • I /i ' I I I • / I I I I • I I I ,< ! I I I !\ I \ LANDSC,f><PE _ ARC-.1:!ITEC.T.5 APPROVALS IN THE c;Af;E OF All.~ FllU. eoxe, ~ 6RADE 1-tG!IT FIXIVRES, aEGTRICAL. SERV!Cl: PEDl$TAL, .II.ND All. oni£;R-EI.EC-TR1CAL. ltb"TAUAT!OHS WHICH ff'.E V!S!el-E ABOVE oSRADE. THE =~r~ sww. $TAlQa 1.oc,•,:r10"'5'FOR 1HE5lo 11&15 .II.ND OEITAIN '!HE M'PPO'//>,l. OF THE LANPSCN'Ea ARG!lill;C,T BEFORE Am' ~Naff !16TA!.LAT!ONS Af'E. MADE. Al.I-GONOUIT 5~ .II.ND ,:;oNtllJITT,,,",MP ~E FaOTIIWS SW-U. EIE !NSTALI.£t> TO A<X,OMODATI: f'~TS. AF'Pl<O\IEt) Eff '!HE ~ ARatil'S::,r, ' EXf'05ED ,:,ONCl'(ETl:s $JRFACES ~lRl:a $PECIAI. AP IX WI.Oii.·PER LJ,,Nc:)SCAFE J,,R,:;Hlrec,TS WECIFICATIO er:, 0 • " • ~ ~w • • • ! ~e • • • • • E-< • I < .....::l " ~ ~ :::;:,· 0 • • m • er:, • • . z . ~--5~ • g ' • • • • ·~~ • ;5 • • • ~ = • • " .-·• I I •· " ~ Pa.AN CHECK NO. " e " :, w • • z j IL w t--cii _J .<( 0 ~ fa _J w DRAWN ~AFF I CHECKED FiCA OATIS 6JZ7107 JOSNO. .SHEET l I ES2.0 I l . I', I I I I • • ' • -• • • " . . • I I I I I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I ~ I I '...._ I L--1 I • I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 en 0 I I~ I I I I I I -- 0 st- 0 -- en n . 0 I I I I I I I I I I I I I I I I I I I I I I I ,_,_..,. -----~ f-ES1.o .. ------------' I ' I I I I I I I I I I I I I I I I I I I I I I J ~-I I -I r , I j I I I --, I I I I I / / / / ,,,..,. .,,,,.✓ / / I I I I ;,,,,-,/' _____ ..... / / I I ' I I I / --·~·-----·--I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I • I ' I I I I I I I I I I I I I I I I J I I I 1--I, -I I / I I I I I I I I -- -DIAL TOLL FRff 1-800-422-4133 AT I.EAST '!WO DAYS • &l'OOE YOU DIG, tmiiEMR-Outm Sf!MCE Al.£l{f 01' SOITTIIERN CAtlf'ORffll I . I st- n I I I I I I I I I I I I I I I. I I I I I I I I I I I I I I I I I I I I I I I I I . 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II " : I I ' I , I ' 0 I I I I I I I f I I I I I I I I I I I I I I I I I I I I I I I I I I I ' "I !§/ I :c;f ·f-' I 1 I ' I ' - I I I I I I I I I I I I I I I I I I -fc I · / ,7 STING TElfPHO '6"x4'x6' M.H . /'.// 58+64 SGWLIBE /,, .0 LIGHT FIXTURE KEY ""'"' / I I { /, • NAME/TYPE • flXiURe: l'll'E 0 I j, ' I I • I ' / I I • I I , / ./ I I 1· .I ·, /,: .. ' ' • I I I I I I I I I I :,..___-... I I ', I I I I I I I I I I I I I I I I I I I I I I I ' I I ---~----~----~·---~---~--~ I ,; I I I I I I I UGEND FOR KEYNOTES ~/',__'™ __ aO_l_+-~C0RC\J=llcc> __ _,f-CCcONcDcUcC.roRS=c/C000N00U01T~ ____ .., Ii fl-9/13,15 125"C -4 #10 lHml CU, #IO cu Gt,li) : I A-.17 {GFI) 1.25~C { 2 ~ lHYIN CU, fi6 Ct.LGND' I/ A-11/25/26 (GR) 6 §10 IBWN cu // 0 A-18 {Gfl) l.25"C I 2 16 TH'@J"CU; §£ cu GND !/ A-19/21/23 (Gfl} 6 §10 lHWN CU , ' A-20/22/24 (GR) 1.25"C - 6 #10 lHWN CU, §10 CU GND . 1 SPARE (2) 1 1/4" C SPARES • !:I , J.25~c -4 11n THWN cu, 110 cu GND 0 A-9/13,15 A-11/25/26 (GFI) : / t25"C - 6 flO THMI CU, #JO CU GND 1 "-, .1.25"C -2 §10 lHWN Cl:, 810 CU GND --~ l.25"C -4 610 THWN CU, 810 CU GND 0 A-13,15 A-25/26 (Gfl) ',,, ~--c,---=-t--"C.::C.cc.:.'.--+----..C.----'-':....--.,.-, -1.25"C -4 #10 lHl'M CU, 1110 CU GND 0 A-25/26 (GFI) © © @) ® @ 0 A-25 {GFl) • l.25»C -2 #10 THWN CU, /110 CU GND · A-26-{Gl-l) 1.25"C -2 /110 THWN CU, #10 CU GND 0 A-13,15 1.2S"C - 2 4/IO 1HWN CU, §10 CU GND A-9/t3,15 A-11 (GFI} A-13,1 5 © A-17 (G~ A-19/21 23 (GFI} A-18 (Gfl) A-20/22/24 (Gfl) .A-18 (Gfl} A-20/22/24 (Gfl) ® A-1_3,15 A-17 (Gfl) A-19/21/23 (Cfl) A-17 (Gfl) A-19/21/23 (GFI) @) COACHES SWITCH PANEL A 1HE WORK HERDN SHAll INCLUDE LINE SlDE lNSTALLA TION SY VERIZQN. INSTALL/1,TION OF lliE TELEPHONE L/1,lfRAL REQUIRES VERIZON 10 INSTAU. A CABtE SPLICE AND 1£RMINAt !N lHE MAN HOJ.E AND l}{E. C(JNJRACJOR WORK SHAll .!NCUJJJE CORE DRIWNG INTO MAN HO\£ AT LOCATION DESIGNA1ED BY VERlZON. 1H£ CONlRACTOR SHALL MAKE CONTACT WllH VERIZON TO PROVIDE - lHE SPLICE AND 1£RMINAL -AND SHALL IWCWDE AN AllOWANCE -•.... TO COMPENSAlE AU. VERIZON CHARGES FOR .lHE SPLICE AWO 1£RMJNAL 1NSTAUATIOW. • CONTACT: -ROBERT FlORf:S, 714-375-5701 --------_ _____.c...----------1 i ES2.2 ~ I SITEKEY LANDSCAPE ,ARCf-llTEC-TS APPROVALS IN TI,11:1 CASE Or AI.L UND~ PULL 60)(!:5, A00VE GRAD!: LI~ F!XTtlRES, ELECTRlCAL $ERV/CE F'l::DE&TAL, ANO ALL , =E.~~~~~;T~L~Ti~~~~ i \ l'TEl'W ANO 05TAIN Tl-IE ~AL OF THE LAND$CAF'E ARCl--ll1Eqr 6SFORfi ANY F'EFlMANENT INSTALLATlONI:> ARE MADE. ALL CONDUIT SU.1EEF$ .Al¢> CONDUITS, tiND SU$-~ FOOT!Na,S 5).141 I BE INSTAl.LED TO Ac;c;OMODATE ~TS ~~ e,y LANDSCAFE ARC1411'£CT, EXPOeEP CONc;fllETE $1ll'<FACES 1=!£GIU!Rl:. SPECIAL ADMI - COLOR PER ~PE ARCl'!ITECTS SF'ECll'tc::.ATJONS. - u::,o • • < • E-w ' iJ • • ~~ ' • • • • • 0 ~ E :i • < 0 • • ,l =o • 0 • i ~o. 0 0 < < c:,• ' !i c...,o ' • < u • • r i = = z; ' -• ·t ::. iii • -f i • • Ii PLAN CHECK NO. CHECKEtl - JOB NO. '""' • ' ' • ' I,) L '6 ' ' ., ' ." I I I I I I , I I I I I I I I I I I I I I I , I I I I I I I I I I I I I I . I I I I I I I I I /--....... -1--i-~1· I I I I I I I I I I , I I ' ' ' \ ' \ \ \ \ I ~ ' ' \ \ I \ • ' I \ I I \ I \ I :, I I II ' I I \ ' ,-- ' I I I i \ I I I \ \ I \ ' \ I \ ' \ \ I tI) 0 ~ 0 0 -- \ ' \ \ I \ I \ I \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I , I I I I I I I I I I I I I I I I I I I I I I I J \ I I I I I I I I I I I I I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I L[) 01 /. 0 QI I 0 0 ,' , ~ I ~ J I I I ----' j I I I I I I ,-.-+,' . : : ." , i l • :, ' I • •• I, ' .. ' . . \ ', . •·' -I I I I I I I I I \ \ I \ \ \ \ \ \ \ I I ' \ \ \ I < \ \ \ \ I \ I \ I I I I I I I , I I I I I I I I I I I I I I I I • / / \ I \ I \ \ I I I I I I I I I I I \ I I I I I I I I I \ \ \ I I \ \ -\ \___ - I I .,/· I V -----l \ I I \ \ \ \ \ \ \ \ \ \ \ _\. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ DIAL TOtl FREE 1-800-422-4133 AT l.fASf ll'/0 DAYS BEFORE YOU DlG ' ,CN~oRGROON!l SollVICE AU.ITT ,Of ·SOlJlli'Eiltl CAIJF-ORW. \ \ \ I ' I I I I \ I I I I I I I I I \ \ I I I \ \ I I I I \ I I I I \ I I \ \ \ \ \ \ \ I ' I , ' / I ..JL / / \ \ ~ '(!A\ --- / rn / 0 --------------- ~ ,,~ I' i,U.. ~ ~ ~ 1 l<\ ,.J ~ kco" ~ \ .J& u,-v c!A1 ~ I~ ------ , I v --- 0 ----· -------· ii'1 rn 0 _J / / / / / NOT£: FU E SCOREBOARD LOCATION. -SCO EBOAAO TO BE !NSTALL£0 BY Cl OF NEVi'PORT BEACH {NAP). P VIDE PULL BOX, CONDUIT, & DUCTORS "PER THIS CONTRACT. ---------------------- COASTAL PEAK PARK SCALE 'l" = 20' -0" I I I I I . I I I , I I I I I I I I I I I I I I I I • I I I I I I I I I I I I \\ \\ \\ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' /· I I I I I I I I ' i I I ' : I I : 1' I I \ I ,,._,, I I I I I I I , I I ' I I I I l <( w Q_ ' ~t _J <( \-- (fl <( 01 T ul B \ \--I (fl i ~1 WI EXISTING\' SCE f--40" X 6 " H.H. I I / 1 , 11!1'-----! 1 ', I I I l--- 1 I I /1: I 11/L----.: I! \ \ : I I l / / \ \ , ! I I 1r \ --1" I I \ ' ' • I': ; \ : I I ' ' I • I I I • I ' I I ' : I \ 1 1 I I I I • I ' , I I , I 1 1 I : I q \ I : \ , I I , \ I 1 1 -....._>-____ ; I .,.,.,, . : r I I I I I ·1· : ! ' \ ) \ \ r \ \ ! ' \ I I I ·, I \ ' I I I I I I I ' I \ , ---j I I I I I I I I I I I I I I I •, I I I I I I I I I I I I . I I I I I I I I I \ \ I I \ I 54+621 I • I ' l\L • ' I I I I •1 I ' ', • : I \ I ' I • \ \ I I \ \ \ \ .\ "+--1 SCE APPROVED 6' X B' lRANSFORMER PAD PROVIDE ANO INSTALL PER SCE REQUIREMENTS ~--,if---l lliCTRICAL METER PEDESTAL 208Y120V, 3¢, 4W -200 AMP 20473 EAST COASTAL PEAK "APPllOX. SJA 54+00 PANEl 1- . I I ' I I : ' I I " : I\ { I \ , I I , I \ Ii \ i ! \ I I I I I \ k ' I \ " ..... ..... /\ -l l -,~ ..... - ' I I \ \ \ \ \ \ \ I \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ • • ' • I ' \ \ \ \ ' ' • • \ \ ' ,, t ' • ' \ ' \ . \ : \ . \ : \ . \ ' \ ' I' 'i-' ' • ' - S'i'J,,\BOL 0 0 0 • IJ'l'flOV/,l.TO!SSlJE ~~TE: LIGHT FIXfURE KEY S'IMBOL NAME/T'l?E . ♦ . Fl:<TU!lE· l)'PE 0 ------ CIRCUITS A-18 (GFl) A-20/22/24 ( A-18 (GFI) CONmill SCORE BOARO A-22 (GA) A-24 (GFI) Sf?ARES COACHES SWITCH PANEL A FEEDER PUMP mDER SCE LATERAL 1.25"C - /16 1HWN CU, f/6 CU GND ·6 10 lHWN "CU lHWN CU, /j6 CU GND. ON PULL ROP.E iHWN CU, §10 CU GNO . 1.25"C -2 O lHWN CU, ftO CU G!'ID_ 1.25~C -2 10 lHWN CU, §10 CU GND t"C -3 #2 0 lH\'11'\l CU, fj2/0 CU GND. (2) 1.25"C SPARES 1.25"C -#10 iH'M'l CU, #10 CU GND 2"C -3 §2 THWN CU, f2/0 CU GND: 1.5"C - 2 # 0 1HWN CU, 1J8 CU GND. 'fLON PULi.ROPE QIJ\REMENlS LAND5CA EE ARC!-IITECT~ APPROVALS l I ~ I IN Tl-<E CASE OF ALL LJNDE.R6ROUND F\JLL SO~, A!30VE GRADE LIGl-lT FIXiU~G; ELECTRICAL $6~Ci: PEDESTAL, AND ALL =E.~~:t~*J:~;T~L~Ty~~ ~E ITEMS ANO OaTAIN Tl-I!:: APPROVAL OF 11-lE. LANPSCAF!: ARCl-l!TECT eS"ORe AN'!' f'Ef<M,!,HENT INSTAU.ATIONS ARE HAPE. ALL CONDUIT SUEEPS ANO CONDUIT$, AND SUB•G!RADE FOOTINGS. 51-!ALL :E.IE INSTALLED TO ACCOMODATE Fl.ACEMEl-rtS AF'f'ROYEO 6'!"" 11-!e LANDSCAFE· ARCl-llTECT. : e><POSED CONC~ SU~ACE COLOR FER LAJ<U:>&CAPE A . ' _ .. u:,o • " • E-e • t • • ~[- • a • • • ~ , ~ " ~ • ;;; -6 =a • • • i en. • • Y:,• • i • c...:, 0 i l ~~ • • ' • " =-• " a • • ~ i 0 0 • PLAN CHECI( 0. DRAWN ST~ ,,~ 6127107 JOS NO. sl-iEET -1 • • I -• •• i ES2.2 OF ·35 SH.Eel"$ I I ·-J ·, I I ' I I l I I I . •-· ... __ .,., .•,·-· . ,-.-· , .. • \ 1 • I ···-~ ... ,. ----- ., \\--;... -, a - - 0 / a • a / I I I I \ \ ,- / \ ) ( / I I I I I I /// /, I I I I / / t I ,/ I , I , ,· I ! ; , I I I / I / , I I / / / / ' ' \ \ ' \ '·. .' ' , . • i ' ' ' . ' \ ' \ \ \ ' \ ' \ \ \ \ PUB LI C WORKS DEPARTMENT CONSTRUCTION DOCUM·ENTS FOR COASTAL PEAK PARK APPROVED APPROVED 20403 EAST COAST AL PEAK NEWPORT BEACH , CA DIRECTOR OF PUBLIC WORKS CITY ENGINEER DATE DATE STAFF APPROVAL NO. SA21J07,-0099(PA2001-1s0J ) Pl.ANNING OEPAATh!ENT 3300 NEWPORT.'BOUlE\l,'JlO NEWP0RT'3~CH. CA.92663 (949)¼-~200 FAX (949) 64~9 SePtember 10, 2007 The Irvine Company ~tt~: John Sher:vii(?.Od ~{50:N_~port Cei:i_t\3r Dnve Newport Beach , CA 92660 APPIJCAi10N: SUB:JECT· . ' -APPUCAN'f: LOCATION; ACTl0N: Staff Approval No, ~A2007-009 (PA2007-160) Coastal Peak Park The Irvine Company 20403 E. Coastal Pe.9k APPROVEB .T_he ·n-~w p_u~l!c p_ark (CoaS~.1 Rea:k. Pa{k) 1'1'.aS. appr_ov_ed by the Co1,1nty of Orange through '.lan_01~g App!icatrons f A_ 00-0.111, PA 00-01·13, and PA 00-0114. Th e -active park aPpro'val rn duded, but was not li1711ted to. the foll~1:"!ng : an active sport field area, c"Ourt sport areas, a park~support structu_re f!ce, restroom fac1ltt1es}, a pa rkii"fg lot area, and the minimal necessary s~fety,and security lighting,. ' Jh_e proposf:l~_"Ch~nged Plan" submitted by the Irvine Company as required by the county 1s in s_ubstantra( conformance wrth the County's app rova l. Coastal Peak Park will.include the following amenities: restroom structure, two shade shelters, tot lot basketball court b ti' cages, two bas·eball fie lds with backsto ps and dugouts, picnic' areas and so~e-','"19, overlays. ' • 1e Approval of this "Ch~nge~ Pli'in" by the Planning Director does not include other approvals required to comply with City procedures. Sincerely, DavidL eno, Pl_anning Director By T/. ·.~· ::::1~-~-~ ~osse " unim Rl8nhir'!g 0epi;.i'rtme:nt Attacfimeht: Site Plan Cc: Clark ahd' Green Associates Atti1: Beth N.elson 150 Paularino Avenue #160 Costa ' Mesa,· CA 92626 ' ' ' ,_. ',;,.:J-- l·\:,.,,:•,.,:_ -' --. FUNDED BY: ASSESSMENT b DISTRICT 01-1 IMPORTANT NOTICE • Section 4216/4217 of the Government Code requires a DigAlerl ', ldentificaUon Number be issued Delore a "Perm~ to Excii11<1te' will -' be valid. For your OigAlert I.D Numtier call Underground Service ' Alert TOLL FREE 1'800-422-4133 ' • ' !> ' I . ' I ' ' t " ' \. I • . • ~ • 1 ' ·1 i' " ' ' two WO~ing dilys • ,,., \ , " "·ro· , , ,-•, 'f =reyoudig. ..,, ··I ,. •·•-~ ' ' ' I i~_:\, -. : _r ~'. ! ::1-, -: .;,:.:,.:'.'.:!, _.._·._,._ : . :_:.~ ~,~:~ . .,... ,,, .. r-------w™fi'viii'AP---------------:~m"wi'P""'----------r--------;::;:;;;;c;:;-;;-;:;;;:;:~--------·'----'--,-;;..;;::···;::·· ~-=~------'-'-=------"-'--"---~=-•• ·.: ... , • VIC INITY MAP SITE MAP CONSULTANTS SHEET INDEX •• •·· • ' , • • ', ·, ... ,: ~, r---~-:~/=---_-~~~;:=-::;;:---==--~TRA~c~T~164~63~;;:;--1======~~::=-~;.;,_:~~~===-=== :c,1,----r7L6A~N~DS~C~A~P~E~A~R~C~H~. l~TEEIC~Tf-----------------t-~IT~E~E~N~•G;IN~E·E~R~IN~GUP~LA~N~S:. --------------;-----.. ','. -~ ~: :t, ~ii-<oO -~'0- G 0 0 > ~ 00 0~'0J;... Nha .. , RIDGE PARK-ROAD EAST •,, CLARK.AN' o'GR.EEN ASSO.CIATES ' iti '(\f'. ·, •.-,,. ,v ~0rft OF VISTA Ri□GE ROAD 1 TITLE SHEET , ... fl' .... Jt. ,_¢,'_:· .. , . .__ _ ___,. NEWPORT BEACH, CA 150 PAULARINOAVENU~SU!TE '160 .-:·. ,_\. _, -'' ' . -;' l k:? : , ;,;,.·-_ ~'c-.,,,,,, _ COSTA MESA, CA. 92626 2-3 DETAI LS, GRADING AND GENERAL NOTES · Ii[' ll. ,,.;:, ,.s 1 • \ COYOTE CANYON ROAD (JN UNINCORPORATED '-~ , 4 EROSiON CONTROL PLAN , ; . ...;1 0 }: _,{' ORANGE cauNrrJ • PHONE,(714J434-98o3 FA)( (114)434-9109 5,s PRECis1: GRADING. ~''"N • . . i < 4;>' ,i ,ifrA1yspOf?-,. ·-I! ATTN:E}ETHNELSON/CHRlSWIRTZ r •U"\ /i,,-·· , .:, t,: ·o _:,/ t\ ,-. I •Ar10N coR ;; if ~'1::::s:c.•.•··PROJECT SJRUCTURAL-ENGINEER (SITE ITEMS ONLY) 1~:1J ~~~\ro13f:f1AoGJt~'tu~TRIPINGPLANS ;;:. ··• i ~ iti;i i' RI DOR •' , • cf 1 . CORREIA CONSULTING 16-18 GEOl'ECHNICAL REPORTS '' ':... '., U i ~..';-' :)f.· H\LLS ?,.U VISTA;..-_,-- RID RDAD NEWPORT COAST DRIVE GENERAL NOTES PROJECT LOCATION ii, LOCATION 16912 BOLSA CHICA ROAD, SUITE 101 19 SURVEY DOCUMENTATION ' -' ' ,, ,~ '" ''"'"'' "' ,, Ji ; \y ~\ HUNTINGTON BEACH, CA 92649 ·, "'"·''-'' ·' y..&. R\''-I"":'' lb"i ~-1 .l c 7,.:YA I PHONE:,{714) 840-5582 FAX: (7 14) 840-8691 ARCHITECTURAL PLANS \ -~' ~ ;~ .. ;~;~(i i? .;~} ~ , I,,<~ ATTN, WILLIAM CORREIA AO PROJECT DATA, SHEET INDEX, DIRECTORY,. VICI NITY MAP • 0. 4/· ')!I.'.' Pc~ ' ' ~ ~ _A' ~~~E~~E~~~1~AL ~ i!~~~~~~~titt~JS:: ::::::~::~F PLAN , SCHEDULES · ! f ;: •• ' ;';=~~rm\) -ii. 17991 FITCH A4 RESTROOM - EXT ERIOR ELEVATIONS AND SECTIONS ,;;,_, lli.::J' <;),!,·.· ,i>.u''i r, I IRVINE, CA 92614 AS SHADE PAVILION -PLANS , ELEVATIONS AND SECTIONS v, ,.._ l ~ PHONE: (949)442-2442 FAX: (949)476-8322 A6 INTERIOR ELEVATIONS ~';F · OO, ja:,.; • \-, ':\\\~:;,, u ATTN:TERRIWRIGHT A7 COLORS AND MATERIALS ,;,ilc::00<( f:3 •:§1.'l " ~ i.J.L. ® ' -CIVIL ENGINEER AD1 ARCHITECTURAL DETAILS 2i;., R ~ I.~ ,_,_,_'_ .. 111 Sil}_~,;;:; ~ TETRA TECH, INC. AD2 ARCHITECTURAL DETAILS ..., = 1 C:: '=:j•e, l I I I 162~1 LAGUNACANYDN ROAD, SUITE 200 ·w ,'. 1 ~ ::z._-,. [ji; 7 d<.!!,~ tzJ ~:~%~ ~~:(;;;.7099 FAX, (9491727-7097 STR~~~1URA~ESTROOM AND SHADE PAVILION FOUNDATION AND ROOF FRAMING PLANS • j • ;;;j !.:: g)( ' \ £\.'\ S-1 STRUCTURAL GENERAL N01ES AND STRUCTURAL DETA ILS 0 ,;;; ~-@t ,.. '\ ARCHITECT S-2 STRUCTURAL DETAILS , . 1-a: 1-Ill o; ·' rn 11:J, 0 ~ Ill' • I • I I I "-l. !fr~fE;iti~},~ PLU~!~JG PLUMBING FLOOR PLAN AND NOTES . ' ' §_,·,· .. I ~ ~..J ;: '" \ :\'i'~~1:i61;~~-:~i;AX (714)-260-8182 PLUMBING FIXTURE SPECIFICATIONS ' • ' ir·!<C (0 <( O }' \ II ELECTRICAL . C> 0 ~ I-l3,c ' ) ---------------------------------------------------------1 STRUCTURAL ENGIN EER (ARCHITECTURE ONLY) E1.0 BUILDING ELECTRICAL COVER SHEET , ! ;~ b ~ J_> • ( ~ftE;_H0,;~i~!0~~~b~RAL ENGINEER E2.0 BUILDING POWER AND LIGH TING PLANS z'_!i ! 8 8', 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FDR PUBLIC WORKS CONSTRUCTION ,' 1997 EDITION, AND SUPPLEMENTS TO DATE. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL DIMENSIONS, LOCATIONS, AND ELEVATIONS IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION . 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR , DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS UNLESS OTHERWISE SPECIFIED IN THESE PLANS. 4. CORRELATION OF DRAWINGS AND SPECIFICATIONS, IN ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS , QR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CbNTRACTOR'S EXPENSE. 5. DO NOT SCALE DRAWINGS. USE DIMENSIONS INDICATED EXCEPT ON IRRIGATION PLANS. 6, ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO WILL PLACE RESPONS IBILITY ON THE CONTRACTOR FOR CORRECTION. 7. PERMI TS, FEES, ETC: THE CONTRACTOR SHALL ARRANGE FOR THE BUILDING PERMIT AND EACH SUBCONTRACTOR SHALL ARRANGE FOR PERMITS FOR THEIR RESPECTIVE WORK. 8. CONTRACTOR SHALL PROVIDE AND MAINTAIN A 6' HIGH CHAIN LINK CONSTRUCTION FENCE WITH LOCKING GATES COMPLETELY AROUND PROJECT SITE. PRIOR TO INSTALLATION, CONTRACTOR SHALL SUBMIT A TRAFFIC PLAN SHOWING ACCESS/EGRESS TRAFFIC PATTERNS -AND GATE LOCATIONS TO THE CiTY OF NEWPORT BEACH PUBLIC WORKS DEPT, FOR APPROVAL. TEMPORARY FENCING WILL REMAIN UNTIL THE CITY APPROVE ITS REMOVAL. 12' WIDE GATES ARE REQUIRED FDR MAINTENANCE VEHICLE ACCESS, ORANGE,CA92667 PRiOR !OPERFORMiNGA1\Y LANDSCAPE ' ' ---I., PHONE, (714) 997-1145 FAX, (714) 997-3857 VIORi( IN CITY RIGHT-OF-'·','A'/ T TITLE SHEET -~ ATTN: TODD BROWN ~ , ' L ~ ~ ELECTRICAL DESIGN -BUILDING & SITE LIGHTING ,;~ i';~~~HMENf PERMIT -1.1 -t :1: ~gfC6~~iTJ?:M~~NLAYOUT PLAN ·~ __ ·_,,_. -,,c",,.,,..-, -• ow CONSULTANTS 1 ~,-:; t;'v ,' NED FROM TH[ L-2.1 - L-2. 7 CONSTRUCTION DETAILS .,.. : 2900 BRISTOL ST#C104 Uul, ~ORKS DEFARi.~{,\j L-3.1 -L-3.5 IRRIGATION PLAN c~~~A ~EsA, cA 92525 L-4.1 BUBBLER PLAN P E: 7141432-1343 FAX (7141432-1907 L-5.1 IRRI GATION DETAILS ATTN : MIKE DEMELLO I MARK BATES PLUMBING ENGINEER TAO ENGINEERING 1401 N. BATAVJA-ST#103 ORANGE, GA 92867 PHONE: (7 14) 538-3802 FAX: (714) 538-3812 ATTN: HUEY CAO UTILITY CONSUL TANT POWER PLUS UTILITY 22792 CENTRE DRIVE, SUITE 100 LAKE FOREST, CA 92630 PHONE: (949) 455-2640 FAX: (949) 455-2649 L-6.1 -L-6.4 TREE PLANTING PLAN L-7.1-L-7.4 S.HRUBPLANTINGPLAN L-8.1 PLANTING DETAILS AND NO TE S L-9.1 IRRIGATiON SPECIFICATIONS L-10 .1 PLANTING SPECIFICATIONS ES 1.0 ELECTRICAL COVER SHEET ES 2.0 ELECTRICAL SITE PLAN ES 2.1 ELECTRICAL SITE PLAN ES 2.2 ELECTRICAL SITE PLAN : ' ,'"',~:: -, ',1 ATTN: STEVEN CHENiER ~:-=:::--==,,--,--~-_,,_-=-=c+---~--_;;_---r--------------t----"----------------,---1----------,------~ .L----------~ • APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: I DIRECTOR OF COMMUNITY SERI/ICES DATE UTILITIES ENG!NEER/PROJECT MANAGER DATE • APPROVAL RECOMMENDED, GENERAL SERVICES DIRECTOR DATE - CITYDWG'NO.: · ~ .. . . I GOA.STAL PEAK PARK • coN8.rp.uc:no,N D,ocuMENTs •• AS-BU I LTS CITY Qf'f-J,E\3/P.ORT BEACf-! PUBLIC-~~RKS-~ER1RTMENT ' - 0 \t'ICINITY MAP • '.' HILLS t1,\l VISTA RIDGE ROAD NEWPORT COAST DRIVE SITE MAP TRACT 16463 RIDGE PARK ROAD EAST " OF VISTA RIDGE ROAD NEWPORT BEACH, CA (IN UNINCORPORATED ORANGE COUNTY) PROJECT LOCATION ~~PROJECT LOCATION • IRVINE -COMMUN . e • . RESTROOM BUILDING SHADE PAVILIONS PROJECT DATA PROJECT A DDRESS 20405 EAST GOA5TAL: PEAK NEV'IPORT BEACH, GA RESTROOM BUILDING AREA, OCCUPANCY, GON5TRUGTION TYPE, FIRE SPRINKLERS, STORIES 1,123 SQ.FT. ~ s TYPE VN NO I STORY SH ADE PAVI LION AREA, OCGUP ANGY, GONSTRUC.TION TYPE: FIRE SPRINKLERS, STORIES 625 SQ.FT. U-2 TYPE VN NO I STORY APPLI CABLE CODES 2001 CALIFORNIA BUILDING GODE 2001 CALIFORNIA MECHANIC.AL CODE 2001 CALIFORNIA FLUMBIN6 GODE 2004 CALIFORNIA ELECTRIC.AL GODE AND TITLE 24 2001 NATIONAL FIRE GODE 2005 CALIFORNIA ENER6Y EFFICIENCY STANDARDS CONTAC T PERS O N DAVID SHEEGOG DAVID SHEEG06, ARCHITECT "168 S. LADAN LANE ANAHEIM, C-A "12808 114-813-1"11"1 DOCUMENT SUMMARY THIS SET OF PLANS TOGETHER /l'IITH THE SPEC.IF IC.ATION BOOK DESCRIBE THE HORK TO BE PERFORMED TO C.ONSTRLICT THE RESTRROM BUILDING, SHADE PAVILIONS AND SITE LIGHTING FOR THE COASTAL PEAK PARK. THE FOLLO/l'IING DISCIPLINES ARE INCLUDED, I. ARCHITECTURAL 2. STRLICllJRAL 5. MECHANIC.AL 4. PLUMBING 5. ELECTRIC.AL DOGUMENTS NOT INCLUDED IN THIS SET REQUIRED TO CONSTRUCT THIS PROJECT INCLUDE, BUT M.ta.Y NOT BE LIMITED TO, I. PRECISE GRADING PLAN 2. SEHER AND Y'tATER PLANS 3. LANDSCAPE ARCHITECTURE 4. GEOTEC.HNIC,AL REPORT NO. "1804B-23 DIRECTORY OWNER IRVINE C..OM1'-fl.JNITY DEVELOPMENT COMPANY 550 NEHPORT C-ENTER DRIVE, SUITE 900 NEV'IPORT BEACH, CA "12660 TEL ("14"1) 120-25€>8 FAX ("14"1) 120-26"12 JOHN SI IERHOOD ARCHITECT DAVID SHEE606, ARCHITECT "168 S. LADAN LANE ANAHEIM, CA "12808 TEL (114) 813-1"11"1 FAX (114) 280-8182 DAVID SHEE:606 STRUCTURAL ENG INEER DALE CHRISTIAN STRIJGllJRAL ENG-INEER 1144 JIil. KATELLA AVE. 101 ORAN6E, CALIF. "12€>61 TEL (114) q,:n-1 145 FAX (114) "1"!1-3851 TODD BROHN ELECTRICAL DE SI GN DH CONSULT ANTS 2"'!00 BRISTOL STREET COSTA MESA, C-A "12626 TEL (114) 432-134.3 FAX (114) 432-1"101 HIKE DEMELLO GEOTECHNICAL ENGINEER NMIS GEOTECHNICAL, INC-. 17"1"1I F ITCH IRVINE, CA "12614 TEL (<i4"'!) 442-2442 FAX ("14"1) 416-B322 TERRI HRl6HT LANDSCAPE ARCHITECT CLARK AND GREEN ASSOCIATES 150 PAULERINO AVENUE, SUITE 160 COSTA HESA, CA "12b2b TEL (114) 494-<i803 FAX (114) 434-"110"! SETH NELSON CIVIL ENGINEER TETRA TECH, INC. 16241 LAGUNA CANYON ROAD, SUITE 200 IRVINE, CA "1.2618 TEL ("14"1) 121-10"1"1 FAX ("1¥1) 721-70"!1 RINA ADJONIAN DER ALEXANIAN PLUMBING ENG INEER TAD EN6INEERIN6 1401 N. SATAVIA ST. !tl03 ORANGE, CA "12867 TEL (714) 53B-:3B02 X l:3 FAX (114) 53B-3812 HUEY CAO LOCAL JURISDICTI ON CITY OF NEV'-IPORT BEAC-H 3900 NEV'-IPORT BLVD. BUILDING C , 2ND FLOOR NEHPORT BEACH, CA TEL ("1 4"1) €>44-3215 FAX ("i4'i) t,44-3250 SHEET INDEX ARCH ITECTURAL AO PROJECT DATA, SHEET INDEX. D IRECTORY, VICINITY HAP Al GENERAL NOTES, SYMBOLS AND ABBREVIATIONS A2 ARCHITECTURAL SITE PLAN A3 RESTROOM -FLOOR PLAN, SLAB PLAN, RCP, ROOF PLAN, SC.HEDULES A4 RESTROOM -EXTERIOR ELEVATIONS AND SECTIONS A5 SHADE PAVILION -PLANS, ELEVATIONS AND SECTIONS Ab INTERIOR ELEVATIONS A1 COLORS AND MATERIALS ADI ARCHITECTURAL DETAILS AD2 ARCHITECTURAL DETAILS STRUCTURAL SI-I RESTROOM AND SHADE PAVILION FOUNDATION AND ROOF FRAHIN6 PLANS 5-1 STRUCTURAL GENERAL NOTES AND STRUCTURAL DETAILS 5 -2 STRUCTURAL DETAILS PLUMBING PR-I PLUMBING FLOOR PLAN AND NOTES PR-2 FLUMBIN6 FIXTURE SPECIFICATIONS ELECTRICA L EI.O BUILDING ELEC-TRICAL COVER SHEET E2.0 BUILDING POHER AND LIGHTING PLANS AS-BUILTS RE\/ISION & & & & & & In & & & & & SHEET NAME Sheet Index Directory Project Data Document ·summary Vicinily·Map ARCHITECT'S PROJECT NUMBER -2006:'-05 ISSUE DATE JULY 25, 2001 PURPOSE-:FOR ISSUE SID.SET • SHf:ET NUMBER AO • • • • , I A A.B. ABV. NG A.C. AC..OUS. Ac..T. A,>. A,>J. AF.F. A6'6'R. A IA AISG ALUJ-:1. ALT. ANOO. ANSI APPROX. ARCH. AsrH AUTO. AYE. B BAn, OD. BEL BITl.JM. BLDG. BLI<. BLIC6. 8 .M. BM. B.N. BOT. BR/BDRM. B'1J 611JH G GAB C.B. GG d:E.C. CEM . C.F. C-.F.M . C.I. CL6. C-LKG. GL. CLR. G,nJ ·c..o. C.0.T.G>. . COL C.OMB. COMBq.,' COMPO:,-.: • coMPT, ·: wNC.. C.ONST. CONT. CONTR. GORR. GPT. G51 C-.T. GTR. CTSK. :, .. C.V'I. C.Y. D D. D. DB. DEFT. DET. or. D.F. D IA6. D IM. gr-sw. DN. D.P. DF.5. DR DRES5. D.S . D.V. D.W. Dv<G. Di-'!R. e E EA. E.J. ELEV. El.EC. EMER. E.N. ENCL E.P. EG. EQUIP. . EST. E.W.W.M. EXH. EXIST. ExP. EXT. F . F.A. F.A.U. F.D. FDN. F.E. F.F. F.6. F.H. FHA F.H.C. FIN. F.6. FIX.6L. FIXT. F.J. F:L FL..R FWOR. F.N. F.O.B. F.O.C.. F.O.F. F.O.H. F.0.5. FPRF. F.5. FT, FT6. FURR ABBREVIATI ONS ANCHOR BOLT ~w~NDITl0NIN6 ASPHAL TIC CONCRETE AC..OUSTIC. ACOUSTIC. TILE AREA DRAIN ADJJSTABl:..E ABOVE FINISH FLOOR A(S,GRJ:6ATE AMERICAN ·l NSTITUTE OF ARGHITEC-T5 . AMERICAN' INSTITUTE OF STEEL CON5TRIXTION ALUMINUM ALTERNATE ANODIZED ~;.~~Jk~~TE APPROX I HATE ARGHITEC.TIJRAL AMERIC.AN. 50CIEn' FOR TESTING HATER'IAL5 AUTOHATIC AYENIJE BATHROOM BOARD BELO)'; B l11Jt-11NOUS 61.JILDING BLOCK BLOCKIN5 BENC.H MARK BEAM SOUNDARY NAILING BOTTOM BEDROOH BRIT ISH THERMAL UNIT BRITISH THERMAL UNITS PER HG!!R GA91NET CATGH BASIN C.USIC CENTIMETER "CALIFORNIA ENERGY COMHISSION CEMENT CUBIC FOOT (FEET) CUBIC FEE'r PER Hll'VTE CAST IRON • ~,iJ}{~N5 GLOSET GLEAR GONC,RETE HASONRY UNIT GLEAN OUT CLEAN OUT TO 5R,1>,DE COLUMN COMBl/STION COMBINJ\TION COMPOSITION COMPARTMENT CONCRETE . CON5TRJ.JC,TION CONTINUOUS CONTf';.A.C,:rOR CO!-?.~IDOR CARPET , C_ONS~TION SF'EGIFICATION INSTl11JT'E GERAMIC TILE CENTER" _ CO!JNTERSINK COLD i'{A TER CUBIC YARD DEEP DR'r'ER DECIBEL DEPARTMENT DETAIL DOIJGLAS··FIR DRINKING FOUNTAIN DIA50N,4.L DIMENSION DIMMER SV'ilTCH DEAIJ LOAD DO>'<N DAMP PROOFIN5 DOUBLE POLE ~ SHELF DOOR DRESSING ROOM DOl"IN SPOUT DRYER VENT DISHWASHER DRAr-llN6 DRAWER EAST EAGH EXPANSION JOINT ELEVATION ELECTRICAL/ELECTRIC EMER5-ENCY ED5E NAILIN5 ENCLO!:VRE ELECTRIC PANEL EQUAL EGUIPMENT ESTIMATE ELECTRIC.ALLY V'iELDED /i'IIRE MESH EXHAUST EXISTIN5 EXPANSION EXTERIOR FIRE ALARM FORCED AIR UNIT FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FINISH FLOOR R.IEL GAS FIRE HOSE FEDERAL HOUSIN5 ADMINISTRATION FIRE HOSE CABINET FINISH FINISH 5RADE ~i~iJLA55 ~tg~~l~IST FLOOR F(IJORESC,ENT FIELD NAILIN6 FACE OF BEAM FACE OF CONCRETE FACE OF FINISH FACE OF HASONRY FACE OF SilJD FIREPROOF FLOOR SINK FEET OR FOOT FOOTIN5 FURRING G G. GA. GAL. ISALV. G.B. G.D. 5 .F.I .C. GL 6 .L.6. GR. G.S. 5YP. 5YP.BD. H HB. H.C-. H.D. HDBD. HDR HDl'i, HD)'{D. HGT. H.M. HORIZ. HR HJD H.VA.G. Hl'i. HVO'. IGOO I.D. IN. INCL INS.UL INT. I.P. J JAN. JST. JT. K K.D. KIT. KO. K.P. K .P . L LAB, l.~. LAM: LAUND. LAY: LB. LBJL:.65. LIN. t.lN.FT. LL L:C. LT. LUM. LOW. M M. MM. MAS. MATL, MAX. M.El. M.G. MECH. MED. HET. MEZZ. MFR. M.H. HIN. MIR. MISC.. MLDIS . M.O. MOD. M.P. M.P.5. M.R. MW. ,nJLL N N. N.A. NAT. N.I.G. NO. NOM. N.5. N.T.5. 0 O.A. o.c. O.D. OFF. O.H. OPNIS. OF'f".. O.SA. oz. Oh. p PAN. PAR. P.6. P.G.F. l'='.H PH. PL P.L. PL6L, PLAS. PLAS.LAM. PLY!"!D PR PREFAB. PROP. P.5.F. P.S.I. PT. PTD. P.T.D. F.T.D.F. F.T.D.lR. PVMT. Pf'iDR. !SAS. G:AU6E ISAL.l0N GALVANIZED 6RAB!3AR GAR6A6-E DISPOSAL ISROUND F/i.lJL T INTER'-Wf'TER GIRC(JIT ISL.ASS 6-LUED LAMINATED SEAM .6RADE ·,S,iia_,VANIZED STEEL GYPSUM ISYPSIJM AALLOOARD HOSE 6 166 HOLLOV'i CORE HAND DRYER HARDBOARD ~~~RE HARbl'iOOD HEIGHT HbLLOl'i MET AL HORIZONTAi. HOVR DEPARl"MENT Or HOLl51NIS AND l/f<6AN DEVELOPMENT HEATIN5, YENTILATINIS, AND AIR C.ONDITIONIN6 HOT AATER HIISHWAY INTERNATIONAL CONFERENCE OF' Elti1LDIN6 OFFICIALS INSIDE DIAMETER INCH INCLUDE INSULATE OR INSULATION INTERIOR IRON PIPE JANITOR'S C.LOSET JotST JOINT KILN DRIED KITCHEN KNOCKOUT KIGK PLATE KING POST LAOORATORY LADDER LAHINATE LA!/NDRY LAVATORY LAG BOLT POUND/POUNOS LINEt,l LINEAR FOOT/FEET LIVE LOAD L,IIJJNDRY CHUTE ~~Jaus LOlJYER METE< HILL I METER MASONRY MAreRIAL MAXIMUM· MACHINE BOLT MEDICINE CABINET MECHANIC.AL MEDIUM METAL MEZZANINE HA1'UFAGT1.IRER MAN HOLE HINIMLJM MIRROR Ml5C-ElLANEOU5 MOULDIN5 MASONRY OPENING ~ge~~~~~ON MINIMUM PROPERTY 5TANDARD5 MOISTu'R.E RESISTANT MOUNTED MULLION NORTH NOT APPLICABLE NAniRAL NOT IN CONTRACT NUMBER NOMINAL NON SLIP NOT TO SCALE OVER ALL ON GENTER OUTSIDE DIAMETER OFFICE OVERHEAD OPl:NINIS oPPOSITE OUTSIDE AIR OUNCE 06SGURE ISLASS PANTRY PARALLEL pusH BUTTON POI.INDS PER CUBIC FOOT ~t~ HARDAARE Pt.ATE ~fi~r~NE F'l.ASTIC P!.:/45TIC LAMINATE PLYY'IOOD PAIR PREFABRICATED PRQP,ERTY POUNDS PER 5GIJARE FOOT POUNDS PER SQJARE INCH PO INT PAINTED PAPER TOl-'IEL DISPENSER PRESSURE TREATED DOl)ISLA5 FIR PAPER TOl1EL DISPENSER AND RECEPTACLE PAYEJ':1ENT PO)'{DER ROOM a G.T. GT. " R. R. 4 0 . RAD. RAFT. RA.IS. R.G.P. RD. REF. REFR. REG. REINF. REGO. RET. REV. RM. R.O. R.5. R/5 RlJB. R.O~. 5 5. 5. 4 P. 5.A.5. 5.C. 5.C-.D. 5GHED. SECT. 5El. STR. 5.f. 5HR 5HT. 5HT5. 5.1. SIM. 5L SL.ISL. SM. DET. 5.N.D. 5.N.R. SPEC. 5P5 5". 5.5. 5. 5TL 5T. 5TI.. STOR. 5TRIJG. SJSf'. 5YM. SYS. 545 SP T T. T. T4B T 4 & TB. T,O. T.C.. T,O. TL. TEL. TEHf'. THK. T.P. T.P.H. TRAN. T.5. T.5 , T-STAT T.I(. T.Y-1. n'P. TOA u U.6.G. UL UNIF. U:N.O. V V.C.P. VENT. VERT. YEST. V.5.D.B. VOL. Y.T.R Y.T.V'i. " " " "· >1/ Vi.G. ""· "" """ V'-1.F. V'-!.H. V'-!.I. Vi .I.CL. WO l'i.P. l'i.R. V'-!.R. "5GT. H.T. ST. SYMBOLS • • I QUARRY TILE QUART RISER RANISE AND OYEN RADIUS RAFTER RETURN AIR ISRILL REINFORGED GONC-RETE PIPE ROOF DRAIN F-iEPERENC-E REFR.IISERATOR REGISTER REINFORCED (IN5) REOOIRED RE'1JRN REVl510N ROOM ROUSH OPENINIS ROLLER SHADE RE5AV<N RlJBBER Rl6HT Of WAY soun, SHELF AND POLE SUPPLY A IR ISRILL SOLID GORE SEAT COVER DISPENSER SCHEDlJLE SECTION SELECT 5TRIJC-i1JRAL SGlUARE FOOT (FEET) ""'""" SHEET SHEATHINIS SGlUARE INCH SIMILAR SLOPE SLIDINIS GLASS SMOKE DETEC-TOR SANITARY NAPKIN DISPENSER SANITARY NAPKIN RECEPTACLE SPEGIFIGATION , SINGLE POLE AND SHELF SQUARE SINISLE STRENGTH STAINLESS STEEL STREET STEEL STO~ STRl.lC-ilJRE SUSPENDED SYMMETRICAL SYSTEM SURFACED FOUR SIDES SPRINIS POINT TOILE't- TRE~ TOP AND BOTTOM TONISUE ·AND ISROOVE TOY'IEL 6AR: TERRA GOTTA TIME CLOCK· TOP Of CURB wire~!{b~~GRETE ~RED-· . . Tl;llC.K'.O~·tHIGKNESS !~!~~groER :;:g~.gr~[ftlNG THERMOSTAT TELEVISION TOPOFl'iALL TYPICAL TOP OF ARC.H UNIFORM BUILDINIS GODE LINDERNRITERS LABORATORY UNFINISHED UNLESS NOTED OTHERYilSE VITRIFIED GLAY PIPE VENTILATOR OR VENTILATE VERTICAL VESTIBULE VERTICAL ISRAIN DOJ5LAS FIR VOLUHE VENT THRoLl6H ROOF VENT THROIJGH V'iAil l"-IASHER YEST l'ilDE "'"' WATER CLOSET "°OD f'l!ASHER/DRYER V'-IINDOl'i l'ilDE FLAN6E WATER HEATER V'-IROUGHT IRON f'l!ALK-IN CLOSET V'-IITHOIJT V-IEA THERPROOF 1-'tASTE RECEPTACLE V'iATER RESISTANT ViAINSC-OT ViA TERTIISHT l'iEIISHT ANP AT PER Gu ~ 5:12 ) SYMBOLS SECTION GL/T DETAIL REFERENCE SHEET ON l'iHIGH DETAIL APPEARS DOOR SYME!OL l'ilNDOv-1 OR LOlNER SYMBOL INTERIOR ELEVATION REFERENCE AND SHEET ON l'iHIGH ELEVATION APPEARS CHANGE IN. VERTICAL ELEVATION VERTICAL DATUM REFERENCE ROOF FITCH 22" X 30' ATTIG ACCESS WALL LEGEND //2?7/,ij//,,'/,½ e,xe,xlb MASONRY PRECISION BLOCK GENERAL NOTES 2e,. SOFFIT t EAVE VENTS SHALL NOT ocaJR V'-IHERE PROH IBITED BY CODE DUE TO PROXIMITY OF OPENINIS5 AT PROPERTY LINES OR AREA SEPARATION l'iA.LLS. 2"1. ALL EXTERIOR PLASTER (SnJC..C,0) SHALL BE MINIMUM 1/8" THICK l'ilTH T)'!Q LAYERS Of 6-R.,l>.DE 'D' PAPER LINDER STUCCO r"'!HERE OCCURS OVER PLY/i'IOOD SHEATHING. C.BC 2506.4, 250B (MINIMUM) SEE SPECIFICATION FOR TYPICAL UNDERLAYMENT REQUIREMENTS. ALL CORNERS SHALL HAVE "'10 DEGREE FINISH 50. ALL i"!ORK SHALL COMPLY l'ilTH THE REQUIREMENTS FOR ACCESSIBILITY AS SET FORTH IN THE G.6.G., AND ON SHEET A2, AND ELSEHHERE IN THE PLANS. 91. ALL l"<.ALKY-IAYS AND SIDEl'iALK5 ALON5 ACCESSIBLE ROLITES OF TRAVEL SHPJ.L M BE GONTINIJOI.ISLY AC,C,ESSIBLE, (2) HAVE MAXIMUM 1/2" CHANISES IN ELEVATION, (3) BE MINIMUM 48'' IN. l'ilDTH. (4) HAVE A MAXIMUH 2% CROSS SLOPE, AND (5) V'iHEN NECESSARY TO CHANGE ELEVATION AT A SLOPE EXC:et'DINIS 5% (I.E., 1,20) SH.A.LL HAYE RAMPS COMPLYING v-llTH C-.6.C-. 1001, 1101 92. AS A ISENERAL RULE ALL PORTIONS OF THE BUILDING ARE INTENDED TO BE OF EQUAL OUALITY AND TYPE OF GONSTR!JC.TlON; ANY DETAIL OR CONDITION IND ICATED, SPECIFIED, DETAILED OR REFERENCED IN ONE AREA OF THE BUILD ING SHALL BE CONSIDERED TO APPLY IN ALL SIMILAR GOND ITION5 IN ALL elllLDINISS. IN THE EVENT Of A D ISCREPANCY, NOTIFY THE ARGHITEC-T FOR CLARIFICATION, 35. .A.LL BATHROOM EXHAUST FANS, JI-IHERE REQUIRED, SHALL DISCHARGE TO TI-IE EXTERIOR. B4. CONTRACTOR SHALL PROVIDE AND INSTALL ALL FLOOR, ROOF, AND DECK SHEATHINIS IN ACCORDANCE J.",ITH THE 51'RLIC-T\JRAL REQUIREMENTS HEREIN AS l'IELL AS IN CONFORMANCE l'ilTH ALL l'IRITTEN. REQUIREMENTS OF MANUFACTURERS AND/OR INSTALLERS OF ViATERPROOFINIS, FLOOR UNDERLAYMENT, AND ROOF INIS MATERIALS. ARCHITECT SHALL BE NOTIFIED OF ANY CONFLICTS IN THESE REQUIREMENTS. BS. CONTRACTOR SHALL PROVIDE ALL BAGKINIS AND/OR BLOGKIN6 FOR ALL LIISHT Fl.::<TURES, FIRE SPRINKLERS, METERS, ELECTRICAL PANELS, IRRIGATION C-ONTROLLERS, TELEPHONE EG:IJIPHENT, Sl5N5, HARDl'!ARE AND SIHILAR APPAR.AiUS. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO REYIEl'i DOC.UMENTS FROM ALL Dl5GIPLINE5 AND TO COORDINATE THE INST.Ail)ITION OF THESE ITEMS. 56. FINISH GRADE, TOP OF SLA9, AND SIM ILAR NOTES RELATIVE TO CIVIL ENISINEERING ELEVATIONS ARE APPROXIMATE ONLY; CONTRACTOR 15 RESPONSIBLE FOR COORDIN.A.TING /i'IITH CIV IL DRAY'-IINISS AND FOR BRINISIN5 ANY DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT AND CIV IL ENISINEER PRIOR TO CONS1'RLICTION. 31. ANY PL Yl"lOOD SHEAR PANELS ON THE EXTERIOR SIDES OF A WA.LL SHALL RECEIVE 2 LAYERS OF 61JILDIN6 PAPER (MINIMUM) PER U.6.G. 2506.4 t 2SOb.5; SEE PLASTER SPECIFICATIONS FOR TYPICAL L/NDERLAYMENT REGIJIREMENTS. 3B. AT REST ROOMS IN RECREATION BUILDINIS PROVIDE 1/4 " THICK 12" HEN'S AND /i'!OMEN'S GEOMETRIC 5l1SNS ON DOORS; SIISNS St-lALL BE MOLIN.TED 60" ABOVE THE FLOOR, ALLOl'ilN5 APF'ROACH TO l'ilTHJN B FEET; ALSO, PROVIDE RAISED"LETTER BRAILLE SIISNS ON THE OUTSIDE LATCH. S"l. INSULATIOf.l INSTALLER SHALL C-0MPLETE A CERTIFICATE GERTIFYINIS PROPER INSULATION INSTALLATION. POST IN A CONSPICUOUS· PLAGE·IN 61.JILDING PRIOR TO FINAL CERTIFICATE OF OCCUPANCY. 40. ALL.DOORS SHALL BE EQUIPPED l'ilTH SINISLE EFFORT, NON-GRASP HARDl'i.ARE (I.E., LEVER) CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR G.B.G. 1004.3.1. 4 1. CONTRACTOR SHALL SE RESPONSIBLE FOR COORDINATION OF ALL ~:~~ri:1~~'.:~~-:~i-~~=;i!~~~~~C. ARE F'ROViDED. c·ON1R.k:r,Oi:f SAA!.:.L NOt1F'f 01-"iNER AND ARCHITECT oF • ' . ' ' ' . . ANY SJc.H DISC.REPANG IES ,PRIOR TO C.ONS1'RLIGTION. 42. P!-?.OYIDE ALL ATTIG AC-GESS HATCHES !iS REQUIRED 6Y C.B.G. 45 ALL J/IIATER HEATER PRE551.JRE-TEMPERATI!RE RELEASE VALVE AND CONDENSATE DAAIN DISC-HAR6E PIPIN5 SHALL 6E PER ALL APPLICABLE CODES AND ORDINANCES. 44. CONTRACTOR SHALL v'EF<IFY ALL EQI.IIPMENT AND FIXTIJRE SIZES AND ARRANISEMENT, PRIOR TO CONSTRUCTION. GONTRAGTOR SHALL ENSURE THAT C.LEARANGES, AS REQUIRED BY CODES AND ORDINANCES, SHALL BE PROVIDED AND MAINTAINED. CONTRACTOR SHALL NOTIFY Ol'iN.ER AND ARCHITECT OF ANY SUCH Dl5GREPANCIES PRIOR TO GONSTRLJGTION. 45. CONTRACTOR 15 RESPONSIBLE FOR ALL OF ITS "DE515N-61JILD" SUBCONTRACTORS AND SHALL COORDINATE THEIR /l'IORK l'ilTH ALL OTHER GONSTRIJCTION DOC,l,.IMENTS. 4b. ALL SHOV-IERS SHALL HAVE SMOOTH, HARD, NON-AB50RBANT !:VRFAGES. 41. CONTRACTOR SHALL OBTAIN HEALTH DEPARTMENT APPROVAL OF ALL S~IMMIN6 POOL AND SPA DRAJl111Nr55 PRIOR TO C..ONSTRIJCTION. 4e,_ PROVIDE FISER C.ANTS AND IS.I. CRICKETS ON ROOF /i'IHEREVER REG'JIRED TO PROVIDE COMPLETE DRAINAISE OF THE ROOF, r-lHETHER OR NOT SUCH CRICKETS ARE SHOY-IN ON THE PL.ANS. 4"'1. VENT PIPE OUTLETS SHALL BE LOC-ATED 51.JGH THAT VAPORS ARE RELEASED AT A SAFE POINT OUTSIDE OF BUILDINISS AND NOT LE;,$ THAN 12 FEET ABOVE ADJACENT GROUND LEVEL. VENT OUTLETS SHALL BE LOCATED 5lJGH THAT FLAMMABLE VAPORS v-llLL.NOT BE TRAP!fED BY EAVES OR OTHER OBSTRUCTIONS AND SHALL BE AT LEAST 5 FEET FROM BUILDINIS OFE'NINISS OR PROPERTY LINES OF PROPERTIES THAT GAN BE 61.JILT ON. (60TH NORMAL AND EMER6ENC-Y VENT FROM THE PRIMARY TANK MUST MEET THIS REQUIREMENT}. I. THESE CONSTRl.lC.TION DOCUMENTS ARE THE PROPERTY OF DAVID SHE:EGOG-, ARC-HITEGT AND SHALL NOT BE USED FOR ANY RJRPOSE OTHER TMAN THE )'!ORK SHOl'iN HEREIN. 2. NO GHAN/SE'> SHALL BE MADE TO THESE DRAl"IIN55 l'ilTHOUT THE KNO!"{LED5E AND CONSENT OF THE ARGHITEGT/ENISINEER l'IHOSE 515NAi1JRE Af'f'EARS HEREON. ARCHITECT/ENGINEER ASSIJMES NO RESPONSIBILITY FOR ...ORK DONE DIFFERENTLY THAN INDICATED HEREIN. S. ALL ~K, CONSTRUCTION AND MATERIALS SHALL COMPLY l'ilTH ALL PROVISIONS OF ALL NATIONAL, STATE, AND LOCAL CODES AND ORDINANCES 50YERNIN5 THE PLACE OF THIS )'!ORK. THESE PLANS DO NOT C..ON.TAIN ALL THE PROVISIONS OF THE5E CODES AND ORDINANCES. IT 15 THE RESPONSIBILITY OF ANYONE !:VPPL Y IN6 LABOR, MATERIALS, OR. BOTH TO BRINIS TO THE ATTENTION OF THE OV'iNER AND THE ARCHITECT ANY C..ONFLIGTS OR Dl5GREPANGIE5 BEll-'EEN THESE GONSTRl.lGTION DOCUMENTS AND THE CODES AND ORDINANCES, OR ANY Dl5GREPANGIES OR CONFLIC.TS CONTAINED /i'IITH IN THESE CONSTRUCTION DOC.IJMENTS. THE ARGHITEGT v-llLL ISSUE A CLARIFICATION FOR THE USE BY THE CONTRACTOR. IN RESOLVING !:VCH DISCREPANCY OR CONFLICT. ANYONE SUPPL Y ING-LABOR, MATERIALS, OR BOTH 15 RESPONSIBLE FOR PROVIDIN5 SUCH LABOR AND MATERIAL IN COMPL IANGEv-llTH ALL NATIONAL, STATE, AND LOCAL CODES AND ORDINANGES, l'iHETHi:R OR NOT IT 15 CORRECTLY SHOl"IN HEREIN. 4. TI-IESE CON5TRIJC-1"10N DOCUMENTS 00 NOT CONTAIN THE NECESSARY GOMPONENTS FOR GONSTRl./c.TION SAFETY. 5. DIMENSIONS AS INDICATED ARE THE DIMENSIONS TO BE USED FOR CONSTRl.lGTION. DO NOT 5GALE THE DRAHING-5. CONTRAC-TOR SHALL VERIFY ALL DIMENSIONS FOR THE l"IORK PRIOR TO rnE LAYCUT OF THE l'iORK, AND SHALL BRIN6 TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCY OR CONFLICT IN THE Fl61JRED DIMENSIONS. 1"HE ARCHITECT l'ilLL 15!:VE A GLARIFI C-ATION FOR THE USE BY THE CONTRACTOR IN RESOLVINIS SUC.H Dl5GREPANGY OR CONFLICT. MORE RESTRICTIVE REQUIREMENTS HAVE PREC-EDENGE. LAR6E SCALE DRAY'-IINGS HAVE PRECEDENCE OVER SMALL SCALE DRA.Jl'\IN65 AND DIMENSIONS HAVE PRECEDENCE OVER SCALE, UNLESS SPECIFIC.ALLY NOTED OTHERYilSE. 6. NO FRAMINIS OF ANY TYPE 15 TO BE CONGEALED PRIOR TO THE APPROPRIATE INSPEGTION BY GOVERNING AISENC-IES. 1. REFERENCES TO ANY DETAIL OR DRAY'IINIS 15 FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLIGATION OR USE OF ANY DETAIL OR DRAHINIS. B. EXISTING 6RADE5, DIMENSIONS, AND ALL OTHER CONDITIONS AT THE JOB SITE SHALL BE .VERIFIED BY THE CONTRACTOR PRIOR TO 51.JBMITTIN6 A BID FOR THE )'!ORK, SINGE SUC.H BID SHALL TAKE INTO CONSIDERATION ALL SUCH EXISTINIS CONDITIONS l'IHIGH MAY AFFECT THE t,i,ORK. THE GONTRAC.TOR SHALL BRINIS TO THE ATTENTION OF THE Ol'iNER AND THE ARCHITECT ANY CONFLICTS OR DISCREPANCIES BEMEEN THESE C-ONSTRl.lGTION DOCUMENTS AND THE CONDITIONS EXISTIN5 AT THE JOB SITE. THE ARCHITECT v-llLL ISSUE A CLARIFICATION FOR THE USE BY THE CONTRACTOR. IN RESOLYINIS SUGH DISCREPANCY OR CONFLICT. '· 10. II. 12. 14 . lo. ALL DIHENSIONS ARE TO THE ROUGH FACE OF CONCRETE, ROUGH FACE OF MASONRY OR ROUISH FAC.E OF STUD, UNLESS NOTED O~ISE. SEE CIVIL, AND/OR LANDSGAPi= DRAY'-IINISS FOR ALL ISRADE5 AND ·s lTE V'IORK. STRUc.ilJRAL DRAl'ilNGS. SHOl'i STRUCTURAL ELEMENTS ONLY. ARC.HITEGTURAL DRAYllN55 . 51-iOl'i CONCEPT fRAMiNG ONLY. GEi LiNGS, SOFFITS, NONBEARIN6 l'iALLS, BLOGKll:J<S, 6RID51N5 AND BAOKIN.6-SHALL BE PRbVIDED FER CBC CHAPTER 1. PROVIDE ALL ELEMENTS NECESSARY FOR A COMPLETE F,'RAMED sTRtJC-TIJRE. DETAILS AND NOTES Al-iE NOT INTENDED ·.To c.dNi'RADIC.T MAAUF..fGJ't.lRERS INSTALLATIC/N:INSmitlONS. ALL APPLIANCES, EQUIPMENT, FIXTURE5, ETC. SHALL:-BE.INSTALLED'l)if'!;,TRICT COMPLIANCE HITi+:M.A,NUFAGT\JRER'S" RECOMMENDATIONS. i::-ONSTRJ.lc.Tli?N _DOCUMENTS SHALL SUPERSEDE, MANUFAGilJRER'S RECOl:'IMENDATIONS ONLY v-lHEN THEY EXCEED ,THE REQUIREMENTS 'SET FORTH BY THE MA1"1Uf:;AGTIJRER. ' ,.' ALL C-ONDITION5 AND/OR DETAILS NOT SHOl'iN ARE TO 6E SIMILA& IN _ C-HAFAC-TER TO TttqSE.1-':'1!-!IGH ARE SHOl'iN. l'iHERE SPECIFIC DIMENSIONS, DETAILS, OR DESIISN l\':ITE\':IT CANNOT BE DETERMINED, CON"f'RII-C.TOR SHALL CONSULT THE ARGHITEGT BEFORE PROGEEDIN6'1'ilTH THE l"lORK. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT MOLECULAR ElREAKDOl'iN. ALL )'!DOD FRAMINIS IN PROXIMITY TO EARTH OR CONCRETE SHALL BE TREATED AND/OR PROTECTED IN STRICT COMPLIANCE J.",ITH CBC, CH. 14 t 1:3. THE USE OR REPRODUCTION. OF THESE CON51'RLIGTION DOC.UMENTS BY ANY CONTRACTOR, SUBCONTRACTOR, FABRICATOR; INSTALLER, OR PROVIDER Of MATERIALS IN LIEU OF PREPARATION OF SHOP OAAYIIN6S 15 STRICTLY PROHIBITED. 11. ALL SOILS AND FOUNDATION ViORK SHALL BE PERFORMED LINDER STRICT COMPLIANCE WITH RECOMMENDATIONS OF THE SOILS REPORT PREPARED BY THE GEOTEGHNIGAL EN6INEER OF RECORD. 18. PROVIDE FULL INSULATION AS REQUIRED BY TITLE 24 ENERGY CALCULATIONS. I"!. DETAILS Of SHEET METAL FLASHING, GOPIN6, CRICKETS, SADDLES, ETC:. ARE CONCEPTUAL IN ~T\JRE; CONTRAC,TOR SHALL PROVIDE ALL SHEET METAL ITEMS IN STRICT COMPLIANCE r-llTH INDUSTRY STANDARDS, PER SMAGNA RECOMMENDATIONS, AND AS REQU IRED TO FORM A l"-IATERTIGHT BIJILDINIS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY BLOGKIN6 OR BAGKIN5 REQUIRED TO 9.JPPOR.T AND/OR PROTECT SHEET HETAL FjWM DAMAISE 60TH DURIN5 AND AFTER C.ONSTRJ.JC,TION. PROVIDE SHOP DRAY'IIN55 TO ARCHITECT AND Ol'iNER FOR Rr::-VIEY,t 20. F'l<OVIDE DORMER VENTS, SOf!=ITS YEN1"5, AND l-'IALL VENTS AT ALL ATTIG$ NECESSARY TO PROVIDE VENTILATION A T 11300 RATIO AS REQUIRED BY CBC. NOTIFY ARCHITECT IF VENTILATION INDICATED DOES NOT COMP!.. Y l'ilTH THIS REQUIREMENT. 21. ALL EXTERIOR DOORS SHALL BE A.ILLY V\EATHER-STRIPPED, INC.Ll!DINIS THRESHOLD, DOOR BOTTOM DRIP, ;!,ND HE:AD DRIP, UNLESS NOTED OTHERY'IISE. 22. PROVIDE ALL SIISNS REQUIRED BY CBC AND ALL FEDERAL, STATE, AND LOCAL AUTHORITY. SUBMIT TO ARGHITEGT AND Ol'iNER FOR REVIE~. 24. 25. 2&. 21. PROVIDE ALL FIRE EXTINISU ISHERS AS REQUIRED 6Y LOCAL FIRE AUTHORITY. ALL FIRE EXTINGUISHERS SHALL BE INSTALLED IN SEHi-RECESSED ENGLOSIJRES IN OFFICE AND LOBBY AREAS. EXACT NUMBER, LOGArlON AND TYPE SHALL BE DETERMINED BY LOCAL FIRE AUTHORITY. FIRE EXTINISU15HER5 J.",ITH A MINIMUM RATIN5 Of 2A,IO BC SHALL BE INSTALLED l'ilTHIN THE BUILDINIS SO THAT THERE 15 AN AVAILABLE EXTIN5Ul5HER /i'IITHIN 15 FEET OF Tl<AVEL AND MINIMUM OF ONE FER 9poo 5Gl. FEET. ALL TRADES SHALL DO THEIR Ov-lN, C-IJTTIN5, FILLINIS, PATGHIN5, ETC. TO MAKE THE SEVERAL PARTS AND/OR TRADES GOME TOGETHER-PROPERLY AND FIT TO REGEi VE OR'S!:': RECEIVED BY THE WORK Of OTHER TRADES. ALL OPENINISS IN F IRE 'AND/OR ACOUSTIC RA TED A55El'-1BLIES MUST BE PATCHED AND FILLED TO MAINTAIN THE PROPER FIRE AND ACOUSTIC RA TINIS BY THE TRADE THAT MADE THE OPENING. EACH TRADE SHALL INSPECT ALL RELATED l"lORK COMPLETED PRIOR TO THEIR l'iORK AND SHALL CERTIFY THAT THEY ACCEPT THE PRIOR V'iORK AS PROPER; COMMENCEMENT OF Y>IORK EXFLIGITLY INDICATES ACCEPTANCE OF THE PRIOR )'!ORK_ NO CLAIM AISAINST PRIOR l"lORK SHALL BE MADE AFTER COMMENCEMENT Of SUSSEGIIJEN.T ViORK. All TRADES SHALL, AT ALL TIMES AND AT THEIR OHN EXPENSE. KEEP THE PREMISES FREE FROM ACCUMULATION OF !-'IASTE MATERIALS, TRA5H, OR RIJBBISH CAUSED BY 1"HEIR v.c>RK OR THE IR Y>IORKERS. DAILY TRASH REMOVAL 15 REQU IRED. PROVIDE ALL DRAFT STOPS PER GBC 1oe, 4 1505.2; PROVIDE ALL FIRE BLOCKS PER CBC 10"1.6 $ 1oe. A) IN CONGEALED SPACES OF STIJD NALLS ;!,ND PARTITIONS, INGLUDINIS FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10-FOOT INTERVALS ALONG-THE LENGTH OF THE': WA.LL. B) AT ALL IN.TERGONNEC-TIONS BETV'iEEN CONGEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS ;!,ND DROP GEILINISS. G) IN OPENIN55 AROUND VENTS, PIP-i:-5, DUGTS, CHIMNEYS, FIREPLAGES AND SIMILAR OPEN.IN6S v-lH IC.H AFFORD A F'ASSAISE FOR FIRE AT GEILIN5 AND FLOOR. LEVELS, l'ilTH NONCOMBUSTIBLE MATERIALS. AS-BUILTS LL & & & & & In & & & & & FlEVISION SHEET NAME General Notes Abbreviations PROJECT NUMBEfi 2006·-os ISSUE DATE JULY 25, 2001 PUl!POSE FOR ISSUE B ID SET SHEET NUMBER A1 ' ' ' " ' ·1 ' " ' I ' ' "•' I • I ¾ I I ' \ • \ ' \. ! I -•,' i ·. \ • \ \ \ ' . ' \ \ ' ' \ • I \ ' ' ' I \ ' t:::, 0 \ \ ' ! i • \ / I I / i o ; ' • \ / I I I I / ··-._ ' •• ' . • • --, . .,,, .... ...... _r - ~-.-.. .. ~-. .... •• ·,•· . . "/ ,--' f :' / I ... i ! ! , , I _j ! , •• T / . , ' f ! / / J i I, ' // I, ! ; j ' ' ; I I • ; < I ' ' . • • ;! • • • . ,, ; . ' ' , -~ / .• • • • ·, ' • . ', ' 0 Shade Pavilion 1 PICNIC TABLES ARE NOT A PART OF THIS PERMIT Restroom Building Sh.ade Pavilion 2 P ICNIC TABLES ARE NOT A PART OF THIS PERMIT S,ite Plan ••••• , NOTE, .. • • • • • • .• • THl5 PLAN HAS BEEN PROVIDED TO ILLUSTRATE THE LOCATIONS OF THE BUILDINGS ON THE SITE ONLY. ALL SITE IMPROYEMENTSs· ARE TO BE CONSTRUCTED FROM PLANS PREPARED ~y THE Cl.VIL ENGINEER AND ~~~t~~~~PT~~~H0T5~!sJi~1:!Tfi'~J}t~iR THE RESTROOM BUILDING AND SHADE PAVIL IONS ONLY Legend and . Keynotes •••••• CD 0 AGGE55-IBLE FATH NO STEPS NO SLOPE GREATER THAN 5% NO GROSS-SLOPE <SREATER·THAN 296 ACCESSIBLE PARKING SIGN GOMPL YING r'llTH CBC 112"18.5 ' ACCESS AISLE -MINIMUM "16'' ~IDE J"III TH 12" HIGH LETTERS PAINTED "NO PARKING" ACCESSIBLE PARKING SIG-N COMPLYING HITH C.BG 112"18.5 WITH ADDITIONAL SIGN STATING "VAN ACCESSIBLE" L~~~i' ~+~TT~~~ ~~tu~~~R/;~b6 ~~ 1 1~LEs PARKED IN DESIGNATED ACCESSIBLE SPACES NOT D15PLAYIN6 DISTINGUISHING PLACARDS OR LICENSE FLA TE5 ISSUED FOR PERSONS Y>IITH D ISABILITIES MAY BE TOY'IED AT Civ-lNER'S EXPENSE. TOHED VEHICLES MAY BE"·RECLAIMED BY TELEPHONING THE POLICE DEPARTMENT ("14"1) E:>44-96BI Site Accessibility Notes CONTRACTOR SHALL SUPPLY DETEC.TA6LE V'IARNING PRODUCT SAMPLE TO THE BUlt::DINIS INSPECTOR FOR APPROVAL OF COLOR CONTRAST V'IITH FINISH SURFACE DETEC.TABLE Y'IARN ING PRODUCT SHALL BE: "TERRAZZO TILES" AS MAUNUFAC.TIJRED BY ViAJJ5AU "OLE ING. OF V'IISGQNSON OR EGlUAL. ~2if'P~~~'i:T r~tiH~!=ci1~~~:1~~g~+0 BE BEACH AS NOTED ON GITT' OF NEY'-FORT BEACH STANDARD DR.AY'IIN6 sro-1e,1-L-c Parking Tabulatio.n PARKIN& SPACES PROVIDED, 40 SPACES ACCl:':5SIBLE PARKIN& 5PAC.E5 REQUIRED, 2 SPACES AC-c.E551BLE F'ARKING--5PACE5 PROVIJ::;iEO, 2 5PAGE5 INGLUDIN6 I VAN SPAGE SGALE I" = & & & & & & & & & & & & REVISION SHEET NAME Architectural Site Plan PROJECT NUMBER ~ • 2006-05 ISSUE DATE JULY 2 _5,'2001 PlJRPOSf FOR ISSUE B ID SET SHEET NUMBER A2 • • • • ROOM FINISH SCHEDULE Room Walls Floor Ceiling Wainscot Base HI Fl Cl l"lC,I B l STORA<;,E "2 F2 Cl NONE NONE MAINTENENCE "2 F2 Cl NONE NONE CHASE F2 Cl NONE NONE WINDOW SCHEDULE Walls ¥'II SMOOTH TROV'ELED CEHENT PLASTER Y't2 CONCRETE MASONRY -EPOxY PAINT !"6 CONCRETE MASONRY -UNPAINTED Floors Fl CERA.MIC TI LE F2 SMOOTH TROJ-'IELED CONCRETE Ceilings C.I 2X6 V-GROOVE T $ 6 WITH LIGHT SAND BLAST Wainscot Y'K-1 CERAMIC TILE PER INT. ELEV. AND DETAILS Base B l COVED CERAMIC. TILE Mark Width Height Type Material Comments @ 2.'-0" 2 '-0" FIXED STEEL ):"ilNDOV'iS SHALL BE COLD-ROLLED STEEL HITH BAKED ENAMEL FINISH. 6LAZIN6 SHALL BE 2 LAYERS OF 1/4" TEMPERED 6LASS LAMINATED TOGETHER HITH OBSGUR TREATMENT. SU6-C.ONTRAGTOR SHALL SUBMIT SAMPLES FOR APPROVEL ® l'-8" 2'-B" FIXED STEEL DOOR SCHEDULE Mark Width Height Type Material Jamb Hardware Comments (i) 4'-0" 1'-0' STEEL STEEL N.A. Y'IELDED STEEL GATE -SEE DETAIL b/AD2 FLUSH MET AL HET AL <;>ROUP I HOLLOy,j MET AL DOOR AND FRAME, FLUSH e'-o" . STEEL N.A. N.A LIGHT FIXTl.lRE, TYP. PAINT EXPOSED RIGID CONDUIT TO MATCH BEAMS AND C.EILIN6 10 0 0 0 0 0 2Xb V-6ROOVE Tt6 r----j SHEATHING-WITH LIG,HT SAND BLAST FINISH 0 0 8 EGL ~ 1U EG. I O<J"I PLASTER c:il!.IN6 ' OPENING-IN 5HEATHIN6 ) FOR O'HAG,IN VENT-CENTER l "1 BETl"lEEN RAFTERS AND L. PAINT ALL EXPOSED METAL TO MATCH CEILING GOLOR r--e, X e, OUTLOOK.ER, n'F. fil fil fil I I • ROLL-UP SERVICE POOR -TYPE FF-PUSH-UP SY C.00KSON COMPANY OR EQUAL r'llTH FACTORY F-INl5H ON TRAGKS ANP POOR5. ====u=============(J=='=='==============[_J=='=='========='=====lJ=='±D~!,krn NOTE, HARDHARE 6ROUF..I SHALL BE LEVER TYPE ANP SHALL MEET ALL AGC.E551BILITY REQUIREMENTS .. / / MAINTENENCE STORAGE2 STORAGE 1 /// / 4'-o" \ ,r---YI / I // z ,: @ Reflected Ceilin.g .. Plan NOTE, A D IMENSION OF £ 1 1 '-1" IS TO FACE OF BLOCK. Jl',!IJH "MOl->,.TAR AND _ --.._ V, TILE, THlS WILL ,,. , " LEAVE A CLEAR / V, D IMENSION OF l'-6" / bO" M! I v F ROM V'¼LL.TO j oO 1 DIAME: R ) !; CENTERLINE Of 4 , /:J· I/ 1 CLE R / !; FIXTl.lRE -,(; ~ ~ ~' ,,.,,. :; 1/4"/FT. (SLOPE ~ _____,,-}-----i_~, 1',,,/--.2" MIN LEAR ~~~-S-~-~-~-~-~~~~L--y ~••~••:------1'!;:1'' /l I f--'k I/ v~J-,', ( ~ / al -!/ 'I '" I ~ ' V r ///////////// NOTES, -(1/4"/FT, SLOPE 1/4"/FT. (SLOPE • " _, rn ,- " ' /4"/FT. SLOPE) I. SPOT E:LEVATIONS ARE SHOJ,',!N RELATIVE TO THE TOP OF FLATJ,',!ORK ELEVATIONS AT EACH BUILDING ENTRY. SEE CIVIL PLAN .2. FOR ADDITIONAL DIMENSIONS OF MASONRY l"IALLS, SEE FLOOR PLAN 5 _ Accessible Clear Space Plan SC.ALE, 1/4"=1'-0" (±)Slab Plan SC.ALE, 1/4"=1'-0" J rn 1/4 ''/FT. SLOPE SC.ALE, 1/4":=l'-O" 55'-4" 15'-8" 5'-4" 2 '-B" 3 '-4" b'-0" 4'-4" f l~---------------~-3_5_'-_4_" _________________ ~. ® Floor Plan -1,123 sq .ft. NOTE, FOR C.ONSTRUC.TION OF MASONRY TOILET PARTITIONS, 5 EE _5/AD2 AND roR URINAL SCREEN.,SEE 2/AD2 SC-ALE, 1/4"=1 '-0" ' ', ONE PLUHBING VENT IN ROOF 2 1/2 " SEE PLUMBING PLAN AS-BUILTS REVISION SHEET NAME RESTROOM Floor Plan Slab Plan Reflected Ceiling Plan Rodi Plan Schedules PROJECT NUMBER 2000-05 . ISSUE DATE JULY 25, 2001 PURPOSE FOA ISSUE BID 5ET SHEET NUMBER A3 ' . " "' ' . ' ' . ' . ' . ' ' ' ' 9 N ,,0-,0) NOTE, Z~f~;~~~!~~Ei· . IN COLOR AND·STYLE AS NOTED dN SHEET-. A1 ~ ROOF SHALL BE CLASS "A" ROOFING> AS DETEF.MINED BY I.C..6.0. 1.C.C.. E.5. REPORT '4660 ' 22 A DI 9 AD ,. SE / '-, , ' , ' ' I ' , v ,, ,-', ', ' ' ,. --- =I! ;e, "" .. \,\, " ~~2'-~" ~v 0 ' ' I~ ~ 10 .. ' ADI .. ~ -- 9 ADI 0 West Elevation ' :r N C: i ca ::lE C: 0 ·- "n ,'·. •• ' ' " " ..• "'I 2•-4•/ 2·-ol ,t--~, ' ADI '14' e_l?I 4'-e," 4'-8" - ~I - ~ Ji ~ ' ' .. ' .. ~ I {':'' ~ sl - rr II~ I ' AD(; I 19 ~ ADI ' 18 ADI SC.ALE, 1/4"=1'-0" __ .,,, ... ,,,:· ., , ... ),( . I ' , ' ,-e,~ 11'-8" 4" ([W m~ ' 0 15 14 ' " ADI ADI (D North Elevation 15 ADI D--------171--.=,,i> ! ' I ----------------------"""---""'-'...,_ __ J N -D, ___ r-"~"-w .c: t: 0 z .,01 -,91 41 TOP OF BLOCK TOP OF SLAB Section B 6 -. •' ' ...... . 12 I I I I I TYP. ~---, ® East Elevation 12 25 ADI 25 ADI I• --=I'' TOP OF B L OCK --, ~1 I TOP OF SLAB ]" jf" N I SC.ALE: 1/4""'1'-0" ~ South Elevation TYP ' . TOP OF BLOC.K I I I ®Section B e " ' " .. ' " ( I ( m m ' 'T ;,j/ N 15 4 ADI J>.DI ' .. ' .. SCALE, 1/4"=1'-0" ---Q;;) / ,/'7 ' \ TOP OF BLOCK -,-- / ' , TOP OF SLAB ¾ALE, 1/4"=1'-0" REVISION & & & & & &, IA &, '•.,,,,,..' ill l\ & & Lits SHEl:T NAME RESTROOM Exterior Elevations Building Sections PflOJECT _NUMBEI! 2006-05 ISSUE DATE JLJL Y 25, 2001 PUAPOSE FOA ISSUE BID SET SHEET NUM5EA AS-BUil SAi ( 1 D.S. D.S. I II II II I I ------------------------------D.S. 1 I t== = I 1----------------------------I I .:::C=ff-----fi ~ -i-,-• -1-1-~ I I I I I I I I I I 4'-0" _:_l i I I ------------------------------' I I I -----------------I II II II I D.S. 3'-0" G)Roef Plan ,, ~ - ~ m I ~ ■1 , 5 r ~ / // ~ <( 0 IL I~ 7,(/' r: 0 0 I\C -✓ 't---------1'$$$~~ I ". I c:/1 :I.I \@ ~ h'~~;c;sl---4 ~ ;;, 1W'- W" ~ h'~~~,f--~tt ,■ /, ~.I ·=r Yr-v, ' j EQ. ' • • ~ " ' ,---+----+-----+-->---,-'!.-~W RAFTER 5PA~ING--2 '-6" O.C. TYPICAL G) Reflected Ceiling Plan SC.ALE: 1/4 "=1'-0" @ Section B u u u FLATHQRK PER. LANDSCAPE ARCHITECT'S PLAN. NOT A PART OF THIS PER.MIT ( SLOPE 1% SCALE: 1/4"=1 '-0" ' I ii 25'-0" ,------------~-------------? . 2 •_, .. I 2 '-8" 1'4'-8" I ' , , I @ ~---r--------------------------------------_, I'" I '-/ I f ---~: __ ,,['~ ~~s ; ~ 7 ' / " / I " / " / " / I I ' / " / " / " / I I I " / " / " / I I ' / " / ' / I I ' / I ' / " / " / " / y I I , , 0 I " ' - / " / " ' w N I , " / " / " / " / " / " / " / " / ' w" / ' / ' / " I / " / " I / " I / " / " I / ' I ! D5~ ~---~i~~-• J~,-,;'is I // D.S. ', I / ' I ~--::-------------------------------------------~~ (D Floor Plan -62'5 sq .ft. 0 Elevation u I EQ. Ea. ' ' \ Ll6HT FIXTURE TYPICAL OF 4 SCALE: 1/4"=1 '-0" , -, , ' SCALE, 1/4"=1 '-0" ' I , ' ' / ' / " / ---/ - I I , 1m;:;;:::= =ill .. lll#llil=iiii ... Ill l~ll!gl lllgjli@lmtlg]Jl@lli@lll @§i ill_llll_lll ~Iii 1H ll~IIF- @ Secti on A SCALE: 1/4 "=1 '-0" AS-BUILTS m \@ REVISION & & & & & & £ & & & ' & & , ,. ' w SHEET NAME SHAD E PAVILLION Plans Elevations Sections PROJECT_NUM6Ell 2006-05 ISSUE DATE J ULY 25, 2001 PURPOSE FOR ISSUE EIID S!::T SHEET NUMBER A5 ' ' I ' .J 21 ADI SI 4 '-0" • • PS P4 1'-4" P2 i □ .\ j '-4" Pl 1 '-4" rr==l--------4 Ll6HT FIXTlJRE u 1TYf'ICAL SEE 5/Ab FOR PARTIAL ELEVATION OF MENS ROOM SHOHIN5 P ARTITION DOOR m Men's Restroom ~~f6'" ~~~~---------'-"-'=-----------------------~ SCALE, 9/B"=l '-O" ® W~men 's Restroom FOR ATTACHMENT OF PARTITION DOOR 1-'lALL- POSTS TO MASONRY, SEE 3/AD2 □ ,;. .. ""M~en"">s::::..·• 02R""'es,,,,.,t,,_,ro"""Q~m~~ .x:P..c:a==-rt~J~~~'L____.c""--~ Partition Door Exhibit scAcE, e18"•1-o· " ' -:.f !in D DIAPER STATION ,---7 I 4 I I L ITlrTI_J 11111 1 II II I I 111 11 1 111111 1111 11 IRRIGATION CONTROLLERS ,---, I I I s I 2 I I L rn n,_.., 11111 1 111111 11 1111 11111 1 111111 @ Maintenence •• J.-l--ELECTRICAL PANEL -t---EXPOSED CONDtllT HEIGHTS AND LAYOUT OF ELECTRICAL AND IRRl6ATION EGL!IPMENT MAY VARY. SCALE: 3/8''=1'-0" 3 '-6" >'IA4 OPEN I'-•i ,. 1 '-4" Ll6HT FIXTURE □ TYPICAL ----,. Pl NOTE, SEE 9/ AD2 FOR DOOR ATTACHMENT AND 5/AD2 FOR PARTITION CONSTRUCTION ""'' @3. A.~$sibleTQilet Partition SCALE, 3/B"=l'-O" 1 '-4" 1'-4'' □ Sign ag e 0 EXIT SIGN AS REQUIRED BY ORAN6E COlJN1Y F IRE AUTHORl1Y SEE 24/ADI Plumbing Fi xtu res 0 TOILET-SEE PLUMBIN6 DRAV'IINGS 8 URINAL-SEE P LUMBING DR Al"IIN65 8 LAVATORY-5EE PLUMBING DRAl"IINGS 8 HOSE B IBB-5EE PLUMBING DRAJ.,ilNGS Cerami c Tile NOTE, TILES 5H6HN V'IITH "GREY SHADING ARE "ACCENT" T ILES. SEE 5HEET A1 FOR COLbR AND TYPE. . . 4'-0" - . . • 21, AD,I -SI , SC-ALE, 5/B"=l'-O" Wash room Accessories 8 8 8 8 8 TOILET Tl5SIJE D ISPEN5ER, BOSRIC:K Et :;2B"l2 5 TAINLESS STEEL 5URFApE)1QtJNTED TV'I IN "I" ROLL DISPEN5ER·V'IITH 5TAINLE5S STEEL CONC.EAt.:ED MOUNTING KIT 2522-5 ELECTRIC 'HA~D DRYER, FAST AIRE Hb05 REMOTE REMOTE POV'IERED HAND DRYER. AS-BUi l.TS & & ill ffi ill ill ill ill ill .& & & REVISION SHEET NAME RESTROOM Interior Elevations PROJECT NUMBER 2006-05 ISSUE DATE JULY 25, 2001 PURPOSE FOR ISSUE S ID SET SHEET NUMBER A6 .I I I • • Page l of! Ian Duncan From: David Sheegog [sheegog@gmail.com] Sent: Tuesday , July 15, 2008 4:42 PM To: Brent Mathews; Ian Duncan; 'John Houldin '; tbums@irvineoornpa ny.com SubJ&et: Coastal Peak Park Tile Selection Coasta l Peak Par!( Team , The accent tile for the interior of the restroom buil ding was specified as Dal TIie Permatone "Matt Emerald". This tile has been discontinued. The alternate for tMs tile shall be Dal Tile Permatone #6537, 2 x 2, "Cypress". Th is tile is in the same price class and is readily available. Dave Sheegog, AIA David Sheegog: Architect 968 S. Ladan Lane Anaheim, CA 92808 T714-873-791 9 F714-280"8182 sheegog@gmail.com No virus fOWJd in this outgoing message . Checked by A VG. Version, 7 .5.524 / Virus Database: 270.4.1 1/1553 -Release Date: 7/1512008 S:48 AM 7/1 6/2008 COASTAL PEAK PARK EXTERIOR COLOR SCHEME Roof Tile Manufacturer: Series: Color: Stucco Texture: Color: Paint Type: Eagle Roofing Products Bel Air (Flat Concrete tile) 4520 Weathered Terracotta F lashed Smooth Troweled Painted to match Merlex Pl 703 Elastomeric Anti-Graffiti: ND Graffiti Shield by New Dimensions Solutions. LLC Roll-up Doors and Metal Louvers and Steel Windows Manufacturer: Dunn Edwards Color: Factory Finish to match DE6265 "Moss Covered" LRV 19 Wood Beams, Rafter Tails and Exposed Wood Ceilings Finish: Light Sand Blast Product: FSC TWP Semi-Transparent Color: Walnut Brown #335 UV Gutters, Downspouts and Leaderheads Color: Factory Finish "Weathered Bronze" by Custom Built Products Iron Gates and Ornamental Iron Color: Painted to match "Weathered Bronze" by Custom Built Products Paint Type: 2 part urethane INTERIOR COLOR SCHEME Wall Paint Manufacturer : Color: Finish: Ceramic Wall Tile Field Tile : Accent Wall Tile and Toilet Partition Tile: Grout: Floor Tile Floor: Coved Base: Grout : Partitions Doors Manufacturer: Material: Color: Dunn Edwards DEW316 "Powdered" LRV 82 Semi-gloss Dal Tile, 8 x 8 Sierra Series "Almond" #2009 Dal Tile, 2 x 2 PermaTones "Matte Emerald" #6512 Custom Buildings Products Antique White # 10 Dal Tile, 2 x 2 Keystones,"Buffstone Range" Dl47 Dal Tile, 1 x 2 Coved Base #C833, "Buffstone Range" Custom Buildings Products New Taupe #185 Bobrick Solid Phenolic Arborite B-886 "Grey Grit" AS-BUILTS REVISION & & & ffi & & IA & & & & & SHEET NAME RESTROOM and HADE PAVILION Color and Materials PROJECT NUMBER 2Q06-05 ISSUE DATE JULY 25, 200"1 PURPOSE FOR ISSUE BID SET SHEET NUMBER A7 f-------11/2" CEMENT PLASTER WITH SMOOTH TROV'-IELED FINl$H PLASTER 5i.JRFACES SHALL BE PAINTED V>IITH ELASTO- MERIG f'A!NT AND COATED Y-IITH ANTl-'5RAFFITI COATING '21, ,-w_· .. ~o_o_d_t_o --M __ a __ s--o--nc..,ry'---'----P.:..:la.:..:s-'-te'--'r-T'---'r--a __ n __ si-'-'ti-'-on'--'------- , , SCALE, 9"=1 '-0" .. _, , ; .... -:,:,··, '·; ,,,., ·,\ ',,-. • , .. "•>•• • ", •·-• C ,'.·p 0., , :, ••. ·-· , . c, •, , •• ,,,, ., , 1 r•, '· •.i .'. • • I "" i/ 10 ' .. , . i I r ;L ' I I/ ~ .. I , -"· , ' ' , . ''" 3" ROUND DOV'-!NSPOUT MET AL LEADERHEAD l"!ITH FACTORY FINISH TO MATCH GUTTER AND DOY'lNSPOUT COLOR PER SHEET A1 DECORATIVE STRAP LOCATE AS SHOHN ON ELEVATION , , .4.eaderheadl and Downspout 22 ------"'---'-'I-.--""-'--"'~---,--"--' , ,'<_ SCALE, I 1/2."=l'-O" @ Restroom Si9ns . 8 1/2'' -/<---" ~~J~:Wtu.ti\!tJ+~2~~R- L !NE._-'OF''5J6N>·;t,:;:t: ·5•:.:o". ':AlebVE FINl~fi',Fl::60R.' IMAGE -ON SION SHALL:BE- ~~~~~~f:i':gA~~i~!u~B. MANUF.AC.TURE'S STANDARD COLORS· sHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL SC.ALE, I 1/2":11-0" 9\1#!.HS'.f-i •·). i ;-.;,•~_, ; • ,--,,,; l ., .. _,, ,,. ~f J'.~l}l,Il ,., .. .,,.-·, ·{i~}'.iftJf 111 @ Wall at Grade @ Wal! ;:it Flatw9rk 1/2" CEMENT PLASTER OVER CONCRETE BLOCK -J-MET AL ,--7_SHALL ALIG>N H ITH J-METAL AT FLATHORK -----jCERAM/G TILE Y'!AINSC.OT THIN-SET ON CHU C.OYED BASE TILE SCALE, 3"=1'-0" 1/2" CEMENT PLASTER OVER C.ONCRETE BLOCK. J-MET AL ,,,----7SHALL BE SET AT 1/b" ABOVE FLATHORK ll ,-----iC-ERAMIC TILE V'IAINSCOT THIN SET ON CMU ,-COVED BASE TILE FLOOR TILE -THIN SET TO -SLAB ..... I 1'-4" N ~~Z:lf----1/2" TOOLED BIJLLNOSE "--jf----J-MET AL -ALL AROUND '---+----CALK '!----+------!MET AL LOUVERED VENT SET IN BED OF SEALANT FASTEN FER MANUFACTURER'S REC.OMMENDATION ___ 1 ___ 1 CALK -','I_ /-----j MASONRY SILL 6LOCK V'IITH SKIM COAT OF PLASTER TO CONCEAL e-ROUT JOINTS ALUMINUM BIRD SCREEN !N METAL FAME. INSTALL ONLY ---, IF REQUIRED BY HEAL TH DEPT. 9'-4" INSPECTOR -;;;;::::::--.:~~:?:~:-;~~:;j,~·:;-,~-~·-~;;,f,;·~··~~~~====~~ CERAMIC. TILE THIN SET ON C.MU Louver Vent Head and Sill 11 SC.ALE: 3":l'-011 r--------1/2" TOOLED BULLNOSE J-METAL ~---f-CA.I.ILK MET AL LOUVERED VENT ~------------CERAMIC.TILE 12 Louver Ja !T'"' ,-. ! I I CALK ALL AACtJNO I l _'iti,--... -. ----.~,--... ---•~ ,!-', H'--·-_·_-___ ·_-_-_·--f--·· ____ 7icts'i~~~~~~R~ OBSCURE I ' COI..D ROW-ED STI:EL ~INDOH c.f:D ' --==i-------,-TRACK BY DOOR MFR \ '. ::c 7"------J-METAL \: Ii L-{lo:i-------T----7 !"I POr«?f:R COAT FINISH ·HeR-r ATTACH l'llrH MFR SW.,,..PS, ["zJF'.; ~-----,-----DON01"06ST1".1K,T f"IEEPHOLE5 :==a= "'---+-" ,._1-1-------,j 1/2:' CEMENT PLASTER OVER ,• //N-----i MASONRY SIU. BLOCK HITH 1/2" f'I.. Yl"l<XlD 6llCI< ALL AROUND t-.ltlDOH 5 <::::-ONC.RETE BLOCK '--ii------~ 1/2" TOOLED 13ULLNOSE, TYP. ,18, 1--R_ol_l-_u,_p_D_o_o_r _H_e_a_d_a_n_d_T_h_Fe_s_h_o_ld ___ _ , . SCALE, I 1/2"=1'-0" _. !'-0" MASONRY OPENING>➔ ,.,.-.... -.;·-,,:,,•,.,_,,),7, ------------1/2" TOOLED BIJLLNOSE ,1 ____________ 7 1/2" CEMENT PLASTER OVER MASONRY ,------J-METAL r--------j TRACK BY ROLL-UP DOOR ,1 MANUFACTURER /------j ROLL-UP DOOR V'IITH FACTORY FINISH / SKIM COAT Of' PLASTER rH I C",)=RAMIC TILE i"IIERE OGC>.Jf'!S c!"CC vvaJRS l',1ll@ . indow Head and Sill r\0/1/, 13 1-'r-------------SC.ALE, FOR NOTES, SEE 1:3/ADI @ Exit ~i.§rl SCALE, 3"=1'-0" .. ,·t#l\.~n.,··, _R_o_ll_-u~p_D_o_o~r_J_am_b _______ ~_ ~ SCALE, 3 ":l'-0" @ Wi~dow Jamb ,I(: SCALE: 9":l'-0" 1 '1 ·"'------~· MEN"S RAISED HHITE LETTERS ON 'n .n . :·. ,~-----j BLACK SAC.Ke-ROUND, . .rui:,,S.'I'ROOM, POL YC-ARBONITE '516N e 112" 4--~~~-~---~ ··woMENs ':R.-Es-·i.kooM ... • ·, eRA.ILCE 1"1ARKIN"Gs"·1N"S IZE • L-~•~'•~' -~· -~--~·· ·===d"-----j·::g~~f~1ii~~~ON -~O -ACC:ESSl6lLITY REQUIREMENTS CONTRACTOR SHALL PROVIDE 'SHOP DRAY'!INGS FOR--APPROYAL ;a ,,,,''-•'" ,, Bra:i.lle Restroon')'$ign 2 · .. 5, f-----'-,---~------~- 'SCALE, 3"=(•::.o" NOT US'ED ~-----------CMU HALL I I I I I I l'-'I' f __J 2 X .3 FbOT OPENING> IN CMU -h/ l~LL ' ! I 2X4 riOOD FRAt-11Ne-HITH I 1/2"· PL '(HOOD , 15" DIAMETER MET AL LOtJVER VENT --,,-[-,--j FOAM.SHAfED TO CREATE _ BEVEL /Tr--ORNAMENTAL IRON I L ' ' c ' I t'j J ,. S!--_ ;:--, J,, ~ "'-·m"- \ I f:! . I "' ;: //" -I' I I<' --..;. 3 3,, 1/ <;(" • ' 4" X B RATER TAIL, Y'IOOD MUST BE 4 INCHES TO QUALIFY AS HEAVY TIMBER. RIP FROM 6X MATERIAL. USE SAME MATERIAL AT RESTROOM AND SHADE PAVILION @ Rafter Tail Cut SCALE: I 1/2"=1'-0" 7 .,,------ROOF UNDERLAYMENT .,,------STRUC, TURAL SHEATHING> I 1/2" X 4" FASCIA Concrete Tile Eave ' _,. __ .,,_, .. SCALE, I 1/2"=1'7"0" ._-• ~ ·. ' ' . . -:• -.._ __ METAL DRIP 2X6 V-e>ROOVE T!6 -._.__-1 4XB SHAPER END RAFTER (BAR6E BOA,,,RO) ® Rake Tile 8 1-'-------- SCALE: 3"=1'-0" 9 5 e,; " 1/2" CEMENT PLASTER OVER CONCRETE BLOCK Door H'ead and Thr~shold SC.ALE, 3":I ,:.b" ,,----------1/2" RAQIUS TOOLED BULLNOSE ,-------IB G>Ae-E HOLLOV't MET AL DOOR ..·.---•----•· @ Doo r Jamp SC.ALE: 3"zl ''-Q " 1 Restroom Eave STRUCTURAL ROOF SHT6 2X6 V-6ROOVE T it6 2X SHAPED BLOC-KiN6 _,.----4Xb P.T.D.F. TOP PLATE .,,-----J-MET AL -----,~ 2'-6" I 4XB RAFTER '--.// \ I I ~_,SEE 6/ADI FOR TAIL CUT -SEE PLANS FOR SPACING> '----1/2" CEMENT PLASTER ¥~~~~~~6Y'iEt~~~;~k7°HH '---jAT RESTROOM, OMIT AT STORA6E ROOMS SCALE, I 1/2":l'-O" ✓--STRUCTURAL ROOF 5HT6 2X BLOCKING> /---2 X 6 V-6ROOVE T!6 /---C.ONDUIT LIGHT FIXTVRE ~ c---BEAM A~I ----' \ I \ ( I IL_JE=l--l--~~4~'-~o•j· ""'§G~-~-~-~£~ / 1 2 4 X e SHAPED RAFTER '-----SEE 6/ ADI FOR TAIL CUT SEE PLANS FOR.SPACING> Shade P~vilion Eave at Beam SGALE, I 1/2":l'-O'' "KNIFE~b.A0E",C0NNECTION - r--j SEE 5TR/JC.tuAAL'DRAHIN6S ,,. ' ' ·-' SLOPE MORT AR GAP :;.c-. :: c.__ 1/2" c.EMENT: PLASTER FOR A001T:i0NAL NOTES, SEE 2/ADI ' 3 , 1-S_._ha_d_e_P_a_v_ili_o_n_E_a_v_e ______ ----,-,,--c-c SC.ALE, I 1/2":l'-O" ' , ,,,---------STRUCTURAL ROOF SHT6 ,,,---------2X6 V-6RO_QVE T4:6 l'-0" 4X6 P.T.D.F. NAILER '------J-METAL, TYPICAL """'-------1112" CEMENT PLASTER Hl:TH "$MOOTH TROHELED f'.IN l}~,fl . 0~R_·· _e~st_t_o_o_m~R_a __ ke __ ~--~--s-c_A_c•-.-, -,; 2 ~, ;~,,~,,o~·,,, ----------<CERAMIC l"IALL TILE SET ON CHU CUT BOTTOM ED6E OF.TILE ---'·~·-,4';'----iTo.AGcoMODATE SLOPE dF TRENCH _•,,., @ Trench Drain ,r",----:s(OPIN6 son·oM OF TRENCH " .. ' . ·.·,. ,,-- • USE FLOOR TILES AND . G°c).VE ' TILES IN TRENCH -BUILT REVISION fil IA SHEET NAME Architectural Details PROJECT NUMBER 200€>-05 ISSUE DATE JULY 25, 2001 PURPOSE FOR ISSUE SID SET SHEET NUMBER,....- . ' ,. . ' . • " - ' • " ' . ' ' • l I (j) Pony Wall " .. ,;, . .. . ' -·· . . i\i--::::::::c~j11/8" CEMENT PLASTER J/'IITH , SMOOTH TROV'!ELED FINISH ,· I: .• f · ' .. (· ~.:". 2X4 V'!OOD STUDS AT 16" 0.C. 1/B" J-METAL,, TYP. 2 X 4 SANDED SMOOTH -PAINT TO MATCH PLASTER ' CERAMIC, TI LE TH IN SET -----QNGMU I I SCALE: 3"=1'-0" ,' . J: f' f,_[:::::::::::c~r,1/8" CEMENT PLASTER 1-'!ITH -1 ; SMOOTH TROV'-1.ELED FINISH ti. , .. i (.: 2X4 HOOD STUDS AT !6" O.G. _,,-,f--1/8" J-METAL, TYP. (j) Pony Wall 7 1--~----- SCALE, S"=l'-0" 1------7 1/2" CEMENT PLASTER l'IIITH SMOOTH TROl"IELED FINISH ' ::-~ 1/2'' J-METAL ,~------j CERAMIC TILE THIN SET ON ,., CMU 8, /-C_e __ ra __ m_ic_T __ ile_T __ e __ r __ m __ i __ n-'-a-'-ti-'-o-'-'n __ o:.cn-'----M--a __ s-:'~--~-:'~LE,---e---,,.---, ,_--0---,, _ 1/2" CEMENT PLASTER J/'IITH s---r,------jSMOOTH TROJ.'IIELED -FINISH r -~-",'~-"ALUMJNOH DOV'!N5POUT ~,:, __ -. /-·1·· IP\16 .i'RANSITiON: -PAINT TO ·MAtCH--DOHNSPOUT . ' .. UNDERGROUND DRAINAGE SYSfE:"M -SEE CIVIL EN<S PLANS FOR EXTENT 9 Downspou t Term ination □ Plan ---, - ' ' --·--- ®-. ~ --- Elevation @ Gate L:atch ~ r 0 B --- SC.ALE, 3"=1'-0" 2 1/2" X 2 1/2' X 2 1/2" X 1/4" THICK STEEL AN6LE Y'{ITH Ii:\ SLOT FOR SLIDE 60L T. FASTEN Q TO CMU HALL Y>IITfl 1/2" EXP BOLT SET IN EPOXY ® I" HIDE X 1/4" THICK SLIDE BOLT @) SLEEVE TO HOLD SLIDE BOLT ® PADLOCK SEE 6/AD2 FOR ADDITIONAL NOTES. ! 0 I I I ... 1- I I \ I / I / / I STANDARD 1 9TALL AGCE5516LE STALL ~7777,.,------- "'T'=====~, < I I I 11 / II /_CL,CL_L__ 1; /7\ CERAMIC TILE THIN 5ET 11 /\'.V ON CMU ,, 11 ,,,✓ STAINLESS STEEL DOOR ,, ~ KEEP A TT ACHED /t'llTH ~ ___ .-,, \:':,J VANDAL RESISTANT EXPAN- I !::======= SION ANCHORS Vi.ALL POST J.'IIITI-1 1/4" DIA. r:i\ STAINLESS STEEL VANDAL \:::::,J RESISTANT ANCHORS AT 8" O.C. ., -® fA'I STAINLES5 5TEEL ANGLE, V FULL HEIGHT V'llTH ANCHORS AT 8" O.C. 1 3 • Partition Door Attachment SCALE, 9/4"=1'-0" 1/2" TOOLED BULLNOSE, TYP. 0rF __ o~. r~m __ , e __ d __ • __ C __ o __ n __ c __ r __ e __ te_A __ r __ c __ h __ ~-------,sc~· A~c""e--, 5 ,.-,,,--,"-c,_ 6 __ " PLAN VI El"! 12" X 12" i;4 BAR HOOKED INTO HALL f--_/ AT 24" O.C. CHASE H.ALL AND FOOTING PER STRUCTURAL DV'l6S. • ..... r .. -··. ·- . ' " ' @ Toilet Partition -----' / / / I ' I X ' I ,: ' <:! ····-·-"··-···-. ~ Edi -® , I i ! " ' ' ;. I SECTION CERAMIC FLOOR TILE FLAT THRESHOLD TO \ J:~0l~~~$iES~(BILITY I I SEALANT OVER 1/2" FOAM -\.-• . .FILLE~ .. EXP.ANS!ON..J91N:r HARDSCAPE PER LANOSCAPE ARCHITECT '1- 01 " ' \ I ' ' I ' I ' 1/ ' / ' / ---~--- 6 -----------CERAMIC TILE THIN-SET CERAMIC TILE''AT ,,---jDIAPER TABLE ,,---SLOPE 1/4" PER FOOT CONCRETE SLAB J.AIITH #4 "--~~ BARS AT 8" O.C. EACH HAY #4 BARS 12"X:12" -2 AT·BAGK '--------1 AND I ON EACH SIDE OF DIAPER TABLE SLAB ... '., . . ... • .. ;:·· . ' (Dr[)_ia2p_e_r_S_ta_t_io_n _________ sc_A_LE-,-,-, 12 _,,-.,-,_ 0 _" . ' . 0 ., 0 -------------CERAMIC TILE . . : I I ' i ••. : • · )· . . - #4 BARS TURN "10 DEGREES I -+---INTO V'IALL -GROUT SOLID ' ' I I__ I I ,,,. ___ SHORE DURING CONSTRUCTION ~r -+ r SHORE ·DLJRiNG CONSTRUCTION ( 4). ~~ \(ER1:ICAL BARS • .. :., ~ _:· \ .-.:;,·_1 ~•e,;._+------(2) :jj'4 BARS TOP AND BOTTOM .· .. . . . -. • ' 3'-6 1/2" , i 10 AD 0 0 0 ., • •. •. 0 0 0 - SC.ALE, I"= I '-0" 2 X 2 X l/4·STEEI:. J1JBE Jf\J./ ® (9) 3/8" DIA'-·,BARS,c EMBED- DED "lNTO EPOXY f"!LLED HOLES IN CMl) ~ALL ® ~~~ I f:OG~4~t~EL ® ORNAMENTAL IRON ® 3/4" SQUARE' SAR STOCK ALTERNATE"J.ilTH 3/4" "TY>IISTED" SAR STOCK ® 1/B" STEEL PLATE Y>IITH ; I 1/4" CLAVOS EACH SIDE ® (3) HEAVY l"!EIGHT FIVE KNUCKLE BALL BEAR!N6 HINGES ~"1/~l~~A~~i~~;I~~/_. ® TO 'c-MLJ (TO LOCK GA~"'' OPEN) ' • • ® SLIDE SOLT TO Loc.K·>\':,· ~~~l~NO~~~ ~~gL\3'£~? NOTES I. FAElRICATOR SHALL . PROVIDE SHOP DRA!--'l.l N"65 SHOJ.-'IING ALL CONNECTIONS 2. A !..L Y>IELDS SHALL BE:· REVISION & & & & & & & & & & & & SHEET NAME Architectu ral Details "GROUND SMOOTH PROJECT NUMBER 9 .... ~~~~Wt ~~I.tR~t,~_~·'•'' .. , ,_,, "-~:~:::5·-·· JLJL Y 25, 2001 PURPOSE FOR ISSUE ' ' " < •\ ' SID SET .------------,, SHEET NUMBER • '· ·, PLAN '.' ,. " I I ' ' ---. .. , " " ' " A95's @ 12'u AB.'s@ lb" o, r -------------------~-------------1 ------- 1 --------= - -------, I I I I I I I I I I I I I I I I I I CPf-SE 1 _,,--PROVIDE 15/:,2" K5.P. ~ n1'cW1i:16NGOVER MAIMENENCE STORAGE2 1 ,, (· • : ·1 I. • l I ffii-~'t l·1! !· @ I' ::,, ~i,. mM i '!iii! i i'i ! ~ : !I / ffi WOMEN ' ' STORAGE 1 I I I I I I I I I I I I I i : "="' . =-=t-mas!_ ~z1 :z· -~-z:o· z-;:p-=---~ --~---------~-, AS5's II T'!'P 11' 12•· ex, LINm A.B.'s ·(I 16' o,; ROOF FRAMING PLAN RESTROOM / / ' 4 " 4 " SHADE S TRUG.TURE ·5GAI..E, 14' ~ 1·-0.· _ E.N. IOd II floe, F.N. IOd 11 12"oc ~SHT~~~M-N. TO ALIGN ~~E1DiW VISIBLE NAILS FOUNDATION NOTES I. SEE 5Hfi:T S-1 FOR GalERAL K013 AND TYFIC.AL Dr:IAILS. 2. TYPIC.AL SLAB-ON-GRADE /RESTROOM BUILDIN6) 4' THICK MIN. HITH #S BARS D 18'oc, EACH i't",Y PLACED MID,HEIGHT IN 5LA6 OVER I' SAND OI/EF1. <i0% WMFAC..THJ ~ APPROVED BY FROJEGT 6EOTEGHNIWAL ENGINEER 3. FOUNDATION HAAD!'I.A.l<,E HJST 8E SEi::,u;:s:, IN PIAGE FRlOR TO FOUNDATION IN5P!:C-TION. FOOTIN6 EXGAVATION5 5HAf.L ~ EXAMINED AND GERTIFIEO BY THE PRO.ET ::OIL5/6EOL06Y ENGINEER TO ntE EXIDIT REQUl!<ID IN THE :OILS REPORT FR.AMINIS NOTES I. 5EE·SIHT5 5-1 TifROOSH 5-2 FOR GENERAL NOT:r-5 AND TYPIC.AL DETAI LS. 2. Tl'F'IC.AL ROOr 5Hi'.ATHIN6, 15/32" f'IOOD. 5:rRl)CAAA!. PANB.. * ~,t,SP~T~EXP09R.E I B.N., 8d AT 6; oc /@ E.N., Bd AT h oe, .52 F.N., Bd AT 12' oc YiHEN ROOFING SYSTEM REGUIRES, U5f PLYGW''S OR .SOLID BLOCKING AT ALL ROOF SHEATHING E06E5 NOT 9.ff'ORTI::D BY FRAMING MEMEERS l'IOOD Smti\JRAL PANi:l.5 5HAll CONFORM TO lJ8C, STANDARD 23-2 or 23--3 3. /,\. INDIC.A TES 51-F..AR l'tAI..L. 58: 5/iE:T 52 FOR !¼Hi:DUL!':'. All "-1/ AAILING APPLIES RILL HEIGHT AND R!ll LB-16-n+ OF~' U.N.O. 1 " II " SYMBOL LEGEND II-IDIC:-ATB SPAN AND DIRfi::-TION OF ROOF RAFTERS OR ROOF .l?l5T5. INDIGATES 6"..A!<l~ /'IAIJ. FRAMING LEGEND 0 4x8 RAFTERS 11 30' '" -SEE .A.RC,Hl Of<J\Yil~ FOR LAYM GLS : .SLUED LAMINATID BcAM: 2400 Fb 1.8E ~12) #5 VERT. CD JAM66AR5per T'!'P EA. )'jA[__t. 51 FOUNDATION PLAN RESTROOM r----7 r----7 I I I I I: ~-L _______________ _J ~-I ~,---------------~~I I I I L_l ,-~ L_l ,-_J I I I I I I CD I I I SI I l I rr' iJ·s I I I ___,I I I I 12' l'i!DE x 12" THK x l'-ll" DP-------I I I I TiEBEA.H!"!/0}114 TtB I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r-J L_l ,-J L_l I I I I I I ~ / L _______________ _J ~ I 5'-6" ~ x 12' THK x l'-ll" DP (min)~ !;:2:,t;".21 I • ~ ~ j ~~;~1~r/(b)#4BA1<5 L _ --~--_; L -------~ ' rffer4) C.OLL/MN5 FOUNDATION PLAN SHADE 5 TRU.G TUR.E ' ' AS-BUILTS 1~0FESS i-'-· CH,q; ' ' - . " ' ' ' ' " ' REVISION - ffi SHEET NAME SHADE STRUCTURE &RESTROOM BU.ILDING FO UNDATION & ROOF FRAMING PLANS PROJECT NUMBER OiOO"i ISSUE DATE .JLJL Y 25, 2007 PURPOSE FOR ISSUE BID SET SHEET NUMBER S1-1 PLOT DATE, 1/2:4/01 ' •. • • HARDSC.APE 51..AB a& OCWRS \ (2) "5 TOP ' oon., U.H,O. CM! PARTITION I'll REINF. per ARGH' FELT EXPANSION JOI ITT 5lAEl OH G L 12· ""' L -~ Smt,M: '1 24' rTOO II 71 e• CCR TYP 2'-0" " c "" " ' ' ~· • b m " " ~ ,.; • (2)114TIB " .. • " e,• CMJ >(I '4 IIORIZ.-~ ll l6'oc,GMIT STEE.. GEll5 ~ FELTEXPAN$10NJ:?1 '° SLAB ON ·-' FTG 7 ,. ~ooms !I l!l' oc " " 0 ,,. "' WNC FT6o J.~"3' CtR ~ TfF 2'-0" l EXTERIOR tJAI I AT RESTROOM Bl/II DING 0\ ·~-","""'"""' ...................................... __ ~_ 8" CW IS/ 114-HORIZ. 1124"odi GROJI" 5TEB.CEU5 I'S· f OOTlt,c;,. D0¥£1.5 11 lb" oc: EA FACE 11/Sivli:ioK Far.iixPAfl5ION JOlm--, C.Oft'.. FT6 ,--2x4 KEY 3• CLR m' 3'-0' INTERIOR VJAI I AT RESTROOM BU ILDING fa\ ,,.,,,..~ -~~~~, e• C.MJ .,/ !14 HORIZ-.......___ _ . ll 24" ix., GROOT ~.TT".t.-vrccc-"· e. -- ALL CEl.lS • SCllD GMIT CORE--- • . ~wea -~ EA CORNi::'"R ~ . , , 1>11 , • •. • • • • . .. . • • .. c--·--r---"iJJ"""-'--:..._·_·-'- 3' GLR WI< FTG,-_/ T'(p 2'-0" .. lRENC-H EXCAVATION; BAC.K FILL per SOILS f<Ef'ORT or to '10% DENSITY I I I I I I I I I I0'-0" I NO TRENCHES 6ELOl'i ~\ / """""" 101 f>Y., THi<l! :.0 11-115 PORTION ol F0011N6' -~--c'I- ~ =====-7'"'--COM?A6TED FILL PERPENDICULAR TO FOOTINGS 0 TRENCH DErAIL 1 ,~c""""'"""""'"'~=----------...... ,.,, ,;;;;; HOOKS and BENDS SPLICES <10' HOOK D , fld for ij.2 to lie, INCUISIVE D • 8d fer #'I mi LARGER i, %d I CONC, 40d fil MAS r, 1 /24" ~•J 1 ' .. F 1eo· HOOK 1:35' HOOK V-cRT REBAR --;7 Ti'PIGAL 2-0 m'. ALffi<!lATE eiw, ;"°"' ' ' ' HilRIZ, ' ,:~,;;:. ,_. a,-.. ; 't:;,6m5 IITTeRSEGTIONS lYPICAL RE INFORCINIS at CORNERS I INTERSECTIONS (2) VERTS,---;7 TYPIGAL 40 BAR DIA. 2 END ALm<NATE WY<!.'"'°' EXmlD HORIZ. 2 '{ERTS, ----> T\'1'. f<EBA's A'<.OUND -~ -,c Pf<OI/IDf DOViEL.5 IITTER5E'C,TIONS END MASONRY REINFORC INIS at ~ "="'COa,;R,;aN,aER.;aS;.;l'-"'INTE=R.aSE,,a;C""TlaaO,.NS .... ____ l:J,.. IN LINTE. 2LOCK /2) 115 T ! Bat OPENING LBS lHAN 5'-0" ,-(2) #6 T ~ Bat OPE~N6 5'-0" TO 1'-0" (2) t'J T t B ct Of'ENIN6 MORE THAN 1'-0/ 1 ~ r 2'-b" . / ::: . :TYi':•·.~~~ ;:'\' ......................... c ...... I STD.HOOK~ MRE EMBEV. Is IMPOSSIBI...E ---- SOLID GRa.lT SHADEDAAE/6 T !'lHERE-EX'TENSION 15- IMF'OSSIB!..E ~ BAAS AN!_; HOOK, TYF'. i<-.J<-l'W.L RElflf. 00\'fi.5 Tb MATC,H VERT. aAAS,'TYP. GI.LEO LAMlAA1EV I..L\:ffF< I. ALL FAeRIC.ATION AAD V'IORK.MANSHIP 5HAil WlfORM TO AN.SI STANDARD Al'IO.I, Af>TM D·:l:TS1. Af'A/AITC. IIT, AND m:" c.wR.-~ ED'ITION OF ill-RR WNS~TIOfl lBTS fOR(;LlJ.: w\MIAAW KAIB<IAL 5HAil CONFORM To AITC 200. 2. ALL G!.IDJ LAMIAATE!i t-e-eS'<S 5HAil BE DCUS.LA5 FIR, cot'81NATION 24F ~nf !'vliTE!ilfl<OOf !<.ESOl<:C,INA!. CR Pf!t:-wl. REO!<l.lNAL GW: WNFORMll'IS: TO THE FEPfAAl. SP"'C:C-lflGATIONS MIL•A-e<rl.£. LIS€ W!-elAATION 24F-V4 FOR SIMF'!.'r' ':iWOl<Tl.'D Sc'Al-6 A>,D Ulr-iJIAATIOtl 24F-~ FOR GAITTILEV<:Rro &AMS U.N.O. 3. FINISH OF THE MEM6fR5 5l!Al1 S.E IN:DUSlRIAL OR FR/\MIH(; ~ eAADE IN CONFORMANC.E HITH THE 5TAADARD ~ 6i<ADES OF THc. APA OR AI.T.CI. 4. EACH 6!JJi: l.AMIWIW 8c.A.'1 L'Sa) 5l!Al1 &A.'< A 6AADI: MARK OR lfAVc A GOOlrlC.Ali: Of INSPEGTION IOENTlf"(JH(; TlfE A6i:NC-Y AND n-E STAN0Af<P5 LSED fOR 1-WU'AC.-{t,RE 1'6 Sf'EGIFIEl:J ·~ THE MA'<K OR CERTIFICA!i: SlW.L BE Fl<EENTEO TO THE E(JILDING INSPEGTOR OR DEi"ARll"IBJT ~ R.EG.Ei1ID. 5. ltUSSOTh'ERl'ilSE NOTW, 6!.l.le l.AMIAATHJ BEAMS 5HALL ~AVc STANVARD e,AJ,ftR $A5ED 0N·3500 FT. RADII.I:,). """"""''"' I. THE 5HOP Df<AYilNG Sl.!3MITTALS FR01'1 TlfE VARIOE, Tf<ADffi r!ILL et: REVIEY€D BY THE ENSli'IEB<. OR ARGHl1ECT ONLY AFTER 9XI+ DRAl'!INffi HAVE SEE!l, A. INJTIALLY REV10'W AND N:.CEPTED )6 Wrf'Ol<MIN6 NTH THE STl<ilCTW.AL C.ONSmrcTION DRAYil~ BY TI-i: RcSFONSlet.f ~=OR AND ~IH&S Clll:GKER Hirn TlfEIR SIGW.11.RES. B. APf'ROv"Eil AND ACCB'rED Hirn A STAMP F!<DM Tl£ 6ENB<AL Wf!lRAGTOR "5 W~ORMIH(; TO THE WNSTRil::-TI0/-1 ~- rc:STS A.'JD lfl:,pEGTIQNS I. Wt.Tl~ INSf'EC.TION BY A RE61STER20 Dl'Pll1Y l~CTOR IS !<l:'GLIIREl:J FOR Ail FIELD VlEI.DING, HIGH :,-r,.e.sllf BOLTING, POST-mlSIONINS, GONGRJ:TE Hirn A S~Tlf GREATER THAN 2aoGl PSI, AND MASOl«r' ~ NOlW ON T.f: FLANS AND OETAILS. THE EXIENf Of Sll'.;H l~TION 5l!Al1 CONFORM TO SEGTION roe, I 1101 OF THE GALIFOR.NIA flllLDING-WOE. AA /lfFIDAVIT 5l!Al1 Et: 15:i!ED TO Tr!E Af<l;HITl'CT,Elt,lt-lEER AND THE SlllLDIH(; DEPARTl€ITT AT THE COMPLETION Of EAGH T!1'E Of rtiRK STATING !-+ETiti< M: HORK !'lAS IN GONR'.1RMAit:.E HITlf THE Af'l'flOVU) FlAN5 Al¢' ~IFIO,TIONS. S]BLICMA!. 5ITEL I. AU. FABRl6ATION AND Effi:.TION SlW.L WNrORM TO THE LAlt:5T EDITION Of TlfE AIS::. MAfUAL OF STEB. COHS'fl<llCTION. 2. ALL !'€!..DING 5l!Al1 SE DONE BY GERTIFIED l'£l.OER5. ALL FIELD :i=-T:.1/E CONTI~ lta'ECTION BY A Rf615Ta<ED 3. Ail Fl!LJ. ffiETR/\ TION GROOVE N:LDS 5HALL 6!: l/LTRA50~16AU. Y rt:51ID (\IT/ FOR THE EX1ENT REGIJI~ FER~ W<!<ENi EDITION OF TriE CALIF~IA EVILDIN6 WOE 4. ~DE Fl.ANGE SECTIONS 5/iAlJ. CONFORM TO 1'6"M Mq2, 6RAD:: SO. ALL PIPE SHALL CONFORM TO 1'6"M />53 6RAVE '6' ~ KSI). AU. TUllE SHALL GONFORM TO 1'6TM R/JO (4<> KSI). AU 01HER Sm.lC.MtAL STEB. 5HALL CO~ TO 1'6TM 1;3,E,, 5. AA:liOR BOLTS AND ll)lflNl5+£D BOLTS 5l!Al1 c.oti'ORM TO ASlM Nm I, ALL l'flDIHG ELEGTRODi'S 5HALL GO~ TO AY6 ElOJO( 1. l.tt.E55 5PEC-IFIGALJ.Y Oi:IAILED, NO STI<JJC,TU<!ll STEEi. MEl-16ER SHALL SE DRll.LEO, OJT OR MODIFIED IN A~'l' W-.Y l'IITHC:vT TI-i: PRIOR Ji<ITTEN WN5ENr Of TlfE 5~71.AAL EN&ilNEER SOLT HOLES,~ ~ITTEO, SHALL 6E Di<IL.LfD A MAXII-U-t Of 1/lf,' OVER THE DIAl-£!ER OF THE THRE,',!?EO FASTENER; Fl.AME WTTll'4$ l5 NOT Pi:RMITiED. e. THE FABRIGATOR AflD EREC-TOR SHALL F!EVIEYI Tii2 CON'IR/\CT Doct.MENi's .PRIOR TO f'ROJ;I.ICIN& $OP t,RA,\'il~. IF AAT" COhS'l.lGTS ARE Fru!D A6All<'iT THE l<iOOIP.f}ENfS Clf AAY SAFETY !<EG!lATION5, THE FABRIC.ATOR SHALL fmlfY THE STi<IJC,"MW. l:XGllftR PRIOR TO PROD!K:ING Sf+aP DR!ll'll~S. !12PD fflN:1E /rlE,/, 00/15/0bJ I. Al!. STl<lJCll..M l.U-SER 5HALL 6E OOJSLAS FIR -LIIRCI! OF THE FOLLOl'IIN6 6RADES, GOll'Ol<J.1fm> TO STANDARD GRADING RLlES FOR ViEST W/.ST LIME<: N0.11, L,NL..ES5 ~ O~ISE TIE UMBfR GRADES AS 5PEGIFIEl:J BELOl'I MEET MINIMJM RfaJlf01ENTh, PLAlfS, Bl.Oct:ING ;;;;;;-======SWOR 6TR srure TO I0'-0' IN HEl6/!T -SID OR 61R 5i\JDS OVER I0'-0' IN HEl6/!T--·---HO. 2 b1S Fb 2X f<Jll'TEl<5, J::ll5T5;'"~~;:::::::::::::::_NO. 2 li15 Fb 4X EJEAMS, f/::ADER9 AflD POSTS -NO. 2 e,s Fb 4X4 POSTS, HEADS<S SID OR 61R POSTS AND TIMi:ERS (t,X AND LA'<6ER)--NO. I 1200 Fb ~ MD 5TRIWGERS (bX AND I..AR6icRI --NO. I 1550 Fb 2,; LJMSa< SHAU:l!AYE l<l!t MAX1!-!M M0151U<l: GONl'ENT. 2. llTILITY 6RADE L1Jl,eER 15 tlNACCEPTAa.1: FOR A'M F'lRF'OSE lftll!Dlt4G, arr l<:IT LIMIW TO, BF<ACl~,'51l15 OR GRIFPU:: sll/D5: 3. i1HEF<f P&.6161.E AU. LIMl!:R 6RADE STAMF'S SHALL l<C:""MAIN ON L~'Ar-7a< ll<'iT,lillTION. 4. Ail )'(;OD 6EARIHG ON WNCRc71: OR MA;'.ONRY SHALL & Ple$JRE 111.EATEDflR. Ail FASIDlE!<S !';MALLER TI\AN 1/2' DIAi'ETE!< AND ALL HARPl'IA'<E IN WNTAGT HITlf l'Rl:59.!RE lREAlEl l.Ul>0ER SHALL 6E HOT DIPl'ED 6Al.VANIZED. 5. EAGH ~-BASED STI<JJC,l\AAL-IJSE. PANEL ,USfD!'QR DIAPHRASM Wt«i'Tm;TION 5HALL BE IOENTIFIED 6Y A REGISTE<ro STAl-f' OR SP.Ai!D. Cf'AN tcoo-AF'F'Ri:Ml:) ~IANC!:-~E 'A6E)t;y_ CHAAT FOR 'EZ GODE' NAILS "'°"'°' 16'd SOX tbd ~N 12d Ul~' ~MSlt!KER,l 'lbil COMMON 2 t/2' X J31.dl~. 3 1/2' X 135 dkl. P 2, 1/li'-:l" i< .14& dii:i.· R; 5, T, U, V ~ 1/4' x .l@d!a. )'I 2-1/2' X .11,2 dkl. X 3 1/2' X .162 di~. Z ~ SHALL BE ~ILEIJ ~ 5PEGIFIEO IN.~ NO. e;., OIHl:RHl5€ SOX WIIL5.MAY,6E !,';,ED. 'NAILIM5'5HALL BE FE< CW.°1'EB, ~· OF M' 6AI.IFORNIA 6UIJ.DI~ c.oDE UN!E5 i.;im;, OTIERl'll5€ ON THE PL.Al6 OR DETAILS. AL!. W.ILSINTO l'Rl:SSURE TREATED I.LIM&R SHAi.l Et HOT DIF'F'EO 6ALVAAIZEO. NAILS Af<E: Do'lf!W AS FOLLOl'IS, 16'd GOW.oNS, O.lb2' di~. x :l 1/2' 16'ci BOX, ,0.135' dla. x 3 1/2' led SINKff<S (12d GOMMOf{), 0.14e" dkl. x :l 1/4' IOd COMMO~ 0.141i: dkl. K 3' lad BOX, 0.1:@' dJo. X :l' ed ~, O.ISI' dkl. x 2 1/2' ed BOX, 0.IIS" dlcl. x 2 1/2' NOTE, ALL TOP PLAl1C SPLIG!:5, SOL:: PLATE NAILIN6_AAD 1-~IST BOTT0°1 FlAN:,E W.ILIN6 MAY 6E C0)6~m, U51N6.BOX NAIL5 OF/. eemR r,_ META!. FRAHl!,1$ c.c,i.m7QRS SH/Ill il-i: nW-f.'A'i!"k~ Bi SIMfSO« STl<ll~TIE, "6 SPECIFIED ON F'!..Al6. CONNECTQFS BY M.An.fAC~OTlfER TIWl SIMF':>::JN MAY 6E IY.;El:) Pl<OYIDED, ,;) C,OIINl;GTQR.S t-EET Cl< EXGEi'D nlE CAPACITY OF nlE SPECIFIED SIMPSON WJNJERPAR'TS b) COIINECTO!<:i Af<t APPROVED FOR OSE IN A Gll!<REkr 1e,eo E'IAUIATION REPORT Vl:RIFICATION THAT GAPACITY OF HAP,!11'1,!,RE 6Y AL TEl<NATE ~=.e~~MOR~lt~~~~~~cilMF'SON WIits FciR:·Au: ~ttoo 5HAI.L BE AS 5f'ECIFIED BY TI-IE MAlllFACll.RE!-fFOR RU. GAPACITY Of iHE f!AAD'M'<E. ~-~IOE FIRE STCf'S AT AU ltITERSEC,TIONS OF STLIP rw.1.5 AT ~l~~-~~:~~~~~:WIL ENCL05ED. 9/!#;E.."; f"lAcEf lRE STOF'S AT A MAX!i-u-1 !3f'ACING-OF I0'-0' IN THE',Vi:Rili::J.J:.'DJRfei1oN. PROVIDE 2X FIRE STi:>PS I~ ALL RJRRW~k:ES}\'B<TIGA!i AflD'fiORltoNTAL, AflD,AT A MAXI~ 5PAGIN5"0f. Ji:i'io'.IN E!ICl{i:ilREGTICIN AN!, AT'nc SAME LINES AS FIRE 'sTOF'S"iJl'iwJACEN't S®"l'W.1$. 10: TOP F'tAT5 OF Ail 500. ~ SttAl.L Sf 2 FIEa'S M SAME SIZf ~s~iG~1cE,/ ro LAf' 4'-0" RINI_~ N<D.-6E ilAILEO PS< II . ~l~t/~~~-\~:_~;o~~-~~alr J'i,ll&ER'l.l'N:DcR HEAD AND WJ"·IMLESS NOTED:~SE. 12. ~~~i!}~r: ~6HTEiEIJ PR!Ol< TO THE APF'LIGATION OF 13. STI<JX;TU<AL MEl-18,:,<5 5flA!.L IIOT BE air FOR PIPE5, ETC. LINLESS SF'EClfli::.AIJ. Y"OETAII.EO. ~GHll-6 OF, ft:l!<JZOIITA!. SlRl>CilLRAL -~o~c.:con'.:~~ =~11:5;~~~~~~3 ~x~:~~ie::;~~~r,~1:/MJ flWI/ISIONS Of !£1:;TJO)o':2;l20.l l.qAAJ:i 232'0.I I.IO. 14. PFOvlDE 50!.IO ElOQ(;IN6 6l:TtEEtl,J::llS~ ,',ND RAFTER.5 AT Ail ~~;:~i:•~~=N6~:0M FIEGE· AMJ TlfE RU OEPiil OF TlfE JOIST .OR RA.ICR. 15. AAIL @JN:>MJ5T 6E EGUIFP.:D l'IITH A Fl.Ll5H NAILB< ATTACHMS-n FOR 'NAILI~ OF FLYltXJD SlEAR f'W.15, FLOOR Sfo:ArnlMS A.NO ROOF !:HEATHJf!S. -I. AtL GON$1Rl>C,TION AAD i'IC'l<KMANSHIP SttAl.L Wl,rf.lRM TO iliE 200i C.Al.lfvl<NIA OOILDINS CODE (G6C). 2. n£SE NOTES 5fW.L BE usro 1N COIWl-tTION ~1rn i1-E PI..Al6 AND ~ DISG!'<S'AACIES SHAU. 6E BRro<;t-lr TO TH: ATTEllliON Of THE A'<CHl1ECT AW TI-IE S.SINl:ER 3, C,Ol,'lWl,(;TOR 1415T C,lf:CK DIMENSIO~, FRAMING COl<OITlON5, AND SITE CONDITIONS flEFORic STARTING ~.J( APC/i!TEGT.,',ND TH: ENSl!ffR 5HALL 6E !mli'IED IMI-WIATii Y OF ANY DtSCi<S'Alt:-IES OR P05516! " DS'IGIElll::IES. 4. cotlDITION5 ~T ~GIFICALLY DETAILED 5l!Al1 !lE COH5~THJ AS SF'E,:,IFIED IN TYPICAL DETAILS FOR THE RESF$TIVE MATERIALS. S. THi: DRAYi!N65·AAD Sf'EClflC,ATIOO REPRESENT THE FlNISHEl:J Stfii!i::.~-Ail 6AAGIN6, ID1PORAFiY ~; Sft)!<Ji6, ETC,. IS.THE SOU: RfSFONSIBILITY OF 11-E GONmACTOR. 'OE&RVATION w.,its,TO iliE J::l6 Slli: !lY Tl£ ARCHlj1'6T AND THE ENjslNEf3:< 00 N01"11,IC,lJJDi: l~TION OF CO~TRLl::,TlON ~-nf: cdm..AcTOR 15 SOL.a Y 1<5F'O/Eil6LE FOR ALJ. uil6TlilkTION ~-~ FOR 5Affi'T" WNDITIO/Ei AT TH: ~ITE. .THESE V151'r5 S!W.l ~ 6E GOIEiTRLED AS WNTlfU:US AW DETAILED 1i,m,:.noo. 6. DfSl6N, MATERIALS, EOOIPl-1ENT, AND i'RO[;\JC,T:, OTJ-5<. THAN TlfOSe DESCl<.IBED BELDl'I OR INOIGAW ON THE ~IH65 MAY,Bc CON5iDl3<HfF0R USE. PROVIDED PR!Ol< AF'PROVAl. lS:06rAiNED FROM ne,o~ /\'<GHITECT, THE E»slNl:ER, AND tHE Af'f'Lli::.Afll£ GO\/ERNIN6 cotlf ~TY. Fct!NDATIONS I. ~~~=~~DD:=~~~~,:.~ FIU.IN6,'BAGKl'ILI..IN6, Rl:GOMPl'£.TION, ETC.15 TO Sf'~ ONI. 'f UNDER THE ~SION OF A SOILS Sl&IIEER 2. AU. EX6AVAilotl5 Al<i TO 6E INSf'ECTEtl AND AFfROVB; ElY A SOILS OOIN!:Eft PRIOR TO 11-iE PLACEMENT Of AAY CO~RETE OR REINFOF?'-IN6 STEB.. 3. FOCl1N65 M<1:. TO 6E CARRIED A MINI~ OF r-e• INTO FIRM IR-VISllJRBED WITWAL SOIL OR A."A<O\IEO GOMPACTED FILL. 4. DESIGN EEARIN6 F'Rl3S!RE 151500 P5f ~rn A 5Sili INCREASE FOR 51:l~IC, OR Vl"lNO LOAVIN6. S. RaATIVELY tt?N-f.)(;'A.'151VE FILI. 5HO,U) Bf usa;, IN 6i'C,KFIU.IN6 BEHIND l'IAl.1.5. Ail HAJ.15 5HALL 6E ADEG!JATELY SH::ll<EO Ci.RING TH: BACKFILL c:fERATION. b. ~A~~~:;;r~Tl~~~ :mPAREDBY NMG GEOTE'CHNIC,Al. It.!:-., »o.-q~E, DATED·OEGEMS.ER 2<!, 200/,. :~~ ~~TI~E~~~i:=/~SE CON5IOOIDJ AS MINl!-P-15. •• 1. 11,c COMIRACTOR M.IST VERIPi':_lHAT lHE PLANS AAVE 6E:N 1<£VIS'u:D BY TH: 501L5 ENGi~ PRl~·TO START OF WNST!<LICTION. REINFC!<Cl!:16 Sra:i. ,, ' '" .,, . ._ L i<J:l~li'IG SlcEL SHAU:..C,Cff'_C®:-1 TO ASlM "615 OR.A100, GRADE 40 FOR SIZES #3 AAO lt4 Aib:~~-60 FOR SIZES 115 ANO LARGER 2. 1'6.DEP-r!IRE FA6Rl6 /lel<J:~-~'i,TO TIE LAICT f<£':II~ A$™.'Ale5. ~rn-1'!1~-SfW.L CQNF0RM TO AS™ #>2. YIEI.D'Sll<ENGTH 60'KSI. '\,; · .,.,· ·;,, 5, ~~~i~~~~~t:'.~~g~ 5fW.L Wo/.M -TO:MTM A1o6'i\ : •• :•. : ' , . .,,,, ·, · .. , ' ' 4. AU BARS IN' MASONRY SttAl.L EJE: l,',.<'l''ED -A-~INIM!M OF 40 BAR 01AJ,£JJ;RS /2'-0'.mln) AT Ail 51'Lras"·MS•lidrm OIK:!<Y!1Sf. ' .-. '"' ,, ' ,-,,.,.\ ' ·•. ,.i ... , , __ 5. AlJ. 6AAS'IN·~ ~6E'UJ"P.ED.·t,,,.Mllllt-lJM OF Sb BAR D1AI-EfE<5'(2'-0.''"1ill) AT'Ail Sfllf~:~'Ni::?'TED ~iSE: ,·.·cc, :· ,;::_1,,:-· b. SPL1GE5-0f HORIZONTAL·RffiA'<,. 1fl_•Ml5 AAO FOOTI~ SHAU. BE STA66EREO 4'-0" MINI~. .;<:-• 1. DOJ1EL5 FOR l'IAl.1.5 AND coUJMils:5HAl!. 6E THE SAME SIZE AND SPACI~ Ml nle f't.lWCOW'11-1 ~~ING lM.6$ ~ ~151:. ,_;-;,:, !I. AU. BOOING Of R.El~ING Sita 5HAl!. COfl'Of<M TO THE LATEST EDITION OF TI£ CAl.lf-ORf!IA ElJll:JilNG WDE. I. LNLES5 NOTID OTI-Ef<YllSE. Ail~ 5tlA1.L ATTAIN A MINl!-tn-1 COMPRESSIVE STl<EN6Tli Of ~-!;'::ii AT U, DA'f5 2. A66REGATE9 5HAl!. 6E WITI.RAJ. SAM) AAD ROq<;-CONFORMlr<S TO AS™ '''. ' r"•;'· ';'/.' 5. e,a,arr SHALL Bf FORTI.AND c.EMENT WNFORMING TO ASlM C.-1:0, T!1'E V. MAXlt-M-1 !'!AlER c.8'$)V,TIO SHAU. Bl: 0.50. " ,., ,,i'.'..',', ' 4. l'!,,!,TER SHAll 6E FOIJ\SLE, C~/,I_II) FR8: FROM l~lc:t/5 AmWT5 Of OIL, ACIDS, ALKA!:IS: 5;',LTS, OR6ANll:i MATfRIALS, Cl< oms,: :ieSTANC,ES THAT 141\Y 2(DaE1H<JC:VS'To ~RETE OR R£1N""r-ORaMENT. 5. ADMIXIL!<l:S TO 6E USED IN cd!GRE'TI: 5HALL 6E ':ti6..ET TO PRIOR Af'f'f</JI/AL ElY THE El'tSlkl3:R 6. rolC&7E 5HALl. Bf ru.ED·!il1LE f1;· MOIST CONV1noN FOR AT LEAST Tl!: FIRST 1 DA'fS h-'"TER FLAG!::elENT. ME0005 FOR ACCi'ifRAW O.RIN6 5HAl!. KAVE PRIOR Afff/iMAL OF THE ~I~ 1. 00: FOU.Oi'llN6 Mllllt-l!M CLEAf{ ri1srANCES BET\'.ffN l<il~ING 5Tm AND fAC,E OF CONCi<fiE 5HAl!. BE MAINTAINED IM.ESS 1'1:'.JrED 0Tlfflll5fc 5LA65 ON GRADE --" GENTER Of SI.AB CQNC.l<ETf i:J'..LOl'l 6AADE'. F~·c. ~-~-,, CONCRm: 6ELOli 6AADE. !.!v'O!i'.Ma, (pocl"cd Cl9Qlr,;t sartn) --·-------S' CQNC..RfTE EXl"05fP rd YiEAn£R· --1-112" !I. PIFB MAY PASS TtfRC%H STI<il::;'TWAL. i:'.ONU<ETE IN 51.EE!/Ei, 00T SHALi.1'1?T. BE E~ T1€REIN. PIPES OR Cl.l;;TS E:1(C,EEql~ ONE-TlfiRD lHE SLAB OR )'W.l. Tl,IC,KNF$ 51-W.L IIOT. fil'.'PO.tED IN Tr£.5Tf<lt.TU<AL i::.o!am ~ sm:.IFl6;1LL Y DETAllf.C::i:- ~-,f'l<OVIDE 5/4' GHAMffiG AT ALL B@OSED CORtcRS. ' 10. REFER TO ARCHITECT\IR/ll. ~IHGS FOR PZvEALS, Ai<1:)6 Cf 1EXT\J!<cP GO~ OR :ffCIAL rm1~. ITEM5 /1.fOOll<ED i o BE C,AST INTO THi: CO~, al<e5 ANO 5lAE! Di:P!sESSiofe:': ~- 2i\!6RtA.~ SliA!.L 8t TYPE ·s· Ml)(!:[) IN THE FROPORTION Of rPAkr ' poitrt:AND ·GEMENT TO 1/2 TO 1/4 PARTS LIME F\/lTY T0 '2-l/4 rds 'rll-ES lHE el>! OF THE GEMENT Pl.LIS Ut-!E R.ITIY PAr<"'TS Of sAND. < ' • ' • 3. ~5H~~A~~l~~0:~1'i5=~b 'GEMINf TO"l/10 PAAT LIME F\/lTY TO 2 TO 3 PARTS SAtiiiTdA "·MAJ(114'M Of 2 PAATS 6AAVEI.. 4, AOORE6AT5FORMORTAAAND6i<0,1TSttALL BE AA•'.SAADAND RO(;.K WNf®-!IN& TO AS™ C.-144 /1-tiRTAA) AND C--404 (~}. s::~W:S 5HALl. BE FIL.LfD.l'IITH <,Ra/TIN LIFTS IIOT TO E.\<'tiij.~ ;!;!E_l~'.OF 5':<1,\li1Tl9Ji C,LfANClJf fJOLES. IF OYl:'R 5'~•-~IDE -~ ft:tf5 /M,,l,.,X. 32' o,,} AT OOTTOM OF EAGH 6Bl.'l'ffnt ,. :@1~1~:·ANO_ AT E,0;:,11 ~ LIFT. rnE KAX11"M.6f:_OJT llf.T SAA!.L, lt)f. EX66:P. b'.:0'. rill. MORTAR DROPPIN&.> AND:DEi3RIS' 5H/IJ_L !ii:~.~ caLs ANii l~lED BY THE c1Ti',W1Ll71115 '.l~T~-~.HOiEs-SH.'U THEN BE 5E.'UV,~'6ROJT. IS.~E?- t , •,ALJ,'COtti<..9r,fJLOC,K 5Hi-J..L CONfORM TO ASlM ca.o;GAADE N-1, Ll6!f.h'l:161ff·OFB4 El-!00? UNITS, 1:.-,;/.;i' , :l·,_,'·:1 • , -6. AU. REINFQ!;:CErfilT, OOLT5, ETC. 5HALL KA.Ve A MINIMJM '~ . , .. ,. ·-. . . . ''• . ~E.Of-3/:4'. q, 5!:E,r..e: M<.CHliitTIR<Al: -~1m,s FOR T!1'E OF lAf!TS, Lf,.'fl~ • • ,PAfTEl'(I( ANO: '..IOINT-DETAIL5. IMlE55 5F'ECIFICAil Y ~ffi ' ·' ~15!', All ~k.:"TE 61.0C,K SHALL .i5E " • & ill & & & & ill & & & Lili ,{,,, i ::E 8 ~ w i ' ; ;. i z ::, ::!E' ::E El w z ~ - [W.f~-'' mlJCJUR,',I. ENGINEE!t INC COl'&A.TING & O[SjGN ~-~~~ ~ll45 ,71f'1973857FM tw.E A. CHf!ISIWf SE 2705 ~ : • V .. .... . ;; L ' ' ' . ., ... • • . . ' • REVISION "" SHEET NAME GENERAL NOTES & STF{WCTURAL DETAILS PROJECT NUMBER 0100"! ISSUE DATI: JULY 25, 200--r PURPOSE FOR ISSUE BID SET SHEET ·NUMBER . . ~----'--------~::._----,----------'------------------------------~--------------------------;---------'----------:-------------------------;--------------------~0 ,----------'"-'....,_,--'."'~.""--'-'---''-'"'---,ec~o:r,to~Aiirr~. ;-, 1;11~2,41~0~,~ ., .. • ,---------------------------------------------------~---------------------------------------------------------------------------------------------------------------------------,-------------~'\ , \' I SIHPSON 'C.516'@ EA Dli<.:'CTION\ OVER HIP EM's wJ (11) 16d to SHTG/1x HG/RAFTER 4x ftlP BEAM par Pl.AN5 '11/ --J PLAN ELEVATION 0 w •-• m ,. ,, ~ " • 0 "' ~ g ,---E.N ROOf 5tm:, to Ti6 OVER HIP BEAMS ;; l~TN..l. STRUCT 5HT'6 OVER2xTIG 2x HG f""C A'<GH'L 'Ill (2) lbd per 60/IRD to EA HIP ElEAM '---SIMPSON 'li.35' AN6I..E /4) TOTAL w/ (2) ~•, ME's ™RU HIP BEAMS SIHPSON 'G516' It EA RIIFIER\ OYcR RID&E w/ (II) 16d to SlfG/2x TIGIRAFTE<. 4, AAAER p<c PLAN$,,;~ (6) lbd TOi:AAIL.5 EA Rl\flER l:o RIDGE BOARD 2x HG par A~t--, w/ (2) 16d per OOARD to !'AAAAER 2x RAFTERS par PLANS 61"...ARING on SllJO ML 2x SLKG 1'1/ SIMP'::ON A;l;'i's@ 4e>" or., DSL TCf' PLATE 2x 5T1Jli5 It 16' or., 4x P.T. NAILER----- wJ '¾ •~ X 12' PS's II 42>"oc (2) 114 IN OOND BEAM --' B" C,MJ; SEE FDN.--------- DETAILS l'IOOD DROP BEAM·'II/ BEAM SEAT OCfOND, lYP EA DIRECTION -MITRE <00"'"5 KOOD DROP BEAM;--r--' 5ff PLAN$ FA6RIC-ATEP STffi. BEAM $1, T 1~((:;):;it.'4'. M.fl.'5 nFJ.I ):WO·BEAM-SET INTO GRO.ITED l'iAL.I.. Ull.JN131SINK ,---E.N. ROOF 5HT'G lo HG; 16d It b' oc from HG ta BLKG ~ lflSTAl.l. STRUCT 5HT'G OVER 2x HG 2x Ti 5 per A'<GHL wJ (2) 16d per EOAAD to !'A AAFll'R '-----4x RID6c' BOARD ltlST;IJ..L STRLICT 5HT'G ~65~~~-<;'~~E C.ONNECTORS EA BRAGE to NAILER Pl.ATE i (5) 16d fJ TOP ta RAFTER. IJ,l!;TAJ..L 6AAGE5 ON OPPOSITE SIDf of ML FMM RESTROOMS Slt-fi?. HGAIO' f'RAMING.AllSL.f EA .SIDE df HIP 'Iii /4)'5W'-1Xl!:i" SGREl'6 le> HIP BEAM ~ /4/ SPSi4,:3' 5CIW'IS W EA· SIDE Qr DROP SEAMS ,,;-SIMF'::ON '1212L' STRAP ,if /1) 16d NAILS TO EA BM ,,--P!WYIDE SLIT AL.Of4S BEAM c.ENTi:RLI~ TO ACCEFT KNIFE..f'LATE lliS RWM' BEAM' 5".AT I' DRYPACK ~~.;:~-PILASTER ~r • PIXKET FOR DROP 8fAM S£E . •12 ELEVATION l ml.ES 'Iii MATCHING GRAIN V100D DROP BEAM SUPPORT fa\ ;;;_:,a,T.aP.aOaaGeaKEa,T.a1Na.GaaM~U.aPaelL""A""S TE=R---~~. PLAN VIEV1 I<---IWOf RAFTER, TYP. / Sl.OPED ! ~ SIMPSON 'HJ:'.,;' or ~' HANSER 'N AGI/TE ANGL.f C.OIIC.EALEP, EA RAr7a le> HIP ElM l SIMF'50N 'GSlb' ,if (16) ~EA.END at PLATE SPLICE /HAT SE ON TOP or SIDE! DR BM; 5a: PLAN5 ~---SIMFSON 'fit4b' flAN6ER ~/ (12) l4 x 2¾ TITJ:N S(;RE)'6 to ~~ ~~ IOd AAll5 BN, W!lIDAR'f----------- lWLIN6 RAFIB<>oc ...l:?15T5, TYP 2'-0' MIN. !'IJDTI-! ftlrE$._ V5E 3x4 FLAT ,:,r 2x4 VERT a.K6 w/ E.N. at EDGE .k:JIITTS l'f-lERE ELK'D. DIAA-i¼GM CA!.l.ED OUT. SEE' WAIL 'A'. I. i<lJN LONG DIMENSION OF PL Tl1?0P ACROSS /PERF'ENDIGIA.AA to) ..1':llSTS AND RAmRS. 2. 5TAG6E'FU.'ND 'JOINTS 2'-0' MINIMUM. 3. actiNDAAT .NAILING APPi.iS TO PERIMETER PLATE Lite; d!O!<v.i, TIES, AND Af, VALi.ED FOR ON ~INGS 4. 513:"PLJiNS FOR NAILlflG. 5. NAll.5 s-w.l. HAVE MIN.¾' EDGE DISTANC,E. 6. All'JOl5i'S AND RAFTE!<S SHALL 8f LAID ctlT INA 4'-0:-MOCU.E TO COlNCIDf l'IITH PLTl1JOD. 1. ~~~~-PLTi'<DOOATFLOOl<S ~-e6:: DETAIL '6' FOR FlW-IING l'IHERf Pll"Y()OD JOINTS ARE Off5ET DUE TO RAFTER OR JOIST LAP SFI..IC-5. q_ l<ECOMMEND 1/e' GM' 6ETYffN ALL PANEL rnJ-5 AND ED'5. .,,,-EN. TYP. I m I 2x4al..KW~ lbd@ 12',x; TO J:JIST ~DE~T~Al~L--~®- s,=',;'pLs,,Ye,f'10e,;0.;;D .. De,.;IA,.P..,He,;RAe,;G,eM~D;;eE,eTe,Ala;,L ____ @ ' SHEAR WALL SCHEDULE- Sn<. MATERIAL 1 ¾," f'l!..P. /RATID 51-iTISJ SPNI RTN'6::Mlo SIMP. 'H5AIO ' FlW-IING--, ANGL.f W /4) SDS¼xl!:i" S(;REY,5 to RAFia< I /4) 5~3• SGREl'IS i:o 4x NAILER ~TE, 2x ·BLOGKlfl6 5HALI. ~'r'~ ali ,l,j_L. BATS ''"-"' 2x l.E!J5t;"'R 4x_i:'.T .. NAILER--~- ,ij·~!ihc 12', AB's t lb'c,, (2)"¼ 1N 00NCJ SEAM O' C-MU, m FON. D~AIL5 "' . ,_, ._,._,, PANEL NAlLIN6: ... b'Cl,'E.N . 8d:ti 12~.'di'f}I, " S.P.N. (I) CAPACITY '"' . """' b." ,x, E.N. ROOF 5HT'G to HG, lbd ' b' (>C from TIG to 6LK& 8Lf'i INSTALL STRIJC,T SI-IT'G OVER2xTIG !ii•48" or;, U.N.O. on PLAN5 2x" TIG per ARCHl ,if. (2) lbd per SOARD to !'A AAmR 4x 9!APED RAFTER pet PL"5 TYPIC.AL RAFTER PERPENDICULAR TO 0 ,se!"'X"'TE,sR,.IOaaR.aGa.M,.U .,rlA..,,L,.L~--~--~V'" f.N. ROOF 5!-IT'G to TIG;-~ lbd 't b" e>c ir<llTI HG to Bl.KG 6~ ' I LINE c,1 a-lJ ___,,..,...-";11· _:c_j<;;:"_l NAJ.l. ilETOND ,..!.. DROP 2fAM per PLANS' INSTALL STRUC-T SHT'G OVER 2x H& Rti OEPW 2x TIG per ARCJ!L ,if (2) lbd pet SOARD to EA AAF1ER RAFTER per PLANS '---2x 8LKG W _. A35's , 4e•,a.: ·u.r1.o.' '"PLAN$ TYPICAL RAFTER PERPENDICULAR TO ~ _ ="'D"'RO,ePeeP~E,.Ds,eeBE.,AecMe,~--~-~--~~ INSTALI. 5TJil!C,T 5HT7'o OVE<2xTIG ''· ' DOLE~ S'IJ,lJCTlRAL~ INC CONslJLTING .& ~ ,, .. _,,_"""""' """'"'· er..-,g,,_ UI. '/21Jl,1 714097 1145 714091'38571'.-\I: 0,1,1..E A. C!fR!STlAN st 2705 -' 1'~ / c, !So. 270!; "71:- ill REVISION SHEET NAME STRUCTURAL DETAILS nJ SIW'::CIN $!5V.,:"4½" VttlD r---==~==~-~7 5G!<fl'I piir, nG:OOAAD PROJECT NUMBER to NAILER Pl:ATE 0100'1 '--(2)ll4 IN BOND 8fAM TYPICAL RAFTER PARALLEL TO EXTERIOR oMi:I RAKE V1ALL ISSUE DATE JULY 25, 2001 PURPOSE FOR ISSUE B ID SET SHEET NUMBER FLOT DATE, 1/24/01 1 rT IS THE INTENTION .Q~ /HESE PLANS AND SPEOFICA TIONS TO COVER ALL THINGS REQUAED·TO MI\KE A COMPLETE AND OPEM11VE SYSTEMS. rr IS THE CClN.1:RAC'EoR'S RESPONSIBILITY TO AJRNJSH ALL LABOR.. EQUIPMENTS, PE~S; LICENSES; SERVICES, ETC-REQUIRED TO ~~i~il~l~E5:~~El{1i~S: OR THE SPEClflCA170NS. ' 2. BEFORE SUBMITTING A BID, THE CONTRACTORSHALL VERIFY THE EXACT LOCA170NS, ELEVATIONS, AND-CHAflACTER\STCS OF ALL UTILmES,ANO PIPING ANb:JlHAl:L IMMEDIATELY N017FY THEO~_EBfBIJLOER OR:¢,,~'DISQREPANCIES. THE,OOST OF Am UNSEEN EXPL.ORATlON S~ BE INCLUDED IN THE BID. 4. IF THERE ARE DISCREF!ANCIES BETWEEN NOTES; 'sPEaFICATIONS, ANO/OA~ORAWlNGS. CONTRACTOR SKA.LL NOTIFY ENGINEER/ARCHITECT BEFORE'COMMENQNG AN'i; WORK. - 5-ALL:woRK SHALL CONFORM TO APPL.K:ABLE CODES, IN CASE OF ~~~~ ~o5~~R(~•~£~~-~~g~~~~~6'."E MORE CO~ci:bR SHALL INQtJflE'iMn-i ENGINEER/ARCHITECT PRIOR TO SUBMITTING A BID. ' ~~Ji~~JrJl~i~Nl?i~::: STRUCTUf1/IL AND ARCHITECTURAi. REQUIREMENTS AND TO AVOID OBSTRUCTIONS. CHANGES .TO ACCOMMODATE INSTALl.A1lON OF THIS WORK WITH OTHER WORK,•IN ORbER TO MEET ARCHITECTURAL OR STRLJCTURA[ CONOITlONS; SHALL BE MADE \'ATHOLfT ADO/TIONAL COST TO 'OWNER 7, ANY AND ALL REQUEST FOR Cf-W.IGE(S), SUBSTTTUTION(S) OR ALTERATIO~Sl OF ANY KIND TO THE EQUIPMENT, COMPONENT, SPECIFICATION, AND oE¼i'lnoN FROM THE GENERAL CONCEPT OF DESIGN REFLECTED ON 17:{ESE DRAWINGS, SHALL BE "½DE IN WRmNG, ANY \i818Al.-APPROVAL 01;1 AGREEMENT EITHER DIRECTI.Y OR INDIRECTI.'(IMPUEO SHAU NOT BE TAKEN AS AN OFFICIAL RESPONSE FROM THE· ENGINEER. a c:Q.NSTRLCTION, SHf'J..L BE BASED ON APPROVED, PLANS BY ST ATE. CQtlt,/T'Y ANO CITY OFFJCIALS HA\IING .JJRISOC11(JN, ANO APPROVAL OF DE~~ TED INSPEQ_1:Qfl BEFORE. CO_MMENci.°r-:18·; ~N"(WORK g~~A~~tcf~~~~-FRESPQ~tE FOR Am ~ .. ·~ . -.,.. -. ' . . " ' . 9, 'J"BESE DF!A11VINGS'~E GENERAJ. GUIDEQNE,'f.dR SCOPE OF WORK. TAD:ENGINEERING, BY{P,U MEANS. SHAL.L-NOFBf:: RESPONSIBLE FOH AN'(,:0:ECISIONS, PEflf",Qf;l.MANCE Wpfit<; MI.Sbo~bl.CT, CdDE \'10lA TioN CAUSED BY OWNER,i'ARCHITECT, CONTAACTORS,-\'SUBCONTRACTORS., E~ENT su~E'.QUPMENT MANUFAC'nJ~ ANO THBR _'· SUCCESSORS ,. AN0:-A$00NEES, AND. THEIR.'RESeECll\.iE 0FFICERS,, MEMB,ERS; D~ECToRS:.,TFIUSTEES, EMPLbYEES;·'oFl'AGENTS FROM.·AND AGAINST ANY AND ·Al:L,CLl>JMS, DAMAGES, UAEin.itES, LOSSES, costs: ANb' EXPENSES. ·-,' ,-;,: .; ---. ~, • :,\~) • ·::·:i· _ -/,r;;tt: ,. 1J. LJ f-lESE DRAWING,$;:~ PREPf.RED BASEp)gt,:,§COPE. Of;' WORK. LEVEl(:OF, OUA!JTY'FOl;lfAl:L EQUPMENT'AND'-IAA'.rERIAL PR()VIDErf BY TliE_,,'&@ER THE:_~ S!-!ALL OBT/I-J/'l·A~1:fJ\i~t?f)Tl(I.TE .. '.,:·~ :,,, WAf;l8ANTY/GUAAANrEE,'.'ANO. DESIRE LFE: EXPECTATION FROM• R1SIHER F'RgERERRED MAN\:1/:,~c.Tl.JRER" ANO INSTAliERS.';.:QONTRACTofi•:SHAft NO))E\:'p HE_ E;NGi~El:~f(l;'gR ANi OEFlCIENQ'/',l~P,At-:i¢y;,6JtlE. <·:" l~E§iBEFOl;E ~\JBl\-1[81.NG A•BI_D AND flE~f Of:hlt.l;"QFIM,ATIQt,J •. ~~~~J;~1~~EJO~~~jj~;-~-~~ .. HA8'BEEN INSPECTED •BY-AOn-ioRiTIEs AND: BElNG'i.bco.JAEo.-· ·,.-; ."1" . ._·'':its. . , ,·:{:i\;f:). \~_,, •... ·r., 11 ,~.CON1BACTQ_R\~tW.LSl/BMrrsHOI:' D~-~r:,i~: f'_(?RiAPPRO~f,1-PRIOR• TO COMMENGING ANY WORK. •. • .:,c,\\•,._..,,, •. ..-., .. _,,-.. ·.\·.o • .-,. ')\$°' ' .•!~\\'<;' . '' '"•:\,i'.}· -',."::· ::-•·' •• 12 .. JHE.CONTRACTOR,\Sf;!N,.l_PREP.ARE AND i'BOVlDE 0WNER.WfrH A' coMPLETE SET OF fiS'BULT DRAWINGS WITHiN;~:fioAYSCAffiei.•wciBK • HAS\8EEN·COMPLETE0.t":.!iNY"CfiANGES . io· THE",'Af'PRoYECf PiJ.JMBING PL'.lt-!f/,\?HALL BE RE~K-lfTTEO-Fb R APPROYAL "prl'()R, 10:if•i~PECTION: .. 1., .~,. . ~ ,'\.· ' ~~b~~~ ~~~~STEO AND TROUBLE•i=REE BEFORE .c .''I• , , ' ,.-.,<i,, .... 1,-,, ... ··' ~() ~ ~~~l~~:1·~"g~ci-S~~~~~~~ :~~~~~ALLEO CODE .·(CPC 1J1.3). GENERAL NOTES SYMBQ ABB, DESCRIPTION ' SOfl'W SOIL, WASTE,,OR SEWER --cw --c»N COMBINAllON'WASTE & VENT '" '" INDIRECT WASrE. ------V '°'NT ---v---V VENT BELOW SLAB ' cw ' COliJ"WATER ------HW HOT:WATEFi' -----HWR HOT WATER RETI.JfiN FCO FLOOR CLEANOUT :<I! COTG CLEANGUT TO GRADE " I woo WALL CLEANOUT sov SHUT-OFF VALVE CV CHECK VAf..VE c)+ HS HOSE BIBB ' RHB 'RECESSED HOSE BIBB ' ' ~ UP RISER • UP cl ON DROP -DOWN _) ' T1"RV TEMP: & PRES& RB.JEE VALVE ABS , ·ACRYl.ONITRILE•BlJfAOIENE-slYRENE ,; ABV , : ,·A&lVE . "', . Af' Ai'-::ESS PANEL BEH BEHIND BEL 'BELOW a CAST IRON CLG '.(;EJUNG 8<P EXPOSED FF FINISt:iED FLOOR GD GAA!:iE IE INVERT ELEVAIDN ., ... MN "'~ NK) NOT IN CONTRACT POC POINT 6F CONNECTION eve POL YVlNYL CHLORIDE . UP"THRU ROOF um vm VENT THRlSROOF ' SYMBOLS & ABBREVIATIONS ·-;· . F = """ -----""" A BEFORE THE BUILDING MAY BE OCCUPIED, INSTALLATION CERTIFICATES FOR MANUFACTURER bEVICES REGULATED BY THE APPLIANCE STANDARDS OR CCR TTTI..E 24, PART 6, SHALL BE POSTED ADJACENT TO THE BUILDING PERMIT(S). CERTIFICATES SHALL 'I) IDENTIFY FEA TU1ES REQUIRED TO VER!FY COMPL.J.11-NCE W1TH THE APPLIANCE STANDARDS AND C.CR (Co-J.JFORNIA CODE OF REGULATIONS). IDLE 24, PART 6. ~ INCWDE A STATEMENT INOICA1lNG THAT THE INSTALLED DEVICES CONfORM TO THE APPLIANCE STANCiAflDS ANO C.CR TITLE 24, PART 6 AND TI--iE REQUIREMENTS FOR'SUCH DEVICES-GIVEN IN THE PLANS ANO SPECIFCATONS APPROVED THE BY LOCAL ENFORCEMENT AGENCY. 3) STATE THE NUMBER OF THE BULDING PERMITS UNDER WI-HCH THE CONSIBUCTION OR INSTAUATK)N W/.S PERFORMED. 8. AFrER INSTALLING WALL, CaJNG, OR FLOOR INSU.ATION, THE INSTAU.ER SHAIJ_ POST IN A CONSPICUOUS LOCATION IN THE BUILD!NG #1 CERTIFICATE.SIGNED BY THE INSTALLER STATING THAT THE INSTAUATlON CONFORMS W1TH THE PLANS.-ANO REQUIREMENTS OF SECTION 10-103(a.)2A OF THE ENERGY -EFFICIENCY STANbAROS. THE CERTIFICATES SHAU.. ALSO STATE; THE MANUFACTURERS NAME AND MATERIAL IDENTIFICATION AND THE INSTAUED R-VAI..UE. C. THE BUILDER SHALL PRO'v1DE THE BULDING OWNER, MANAGER, OR ORIGIN,1,1.. OCCUPANTS THE FOLLOWING: 1) A UST OF THE HEA1lNG, COOUNG,.WATER HEATING, AND UGHnNG SYSTEMS & FEATIJRES, MATERIALS, COMPONENTS, ANDMECHANK)AL DEVK)ES, CONSERVATION OR SOLAR DEVICES INSTALLED IN THE BUILDlt,I;,, AND INSTRUCTlONS ON HOW TO USE TI-1EM EFFICIENTI... Y. D. DOMESTIC WATER HEATERS SHALL BE CERTIFIED At;O USTEO BY THE CAUFORNLA-ENERGY COMMISSION, ANQ SHALL BE ·cERTlFIEO BY THE MANUFACTIJREf1 TO COMPLY TO ALL REOOREMENTS OF THE SECTION 113 OF THE ENERGY EFFICIENCY STANDARDS. E. UNFIRED HOT WATER STORAGE TANKS SHALL BE INSUATEO win, A MINIMUM R·'IS INSULATION JACKET. F. ALL NATIJRAL GAS•FIREO EQUIPMENTS OR SYSTEMS SKA.LL NOT Hal.VE CONTlf\l.lOUSL Y BURNING PILOT LIGHT. G. ALl. HOT WATER APING SHALL BE INSTALLED AND INSULATED IN ACCORDANCE WITH THE C£C. REQIJREMENT, H. \F: A ~due.ATif':IG. HOT WATER SYSTEM IS 11,lSTALl.ED, IT ·sHAU HAVE A C0~l: CAf'ABLE''OF AUTOMATICAl.l.Y iURNING OFF THE CIRCULATING PLIMP(S}'WHEN H0T,WATER IS NOT BBNG USED. ' . L Tf-lE Pf:l'NG F.OFI All SPkE CONOrTIONING AND. SERV!GE WATER HEATING SYSTEM$ SHALL BE INSULATED IN ACCORDANCE win, THE PIPE INSULATION TABLE 1°T;SE0T10N ·mJJ2 . J. WATER HEATING ·SYSTEMS SHAU..8E EOUPPEO \11/TTH AlJrOW.TIC TEMPERA TIJRE GONTR_OLS ~AE!l:E qi= ADJJSTMENTS FROM THE LO'M::ST TO THE HIGHEST AGCEPTABLE'TEMPERATURE SETTINGS FOR THE INTENDED USE ·As'.USTED; I~ tABLE '3, cHAPTffi· 48 OF THE' 1999 Af?'JRAE. HANDBOOK, HVAC APPLICATION VOLl.ME • " K,,:J.L_ PLllMsiNG FIX11.JRES·9•i~J . .ti EIE:t:ERTIRED BY THE CALJFORNl"- ENERGY ~dMMl&SON: .': : .. ,. .. ·., ,,;, . : ". ' ' WATER cLOOrr: \i/~ u~NAl:'-· • , .. 10:Gf'F·. LA'iAi"ORY '&-SINK: 22:<?PM, SHOWER HEAD: 2.5 GF'M PLUMB ING TITLE-24 NOTES PFE )k\~ 1//,L(/;0 i~~$)~ • . dos, :.','; ;I; . -~ .'1""@ •• l#b#'/d"/£'1$:§i -,ro,srov; X BELOW.::l.AB X "'°"'""' X BEl'Oi'i' X X USE ABS PPE F SOL IS CQRRO$iVE """'""" X """"' X INDFiECT" """ X SCI--EWl PVC NOT APPROVED IN RIA R£M.M WMITE = "" ,roe X = UND~.'Otsl.Y PIPE MATERIAL SCHEDUL E TABLE 6•5 UNIFORM PLUMBING CODE FDCh.le Un Table far Detarrii"g Water Ppe ard Meta-Stz9s """ .... "" --''" MIDmm AJ~ Lergth n Feet (,ret~ 6eNioe, Brancres, Omhes) (rores) 40 00 BO 100 '" 200 '"' ,co 400 500 600 700 800 900 1000 ~ S¼ ' 1 1 ,1, ., 20 20 20 6 5 31< 1 3', ., ., 0 1 1 .39 •. 39 ., ' 0 ., 1·V4 39 39 ., ·25, " 22 1 1·V4 78 78, 78 ,25 " 22 . 1-V2 1·V4 78 ,78 78 " " 22 1 1· 85 85 85 "' "' " 1-V2 1· 112 ,1 ,1 ,1 tl() ,., 5t " " 2 1·112 151" ·151 ~1 "' -122 • ·82 <' 64 57 " " 1 85 " 85 85 85 85 85 85 85 1·V SC 282 ., ¼1 2 2 '" "" 288 2'5 204 "' 153 ¼1 2 2·.V2 ,es-, '"' 57C ,. '60 ..,, '°' "" 356 tt AVBEble stirli'.: p-essLse after hBad loss. -B...:rg ~. ttTee-q.arta: (3/4) h:h (20 rrrnl r,:,n-;-a1 oo:e rrrmrn DOMESTIC WATER PIPE SiZiNG TABLE PIPE SIZE SCHEDULE. DERIVED FROM.UPC TABLE 6-5 BASED ON 250 FT'T0TAI... DEVELOPED LENGTH USING PRESSURE !;!ANGE OVER 60 .. PSt see SIZE FIX1URE UNIT Pl;\N w.s.F.u. GPM METER SIZE LA TERAI.. SIZE . ,o• ve 3 F.U. SARK 1685 83 ' 1·1i2" e 31S' 11 FJJ. ' 29 F.U 1-V4' 65 F.U 1· V2" 130 FJJ. ' 305 F.U. PRO\IIDE W/2" PRESSURE 8EGULAT6R WILKINS MODa 500YSBR OR EOUAL WATER TAB LE 6-5 D 1. THE Lo'CAmN OF EXISTING. UNDERGROUND. t.inunl:S "ARE SHOWN IN APPROXIMATE ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTIUTlES BEFORE COMMENCING WORK, ANO SHALL BE RJLLY RESPONSlBLE FOR ANY •AND ALL DAMAGES DUE TO THE FAILURE TO LOCATE EXACT LOCATION OF UNDERGROUND UTIUTlES. 2. E)(,I_CT LOCATION AND MOUNTlNG HEJGkTS OF PLUMBING RXTURES SHALL BE DETERMINED AND COORDINATED v-.m, ARCHITECTURAL DRAWINGS. CONTRACTOR TO COORDINATE 'N1TH OWNER/ARCHITECTS PRIOR TO COMMENCING ANY WORK 3. COOROINA TE VE/'.'fTS THAU ROOF \11/TTH MECHANICAL CONTMCTOR SUCH THAT THE VENTS SKA.LL BE AT LEAST TEN FEET FROM. OR AT LEAST THR.EE FEET ABOVE ANY FRESH ftJR INT AKES. VENTS SHALL BE PAINTED TO MATCH ROOF COLOR. 4. ALL COPPER PIPING SHALL USE LEAD FREE SOLDER AND NON-CORROSIVE: FLUX 5 All. STORM, SBVER, AND WASTE PIPING SHALL HAVE A MINIMUM V4" SLOPE PER FOOT. 6. CONTRACTOR TO VERIFY EXACT LOCATION AND DEPTH OF MUNICIPAL SEWER ANO WATER LJNES AT POINT OF CONNECTION PRIOR TO COMMENCING OF WORK 7. ALL PLUMBING FIXTURES ANO EQUIPMENT SHALL HAVE ISOLATING VALVES ON WATER SUPPLY LJNES. a ALL Cl.EANOVTS SHALL BE INST Al.LED PER C,t,.J.JFORNL>\ UNIFORM PLUMBING CODE 9. VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX INCHES IN HEIGHT ABOVE THE FLOOD LEVEL RIM OF THE FIXTURE IT SERVES BEFORE BEING CONNECTED TO ANY OTHER VENT. 10, NO GAS APING SHALL BE INSTALLED IN OR ON THE GROUND UNDER ANY BUILDING OR STRI.KJTURE AND ALL EXPOSED GAS PIPING SHALL BE KEPT AT LEAST S(l( INCHES ABOVE GRADE 11 ALL WORKS SHALL COMPLY WITH CALIFORNIA PLUMBING CODE 200t CONTRACTOR NOTES , .................. -.. . ! ......... -. . . .. . . .. . .... .. ... .... .. . I c .. __ _ ' I ' M/\!NTENENCE ' ... .J ,-........................................... . l I I ..• _ " 2" PRV W/SOV, L "'-oN RISE 2" WATER ·SERVICE 170,5 WBF.U, 83 GP,M, SEE CIVIL PLANS FOR POC, TO WATER POOL FOCTIJSE WC <AV UR °' "' PLUMBING FIXTURE SCHEDULE SYMBO NO, MAAK TYPE ffi LAVATORY WALL MOUNT ® WATER·CLOSEf.AOA (Pubic Facities) (~R) URINAL (F\l)t; Faoities) ® DRINKING FOUNTAIN ~ FLOOR DRAIN (Pl.t:ii:::: Facifoos) (F~) FLOOR DRAIN TP lFW' PR~ER 1 HB HOSE BIB 1 HB HOSE BIB 2 WATER SERVICE WATER SUPPLY AXTIJRE UNITS PER STUB W.8.FJJ. TOTAL ' -' .,125 ' 1 4 ' . S5 2 as 1 1 ZS,1 ' " W.8.Fll TOTALS~ "'5-CW "'<W ' BING F MAMJFACnJRER AND MODEL PIANG CONNECTIONS TO FIXTURE Stel t:e. certified try CEC cw HW WASTE VENT DURAWAAE MODEL 1953 V? 112" ,, ? SEE SPEC ON PR·2 DURAWARE MODEL 2100 • ~ ? SEE-SPEC ON PR·2 - OORAWARE MODa m ' , ? SEE SPEC ON PR-2 . - HAWS MODEL 111f9.1 VZ' , , SEE SPEC ON PR·2 - JAY R. SMITH MODEL 33JO V>' -? ? JAY R. $MITT, MOOR 2tl5 11? -, ? SIOUX CHIEF 695·Y52 v, --- JR SMITT, 5509QT 31< --- AcbRN 8121 31< --- FIXTURE SCHEDU LES r .. . -. . .. .. . . .. . ·-· ... LL ; . -.. -.... ·-----.. -=, I /; 1rr,,-~" fulA1NTENENCE • L -··· ·······-· j !I ii !i rij 'TO REMOTE DJ'. SEE Cfv1L PLAN FOR GONTlNUA TION fLH ' . ,. ........................... _.,.,.-............... -....... . I ·n CITY OF i<E#fom oEA::11 SUILOINGDCPAfif~iNT A'"ROV>l. oc 1a:s, ,;uj!,; OQC,; rmr. CO•$llTUl~ ""'""' \111 IMP.ieU AUTHORllATIOll "iQ cor:,:rn~cr .r:v ~LOLViSG '" YIGl ,no·, OF v, !/ICOrrs~mn i,11" l•E o•m~,IS"tES. Pl MIS.Atl~ POl<CJ!$ Of l Hf CH , o, O.WPO;>J !i>Ol 1 !i$ SPP;lOl'/.l Dm.$ UOI GU,Sf-C,TCC 'HhT ,.. 'Ill:. ~-•,.1ns. l'l COMPUAS<,;EWl]H CllY. auit.r;G.a.'l(l ,u .. iroo "1 •• . •. ,1::lPl».,c,~~ THECilYOFN:~POR1eEAQ~R!":[;E$0P<rn1G.r, JOi; Rr m,,m,rn REViSEIH1' 9Ull01tf~ STRIJ ('Ill' OR ;r_.,R0'1 r.'.rll •Ul-1,~ SI ii . s; PU,:; MFORO, OOSJ•G. ORAFl<l! oa,srm,;rnJ•. " """' .,,,,o COW'(' WIT"'"' (lj;ilm,.,,C<s, ,,.,,.s1.1m PCfl'"es o, HIE mr os aEW?lli<l ~"'"" PERl.lllTEE'SACXNOWLEooli~~Sl'• --~-=~---·; • jSjG!hl<rR,) i '\"f'!i1 'af tl;lf BUILDING 0RAIN PARK DRAINAGE FlXT1JRE UNITS ' L __ SXME >'<RITTUB D.Fll '°'" WC € ' <AV ' 1 LS ' 2 OF 2 C, FLOOR DRAIN 5 2 ' DFll TOTALS= ! REMARKS SUPPLY W/SLOAN OPllMA NO, ETF-66 SENSOR ACTTVATED FAUCET 'MTH 4" DECK PLATE AND TRANSFORMER SllPPL Y'W/SL6AN OPllMA ROYAL NO, 152-1.5:ES·S·YB SENSOR ACTTVATE FLUSH VALVE SUFRY W/SLOAN OPTIMA ROYAL NO. 152-15-ES-S-YB SENSOR ACTIVATE FLUSH VALVE PROVIDE @ PUBLIC RESTROOMS PROVIDE @ PUBLIC RESTROOMS PRO'v1DE WllNTEGRAl VACWM BREAKER / MIN. 1/4" SLOPE PER FT. I.E. 4's0" ~:EE CIVIL DWG'S FOR P.O.C. TO SEWER ILTS A ID. .-.. ' 1'A D C@~sw!,iJ!g, Ii-ii, MoclianicaJ, Plorn~"II & En"'ll\' Consultanl l401 N·. B,1>VWiSle. ·103. Orange.; CA92867 Pis (714) 538--3802 Fa>e (714) 53B'3B12 ~~~ E dole ,f' "' Sop\ JO 200B -z;,. . No. M26Bt6 F",C/>. - ' REVISION & 8 8 A 8 8 I!:,. 8 8 ,& ,fu &,, SHEET NAME PLUMBING FLOOR PLAN and NOTES ARCHITEcrs PROJECT NUMBER ISSUE DATE MARC.H 05, 2008 PURPOSE FOR ISSUE AD~ENDUH I SHEET NUMBER PR-1 ' ' Dura-Ware,;, 2165 Series Straddle Type Blowout Jet Urinal -ADA Compliant 2165-T-1-FV j 2165-W-I-FV-2898 Fixtufif May Show Some Available OPtio r1s Plea~ visit www.ac-or,1er,17,a,m for most curreht >De<:ificatTons. Stradd le Type Blowout Jet Urinal -ADA Compliant Fixture is arranged to be installed on finished wall and serviced from the front side. Unit conforms with ANSI, UFAS and ADA requirements for accessibility. ComP liance is subject to the interpretat ion and ri:iq"uirements of the loc,,I code authority. Fixture is fabricated from 16 gage, type 304 stain less steekand is seamless welded construction. Exterior has a satin finish. Interior has a matte finish. Fixture has a back wa ll washdown, and is optionally available with a continuous flush ing rim that washes 'all four walls. Corners are coved to facili tate cleaning. P-trap is fu lly enclosed . Back of fixture issound-deadaned with fire-resistant material. • Uri nal is blowout jet type with back wall washdowri. Flush valve connection is 1-1/2" NPT male and '~"equires a.minimum of 25 PSHl:Ow pressure. P-trap has a minimum 2-1/Z'.' seal. '.Exposed Mounti ng Screw·s.·are funiished. No concealed wall fasteiiers or anchor shie lds are i fUrnished. 'GUIDE SPE CIFiCATION ' 'Provide and insl:~11 Acorn Dura-.W;,re Straddle Type Blowout Jet Urinal (Specify model number and options). Urinal·shall be bc1ck Washdown type. Fixttil'e shall be fabricated 'from 16 gage, type 304 Stainless steel.and shall have cOved corners to facilit'ate cleaning. All welds shall be continuous and exterior surfilciis shill I have a satin finish. P-trap shall be fully endoSed . Fixture sha ll be furnished ,with exposed .n;iounting screws .. Un its to confoi-mwith ANSI, UFA$·.'ai1d AbA requirements for accessib ility. :\J Page # D.2165 . I Re>(l~ed: ~/10/03 Acorn tng;ne:(ing Company • ·15{.zs Proctor Avenu~ •· P .O_;; s·ox· 3527, • City ofiri~·;,;,;,y, CA 91744-0527 U.S.A. Tel,·(800) 488-S!i\,~ • {626) 336,:45"61 • fa.:-(626) 9 61'-iiOo'•·www.acornen\l'!coJn:,ii,.mailf lnfo@aco,,.;~ng.com " ••. . '. ' • " ' ' FOR •ADA MODELS -<LUS/1 VAL\/E MU5f B~ HYCRAUUCALLY AClU~TtD OR SUPPUEO Wl1H A SPECIAL HANDLE. MAX. CONTROL Hi:ICHT IS 44" ABOVE FINISHED FLCC'R DETAU.. A _I - 2-3/4" 7 SIDE VIEW ROUGH·IN REAR YEW OF ·W' WALL SUPPLY UNIT ROUGH0 N REAR VIEW OF ·T TOP SUPPLY UNIT NOTE, REFER-TO A.D.A . ACCESSIBILITY --GUIDELINES FOR co'~t'ETE INSTALLA-TION; REQUIREMENTS. 1N6TALLAT10N ·1NsiRUctiONs. A-Rourn-1N rnR FwSfm,i;'.1NL(1'< 1· NPT © &: wAsi"E OUTLEl. W.~STE CU TLET ·ACAP.TO R FURNISHED @ IS F:JR 2" NCT ~-0-RINC (SEE cOfiAII: :'A"), IF WAS TE PIPING iS OTHER THAN 2'' Ncr: A, DIFFERENT ADAP'iER MUST SE USED. SEE DRA'MN'c 'S.9!i5.c.,oo.:001 8-IF AN OPTIONAL :i:i,95:°fl'.USH,,VA(VE'."ACCTSS PANEL Q) IS RtQUIRED (FOR:sACK:·s~PP LY !':LU SH. VIILVES). INSTALL SLEE\/£. SIT DRAWiNC~"NS9iJ8-3SS-001. . . .. . C-INSTALL WALL ANCHORS '(8Y 0Tl-1£RS) FOR LONG SCREWS @)': ;. NOTE: WHEN SUFFIX OPTION ·A.D.A. IS SPECIFIED; 20" RIM HEIGHT BECOMES l 7"MAXIMUM ALL VERTICAL DIMEN SIONS CHANGE ACCCROINGL r. 0-SOLDER AOAP l'E:R @ Ta t" NCT WAST£ ll,~E (B Y OTI-IERS). IF STtJS-OUT @ IS OTHER THAN 2'" NCT, MAKE THE CONNECTION AS NECESSARY. E-LUBRICATE "0'"-RING @ A,~D SLIDE ON TO ADAPTER @ SL!DE FIXTURE. ON(O "o" -RING WAST[. ADAPTER @. ATTACH f lXTURE Tb .WALL USING (4) MOUNTING SCREWS @ F~O\IIOED. F-CONNET FlUSH VALVi:: (Z) PER MANUFACTURERS" RECOMMEN DATIONS . .. t~~~-~ .. Af.!-niu: STRA DDLE "iYPE BLOWOUT JET URINAL [CAT ,•2165 ) (CAT •:2165-ADA) (02') ,,, •• ,., ''"" (O>O),...,_,,.,, la.'"i's'a'·c"s"' ,--------"''""'"'---"cc·,·""'"'"''--~---UANUF.\CM<Ec DA If OAIE ,ssurn o~•""G ~UMS.~ • MAn;;H: 1911 6•1•90 9908•305•001 03/27/01 DURA -WARE URINAL 2160 (UR -1) Dura-Ware"'" 2100 Series Blowout Jet Toilet -Off Floor 2100-W-l-CN Fixture May Show Some Available Options ,) ,,'.· ;?¼~if""' • • • •·· ;,> .. I(' .~ ,:"· ' . '.~., Please vrs;t ;wn,.,,corneng. c,:irh 1o,· most current ;~ecifccations. BlowoutJetToilet-o"fr°Floor ~~'{i,:,-~iU_lw-, ' Fixture is.arranged to be installed on finished wall from the front side, It is fabricated from 16 gage, type -304 stainless steel and is seamless welded construction. Exterior has a satin finish, except for the inte9ra! contoured seat that has a sanitary high polish finis h. The inside or the toilet bowl has a matt'ii,'fini'Sh'.. Wall flange is r"einforced for mclxiln\.tm sti-ength_ ,. ' \ ' . Toile:t sis. 61dwollt Jet typ·e witfl elongated bo\vl. manufactur1ed to ANSI 112.19.2M reqllirerne0ts. ·.v, ••• , "'', , . . ··, •,. •· Toilet ·has a·l -1/2" NPT flush valve connection and requires a minimum of 35 PSI flow 'Pressure. Toilet Lise·s a water consu\-nptiOri of 1.6 gallons.per flush or less. Trap has a minimum 3--1/2".seal, wil l pass:a '2-1/8" ball and is flllly-€nciosed. Toi!et waste outlet is Gasketed waste. , GUIDE sfl'ECIFICATION ,.. ... . .• <-' ' Prci~ide·ani:l "install Acorn [j'IJr"a,-Ware Blq•t10Ut Jef Toilet (specify model. number and option's). Fixture shall be fabricated from 1'6 gage, type 304 stainless steel. Constn1ction shall be seamless welded and exposed surfaces shall'~ave a satin finisQ, except-the integral contoured toilet seat, "'{hich sha ll have\a· sanitary high polisli finish. Toilet shall'be,"concealed blowout-jettype with an eloilgated bowl and a'self-draining flush irlg rim. Toilet shall meet ANSI 112.19.2M requirements, using an average water. consumption of 1.6 g·allons per flush or less. Toilet trap shall have ·a minimum 3-1/2" seal that sha1·1·pass a 2-1/8"' diameter. ball and be fu lly endosed. Toilet waste oi.JtletShall be Gas'keted Waste. I Page# D.2100 I Revised: 9/l0/03 ~~--------~ Acorn ~n9ineedn9 Company O.ISIZS Proctor A~enuc • P,O. BoX 3SU • Citv of Industry, CA 9l744-0S27•U.S,A. •. ·•.;'··, '"'• ' .. , •. Te l: (800) 488-8999 • r6 26) n6,;,1561 • Fa~: (626.} 96l-2200 • www.acomeng .~om •·E-mail: info@lacOmeng.com r --. 0 TOP VIEW SIDE VIEW INSTALLATION INSTRUCTIONS ' t FO R MAOA_MODELS-i'LUSH VA.VE MUST B~ liYCRAUL.iCALLY 1',CT,.IATED JR SUPPJD \",lTil A ~PECIAL H,\~DLC. f"INiSHED FLOOR. CONiRGLS /WST BE LOCA'"ED C.'.J \'.\0[ SD: GF TC..LEi. NOTE: REFER TO A.D.A. ACCES SIBILIT Y GUIDELIN ES FOR COMPLETE INST ALLATION REQUIREMENTS. MHE, f'QR UNll'S 1wn, -w Y;!,LL SUP?LY FCIJ SH VALVE. ACCES~ "Oi< CQI\NECTING 11.NiJ SER'-'CING "LU C>'l V,<\L VE !S REOUIRED. 5-1/2" □IA. GASK~T Fl.ANGE--.......... 7 /6" 01A HOLE (.,, -,-.--' J i"LA,.,c_:, (·W) WALL SUPPLY (·T} TOP SUPPLY 26-'./2"" NOTE, FOR SUFFIX OPTION --H C OR A.D,A, UNITS, C .. -IF ;,N OPTiON,\L 2595 FLUSH VALV~ AC:CESS Pt.:•EL Q) !S REQUIREC (FCR BACK SUPPLY FLUSH V..0.L'iES), iN:iTnL SLEEVE. SEE OR~\l~NG #\!·.l03·-J99--C01. D-f.'OU\H >iXT0lsE TO fliE WAl.L CM\RIER, F'.ACe ON ~-✓'.,<" -TI,,~ '0 ·., --r"E'") 'l'D ,-,,.~w .,,·ec; -1-~"' ~\'-'· V.,,_ '" ,-1,1,.,,.,1,,. CP CA? NlJ7S (OPHll<Al.). E sum:< -tv Qf.'TION~L fLJSl-1 VALVE. CON)JECT FLUSH V.•.L\J( © PEH W~'Jl!Fi>.Cn.',~rns: R~Cmll,l::'NDNi 1or-:s. ---------· DURA-WARE WATER CLOS ET 2100 (WC-1) • '·.' ' _. Wall Mounted Drinking Fountain Model 1119.14 is a "Hi•Lo'" wall mounied 14 gauge. Type 304 Stainless Steel drinking fountain with a satin fin ish. It incllldes push button vail'es. polished chrome-plated brass bubbler heads and waste strainers. matching stainless sleei Wck panel, vandal,resistant bottom plates and 1-114" NPT traps. Bo.s1s feature a one-piece 14 gauge stamping with rounded design and integraf 1/4" stainless steel mounting plates for extra durabirty and easy maintenance Madel 1119.14 meeis all current F&leral Regulations for the disabled. including lhose in the Americans with Disabilities Act Haws manufactures drinking founta ins. electric water coolers and ·electric drinking fountains to be lead-free by all known definitions including ANSI/NSF Standaro 61. Section 9, California Proposition 65 and tl1e Federal Safe Drinking Water A"cl. Components· Bubbler Head: Model 5703M, pollshed chrome-plated forged brass. integral basin shank, shielded, anti.squirt, vandal-resistant bubbler head. Valve: Model 5874. patented* lead-free forged brass. push activated. front accessible for stream adjustment and servicing, rep1aceable pressure regu lation control cartridge. (Patent No. 6,981 ,692). Waste Strainer: Model 6462, polished chroine•plaied brass vandal-resistant combination waste strainer and tailpiece assembly. Push 8ul!on; Model P8A6, flanged push bution assembly has a polished ci1rome-plated finish. For flush mountect (not rece5sed) push but\on fountains. Trap: Model 0005982900. iO'.'i profile trap 1-114" NPT x 1·114' O.D. satin chrome-plated brass. Bottom Plate: Model PBM1105. bottom plate witli_ vandal resistant scre1\/S . Bottom Plate: Model PBM1109, bottom plate with vandal resistant screws. Accessory 0006983506 Spa nner wrench is used to remove lhe PBA6 and PBA7 push button cover used wrth the 5874 valve .. Also used to remove retaining ring for replacing the cartridge and screen ( VRK5874 kit) 111 5874 valve assembly. I ' 1119.14 Options/Accessories: (Additional cosi.s may apply/ Wall Mounted Drinking Fountain: Model 7119. "'Hi-Lo" wail mounted. 18 gauge T)•pe 304 Stainless Steel drinking fountain w!th satin finish. B~rrier-Free Electric Drink:ng Founiain: Modal H1719.8 . barrier-free, "H i-lo". wall moun:er:( 18 gauge slain'ess steel electric drink;ng fount~ln with a sa1in fir.;sh_ Filter: MOO el 6426, 12" x 2". ln~ine lead removal element that reduces leeHrom incoming water supply. Cane Touch Skin: Model SK1, satin ftnish stainlsss steel cane touch skin for installation on high unit to comply with ADA protruding objects guidelines .. Mcunfl ng : Moi!el 67004. m(}Unting plate wilh all 1nraad studs, nu1s ~nd wasl1ers. Supooit Carrier:. Model· 6800, in-the•'Nolli slruis for fountains lhat'may be subJecled to exccssi've. leverage. M11St be used with mouiiting plate rnot includf!d ;wi11i <:anier). • ' ., Chiller: MOdel HCRB. chil!e('.PiOVI es fa r.cinsta111aneous cooling to mMt a.continuous de111and for chlllecfwate, ' ' ' HAWS DRI NKIN G FOU NTA IN 1119.14 (DF-1) Dura-War~® 1953 sedes 18" Lavatory -ADA Compliant I 19S3-ADA-l-DMS-4-GT-TPTI 1953-ADA-l-(SG Ple~se-v;s;t "~vw.acomeng.com for most cur,·ent speeifications. 18" Lavatory-ADA Compliant .,, , . . ·sog,>,• , "')\. . c, £~: Fixture is desig1ied to be installed and serviced on the front side of a finished wall. The fixture is fabricated from 16 gage, type 304 stainless steel and ls seamless weided construction. Exterior has a satin finish. Un;t collforrns witl1 ANSI, UFAS and ADA requil"ements for accessib ility, Compliance is subject to the inte~pre'tation and n::quirqnents ofthe!Oeq,lcoQe au;thb~ity. Lavatory Rectang~Jar Bowl is 14" x 12" x 5" deep . The. de~k h~'s. '31i--integral, ">elf-draining soap dish . Tlie lav3tor0has a.f-'5(8" dia_meter" dr"aifl hole to receive optioilai St:.1ffiX\:.GE or -GT grid-strainer. Lavato.y angle braces and fasteners for securi0g the braces to tl"",e lavatory are furnished, unless option ·LC is specified. •Wall fasteilers by othecs. .:.·,:i'vatory 'V a Ives ·(ADA compliant) ava i!able are: l. Air control pushbutton valves using atmospheric air; metering non-hold open type, Timing is.from 5 to 60 seconds. Air control va/Ves can be remotely located up to 10 feet from the operating pushbutton. 2. ElectrOnic valve system using Modular Valve Controlle~ foi" water metering thmugh precise electronic control of a solenoid valve. Valve tim,ng is from 1 s·econd to 9 minutes. Modular Valve Controller can be remotety located up to 100 feet from th'e opera~ing_ pushbutton. 3. Centerset with goose neck spout and wristblade handles, suffix -CSG. Regularly furnished are angle braces and fasteners. Moi.mting screws anct anchor sh fe lcts are furnished by otliers. GUID-E SPECIFJ;CA TION Provide and instali cln Acorn Dura-Ware, ·1sq wide ADA Compliant Lavato1·y (spetify model number and options). Fixture shall be fabricated from heavy gage, type 304 sta inless steel : Construction shall be seamless welcted with a satia1 finish exterior. Lavatory deck shall have an integral air-circulating, self- draming soap d,sh . Lavatory angle braces and fasteners shall be furnished by rrianufacturer(Except With -LC Optton). lnstallati:On·shall be made in accordcince with:manufactu·rer's r:ecorfrniendi:ltion afid•ctetails. Units to coiiform with ANSI, UFAS and ADA requirerner,ts for acceSsibil ity. Acorn Enginee,;ng Cornpanv • 15125 Proctor Ave,,ue • P.O. Box.3527 • c;ty of I nclustry, CA"9l744 -0527 U-S.A. rel: (800) 488 '899·9 • ( s l6) JJG-4561 • Fax: (6l6) 96 1-zioo' • W;.)W .a~ornen~.cOm· • E-mail: !nr0°1ijlikO:rneng.com ' -·-··--·----·--···----·--7 REFERENCE ORAWIHG i thlJAi,m_ CCLD Al'{-COrHROL VAi.Vi:: ! gqoo-;a:, .. •JO:_] S'NGLE T£MP ,\IR-ffkJTT!OL ,•,\t.\lS i 9903-iGf>-002 ! ' ···---··--· ····--·-·-·~'-·-·-··-' lliSTALLATION INSTRUCTIONS, •\-SEC DUN'_ fOR C.UR'?EN T V/\c.\!E 11'/ST/,LLAT!ON. C-INSTALL \s'/\Ll ANO--ORS A,~[) .\TT/,CH FiXHJRE CCiJNJE'ITCP iS E[Cbf.!:.1£,~DEO !<T 34" ABO>!: Fl~ISHEC FtoO~. 1.)-ATlAC~ -./\B ANGLE :JP.ACES FC~ AD[)I HON.AL SVPPO-~- (fASft'li:RS ?R()V!C[D), ~-\)/\Hf WAST;:: ::o.~..;rc11:,\S, 01MfN'cC~$ WJlY O(P£:m1~·G C'1 OPJIO)/Al WASTC C0'1fEl:TIO-~ SOCECli:O @ -OPP.ONAl OR'D STRA:Nrn wm, CLOSS E!.SOW \-1/1" OD CD!IP~ESS'C.'I cc•,~£CTICtl. ,-, \SJ -C~TTONAL GRID 5;;l.AlN€~ \</I TH T.'-ILJ'IECS: 1-1/,;." G!l CC.\!PRESSl:Ji'i C(W~ECTION. @y-CPT;ON AL 1l/B;NG P-IR.~P 1-1/"-" ~ 1-1/2"" 0~. E--RO'JGH-:N PLU);ffN: nm <LUSH su~PL y U/('5. F-~10'JNT 7RA?/tL80W rnetOSUR~ ,\f,"f;R <r-!Si/llllNG PL~MBING \',1;'il VALVE rnvcr (SU??LJEO STANl).~;D) TO WALL. liAROYiANE HY 01'-iERS, (rr}-OP11m}AL [l.EOW ~11Cc0S!Ji(E .,~n '/ALVE C(M".R FCR us~ S:':i\';ri'ti ,'-l1E CL0SE EL80W. ©-OP11i'.fr<AL nu,r CNC'.U5U'<E {A@ '!AV/~ Cl.l'IERl '0~ ~st ;\11''> ANY WASTE 0,,110:<I 11TI.E A.DA COMPLIA NT WALL HUNG LAVATORY -CAT, "1953-ADA .! JANUAl=!Y 1980 TO,PRESENT ' DAT!:• R€'1~CC·-. -···-··---~ 9906-006-001 AS-BUILTS DURA-WARE LAVATO RY 1953 (LAV -1) D • " ' 11:'AJ) C~ll!mlmg, ,~,,, ""'<han1¢31, Pfuml>K,g & Ellergy Co,,sulr.ont 1401 N. Satavia, Sle. 10J, Ora"!]o. CA 9:2667 Ph: (714) 538-3802 Fax: (714) 538-31!12 ill 8 8 & &. &, /Is, &- ,!±:, ~ ,ili ~ " REV1 SIDN SHEET NAME PLUMBING FIXTURE SPEC. " " ' " ' ARCHITECT"S PROJECT NUMBER ISSUE DATE JJL Y 25, 2001 PURPOSE FOR ISSUE B ID SET SHEET NUMBER PR- " • , DIAL TOLL FR~E '1-800-422-41'33 AT LEAST TWO D"A'(S BEFORE YOU DIG UNDERGROUND SERVICE A!E(i", OF SO\J\"1"ERN CALIFORNIA . ' ] CER11FICA TE OF COMPLIANCE Port 1 cf 4 LTG-1-C I .....,_, O<nlll!NTATIC!I ~~ • • MlE OF etlll<S il\luXl<O nn • HONR£SIDElfJW_ □ HIGI< !>1st ll£SDE!fllAL □ HOTEL/1,IOID. WEST aro, □ 0C<:t<01m:,jEI) SPACES ■ UNCONO<TIONEO ';l'A<z:S □ fl<DOOR/OUTIXX>'! "°"S PIIIISE OF =cliON ■ """ c:amRllCTION O ADOf!lON □AL"IEAAnor< MET>iOO OF Ul)'<IIHG ~ COMPl.E.T< 8UllJIJHG 0 TAl1Jl!!ffi 0 PERFURl.!Al<CE COIIPIJ"'lCIC ::::::'.:: OCIMMCW< U(><11H(> STA OF """•umc,; --,, _ -"" ---..,, •• ,. ""''" --...... "-·""" lTllo ... ..... 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' ,.,_ U911Un~ """" 1J10,.,,,,, To>""' MolhodW-..t Room Co~ly Rot;, """"'=I c.,n,..., I.Jgt,'"'9 Sydom• Molhod Wo,l<,/,oo\ I.loo \1<4-~ lJoilt>,• """""°"' ■ LT<'-2-C, D rn; .. ;,..c. ■ LTG-.,._Cc 0 U0-5-<> 0 LTI;-O---<> 0 U<>---7-C. 0 LT'IHI--C, 0 LTt.;.-9~ □ <>-TG--<-G-. Sign, (s,,, OI.TG-+-C Sign Wo,bhoct ., a.apto< •• Ouldoo< t.1¢,U,,g "'d Slgn> ou,pW!J • I CERllFICATE OF COMPLIANCE Pcrt2<>f4 LTG-1-C[ I Pitb:.tci m...e: Ol\Sl" ... ,..,.. ........ !NSTl>l.UO Ul)'lllllO; CONDmoorn SPAC,::S (F""8 lW--2-C) P<>RT-""" LI""111l0 (F°""' lTG->-C) + f----01 LIOHnNG cam,a._ mrnrr, caromoow ..,,= (F.-«n cTG-<-Cl - C01foriiaw, "'"°" "L\.IJS1ill ·ri<STAIJii> """™" ?O-f.----0 I omAU(O IJC!!l1MO; UNca,i,rni;!NED .S!'""'5 {F""' LTG-2-C) ,•_c~~--IJ '~,,:;,;.,;.;:--CRED1T.'·u1<coo~•;,,~~s· {F,om· Lm-4-'c) -Hf,. • ~~i:.i<,ii),-i;p"°' AD.llW INSTl>lllll IJo,ulNo pO'/IER f.-c~ccc--J j =:~ UQ!71Nt·.~~: ~ ctll<DlllOOEI> "'"°"' ■:ca.&i>t.m:_ ~;w.n<al,~-c~' g =~1;\tf(tr~") .. AI.Ul'IO'l)WATI> AtlO"IIED Lil)'ITINC PO'OE]! I ·"' I .,, __ (<>iEO< aie} .,, g ~~~~.(~.;.;!L~) ' . ' . i C • AW)v,E/) IIU£ftl,~ U"l;lllllG l'O!'ffi FM .UIICONDm<MED.SP~C.S ("""' lTG-3---C) ," .,•,-.... _ ,~·. ' \_-w,nsl MANiiAWRY uoH11Nili MEAsURB rOR ·iNJER10R doilTlt-1~! ~ii; D'A ¼.ir ARE:..S N ·A l1C · ,. • • (\Jot, ... ·-· ""'"'"-"' ' ---SPAC(; Cll!ftf!OCllD 1~-, ' "'·--..... ) .. """'"""""'"""''"' j CERTIFICATE OF COMPLIANCE Part 4 cf 4 LTG 1 C I - 8uildin9 . Ooporlments s,.tmn,, -"""' -"'......,_, ....... h """°" '"' o oo,!,-clod -• u -« o ,,. a-"'"-"O ,,.._ -• ......,, "'· ,,_. h -W °"""' ""-<O """°' ---..-,,... or_,. -.. _,..., °' ffl ........... ___ ... e,,,._ .. _,..,....,,.,._,..__,_,_.,..,. .. ,,. .... "':" .. "':'. ..-, --· '""' A.-·-' 77~"' .. .........._, <7 .. ,,. .... -""'--.. "'"'"""" ,_, ... ,_.._ .... -,o;-10>(0)""' -.. Po-t 0. ' 0 ■ lN-2-" Ugl,jlog "°""°' -""""'"'"! • -<)' -..,...,,_,, • -Oo~lghl C,,,, ..... "'°"''"'"'' • .,,omoUo '""' S,,1'<h C,,,,tn,i -tm<c """"mml ,_ """"''"""' i..t»g O cro-:,..,., Autom~, Oo~~u,g c,,,.,.,. """""'"'"" "°"'"''"' .....,.,,.,, ... , _ .... , _, ... ,. ....... I INTERIOR LIGHllNG POWER ALLOWANCE Peo:.:t¢1 111.\lE CCl.lSTJJ. PEAi( PAAX .o.LLOWEO UGHTIN~. POWER Choose One Metho'J' COi.iP -BUllDING ME11-l0D -c()N' ITIONED S!'ACfS 8/Jlt.O<N<) Cll'IWl:ll'Y (F,om S..llon , .. T-1"6-8) I ,iil"'li\¾ II ~ II ARD CATEGOR'f,MEJHOD CONDITIONED SPAC.:S AREA CIIIDlOOY {>'"""" So<Hoo 14o T ... , !<s-C) 8. TAILORED MElHOO CONDITIONED SPACES UNCONDITIONED SPACES = WL.Oll<G ANO AR£>, t.Al[OMY /,IEIHOOS TAILORED MElHOD -UNCONDITION£!l SPACc:S . ' •• TOTAi. IJ.I.Ov,E/) WATTS I (F""" Ll<..-~~C) ,,o:ia"" nm,L AU.01illl w,m I (F,om LTG-5-C-AND UG-G~C) LTG 5-Cj 2/05/07 ... .,, 'I 11 Ille IE-11 1-11 -111=e111= -11 1=1 1 11 111 iill1 I 11111=111 _ 7 1EI I ,IIEII I- IEffil !IIIII =IEI = -111=11 FlNISHID GRADE lHIS DETAIL PERTAINS 10 AU. CONDUCmRS IN CONDUIT INSTAlilD IN EXIDIIOR LOCAllONS +---MINIMUM BURIAL DEPTH PER NEC 300-5 AS l'Ol.l.01\S: J" SAND CUSHION 8ENEATH CONOUITS 6" SAND CUSHION ABOVE TOP Of" t.AAGEST CONDUIT. PO'loER CONDUITS IN LANDSCAPE • 18" PO'lltll: CONDUITS UNDER Sll!W, ROADS, ALI.E'rS DRIVEll'A'rS ANO PARKING LOTS a 24" ELECTRICAL CONOUIT(S) UNDERGROUND TRENCH DETAIL EB '> WEDGE LIGHT FlXZ° i------+----------H,~ ' REFER TO ARCHITECTS PLANS FUR IN STAU.ATION DETAILS SYMBOL -• " APPROX ,O' 1-GANG J-.-BOX• ECESS&l ~ oo e~ TYPE "D" LIGHT FIXTURE EB DAVID SHE EGOG ARCHITECT 151 >"ll::IR CANYON ROAD SUITE 1510.261 ANAHE IM, CALIFORNIA "!.2b0b 11;L '714-bT:3-'7"11"! FAX '714-.200-bl.e-2 sheego9@'3"'<>Tl.com MEMBER AMEJ;I.ICAN INSTITUTE OF ARCHlreC-T5 j INTERIOR LIGH1lNG SCHEDULE Por11of2 LTG-2-C I MANDATORY MEASURES LIGHT FIXTURE SCHEDULE INS1"AW'l> w,rn , Mom, 1,.,. o...,.,,uoo A ~ FT. FI.CtJR ,mnp ' • B ·a ·WAU I.Wll!T ' • EIUlllllNG TOTAL (S.m ol di .,,, .. ) l+SJQ I 0 CONfflOl alED!T (from L_,_C) I-/ I ""'-"""Ii ACTlJAL WATTS I-SJ<) I 1 tlol 0om ,,.,,,, F 9 13 15 I PHOTO CELL -PRECISION ~ST-15 OR INTERMATIC #K4221C WITH MAINTENANCE BY-PASS SWITCH PMEl. -A 0 LOCATE PHOTOCELL ON EXTERIOR FACE OF BUI LDING. • 0 • • LIGHTING CONTROL SCHEMATIC THE BUILDING LIGHING SHUT-OFF SYS1tM CONSISTS 01' NI ,\UTOl,IAllC 111,l(: S"<IITCH, OCCUPANCY se/$Cll!S, OR Oll;f;R orncrs CAPABLE Of"· .WTO<!AllCALLY SHUTTING OFl' lliE LIGHTING. EAGH FLOOR TO BE SEPAAAlUY lOl'lED. 1HE. A\JTOl,IAllC BUILDINO S,.,UT--'OfT_ srsm.l IS PRO\ODf!I•, V,1H A MANUAi. ,ACCES'S!BI.E, 0\oOll!lll!; SI\ITCH. IN . SKlHT. Cf'. TIIE: LIGHlR 1HE· AAt'.A Of" OlrnRIDE'IS'."'lT .'T<l''fJ<CEED.'•5,00D· SF. • :,· AU. l1ITTOIMllC CCMl!Ol ONCES 'SPECrFIEl'f ARE CERmEO. ,AU.,AL1ERNM£ EQUIP!<tNT S><Al.l. BE CE!lllFlEO, AIID.'!NSTAl.lil)' AS: DIRECTED ·sy. 1HE MANUFACTUf!ER,_a. '·-, ,• ·-, AL.L;;l'Ll/OllESCOfT, FOCIUR£S SPEOAEO'f"OR: 1HE P"°'"'Cl,'Al!E_ CER'F!FIEO 'ANO ;I.ISlaJ IM :ll-lf'.' DIRB:10l!Y,· 0,U·J'ISTAl.lil),flJCIURES·SHALL BE ~~~t;b-'nk:,' J;.~:~• AliiiJREs· AAEC T ANOU,1cV,R£D c Wll-1 .TW0.'(2) Cl:AMP. \6~ ~~CIU~--~~~li~~~A: SPEClF!tO ; Ylfl'H , 0-EC'll!ONJC ·: • HlGH->fllEootNCV ' 6-'1i.AS'fS/ AHO I ME: EXEMPT, fl<OM . l'IIO;-t..Ai.lP, TAAOS,t.'/IIIIING ,fl(Ql)JIIOIDllS;,. ,, , '. . EACH 'ROOM:'~D>AREA''IN' ll!lS BUllJlif!G IS , EOOlf'i>EO :varll':(,S(PARAIDSli!TcH:oR i '' ' '=~%u~~~:~~~~~''o/' \Ii~ •u.:-ROOlolS: ·A!f!V AAEA•n;1•EA WI 'TI-!AH,-,oo SQUARE ~it~W~~~~1Jt~~~~~~T • 1.EYEJ,'.· ~Talll<G,' FOl!,'.UNl!'ORI,<" REOUCTION 'Cf"'. " um11NG..'Wllilli'THE··ROOM..,,Vli::;:' •_:,,:· :. • All'. R00Ms>w'IH '.IIINDOWS, iitftl:SKniO!r?s.. 'rl<Ar NIE" GREA TEll \TI-!Atl.;i sos·SQUARE' FEET;; AND. ; THAT Al.I.OW' FOi! • '!HE• El'l'ECTIW .. US£'. ~.'DA >1.IGHT, IN '!HE AREA.SHAU. 'HAW "lil)ll'..Of"-'!HECLAM!'SclN,EACH OA1'1.JT .AREA CO!l1ROUED •ev>A 'W'AAATE· ~~ ~E, El'F<Cll~ JSE::iF:_ ;i~r,;fi<ri'ooQl , ~or eE , ACCCNPIJS>IEO BECAUSF.: S TH( \""'1)01<5 .ARE CONllNUOOSi;,!-SHAOEO,, B)', A BUILOING, ON , '!HE ADJACENT WI. -·,DIAll!W,l'.Of' SliADING DURING DIITTREH~ llllW Cf'· ll-lE'.'IEIIR· ES· 1NctUD1D··ON PL.ANS. ~~~~~~~oFni-!': ~,{r!.k CON11'0ll.£0 "l"lH· A· lllR£ClTONAL PHOTO• CELL CetlTI1QL ~~~:ct ~~~'~l~l g~· "'"'"lh'"'" ~ • (;s'ffRIJ s IMCEO ' . ' SYMBOL 0 !NTERIOR-1 EXTERIOR-E E DESCRIPTION 4' FLUORESCENT ROUGH SERVICE WRAP LlGHT ·ENcLosffi SURFACE 'fLuoREScENT -12bV " FLUORESCENT OOWNUGHT DAMP LOCATION MANUFACTURER/l;'ART NUMBER UlHONIA fJWIC 1 32 120 GEB ,1(£i,iAU-IH1212FM-C-!iB-32P-2 --:-120'(-EB KENALL PC151S 4 DB 32P 1 120 LAMP (1) 32W T8 (2) 32W '" (1) 32W '" AMP /VA MOUNTING ' SHADE slRIJCTURE uGHT ·: sH~;-:~_Bif ,~ . .!:-_8-CFL/1-1 2qv-c -;flliRU,\l'/ALt)_\~STOM:coCoR ·POLY-26W TRIPI..£ TUBE 4 PIN E E FLUORESCENT EXTERIOR WALL Fli<TURE ~:~~rtcW~&.,":~~~-NCocl ;~i.R ., .. , ...... ,.,,.• -·,, .... . KENALl iMR13EL P1A DB 13 2 120 {2) 13W "' WALL , MOUNTED VOLTAGE: 208¥1 20V,3~.4W MAIN: 60A-3P SERV FU.TED PANELBOARD PANEL: A GFl CIRCUIT BRfAKERS REQUIRED MOUNTING: SURFACE BUS AMP: 60 REMARKS VOI.TNll'S OUlWS =- &_ C LTG !<EC MISC .POLES EXTtlllOR SUII.DING LJGf!l!HG -1.30 5 _, , • 20-1 WAU 1100mm UC~-IIEN 192 3 20-, , l .Ll .•• ,.,,_, WAI.!. MOUNT!ll UGHTS-WOIIEN 192 3 ,.,_, s •· :20-, SWRAGE FllJORESCENT LIGHTING 310 5 20-, 7 o 00'-1 i::.~~'ti~~~::~g:~it·~~,.IT~"'Tit:::t==~±='='"=±",e,,,j~'=±,•=t:jj:::~~:j .'."1--'-"::. ·.:: ,.,,,-~0"~"'~""~-----+"'~'-"--'--+'"'+--1-1 .,.., " 'f ,,,,,.., ~-f------------1--l--'"°C"--f---l---1-+--1---a"'"H·••~ .,,_, Gfl flELD 1 SCOR£BOARLl OllTID 180 1 20-, 11 ••· ~-' Gfl flEU) \ IAAJITT. Ull.PtN 1ao 1 -· 19 oo. ,20-1 Gfl F1D.J) 1 ANNOUNCE· BOX Ol/11.ET 160 1 .,,_, 21 "' 20-,. GFl FIEI.D 1 ANNOUNCE BOX mm.n 180 \ 20-1 ~ .. 20-f GFl BATTING CACE l OU1l£l 180 I ,o-, ;, ·,o .,,_., SP.'J<E O ,0-1 v ,a 20-1 -. -· --SPAflE O ,,,_, ., 02 ,0-1 ~ .,,_, 33 "' ~G CO)IIR()L ~ 1 20-1 :,s , >1 /1 ~""'"~ ,,.~. ~"' ·,_ ' ' ' ' ' ' ' ' ' ' ' • ,00 • '"' REMARKS ~ '\' HAND ORYER'--MEl-h ,. KIND . DRYER'.':WOMEN 540 AYSO SfOAACEiOllll£fS Ulll.E lOOJE.>SlORAGE OlJJl£l'S 540 PARK,,MAJUf;SIOAAGE,OlJJl£l'S S60 RESIROOMS 'O\fllBS . • PUJMBING, AXT.·. SEl!SORS-IIDi- JOO Pl.Ul,(81NG:·RXT: srnsORS--\\'Ollrn 180 f1El.ll 2 SCORE,:BOARD OllllR flELD 2 MA!NTISUll.PEN.OtJT1.£T 180 flELD 2 ANNOUNC£·1BOK 0Ull£f 180-f1Etll 2 ANNOUNCECBOX O\IJ\.Ef BATTING. CAGE' 2 ,OUll.CT 240 IRRIGATI0N'C0t/1ROL 0 SPARE • ~AAS I I V PANEL lOTAl CONNECTED VA,ec -"'""=·~ NOTE REGARDING l'li(J(T CURRENT AVAILABLE FAULT, CURRENT-(ACC) 15 42,000 AMPHERES (S'IMME!RICAL) BRACING AND INTERRUPT RAllNGS OF ALL OVERUJRRENT DEVICES SHALL \ Let VA"' 2720 X.25,, __ eS8a0~ 11070 FEEDER 1/'0LTAIIPS ""'ffi "" •--''L' - ~ I /,,•ru-/' UfER•GROONO PER NEC 250--Bl(o) EXCEPT 20 FEIT f4 BARE c.tJ ME'TAI. 00.II WATER PIPE R£FER ID ,ING!£ LINE DlAGlAAI -'Sfjffi ESLO \\\lHIH ARST°fll'E·FW \'.,,_/ Cf, WA~ PIPE ENTRANCE TO 0llllll!NG PER NEC 250-St SE RATED 10 McET OR EXCUD 42,000 AFC PER NEC ARllCU'S 110-9 ANO 110-10 AND 240-BJ(C) ALL WORK TO COMPLY WITl-1 OCCUPANCY SENSING DEVICES,' 2004 CALIFORNIA ELECTRICAL CODE TI TLE 24 -2005 CALIFORNIA ENERGY EFF ICIENCY STANDARDS WATTSTOPP!:R tf;(JT-655-1 ULTRASONIC =CUFANCY SENSOR AGENCY SUBMITTAL #3 6/27/07 ·'-' ' DW CONSULTANTS I N C O R P O R A T ".E _ D """T'"" ""'"" • u,cn,cAL s~d••/.,~• =BRJSroL'SfREE'T SUITEC-104, COSTAMESA. CA 926:/1, 1i:C~1kJ f'RO.[C[ MJffl -20647 ffi fil Ii',, REVISION SHEET NAME ELECTRICAL COVERSHEET PRO.!EC.T NUMBER 2006-05 ISSUE DATE . . JUNE 27, 2007 PI./RFOSE FOR 155\JE THIRD CITY SUBMITTAL SHEET NUM61."R E1 .0 AS-BUILTS ' • DJ DJ ~'-: DIAL TO LL FREE ""1-800-422-4'133 ' AT LEAST TWO DAYS BEFORE YOU DIG LINOERGRO\JNO SERVICE ALERT Of solJTHERN CAUFORNL>\ ----------------------------------- 9 ® / / / j I / / / / / 5 / / / / / / / / / / / / / / / / / / / / / / / / / 1 El.O TYP. / / / • ' WP -LOCKABLE GFI OUTLET • SHADE STRUCTURE ll1 SCALE 1/4" = l' 2· SEE SHEET ES 2.1 ---1 ;; I ; I ;' I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' c,~---~ I ' I ' ' I ___ _c:,, --------------~~-------- 5 Y --------71 . / I ; I ; WP -LOCKABLE ·11 GFI OUTLET ,, ~-------------- / / / / / / / / • • / , • ' / • / / ' ' / ' / / ' • ; / / ; / ® 9 • ' WP-LOCKAB LE '-11 GFI OUTLET ------------------------ SHADE STRUCTURE ll2 SCALE 1/4" = 1' / ; I ; I ; I >-----j I I SEE SHEET ES 2.1 ----------------------------------------, I I I I I I I I I A-1 I I I I 1 A-7 PARKMAINT. LITTLE LEAGUE STORAGE ==7 ==7 AYSO STORAGE WOMEN l __________________________ _ A-7 0 7 w i 0 3 □ D • MEN I I I I I ·' I I I I I I I I I I I I I __________ ..J RECREATION AND RESTROOMS LIGHTING PLAN SCALE 114" = 1' 1[';;:J--------,.l SEE SHEET / ES 2.1 ~~ cs __________________ !' 10 :.,,;//,~'/,"//////~/ / ///// ~ IRRIG CONTROLS 10@~NE,; ,r I 11 '\ ~ / ,,, \V PARK MAINT. '~ le,,,-A-10 ~ ~ ~ V ~ V v i;;. ~ J -11 10 / '///// ///// '//7/ GFI WP 8 LITTLE LEAGUE STORAGE A-8 10 ' v I, 1; v I, . "<,\;'. GF I t WP t t ~ 10 v ~ 8 GFI (1Q\_ WP '-.:// 9 AYSO STORAGE A-6 9 / " WOMEN A-12 v GFI 12~ -----------------------, , 6 / 1 • , //// ,= i (., • ' I 13 J MEN A-12 C7 / L __________________________________________________________ J RECREATION AND RESTROOMS POWER PLAN SCALE 1/4" = 1' Si'MBOL 0 0 0 0 0 (s) 0 0 0 0 @) 0 @ @) @ @ @) ' LIGHT FIXTURE KEY SYMBOL ~AME/TYPE - FlXTURt , TYPE 0 ii FIXTURE TYPE © - 121 FIXTURE TYPE © ., . --• FIXlURE''"'tYPE •, • ® f¢-FIXTURE "T)'PE © ' NOtt $ MOTOR RATED SNAP M"' SWITCH DISCO NNECT. LEGEND FOR KEYNOTES . 131RCUITS CONOUCTORS/CONDUIT A-9/13,15 ' 1.25" C -4 110 TH\'1711 CU, #10 CU GND A-17 (Gfl) 1.25" C 1 2 #f, THWN: cu, f/6 CU· GND A-11/19/21 (GFI) 6 110 THWN CU A-18.jGFJ 1.2s· c I 2 /16 THWN tu, ./16 cu .GND A-20 _-23 .25 l'"l 6 #10 THWN .CU A-22/24/26 GFI 1-25' C -6 #10 THWN CU, #10 CU GND SPARE (2) 1.25" C A-1 .75"C - 2 #12 TH\'1711 CU, #12 CU GND A-3 .75"C - 2 lf12 lHWN CU, #12 CU GND A-5 .75"C - 2 112 THWN CU, #12 CU GNO A-7 .75"C -2 112 111 WN CU, #12 CU GND A-9 -75"C -2 110 111WN CU, #10 CU GND A-11 1"C - 2 #10 THWN CU, #10 CU GND A-1 1"C -2 #10 111WN CU, #10 CU GNO A-4 1"C -2 #10 111WN CU, #10 CU GND A-6 .75"C -2 #12 THWN CU, #12 CU GND A-8 .75"C - 2 #12 TI-IWN CU, #12 CU GND ' A-10 .75"C -2 ff12 111WN CU, #12 CU GNO A-12 .75"C -2 #12 THWN CU, #12 CU GNO A-14 .75"C -2 #12 111WN CU, #12 CU GND A-16 .75'C -2 #12 THWN CU, #12 CU GND A-28 .75"C -2 #12 1111\'N CU, fi2 CU GND COACI-IES SWiTCH 1.25"C -4 #10 TI--IWN CU, #10 CU GND . AGENCY SUBMITTAL ll3 -7£25/07 .,. ' DW CONSULT~rs JNCORPORA T ,E -"D 2l008RJSTOI.Sl'REET sutmC·l(H, COSTA MESA CA 92626 n _H:J:2'1343 ffio.ICT Nll!ISiR -10617 ~ -1/25/01 ' " DAVID SHEEGOG ARCHITECT £ ~ &, &, &, £ ii::,. &, ~ & L!G ,11 751 HEIR CANT"ON FtOAP 5lJ ITE 15:70261 A NAHEIM, CALIFORNIA "1200t, TEL :114-81,3-i"ll"I FAX ;714-2W-:el.S2 ·srie-e9oge9mall.G-Om MEM6CR AMERJC:AN l~T!11.1Tl:: Of.<,,,;Ri::+HTEC.TS REVISION $11££i NAME ELECT RICAL POWER/LIGHTING PLANS PFW...l=GT NIJl-eER 2006-05 .ISSUE DATE JULY 25, 2007 PURPOSE FO~ 159.JE' BID SET E2 .0 ' ' : 1 ' ; ' ' . ' ' ' • ' . ' ' " \ I NEWPORT COAST LANDSCAPE IMPROVEMENT PLANS TRACT 16463 LOTS 4 & I COASTAL PEAK PARK 20403 EAST COAST AL PEAK NEWPORT BEACH , CA IRVINE COMMUNITY DEVELOPMENT COMPANY 550 NEWPORT CENTER DRIVE NEWPORT BEACH , CA 92660 PHONE (949) 720-2000 -FAX (949) 720-2120 ATTENTION: JOHN SHERWOOD PREPARED BY CLARK & GREEN ASSOCIATES 150 P'AULARIN,0,AVENUE, SUITe 160 QOSTA •MiBSA,, llA. 926 2,6 _ . , • " •,\C·.1_,,.•...:/·<, .. , I , - , 1. : , ATTN: BETH NE LS©N /'CHRJS-WIRTZ PHONE: (714) 434-9803 FAx: (714) 434-910~ IMPORTANT NOTICE Section 4216/4217 of the Government Code requires a DigAlert ld"entffication Number be issued before a "Permit !o Excavate• will be·viilid. Foryoor ~gAlert f.D Number call UndergroUriifSeivicil Alen '·· TOLL FREE 1-800-422-4133 two"l'loiliing days • befcire you dig " ..... ' ': \,.' AP.PROVAL FOR ONSITE RECYCLED WATER SYSTEM ' dNL:Y ,< ·,_'.• • _,, ' . . \·..,. _,_, • • . '. ' . . _--·. ..,'.::C{·:,•".!i,\:,\:•,'.' WATER ,Mm~s, AND ·ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT .(IRV/o)'. ' \;.·'.;'. ,. FACILmES'-M(ISL BE· APPIJED FOR AND/OR APP.ROVED THROUGH THE IRWD 'DEVELORME-NT;I, . SERVICES ,GROUP. FOR SPECIFlC REQUIREMENTS FOR OBTAINING SERVICE_ CALI:.__ _, ,._, \7 , (949) 453',_53Di) Pl.AN CHE'CK(No· · '2§48 .-, I '~"'---'--'------------~---11t----,---------liiv1irc;;;1Nin1T'vY"M1aADP---------,---------------;:;S;:;Hi:iEE01T'"INMrD"E:YX,---------------,,----,C::;:O;.Nic:s'"UL~T::;;-At:N_Ti't.s,'"·----C ONSITE APPROVAL------~ MIT _____ _ TRACT 16463 c ' . '. ,·, ' A ssociate . . La·ndscape Architectu • 150 Paularino Avenue , Suite 160 Costa Mesa, California, 92626 (714) 434-9803. Fax (714) 434-91 VISTA__,- RIDG ROAD NEWPORT COAST DRIVE CORR! DOR RIDGE PARK ROAD EAST OF VISTA RIDGE ROAD NEWPORT-SEACH; CA (IN UNINCORPORATED ORANGE COUNTY) PROJECT LOCATION ~PROJECT LOCATION 37 40 47 46 I 45 GG RIDGEPARk T L-1 .1-L-1.4 L-1.5 L-2.1-L-2 .7 L-3.1 -L-3 .5 L-4.1 L-5 .1 L-6 .1 -L-6 .4 L-7.1 -L-7.4 L-8.1 L ·9.1 L-10.1 ES 1.0 ES 2.0 ES 2.1 ES 2.2 I 0 50' 100' SHEET INDEX TITLE SHEE T CONSTRUCTIO N PLAN 200' TOT LOT EQUIPMENT LAYOUT PLAN CONSTRUCTION EJETAILS IRRIGATION PLAN BUBBLER PLAN IRRI.GATION DETAILS TREE PLANTING PLAN SHRUB. PLANTING PLAN PLANTING DETAI.LS AND NOTES IRRIGATION SPECIFICATIONS \ • . . PLANTING SPECIFICATIONS ELECTRICAL COVER SHEET ELECTRICAL SITE PLAN ELEC TRICAL SITE PLAN ELECTRICAL SITE PLAN LANDSCAPE ARCHITECT CLARK AND GREEN ASSOCIATES 150 PAUl.ARINOAVENUE SUIT:E 160 COSTA MESA, CA. 92626 PHONE: (714) 434-9803 FAX: (7.14) 434-9109 ATTN: BETH NELSON/ CHRIS WiRTZ STRUCTURAL ENGINEER CORREIA CONSULT!NG 16912 BOLSA CHICA ROAD,.SUiTE 101 HUNTINGTON BEACH, CA 926:49 PHONE: (714) 840-5582 FAX: (7\4) 840-8691 ATTN: W/LLJAM CORREIA GEOTECHNICAL NMG GEOTECHNICAL 17991 FITCH /RVINE, CA 92614 PHONE: (949) 442-2442 FAX: (949) 476-8322 ATTN: TERRI WRIGHT CIVIL ENGINEER TETB,A-TECH; fNC. " 162~.1 LAGUNA CANYON ROAD, SUITE 200 !R'{INE, CA 92618 PHONE: (949) 727-7099 FAX: (949) 727-7097 ATTN:•RlNAADJOIAN DER ALEXANIAN Sl!E ELECTRICAL ENGINE ER DW'CONSUL TANTS 2e001sR·1stoLsr. # c-104 c·osrA;MEsA, CA e2e2e PHON~: (714)432-1343 ATTtf'MfKE DEMELLO/ MARK BATES UTl blTY CONSUL TANT P~~~:~LUS UTILITY 22792-.CENTRE DRIVE , SUITE 100 LAKE FeiREST, CA 92630 PHONE: .(949) 455-2640 FAX: (949) 455-2649 ATTN: stEvEN CHENIER ' • ' AS-BUILTS . ' ' " . w e F " w , a f-w w I Cf) w _J f--f- "DRAWN BN,CW -'·' ' , .. CHECKED • ', > • . " .. f---..;'"--' --i ''\ DATE FESRUARY 7, 2007 JOB NO. SIJEET T . . 35 SHEET'S . ' ' I, -I, ' I I, f I I :• «, ' - -., ' " ' ' I ' I , ' I ' I I I ' I I ' i I i I I I I I I I I I / I ! ' I ' :,, --' I I / r,-p / ' I I I ' I I I I I ! I i , f I ~ I ' , , I I ), ' I I 1003 / ' ' / ' '-...._ ' ' > / / -- f I I ' 1010 1008 1006~ 100b ,- ' -----, i I 1006 ! 1005 " ' -\ '(i ADDITIONAL N0.1E5: l ~CR T6 hi.: Ll ,0 EQ.JFMENT ANO FJN!S,-1 $C!-ED...1LE FCR MATl=RIA.L.$, COLORS, FINlS!-1!$, AND FROCXICTS PER·SI-EETl.41. 2. CON'tRACTCR TO J.!E:FER TO ~ CON6TRIJ::::TIC:JN NOTE& PER $!-EETS L-1.2 f L·V ·---~~~?~~~= POURING OF ANT" CONCRETE. NOTFY ~ ARCI.Jl'TECT AT LEAST 24 !-ICt.lRS N -.iDVANCE"UJ!-!EN ~TIN::,, ON-$rTE REVBlfa GENERAL c:;oN5TRUCTION NOTE5 I. ,.l,,LL Dit"ENSION$ ARE TAKEN FROM OJRB FACE, BUILDING FACE CR EDGE OF PAYING, iJNl..Es,s OTI-IERIJJ~ NOTED ON Pl.AN. n-E DIHENSION5 ARE S!-40.lN FOR APPROXIMATE LINE AND ALL RADII AND OJRvE$ ARE TO 1-!AVE ~IN.JCUS AND 5t1001l< TRAN&JT,:lN& Wm-lCUT AElRUPT Cl-lANGES o,;;: eBIOS, " ,_ '- '- ALL FORMS AND AL!a,Nt-'ENT OF PAVING< ARE ala.ECT TO REVBJJ BY OJ.11'-eR'S ~ATJVE FR\OR TO POJRING (4,JVE A MINMJM OF 24 1-!ClJRS "°'""- ~CR SI-IAI...L YEl<!IFT LCCATION OF ALL UTIL!TE& PRIOR TO CON$TR!JCTJON AND SI-IAI...L 6E l-€L.D LlASL.E FOR ALL DAMAGE& INO.JRRED. -~~~~~~~~~~~~~ ANDdJTL[ZE EXIST/NG'.SLEEVE A$ !..t:Ei•IED•rECESSARY, El<PANeJON .x:>!Nra SIAI.L eE-FROvn:iro'U!.''IE:i¼ ~ FLAT I.U::)RK AB.ITS WAl..l.$,,STAIRei,-BUIL.D/Nc.S, OJRS5,,~. POOL BOi'>C SEAMS AND ANT"" EXISTING ~-PAYING Of< STRUCTURE6, EXPANSION -X'INTS 51-!ALL ~~~~-~~~~~,~~ Fll...1.ERUN!..E$ N:>k::ATEt::ron;:a;tWJ&E; • :\•~ &, ~:.,~~~~~MAN51-.F ~ ~M TO T1-E LATEST ' ' . ,. ; ' ' . 1. ~~-~:BE i.isa::i.,IN ~~ ti/1T1;11i"l-ePL.AN6 ANC;>, ,ANT Sz' =~~6HAl.l,:SE' l3RC(.ld,;.rr TO,TI-!E ATTS'ITION OF TI-IE O.!JNER'S < ,._ ~-~~ i:1.iStr:,.~'ALI::DltSl&;:;,t,1$,,~ •• i,1)1!1,k,;_~rrk:lNS AND _e.tTE ~~~~i~~~=~~=k,,~_ ' . " ' . 9. CONbm::)NS NOT Sf'EC~CAU.. Y Sl;lOJ.!N_ -51-!ALL ·ee: _CON$1i-3J::::lEI:) SNLAJ.? TO TI-E·D!:":TAIL5'F0R TI-E'J.!E5PECTIYE,MATERl'AL , • IO. TI-IE DRA<IJ!Na,$ ANO'.~iFICAT~.:_~T n:.ie:.Ff!'IIS+-ED STRl.k'.:11JRE, ~S~~~~,.~r~-~~~!-11= XSSrTE eY TI-IE ~ ARCl-lr!ECT 'po NOT iNcuJDE 'IN5f'ECTION OF CONSTFarnoN '1'1ElH:::JD5 AND.~~ ·CONDrr~· AT' T+:e. l.ll::1RKSITE. il-lE5:E VISITS 51-<,<1,LL NOT BE'CON5TRUEO A$'•CONT!J'.llel.J6 AND DETAILED JN$FECTION$; 11. OE5k:.N. HATER!AL5,:EQJPMENT ,AND-F"RODU(:TS OTI-ER THAN TI-I05E ~~~~fJ}:~~~~:=~-~~~1-E~~ LAND5C.AF'E ARC!-ltr:::CT AND-THE·APF'LIC:.:!SL:E GOVERNING CODE ALITl-iOl'l!lT'( '. '',••' . t.l. EllJILDN:. PERMITS 51-!ALL_ElE 0STAINSD, eY TH:,~ OR CON!RACTOR ~ AJ.J e.rs•~~'°~ TI-!E ~~ ~~!'~:,'" ~-~-_ ~ B. IJ.t.ERE:WATER ~ING'C!Fe MOlSTI.ff SAF!RER"IS INDICATED ON TI-IE FLAN$ OF<: DEi"AiLh·FOR iefAIN!NG•IIIAUS: F!.ANTER'WA!:LS R..A5H ili<\U.S OR ANT ~ V"ERTICAL B.EMENT,,TI-41; WA~~ e..iAu:CON515T OF YELLOJJ .1ACKEt MEt1BRANE ANci';ii.N AFl"'RO\IE;D'· wATl:R FRO::::lFrNCi: COMPC<JND ~ A$T~ ti'""W"'' c1:'!fa>k.1HL (' ,.,lO;fil.i;S f ·.·":, , I , ' I ' ~----~4"'$~~-~~~,~~®' •: I i''CON5~TION NOTES LO e,m;:. u,m:'. -r,;\1 EX1€,TN::; CURB AND GUTTER, \.':'.J FROJE::::T IN Pl.ACE. ·,: i@sxieiTING SIDSJJAlK, PROTECT IN FL,!ICE, :e P~ING LOT FER CIVIL eNei,iNEER'e, Pl.ANS, ' •@ P~~ LOT PER: CIVIL ENG!NE£:F,?'S PlAN5 .• • 2.0 cott;./4. If 6 AT WORK 'fill ~~ CONCRETE MOJJ OJR8 , • :•I.::;) PER,l:)ETAIL '=. 51--EET L:ll ' ' . ·, , .·(.;':.\ CONS'n=a.;::;r ~ FAYING -~~ .o:!:,J PER'_DETAIL A 4 B SI--IEET l.,ll "9 Ft:.NIC TABLE PAD AND LAYCtrT ~ PER DETAtL E. 51--EET L:ll . •,-. ~ ~ 1-..EEFER FAD i'Q'.o/ Pl:Rit?f'TAIL re_ SI--IEET L:ll •. @L~ ~ FOOT!HC:, PER DETAIL E.: Sf.ET l.:l2, iQ DEF'RE5SED OJRB AT FENCING :e~-J FER 'DETAIL EE. 51--eET 1.:n-' ' _., • •. ~.o tffi:'.t:ri e/;EOJe --§ ~ FIELD LAYCUT F'El-! DEl'AtL !3..!.. SI--IFFT kU. ·@ 'Sli-~ FBICE: FER DETAIL LIJJ.1.. ~ ~ ·@20' 1-t~ FENCE PER DETAIL y I J;, e+eT k2d. '8 30' .1-t~ FENCE FER DETAl. y f AA _~ Lµ, @ CUG:CUT G41E PER DETAIL Y..!.Z. SHEET Ldd, e HAINTENANcS:E:06.A"IE f'ER DETAL Y...!X SET LcM, (§L_FKSTOF' FER DETAIL SB~ cc Sl-a:T kl-2, Q D.JGCU]: LATOJT AT BA&EE\<'11 I FELD °'V FER DETAit.'t?Q.' $1-EET ~ (§) eAT ~:~J,',~ FER DETAIL EE. 51-<FET ~ Q PLAYS,!!~-~·.:..,-i::;tJGCUT ry FER DETA,IL J:E' 1$EET ~ @Prra.m-~{~~PERDETAILJL 51--EET~ @ I-IOME PLA~-~ BASES PER DETAIL H!:!.. $1-EET ~ @) !NF'IELD Htk o/ DETAIL ,!,I_ 51--EET ~ Q atr:AC"~ 'A,~-"IRA&l--l CAN LA'rOIJT AT BASEBALL 'C::J FtaO Fl::?.·DETAIL ~ SI--IFFT ~ ' ' -' AS-BUILTS ' 0 i6\·; 26i' 40' ,,•' .. ,., ' ., ; ' w " c c w ' • • z 0 -f-u . ·, z ::::> <( 0::: ....J f-a.. (f) z 0 u • -L 0 DRAWN ,' " Bl),~pw -' - CHECKED ,·,. .. ·MG, OAIT ' FEBRUAJ'-Y i 2007 JOB NO: ;oz~5 SHEET L-1.1 36 SfiEETS . . . . , I I I I I ., !• .. •. , I •. :; .•. ;.-.,. . . [•::::::•: :•:·" ~-2:-·. ··1·::-., ..• _. ,;.;-c: • ✓ ·-.-.. "• . j : jz : • 1,_«..-"':~,·,'f>:,,;; • • :·:·:::.:/ C/\.· ., • I • -,. • S , • • • . : .f .• , .. "-· ,·,r.;:c-~ . .. ,...... ......... . .. '' 1000 .... , ........ ·::::. ··••' . .. . .. ··-·.: . .-;··,·.-.· . • . '.<">i::·.:·.~-·'.·.·::· '_..,_ i --,: .•.:· ' • ' . . . . IOo1 \00 1004 1004 IC:.N PAVING DOOR OFEN , .4DDrTION.AL. NOTE&' I. CONTRACTOR TO Rs=e;;! TO EQJFl-a..'T AND FINIS!-I &::::1-!EDJUo :"OR MATER!AL.5, cot.OR$, FINa.ES, AND FROC:U::T$ F'ER:•5!-IEET ~ 2. CONTRACTOR TO Rb~ TO GENE':RAL CONSTRUCTION NO'TE& F'ER 51-EETS L-12 ◄ L-2.5 3 , CONlRACTCR 51-!Al.L 1-!AYE A.1.1. CONCRETE AND FLA"TU.k::lRK FCRH$ REV!BLED AND APFR0YED SY TT-IE LANDOCAFE Al=?Cl-lrTECT"CR Tl-IE CWNER'S ~TATIYE Pl=?IOI=? TO TI-E FCUR~ OF AN'!' CONCRETE. NOTIFY" LAt-D5CAFE A!'<':Ol!TECT AT LEAST 24 ~ IN ADYANCE lll-lEN Rc=Glf'OT;N6 ON-SITE SSVEW5. 4. !NSTA.LL 4'' O.D. SDR 35. PERFORATED PIPE li.lm-1 FILTER &::x::K, &LOPE..?% HIN. PER DETAll..tll:1. 51-!EET L.c2k.. OTY OF NOWPOltr 8Eoell BIJllDINGOE\"'<il!MENT ,',, AP??.OV~l OS THESE PlANS OOES NOT CONSTITLFfic'rn,R053 o,fili;>i.lED AUT><Oal<AIIOH TO co.,srnuCT AW 8IJILOJ•G ,. lnOLATiON OF oa INCllrisrSTE>II WIIH THE ORO<NNICES, PLANS, a,o PO!JCIES Of T:-<E-CITJ OF atweoar BEa/oC>, ms 4PPSOvaL OOES NOT GUARANIS! T>IJ,l lHESC fW«; AA, tN All fl<SPECT5 I~ COM;'llA:«:E VIITH CITY. BIJI\Ol>JG lllm <ONING OROlll,\11\:"S PW,S """ ~11.lciES, it'E CITY ca /Hill'"OO!a,>c;i RS 0ER<IES Tl<<f!IG~ll O RE.i,;ia.UNY PS<!IITTEE TO Rl:\'tSC THE BlJIWI! G STRUCTURE 00 llll'ROVcM!o<T AVTH~IZED BYlllliSE· PW.S ,m,;;:,. oumG o~m!R CO•STRUCTION, !f ,·wss,1.lf( 10 C0""'-1, WlTH lHE OR;itllAliCES, PL>•S Af/D ?il'_ICIC, OF HIE r:nrnF ~P-Ol!T 8EAtN, , ' • Frn•JJTIEE'SACSIJO\'l;<cOO"iP"-cNl: __ ~•,mt;· ,~-C· ·_:c:-_ ll•?'.'"""'l tlME. \i':· • ., ,. ·" 4, '·.':,· MASTER Ll&T CON&TRUCTION NOTE& LO e.ITEll.t;:,RK, .,,:;-,;;1' EXl&TIN&aJRS At-D GUTTER, \::'.) PROTECT IN FLACE. :@EXl&TING SIPB.I.IALK PROTECT NFL.ACE. -C§) RES~ FER ARCl-lrTECT'& Fl..ANS @ PARKING LOT FER crvlL e-t7,!NEER'5 FLANS _@ADA ~ FER CJVIL eNCiilNS':'R'S Ft.ANS ·U?~ c.ot:(&IE B-AI lOC1Rt', Co\ CON&lRiJcr CONCRETE M0JJ CURB \t;y FER DETAIL~ 6I-IEET kll '(:;;;\ CON&lrliJcT CONC!=?eTE FAYING "-.::y FER DETAIL A ◄ B 61-!EET kll ~ Fi::NC .TABLE PAD At-0 LAYOJT l(Y FER DETAIL E. 6I-IEET kll C]', FCNIC TABLE ' 61-!ADE 511-:UCTURE LAYOJT ·~·FER DETAIL Q. 51-EET L,-12,_ ~ DRINKING FCUNTAIN FAD AND LAYOJT ''-::y FER DETAll. J, 51-lEET kU. d BIKE~ FAD AND LAYOJT l.f.Y FER DETAL E. 51-EET kll @aoo PAD At-0 LAYCUT FER DETAIL.,H_ 51--EET kU. Q., ~ FAD AND L.~ 1..ATCUT 1il TOT L.OT V FER DETAL ,,I. 51-lEET L:2.i. Q SENCI-!, TR,,:1,S!-1 CAN, AND L.k:.ol-!T F0LE l.AYCUT '=:Y 1il .TOT LOT FER DETAIL I',,. 54-IEET L:.U,_ Q 6ENC,I-! FAD LAYCUT -@ 6A5KETBAll. CCURT ~ FER DETAL L. 6I-IEET L,-12,_ @~~:2~~~~~~-@eASKETBALI. Q eENCI-! FAD,·t ;~ CAN LAYCUT 1il BATTING, c:AGES ~ FER O.:J AIL t::l. 61-EET U.. Q TOT LOT 0JRe ANO aJRFACING IC) F.'ER DETAlt,>t::tt:1/61-EET L:.!k, @sANP soX.'~·~ DETAL m 6I-IEET ~. @~ .J!.~_ TE~ FER O.:JAL id. 51-EET l.,il Q EXF'ANSIOl;-l.~JNT AT SIJL.DNG 'eJFERDETAll.12;."61-1EETLIJ. @LIGl-!T FOLE•·~~·FER DETAll. E. SI-EET L.:l.a,. Q CEFRS%ED ·Cl.i=?S AT FENCING 't.::::;, FER DET Alb. EE.• 6I-IEET l.:lJ.. . . . 3.0 Mt"<E I ANEO,.' @INFELD HD/FER DETAIL.!.!. s.EET ~ Q POST TENS:ION ~AU. o::x.JF!:T V PER DET,<I.L ,2,_' 6I-IEET L.:U,. Q eA5KETeALL CC,URT LAYCUT '(:Y FER DETAL L . $1-EET ~- ,Q, DOG,:;,;IE BA6-D~ Q 'PER DETAL·&·SI-EET L::U,_ Q TOT LOT Ff' leDtF. CURFACING LAY CUT V PER c:£TAL LL. 5!-IEET 1.,:2&. @-~~~~~~!'I~·~: ARCl--l!TECT, ' ' ' 0 10' 26' 40' I s o, z 0 -1--u :z: ~::S I-a Cl) z 0 u o·F¼WN BN.:bw CHECKED MS ,,~ FEBiliJAR\' 7. 2007 JO~NO. 02,035 SHE~T L-1 2 ' ' ·35· ··sHEETS- I I ' ' . . ' •,' ' ' ',',•, ·)c ' ' I I I I I I I I I I I I \ // !/ / ' ,, ' ' ' ' ' ' ' ' ' : I i v ' : : : ' : l "' ! ' i ' ' : I ' ' ' ' ' ' ' I : i ' ' ' ' "' :, ' \ ' \ ' \ "' \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ ' I ' \ \ \ \ \ \ .. ' I \ \ ' \ \ \ I ' \ \\ \ \ I \ \ \ \ \_. ........ -- ,---~,·,_,, . ' -, '•, ·,-. . ::,: __ ::,{·_ . .\ '·':. ,., , .. ,.,.'_ .. ,. /./:i./,:_ :/::"/:. \ ' ,.: ... :: -~-...:-·-i"'. .:.· -·· -' ' •. . ' _, __ .,, -··· ' .. / I I I \ \ I I '/ ,\ I \ I \ I --~. • .. --~ .. -'-:-,:.._ I \ \ \ I \ \ \ ( \ . \.ci. j ~ \ .... " MASTER L ~T CON511'<UCTION N01E5 LI:?-fu-ll/CEK- ®. ~_le>TING QJRB AND GLITTER, _ ~TECT IN PLACE. ® EXl&TING i.lDBLW..K, PROTECT IN PLACE. . 2.0 CCrt&IE MI ll/CBK -~~'CON:Sm./cr CONCRETE MCUI o..lRB ,e; ~ DET.AtL i::;. 51-EET L:ll ~'.~n:,u:;r ~ PAVING ~-!_"ER ajAIL A ◄ 6 51-!EET 1.%1 Q -~ l<l::Ei & f'AO ~:f:El'"! DETAIL 815. 51-ET l.:ll ®:-~;GOAL TE D:'.).l1N FER DETAIi.. ,;ii. 0 ~ aJR8 AT FENCING - 5'-EETkU .,.---te:?·PER c:ETAIL EE. S!-EET ~ . ADOtrlONAL NOTES: L CONTRACTOR T0,143 & :o l=Ql.JIF'l-eNT AND FINl:=>I-! $0-!EDU.E FOR 'MATERIALS, CO!..O!e, FINs-ES, A~ PROD..ICTS FER s..fEET l;.,:U, 1, CONTRACTC'R TC. REI LR ro GENERAL CON$TR!.JCTION NOTE$ PS'<! &I-IEET& L~l.2 4 L-23 3. ~OR e+-!AU.. I-IAVE All. ·CONCRETE AND FlATUJORK FOF<H& REYElLED AND AF'PROYED. -aT n-E LANDeCAFE ~~Ol'~~~~~K:R~~ AT !:.EAST 24 ~ IN. ADVANCE L14-EN l:'Ei?I IFST!NG ON-SITE Ri::-YIBJJ&. .3.0 • MfQiJ I 41:fQ§ @ -~~C~FIELDLATCUTPEl'i!DclAILm S!-EETl.:ll @ ·10' 1-!IGI-! FB-1::E FER DETAIL :ilil... S!-EET l..:M,. ~ 20' 1-!IGI-! !'tNCE FER DETAIL Y 4 Y SI-EET ~ ~ 30' ~IGI-I ~--FER _DETAIL Y J AA S!-EET L::M, @ DJGCUT 6.AlE f"B's!-DETAIL :iLi.Z. s..eT l..dd, e l"'tA!N'TENANCE GATE FER DETAIL y 4 X SHEET L4&, ~ eACKSTOP 1.)J.;;·.,5etA·11.. 96 l CC 5I-IEET ~ AND \::::,) PETAL QQ. $14E:ET·L:,U @) ~'.tL~@Y·~~ Fa.D § eAT RACK A\'~ FER DETAIi.. EE. $I-El'~ .Q FLAYER BENC4,Af D.IGCt.lT '<:::::J PER Dt:'"TAIL:-ff."'~ ~ @ PrTCl-lN:::. RUBBER_ PER DETAIi.. iL ~ ~ § HOME PLATE~~ PEF< DETAIL~ 5I-IEET ~ 8 INFIELD MfX ~ pE'"AIL J.1. 5I-IEET I.cl£ Q FIi EAC'-ER A!'.0--~ CAN l.ATOJT AT eASEaAI.L 'e7 FELD FER DETAIi., ~ 51-!EET L.:2.2, ' .<,;), COAC!-l'S SWrTCI-!, CON'TRACTOF<: SHALL F'ROYIDE 'e)! LOCKING, VAJ:-PAJ.. ~IST·ANT, WATER PROOF-, -NEMA 3R ~;z~;/g;~:llJ~,gi=~-~OALL ~~~=~~~POL.E~ Q ~INKING i=Clk-ITAIN·PS<: FINIS;-hlCHEDUlE,-5!-!EET. L4L_ ~ FNAL LOC,:l,TION'&AALI.. l3E ~ Bt.T lL=t AR0-4trt:CT. ·n. ' -t- 40' I I s I I . "I ' , ' • I z 0 -1- ' ., .. ' U z => <( 0::: ...:.i:I I-Cl. (f) z ·--~ 0 ~u i • ,~- BN.,_C:W CHECKED MG. DATE FEBRUARY, 7, 2007 JOB NO. 02.!135 SHEET L-1.3· . o, 35 ; \· ' '., SHEE:J:S ' \ ., :·,\ ,.-.; -,\. ._._. ' .. " • •, ._-. ' " -, ... , ' .. - ! / / ,- / ._,/,, _, .-,, •' < .---' .. ,_.,:_,/ " _.r r • " ' _ _,-,_'.>·,, ,· .• / •' ' •' ,· • .. ,::,,: -·.: _____ , ___ >.-.,, -,- ~,, ':'• ~o -, l ... _ ... , .. _,.." _.,., j i ' f ' ' ! \\> ( -;~'\' 1$ ,!r,J.f· .• ~--· ,,,-. • -:. ' ✓' • '. ' .... ·'.· . ,:.1;/;;: ·. \~·. ·--_, ,'' '1S';, .. ,. .,, r -., . . ti: .o (J ' ' ' • / .- i ,' ,• . _.' ' ,.'/ I . .... i I/ / // // ' _/ ! // ' . i/ (5 12 ... ----- ,· ,• / .• • '. .. / i ~>, '·>-. . •, . ,• / ' • / • " .. _.,._. • I • .. L ~CR"i b ."'. •'•' "T . •'' ,.,. --• . '. . __ . .. .. . ... _ .J.4.U..R O .. EGlllPl1cNTANDFINISI-I -~~;MAie..~, COLOR5i FO'-iJ&HE$,'AND F'RODtJCTS ~-$16:T Q.t.. . '' •... . . ' ' ,' -" .. '',\ ·,~ • ' '. \-..-v , •· . ,': ' . ,.::}· ••",;-, ' .,--•· \ ," ' '•' .. ' " ' . ·-. ·.' CONSTRUCtiii/N:Nol'Es .. •,: ..• '' ,..,_.. _.: . 0 1..., I ., _c • • 10' ·,_j o.1 .. ·:.'·.:·\< 40' '' _,_ :,d;/,_.,/·. •·;,,' \ ., " ., • .. I z 0 • s~EET~• --,,,:;-. ' :-:v- .: f !, .. .-• A • . .. ' ' .. ' ... ... , . , . .. ' ·>. .. ,, •. ' .. --. .-,.,·:·· :-':-':-'•._' '({'.'-;-'.- ·s":'.." TOTAL ELEVATED PLi\Y COMPONENTS 7 •. ' . TOTAL .ELEVATED COMfONENTS ACCESSIBLE . BY 'RAMP TOTAL .ELEVATED CQMPONENTS ACCESSIBLE BY .TRANSFER . ., ..... ' . '-~•---. ' .• •. '•\. ,• · .. ' . TOTAL ACCESS IBLE GROUND LEVEL COMPONENTS SHOWN TOTAL .QIFF@RENT TYPES OF GROUND LEVEL COMPONENTS .. ;. ' SCALE IN FEET; ' ' . . ' ... \ 0 REQUIRED 0 4 REQUIRED 4 15 REQUIRED 2 12 REQUIRED 2 -· _, -m . -- ' \ I I I ' NOTE: ALL SURFACING FOR MAIN TOT LOT SHALL BE POURED-IN-PLACE RUBBER SURFACE PER RUBBER SURFACING LAYOUT DETAIL ~':"--.,,--------,,......_ . ,/ I -....._ J , ✓ , COASTAL PEAK PARK . ' ' . NEWPORT . BEACH, CA . ... • • ~ . ' ' ... . . . .. ~ .. ' . COAST RECREATION TAMARA WARD SYSTEM . TYPE: PLAYBOOSTER DRAWING #, 13360-1-5 ' lan!~sjape structures- lh·e play° d:irhponents identified on this. pion·, Ore IPEMA certified. The use ond layout of these ,.;ompon:l;l_rit_s .. : conform to the req~1reme _nts .. of ASTM. F1487. ;:-.-_ _.-_.,_,· . .-,)> CHOOS[i'A PRO.TECTlVE SURFACING MATERIAL THAT.\"i-iAS. A: 'CRi'r'ltAL HEIGHT VALUE OF AT -~'.f THE _;8((GHT OF THE HIGHEST ACG_~~J.~LE _P1R:T/FALL HEIGHT OF THE ADi.LA_Q~NT EQ_l))P,MENT. (REF. CONSUMER P~RqQC::T SA.lzEJX·-COMMISSION (CPSC) G~I_QE~INES, c~EGTION 10: SURFACING.) Ac'c:fS\~·;aLE/PfeOTEcTIVE SURFACING TO Bt,;:'AitoMBINATION OF UNITARY AND ._;;,ij\1oos&.:i:1tl MATERIALS . .-::\:?:(PIP ."RUB'BtR & SAND) -.,~':·.:,'.-;,.-;-_,; '_:\':,>· 11.,li! .. ~ Ol'IIIIN llilT DESIGNED BY: ClH ' ' -', : ;,. ' :-' ., ' COPYR IGHT: J_AN ·11 : 2007 LANDSCAPE STRUCTURES, INC. 601 7th STREET stitrii.::·.P:b. aox 1ss DELANO, MINNESOTA S5328 PH: 1-800-J28-0035'.<:SFoliX:,.1"'.76:l-972-6091 . •. ----➔-1":.<~.,-.=:,""\'.,,<" -,.·· -~·: -~·· -~---1 ·:-: ,.2/28/0 1336.Qf}C f , • CLH ' ,:2/27/0 1336/J ::,CA<: CLH '1/13/0 --:-13:'3±6,bi:': <-',j l':'."fl -i ••• ·'". ~-,-C:::l c:H-,-,1 •• : Ddte Previous.,:'Qfa_i,y-i"~g; # -' .' , ...• ~,---.,,;:,._,_ Initia ls EERTl\:!ED ' . . ' . ------"' , ... --•---~----·-. ,__ , .. ,·--· -. ..... ,, ... ,, . .,..,.-.,-.-.. _ ·,, '----,------,-----------,-,--"----------.J..-----------------L---------------..:.---------------L-------------------L_.:._ __ _;_.:.__.:...:...:...:..:..._:.:.._:,__::_::L.:.. .... ..:..:...:...~ .... ::.·,;,., .:. .... .:.:.: __ _,, •• ' •. -:--., : • : .. :\:<-.'_-, ·:-,· ,' _.,.,' ·. ' ' ,.;,.·.:: •, .. . '-•'·'""·'"''• "·-·' . '•'' " . ' " ' '. _;;: :,:,. . .-' ., •; ' . .;, . . ... , '., ; ' ,: : .. " ;·: '' <-\ . ;:,;-. _,; . :: ' ,,, ' . .. . : .' " ' ' ' '. ·-' "· -_ ; . .. ., .......... . DATE· .. -. • JQ~•~/?; a • ' 02.--035 , :i ;: ' . • " ,• ' -., i ·-~ : " . _, l C Pf AN YfBII SCALE• V4""' l'-6"' UJAtER FCUNT-AIN AT TOT LOT SCALE• 1/4" ='.1\0" •• . . . 't er, -'· ' • ' _,., . . • ... ,. ·._·,.~:\ 813Q. 4Ffl;f 'PLAN Vlfljl ·SCA! E= 1/2_~·:: 1'-0" ~ ' . . --~. ' -SECTION= SCALE:, 2" = l'-0" ·-1'""'"' _"!C,lAf'IEIER ' .. ·' CONCRETE . .VALVI:: SOX. .SROOKS MODEL NO. lF'S WrTl-1 CONCREIE LID Wr1trSRi.JT OFF VALVE iN&TAl.l. IN PLANTER.. DRINKING FOUNTAIN. INSTALL PER MANUFACTURER'& RECOMMENDATIONS. A~·60LT6 PER MANUFACTURER'& RECOMMENDATIONS IN CONCRETE SASE. CONCRETE PAD PER DETAIL A 6I-IEET kU To·ooMESTk::: WATER ~ICE. REFER TO CI\IIL FLAN FOR F.o.c. 1 ½ " Pvc· 'SCI-I, 40 DRAINLINE FROM DRINKIN.G FCtlNT A!N. ~FER ro CIVIL PLAN FOR P:0..C.. TO SEWER. '30% REL,ATI\IE COMPACTED ~ ADJACENT 6IDEWALK REFER TO CON6TRUCTION FLAN. EXPANSION JOINT, CONCRETE FAD PER DETAIL A. 6I-IEET b-2,1. i ~ .......____ DRrNKING FqJNT AIN PER FIN1614 SCHEDULE, I .. ~ -----SCORELINE n-F, !O'O" ........._ '-.........__DOGGs!E 6..a.G D16FEN6ER PER DETAtL & 6~1EJ:T L-22, "- ... ,. ,: ·,,-. ,; .. ,, . ,.,--, . • ,t, •. ADJACENT C.ON~_'F.'AD, kEFbR· ro, ~IBJJCtlQN FLAN, . HOLD DCWN FOOTING AS 6!-IO.llN FOR FINISI-I 61..lRFACE. ~--•:·•·i,· . ,;;:---CONr...-Fi:E1E" FOOTING, : ' ' . ' ' ' •. , . ' ••. . ,;. .. - ' 2'-0" BBQ GRU l SECTION ecAL.E, ir.1" "' 1'-0" ,,--ST AINLES6 5TEEL EYE 60LT --, $HALL BE CENIERED IN Bi'qf!Ni;s, :·.-• cciNCRET'E. FOOT-ING.-.=----, F.&:h'ER , rC>:. i"HE : EGlUIFMENT AND FJNIS!--i .:~:,~-_{-2.1 : '-" ;·,'.:.--.-= , -.-.-.. ::•.-:r::.--,:--· :.~: ._·•·-, ,:' . ,,--112, RAPUS,-T'i".FICAL ,---F~161-1:·GiRADE, 3 "·WA5HER NUT ~-90% Rel.ATIVE COMPACTED SlJeGRADE, 2" ~ BO):_T: 6CA1..E' 2" = l'-0" .,_.,,. .... ·-., ..... .. ·-' ,.: -- • . i. PICNIC T ASl.E 51,.!AJ.J.. BE CENTERED AND ORIENTATED AS Sl-!OJJN SCORE JOINT6, CENTEREQ ALONG AXIS AS ~. i/::-~::f ·d ::_:·:::·::·:: =~T iURF '. . . . ' ... '. ' ~ ,--+++."'Ci""l'"•· ·C,a•• •"'•• ."'C· ...• "'C· .·•.,· ¥·.,·•·•··•.,••··•·c,···•··•.,···•·•·s 1cc···••·"'C. ·•••·"". ++1------, .• .L: .. • .... :J . . • .•. -rr . ·~-.. . . . . . . r. -L:.J:. . -'--'-' -"1 ._-.:-:·.:-:-:· .. c.:i;;_·.;2·-:. •. •. -_ ._-. -.• _·. · ._-. -·. ·._.._._-._-.. ~-CONCRETE FAD PER Dr:rAIL A 6I-IEET L-2!. PICNIC TAAi E PER FIN161-1 SCI-IECULE S!-!EET. FJX CONCRETE TASLE TO FINISH 6URFACE W/ ADI-EIVE FER MANUFACiURER.5 RECOMM5NDATIONS CONCRETE FAD PER DETAlL A 6I-IEET L-2.1. ADJACENT FINS-I GRADE (TURF) . . . '30% RSLATIVE COMPACTED SU6GRADE PICNIC TAAi F· P4P ANP LAYOUT SCAI...E, !/4" = 1'-0" . . ' . _:·£ADJACENT FAVING..·REf-ER TO CON6TRUCi'10N·R1fN5, ;· .... •. ·. ' -.. ' ', .. ' • : • ·, ·., . _-. ~ •. : :. ,_· ... ~: \, i'"· --.:)·_·:::/:,'>_: .. ' • ':::,.-.-. . ·,· ... • . . ' +" 6i::diiiattiie&, typ,' . • • • -re----~-~-:~·7 .:.:. -:. ~ <··-~,~+~-~,mc~~AS-~. i. BIKE RACK PAP AND I AY;Ct.lT SCALE= 114" = l'-0" EXf'ANSl:?N JCIINI AI E!IJII PING: --· '.OCA!..£';."j/2"" = 1'0" -·-- ~ ADJAc.Ef;rr Tl.ii:;?i=; ~ f0 cbN&mJCrlON AND PLANTING PLAN&, CONCRE!E·PAD PER DETA[L 8 Sl4EET b:lJ,. FN~ GRADE 90%.·RELATIVE COMPACTED SUOORADE. CONCRETE FOOTING. !-!OLD CONCRETE FOOTihlG DCWN' TO" ACCE'F'T 'FINIS-+ 6URFACE AS 61-1Cl!lJ1\t:. ~-BUILDING WAl.l., REFER TO ARCI-IITECiURE FLANS ✓-SUILDING 6L_.A6, Fs:E.FER ro ARCl-liTECTI.JRE FLAN6 r-CONCRETE.PAVING FER DETAIL 8, 6I-IEeT U FAVIN.G-61--!ALL 6E ½" CU.'ER T!-tA't· TfiE'·aJILDING-FFE, REFER TO GRADING FLAN. • () '--90%1.REL.ATrvE COMPACTED SU6GRADE, . ,,' ,. . . . , ':~,'., ~: • '. coNci~ErifuJ~ ' ,·. -. . •- NOTES: 11. ----><oA MA!NTA!NED ARJeA crrr PARK ---- MOW OJRB 51,.!AL.L SE lN6T Al I ED ON crrr SIDe OF PROPER.TY LINE. y . REFER TO CON6TRUCTION FLAN6 FOR LOCATION. "'" ~-112'' RADUS TYPICAL ~-FINJ51-.l GRADE NOre;, C\ ' ,. ' 1. EXPANSION .JOrNT6@ 20'-0" o,c, ~lt~H IUI"! / MA;i \?a.> 'l.f-1,; ~v 2, ecORE JOINTS -Iii e'-q" o,c, M-lll,l!J?llJM Mllff.. 3, RE!=ER TO EQJIF'MENT AND FINJ51.1 SC14EDULE S!,JEET k&1, SECTION• SCALE: 2" " !'-0" CQNC.Rl=ik CI.JRB·OR EDGE OF •. W.AJ, I -·, Wl4CRC <.?Cet:JR6-, . -. . '. 6CORE-PATTERN AND EXPANSION JOINTS 61-lAU.-SE FL.ACED ON A ·6QUARE. F~~'~,;~~~---~~l_.:_f;9T TO THE WIDTI-1 0'· .. :n-e:LUf.\LK.-X EQJAL6 Y _,'... . < k:8-ER TO"CON51RUCTION FLAN·AND CORRESPONDNG DETAlL6 FOR SPECIAL WALK CONFIGURATION5, ALL ~ L!NE1E><f>AN6ioN JOINT Fl.ACEMEN'r '61,,!AU. 6TART FROM SCR OR: -fiFEC-tAL CONi=iGuRATION6. ~R rO ·or:rA[L -A ·'61-!EET.L,=2J FOR:.&lbeliALK coN&TI<UCTION. PLAN e.cALE, V4" = 1'-0" . ' EXPA!:JS!QN. JOW (E;J.)· SC-Ai F',N.T,&, ·, .. - ' l • '· _-:.:-::-.-~{;-' . _.,. __ ,_ ··-· .... ~ 6AR-@ 16"0.C. EACi-1 WAY, n-1" AT~_.:_- eAW QJT ec:o,;i£ .k:llNT M!NMJM 1B OF~' • 5!..A6 Tl-ltcKNEee t I/lb" UJIDE. / jt3_,6AR:-@ 16" O.C. Si1CI-I llJAY, TT'P AT~ 24'~1.®)M DC!!EL ONE a.p IN 51..EEYE @ 18" 0.C. !ci•f ~~l:)N .i:>JNT w/TH ve," ~ue, TOOlED•~· (TT'P,) ., a._,, .. ,; .. ,,c· . • ' • • > . . ;'.;: •• ;;~:. _.:. :·:.: \ c· . • " ' -- . :·;,•,!, ',\:: .\J ,.,.,, .. ' _. ' ' '·' ... :;~;' ;\'-./ ... ," . ' . ' .. . __ .,, :-:---:··,\·.: ·'· CHECKED •. ' ·: . "' __ , . ' " ,._' ' ' 1 ' ,. ' ·\; • '.· ;, ; ·: ) ' 0 r~CAST Al..1.11'11NUM-FINI.AL ro FIT 3" DIAMEIER. PO$T, FIN!AL ATTAG.-lED TO F05T WITI-I Tl-l'READED 5TUD 4ND 51L!CONE COLOR TO MATCl-4 POLE AND SASE 3" DIAMEIER·l41.UM1NLIM-F05T iNSERTEt'.> INTO WJMEC ZED l.SC! POLE-6ASE (12 314" DIAM} Witl-l CUSTOMIZED 'TRAN5IT!ON 5LEEYE TO FIT W!T14n-.l 3" P05T _,,.....,..--DOue;E SAG DISPENSER PER FINI$!-! 5CJ.4EDULE. CUSTOM COLOR TO MATC!-1 ,,,,,.,..--POLE. 6EE FINl5!-l SCl4EDULE TRAN5!T!ON SLEEVE TO FIT fNTO POLE SASE OPENn-.lG SOLT 6A5E TO CONC-Ri:IE 1-'00T.ING • NO EXF05ED SOLT OR 5CREIJJ5 5!-IALl. BE ALLCWED . . -• FIN15!-i SURFACE. REFER TO DETAIL 8 , $1-!EE'.r L·2.L ' ... ' '--!-IOLD DCWN CONCRETE FOOTING TO ACCEPT FIN!51-l SURFACE AS St-lCWN, DOGGIE BAG: D!&FEN5ER SCALE: 112" = l'-0" NOTE< POST, FITTIN65 AND eox TO BE FAINTED TO MATCI-! FROTEo-1 F5411M34 FINAL LOCATION TO SE APPROYED SY LAND6CAFE ARCl-!ITECT. 3" DIAMEIER ALUMINUM FOOT ,,--DO<::iGclE SAG DISPENSER SOX :;_.,--CONCRETE FOOTING: POLE AVAl.ABLE Tl-!R:OlJGl-4: 1FN ARC!-H'TECTI./RAL 51GNAGE 3411 LAKE CENTER DR Dl5FENSER AVAILASLE T14kCtJG14: ~IE WALK 6AG5 COMPANY 220 ALTON PARKWAY FLAN veu SCALE' 1/2" : l'-0" 5ANT A ANA, CA 91704 7!4-ss.&-099Cl FAX 714-SS0-4008 ATTN: RICK UJO...CICKI IRV!NE, CA 92,!;,0b 949-756-2247 FAX 949-7¾,-2252 ALL FAINTING 5!-!AU.. SE 51-!0P APPLIED. FIELD FAINTING WILL SE PERMITTED ONLY ON TEK MOUNTING SCREUJ5 AND ANY SCRATCI-IE5,-'.l:rP-FANT. 5!-4ALL se ·1 COAT 2·PART EPOX"r' PRIMER., 3 MIL MIN., 11-IICKNE.55, l COAT 2·FART POL"(URETl4ANE FIN161-l COAt··if l:IIL MrN..· T~ FINl&H ·COAT Si-IAµ: BE A~6i41ELD 2 PART POL YURETI-IANE AS MANUFAC1UFaro SY AMER:ON PAINT CO. (714);$29,,1951/ dFf AFFROVED EQUAL·:·,COLOR·~ MATCl-i f'ROTECH F64l1M34. - R " . .. -.:- ~ OF SHADE STRUCTURE 4 CONCRETE FAD :::{r j : ~ :· j ~~iN~' =Afii·?= =·: : : ·-·:-\::::·.::\-:-::>.\:::::.:._:.::~ At:)jA.Q:Nr-5ibEwALK REFER' TO • , ..... -:::.:; ·.-:-: -: -:: -:C.~::_:::}r::.-·. : ,; ~-'--: ~. :· -: -:: -• , ~~~T!ON ~~N ~ LAYOUT. i:r·-:i•-;;\.];:;,_,1-j.· .• -,.-._. &s?s~----~ ., .,,:;',,'·. , •• :-.:-::/{\)-:}.\}/l//:{}-:::·. .,i._ ·.-: ; ., : } \/': ~.-STRUCn.i~.-PtL,Ae,TER, mo. .. +-·•~. til4------- ' .. :', f:i::\_::":/:\ >' '.BeQ. LAY.GXII' ·FER DETAIL' H, :'s-!EET kU- ~""·•·~ ' -Hi l-lf+-; }/ . •. . . . <1. ·-·.·-·.--·.. .. ... ·_·-._ 1·.'. :"-. •.• .. :·.:·:-··:•· OF e+tADE ·.::-::.·:.-/··/?· PICNIC T ASLE6, ~ ABUT EAC!-l OTl:-IER Af.!D. 5l-4Al.:.1. SE•·CENl'EREO AND QR~TAiED A$ 51--!CWN, "REFER TO FIN!$!-l 5C14EDULE FOR MODEL NIJM6ER5. FIX-SENCl-lE5 TO CONC~.FINJS8 .. SURfACE W/ ADI-IEOIVE:"'FER MANUFACiURER.5 RECOMMEND A T/ONS ... ,,•, •, ·.-:-:: ,'l.·'_, . • • . •. 1 . i , •. • • ," ·, i, =-·: TYF. -~-: ~-1~ .. +r· ."·lf:';c·,'.·"~2~.J:.-.:;"F~· ~·:·",". _.·":·.:";-_·~Lt: . .:_.ec:-, -:..·> -~1:c::._:_":_ .. "':;:1::"!.icc··;.c:~.i-.:_;,; • ~"-· _.ce·.,,_.::· lj _'..'. 2· ":"-. 2"~ PLAN Vlflll SCALE' 1/8" "' 11-011 41'-0" PICNit TABLE & SHADE STRUCTURE fAYOtJT • •· •· .• ·-• ...... ,.-.. ' • ' • " (4) 3/4" DIAM...x 24" EMBEDDED 'GALVANIZED, ROD$ ON · 22" o.C. ebL T CIRCLE. EXPANSION-JOINT,, l"r"F- FINl51-l SURFACE (WI-IERE OCCUR$) CONDUIT A& REQUIRED SY OfTE LIGI-ITING PLANO,---" b -#4 VERTICAL BAl-5 #3 TIE$ AT 8" O.C. WITI-I (3}' TIE$ '@ 4" O.C, AT TOP-~- 5CORELINES: TiF: -' CONCRETE PAD PER DETAIL A 5l4EET L-2.1. Tii¼5I-I CONTAINER wm-J,DOMED,L.!D$, TYF. f.£F-ER l"O flNISl-4 sa-e:::::uLE. FINl5H ·GRADE (WI-IERE CCCU~) t--~~--CONCRETE FOOTING, U5E.~ ps,1 CONCRETE,-A '.,·.& ,"~_', +-"°'4~---------'aO% RELATIVE COMPACTED 5UBGRADE. ------------I 2'-8" .;,,;; " , .. " • " ,·s .. 3 CLR,-.t.:'l!bl :e, -·~ VERTICAL SARO :#3.TIE5 AT 8" o,c, .¢bNCRETE FOOTING ~r,l.EFOOT~ . ; .. 'SC.Ai!.E' 1/4" = l'-0" .. -· ... , , __ ' "_ .... \, • • I l:;·n·· --~AR~ vERTICAL ;1t;3 TIE$ AT e," O.C, CONCRETE FOOTING ROUND FOOTING eXf5TING OIDEUJALK PROTECT IN PLACE. Fl AN VIEW SCALE: 1/411 : 1'-o" 1'·3" MIN. EXFAN510N JCllNT ADJACENT PAVING 14'--b'' 1'--b" MIN. f .3" MIN. TRA5I-I CAN$ WITI-I DOMED LID$ FER FINISH 5Cl-lEDULE, lYP, FIX TRA6I-I CAN5 TO FIN15!--l SURFACE W/ ADI-IE51VE PER MANUFACTURER5 RECOMMENDATION$, I/CONCRETE FAD FER DETAIL A_ 5!-IEET L•21. FINISH GRADE 90% RELATIVE COMPACTED SU~ TRASH CAN LAYOUT AT OVERLOOK $CALE: 1/4" : 1'-o" 0 TRASH CAN LAYOUT AT OVERLOOK TYP, . . ·'' "-" I BATTING CAGES PER DETAIL 88, 51-!EET kll- TRA5l4 CAN Will-! DOMED LIDS FER FIN!S!-4 $CI-IEIXILE, ,...,.-P, . ,, -~t:n~~:-~Ap~~:-_~f-~<,_A ;-, -,,. ... ' -··' • . . ,,--~~~T~1N~~07~eIYE +~\--_.c:; -=-'.f7 _ -. c~. :c;,!. •. ·_'. • •. ·.;-:== - -S':b" i,,, . ' , .. ' -. PER MANLIFACTl.lRER.'5 - RECOMMENDATIONO. ALIGN CENTER$ OF ALL 6ENOIES AND TRf,SI-+ C0NTAINER5. N ]~~1~•-o~"~TYP~~-:_------=~~i~~----~1•-0~•~• n-F~;-::-.::[ 4b' ·;..,n ,----BENCl-l'FER f1N5!4_~, n-F'., FLAN v(flll FIX 6ENCI-I TO CONCRETE WI ADl-!ESIVE SCALE, 1/8" " 1'-o" FER MANUFACTURER'o 1'-0" ,...,.-p_ RECOMMENDAT!ONS. CONCRETE F.AD FER: DETAIL A , 51-!EET .L=U "-SENCH ·AND TRA.$H CAN I AYOJT AT BATTING CAG,EO scALE, 1/S." = 1'-0" _,,--FINJ51-1 GRADE -----~ RELATIVE COMPACTED $.JSGRADE. BENCH PAD AND TRASH CAN LAYOUT AT BATTING CAGES . . ' . ' 2'-o" ·-··-·-. ' ,,--- ~.jL cl .-. FLAN VIEW SCALE: 1/411 = 1'-0" FR.ONT OF 6ENCl4 51-!ALL SE PARALLEL TO EXPANSION JOINT. .. _-, ·. ·:-', . ·_ E>(pAN610N JC)JNT '-· ADJACENT PAVING. REFER TO CONSTRUCTION PLANO. ~ CAN WITl-4 DOMED UD AND BENCl-4 FER FIN15!-1 ~ FIX TRA5I-I CAN AND CON(...RE IE 6ENCI-I TO FINl5!-I SURFACE W/"AD!-!E5JVE FER MANUFACTURER5 RECOMMENDATIONS. . C?NCRETE FAD FER DETAIL A 51-IEET L·2.I, F/Nl5!-i GRADE L :K ~5CORELINE. Ea.lALL Y DIVIDE-FAD. 1, 12,-0" /1, / CONCRETE PAD FER DETAIL A 51-!EET L-2.1. +1--~'-----. / -,-'"---..,/</1/ ~-- _·.:·-~·-: ·:-:.·_ -·--·~.:,_-· .· _·."·.-:-:'¥·· ::•."·!··--. FRONT OF SENCl-4 SHALL SE PARALl.EL W!Tl-4 ., -·:-I/ EXFANOION JCllNT. FLAN VIEW SCALE' 1/4"" l'-o" _J .. ) · .... ·,7-.:-.:-: . . . . . .· ... . •. ·.'· •. . . .•. ,----SENCl-4 FER FIN15!--l SCI-IEDULE, FIX CONCRETE BENO-! TO F!Nl51--l .&JRFACE W/ ADl--lEOIYE PER MANUFACiURER.5 RECOMMENDATIONS. BENCH PAD LAYOUT AT 6A$KETBAI I CCURT SCALE• 1/4": i'-0" ,--CONCRETE PAD FER DETAIL 8. 5I-IEET l,d.!. FIN!S!-4 GRADE -..__ '90% REL.ATIYE COMPACTED 51.JSGRADE BENCH PAD LAYO.UT AT BASKETBALL COURT ,--------,--LJG14T POLE PER OITE LIGI-ITING FLANS. r--5CORELINE. ALIGN WITl-4 SCORELINE IN ADJACENT WALK, . '. . ., CONCRETE',FAb PeR-DETA~-,8 e+lEET L-2J, RAD!U5 TO MATC!-1. ADJ; SIDEWALK' RADll$. • . • : ' . ',,.. wrr14 EXFAN&!ON JD.if,,#; TYF . PI--AN Vlfl!J ECAL.E' l/4" = l'-0" . ,· ,. TR.c:1,$14 CAN U,/rrl-4 ooMED LID AND SENCl4 FER FIN614 , $Cl4ECULE, ·:F.IX• TRA$-l•'CAN AND CONCRETE SENCl-4 TO FtN!S!-4 SURFAcE W/ -ADHl:OJVE FER MANUFACTURERS RECOMMENDATIONS~ -• • ., . '• ' CONCRETE F4D PER DETAIL A 5l-4EET L-2.1. FIN!S!-4 ~: SENCl-l, JRA5H CAN, AND LIGl-lT FOi f L'A,YCtJT AT TOT LOT ec.Ate, 1/4" ~ l'-0" BENCH PAD TRASH CAN AND LIGHT POliliEc'l:AYOUT AT TOT 1:.IDT ,.,,: .. \',';";;: . ,-,; . ,,.,:·,,• ,----------Lk?il-IT POLE -~\srre LIGI-IT!NG: PLAN&. ,,----SCORELINE. AtfciN WITl-4' ecoR.EL..!NE IN ADJACENT'"WALK CONCRETE pAt{."f.>ER DETAIL 8. 5l-4EE1" L·2.L RADlJ5 TO MATCl-l ADJ. $!DEWALk'RA.Dll.J5. FLAN Vlflil SCALE, 1/4" = 11-0" -~· ~-·-:·.~ ·-: --FRONT OF BENCl-4 5l-4ALL SE" f>ARAU..EL WfTI-! EXFAN610N JOINT, ~gi= A~~GL~ ~~~fri=,~ACENT "-'--EXF'AN6/0N JOINT '--~-ADJACENT PAVING, REFER,TQ -_CON&TRUCTION PLANS, ..,......----SENCl4 PER FIN!5H SCl-lEDU!::E,::F!X CONCRETE 6ENCl4 TO / FIN/51-1 SURFACE W/ ADi-lE$!'1E. PER MANUFACTURER$ RECOMMENDATION$. • •• ,-• • , . __ CONCRETE FAD FER: DETAIL A 51-!EET L:U FINIS!-4 GRADE 1."" -._ •.• ·.--: :~-. ·-, ..... •• ·" ., ..... • .. •' ·, .-. -<'¢~§it¾~~~~ ... ' ,;~.>~A@~~~\,t(Jfj$"t--" ·" ' . 90% REL.A TIVE COMP AC"f"EI'.): 'E¥-J6:Gf?.A.DE BENC!-1 FAD AND ur::i1-1TP61;.E LAYOUT AT TQt LOT -~l;it·e,· V4 ~' = (-O" ' -AS-BUI • • ;:;,•c ., ····:,, ---,-.. ,. ;,_ .,,-..c .. ,:,, .--.-... • •. , . ·,·_. '::.c:.~;:,:.<:_; •- ' r . : ': i I -;7-9!, .. OATE,·, . ,: . l•l?s.2 · -·• ·,._,. .... ;_,· ,·- :: .. .OF _ 1 u TYP, T GENERAi CONSJBUCDON NOJFS· GENERAL 1. All cons\rudion ond worl<monshlp shall e<>nform to the 2001 Collfornla Bulldlng Code. 2. lheoe notes shall be used In eonj,mcllon with the plons ond any discrepancies shall be brought to the olten\lon of the Land,cope Arch;ted. J. Contractor must checl< oll dimensions, fromlng conditlO!ls, end site wndilions before storUng work. Landscape Architect shall be notified Tmmediotely of any discrepart<:les or possible deflclencles. 4. conditions not speclffcolly shown shall be constructed slm~or lo the details for the respective materials, 5. The drawings and speclficot!ons represent the finished struclur<1. All broolng, temporor)" supports, shoring, etc. Is ;he sole responsil;ilily of lhe contf<lctor. Observotlon visits to the Job slle by the Archl\ect/£nglneer do not Include onspection of con•lruct!on proce<lures. Ths contractor is solely responsible for all construction methods and conditions at th workslle. Theso visits will not be construed as oontinuous and deto1ed inspectiMS. e. Design, moterlol, equipment, and products other then those describ!j(j below or indiocted on the drawings may be consldored for use. provided prior approval is obtained from 11,e Owner, Londscope Arehltact, ond the a;,plie<!ble govemlng code authority. JESTS AND INSf'EClJONS l. Contlnuoos lnspeol!on by a reglslered deputy Inspector ls required for all field welding. high 3lrenglh bolting, post-tensioning, concrete wah o strength grealel-lhon 2500 psl, and masonry where noted on tho plans ond doto1s. The extent of such inspection shall conform lo Chapter 17 of the Uniform Building Code. An offldovlt $hall b~ Issued lo tho Arohitect/[ngineer ond tho Building Oeporlmenl ot !ho ocmplotion of each t)Pe of work $toting whether tho work was Ir, conformonce with the opprove<l plons and speclflco\Ton•. Concrete inspection moy be limllml lo slump tests. compression \eots. and /n$pocllon of pieced rebor. 2. The following items require Inspection by o l!Censed Oeputy Inspector: """ "' ,, Concrete v v (3000 ~•I ond hlnher\ Concrete Block v Epoxy v FOIINPATIONS 1. All existing fill soil and disturbed noturol soils ore to l>e e><eovoted and replaced w1tl1 prope~y compacted flll. All foiling. bockfolling, recompoellon. etc. Is to bo occompllshed only under the sup.,,,.Sslon of o soils engineer. 2. A]I e,covotlons are to be inspected end approved by o ,Solis Engineer prior lo the placement of any ooncrelo or reinforcing steel. 3. Footin!J" ore to be carried o minimum ol 1s• Into firm undisturbed nolurol soil or approved compacted fill. 4. Design bearing pressure Is 1500 psi with a JJ)'l Increase for seismic or wind loading. 5. Relotl~y non-,,,.ponslll<! fill shoold be us!j(j In bocl<fillfng behind wolls. All wolls shall be adequately shored during the bod-:fill op<tNlion. See geoteci>nicol report for backfill roqulrements. e. All excavations, grading, compoctlon, etc. shell bo ae<:ompllsh6d and performed In ocOordonee with the Soils Report as prepared by NldG Geolechntcol Inc. Project No. 98048-23. ,. doted Oecember 2$, 2006. This Soils Report end addendum is hereby mod6 o port of th6se General Noles end all recommendotlons oonlolned \heroin sholl be c,onsldered as mSllmums. Toe contractor must verjfy \hot \he plans hove been revie""d by \he Sols E'.nglnoer prior lo start of conshuctlon. OONCREJf 1. Unless noted othe,..,ise, oll ocncrete sholl attain o minimum compressive. strength of 2500 psi at 28 days. * Concrete for post-lens1on basketball court shall ottoin a strength of 4500 PSI with a maximum waler cement ro\lOJ'l of .45. 2. llgg;egotes shall be noturol sond ond rod< conforming to AS1M C33. 3. Cement sMoll be Portland Cement conforming to AS™ C-150. T)Pe V, low olkoli. 4. Woter oholl be potoble, clean end free from ln)J~ous omoun\s of oils, ocids. olkolis. solts. orgonk: materials, or other substances !hot moy be deleterious to concrete or reinforcement. 5. .._dmix\ures to be used In concrete olloll be subject lo prior approval by the c'.ngineer. 6. Maximum permlssihle wot.,....cemenl rotlos for concrete when strengtl1 data from trial botchee ore not o,oiloble shell conform to Tobie 4.5 of .._Cl Stondord 318-95. Mo>dmum slump shall be 4 inches for slobs, ond 5 inches for footings .. 7. Concrete shell be cured while In o moist condition for al least \Ile first 7 day., ofter placement. Methods for accelerated curing shall hove. prior oppro><ll of the Engineer. 8. The following minimum clear disl<>nces between reinforcing sto~ oM fooa of concrete shall bo maintained unle.,, not~ otherwiM: Slobs on grade .................. , ...... Center of slob Concrete below grade, formed .................... 2" Concrete below grade, unformed (poored O<)Olnst eorth) .................. 3" Concrete exposed to weother ................... 1 1/2" 9. Pipes may poss throogh structural CO!lcrele In sleeves, but sholl not be embedded therein. Pipes or duets exceeding one-th!rd the slob or woU lhlokneM shall not be placed In \he slruclurol ocncrete unless spoclncolly detoied. 10. Provide 3/4" ohomfers at all Ol<posed eorneni. 11. Refer \o londscopo orohlteoturol drawings for reveals, oreos of lex!ured concrete or speclol finishes. Items required \o be cost Into concrete. curbs and •lob depre•slons. 12. .._II concrete shall be vibrated. MASONRY I. All masonry shall be reinforced grooled masonry (fm' ~1500 psi used half stresses in design, unless noted otherwise on plans and de\olls). Grout solid ell cells which contain rebor. bolts, etc. Grout solid oil cells below grade. See USC 2105 for quollty oSlluronce requirements. 2. Mortor shall be T)Pe 'S" mixed in tho proportion of 1 port Portland Cement to 1/2 lo 1/4 ports lime putty to 2 1/4 to 3 times the sum of tl1e cement plus lime putty ports of sond. 3. Grout shall olloin a mlnlmum ocmpress;II<! strength of 2000 psi ond shall be mixed In proportions of 1 port Portland Cement lo 1/TO port lime putty to 2 to 3 ports sond to o mo•imum of 2 ports grove.I. All grout shell be vlbroled. 4. Aggregotes for mort<>r and grout sholl be noturol sand ond rock ocnforming to AS™ C-144 (mortar) and C-404 (grout). 5. Cemool shall be Porllond Cement conforming lo AS™ C-150, T)Pe 11/'I. • 6. All conerele block sholl oonform to ASTht C90, Grode N-1. 7. All re]nforcement, bolls, etc. sholl hove o minimum grout . ocveroge of 3/4". 6. Unloss opeclficolly shown clhorwise, oil concrete block ond brick shall be lold In runnlng bond. 9. 1111 rebor shall be poslti,,.ly h"3d Into position prior to pouring groot, All ""rtleol foundation dowels shall be straight and st>oll be positioned in center of block cells u.n.o. on the details. Addltlonol bo"' shall be epoxied into footings. If n~eded, ..tiere mTnlmum tolerance to cell well lo not maintained or-dowel la not positioned correctly. All ll<!rtlcol rebor shall be one piece full height of woll, u.n.o. BEINfOBCING STEEL '. lo lhe 2001 CBC and the 8. The soils englnur shall write a lotter confirming \hot the foundollon All cons\ruc\lon sholl conform latest edition of AISC. •• plan. grading pion end speoificotl<lns hove been revlowed ond lhol 2. All pipe shall oonfwn to ASn.t A53, Grode 8 (Fy-35 !t hos been determined that the recomm6fldolions In tho oo! KSl)u .n.o. report o,e properly Incorporated Tnto th~ plans. J. All steet Including connectors, shall be hot dippod "A memo Is requlred from lhe geotechnle<!l/clvil englneor for SOIi golvonl,ed. Inspection ond recommendations of footings depth and e,covation. The gectechnlcol/cM engin,..r or engineering geologist 4• must stomp/sign the memo.-· All bolts, nuts, etc. shall conform lo ASlM AJ07. CONSTRUCTION NOTES A 2'-o" IN51DE RADUS CUTSIDE RADUS BCR 12'-011 21'-0" _9 ~ 57'-0" 0 • .. D rcP. -12"><8'' DEEP (~OLE LOG TION 1 ___ 4 ___ 0 4<---l "-. t, I • ' I 57'-0" BAS KETBALL COURT LAYOUT & STRIPING PLAN DESIGN CRIJERIA Allow soil beo,ing pressure -1500 psi (increased up lo JOOO psi) EquTv. fluid pressure -40 pol -(ftot bod-:fill) (using select backfill) -65 pcf -(sloping backfill) Cooff. of friction -.35 llllow passive pressure -360 pc/ (160 pcf when combined with friction) -130 pcf for doscendin~ slope In front of wall (65 pol when combined witl1 friction) Surcharge •lob w"3ght + 100 psi live load Wind Speed -70 mph Wind Exposure -C Oistance to Newport lngelwood fault -> 5 km -.22 wt EDGE OF PAVEMENT, TYF. BENC!-1 AND CONCRETE PAD PER CONSTRUCTION PLAN EXFAN&ION JOINT SJDEUJALK FER CONSTRUCTION PLAN SENC!-l TRA&!-1 CAN W!TI-I DOMED LID, AND CONCRETE PAD PER CON&lrillCTION PLAN EXPANSION JOfNT PLAN VIEW 6ASKETB41 I CQJRT 0 NOTE, &iRIF'ING TO 6E WHITE LATEX-ITE UNE PAINT OR APPROVED EQUAL.. ALL &TRIF'ING TO SE 2" WIDE UN!..E55 OTI-IERW!$E NOTED. .SURFACING TO SE LATEX-ITE OR APPROVED EQ.JAL.. COLOR TO SE LATEX-ITE DARK GREEN .SURFACING TO 6E LATEX-ITE OR APPROVED EQ.JAL, COLOR TO ·SE LATEX-ITE L!Gil-lT GREEN 6A&KETSALL SACKSOARD AND &uFFORT POLE FOOTING PER DETAIL &-7 Sf.lEET L-2.3 AND PER FIN l&f.l &CI-IEDJLE, DIMENSIONING OF &TRIPE& AND Tl-!E COLOR LAYCUT I& TYPICAL TO EOTl-4 I-IALVE6 OF Tl-IE COURT. SURFACING= TO 6E APPLIED 6-Y A CERTIFIED IN&T Al I ER PER MANUFAC1URER'& &FEC1F/CATION5 AVAILAeLE T!-IROUGI-I: LATEX-ITE (eoo) 874-SOSS OR APF'ROYED EQJAL CITY OF NEWPORT MACH BUllOING OEPARTMENT APPROVAL OF THESE PIANS OOES NOT COHSTITUlE EXPRESS OR !MPllEO AU1"GRIWIOH 10 COOSTRUCT AfiY 8Ull01HG IW VIOLATIOH OF OR IHCONSIS!eHT l'JITI! m: ORDIN:..sces. FV.llS. I.NO POLICl<S °" rnE CITY Of NEWPORT Bf.AC!<. THIS APPR()vAl om;s NOT GUA!WllEE THAT TH<SE PlAUS ARE, Ill ALL RCSPECTS. IH CO!\NJ:..~C!: WITH CITY. BI.IILOlNG. kSO ZO~ING OllDl~GOS. Pl.ANS A.~0 PO\ICleS. T~C CITY OF ~CWPORI ScACH R£S<RVES TI<C RIGHT TO REOUUl£A."N f'ER~lllEE 10 REVIS, THE BUllOCSG SlRUClURe OR IMP;\O'/eMel/T AUIH0.'lQe0 l)Y 1HESE PIAAS s:FORE. OURl~G OR A.fl.it co~srnucno,,. If ~eCESSAA\" TO COW'lY WITH THE OS~IUA!iCES. PlANSAND POLICIES OflHii CITY OF NEl'll'O!!T B~CH. PCRI.Ulle"fSACll.l!OWlEOOM.\NT, _____ ---------(\;IGfllllUR!') Sl[il<ATI)i<l," om *"'IP' .,. -----~4,,M=·~----"_:,~vo1sw9 /z-4loi s FLAN VIEW 0 TYP. EXTERIOR TOP Of" GRllll' ~ "'""' 1/2"11 STAAND N X ·.·, , .. =1 4------.:~J. :==-t:=-'-cc'-'~~f~~ ro "'"' 1~{ OOITOM OOJE H. N.T,$, G)cRACK CONTROL JOINT (CCJ) N,T.5. r-::'·'· = ' I 1/2" ,J STRA.ND FORMEO V-GROOVE CONTROL JOINT NOTE IF SAW ClITTING IS USED TIMING IS CRUCIAU 0 TYP. CORNER$ N,T.5. / -6'-0" MIN. "lRANSmON CURVE @ .._lL CORNERS TYP. U.O.N. ~·-•-·-· ·-·-·-·-·-·-·-·-·-·-·-·-·-· ·-·-·-· . " SE£ PIAN FOR lAYOUT & SPACING Of CABLES 0 BASKETBALL SUPPORT POST FOOTING N,T.5. " (4) 114 ~. f'F<OVCE. oo• 1-k:lOK AT "'" ~ 114 Tl$ ii 12' O.C. WI (3) 114 TES ii 3' O.C, AT TCP 101·~-10<•-,· 1,,, •. ,. ,.,.,.... ,..,... '-'._,.. M !/I• /1,j. l/r"/1,j. </:l'il.l l~' l>t' tJ I/A" <Ill·"'" ""'"""' ,._...,,. .... ..,,u--,.,...,.ou, n,M1 I I I I .. .... M ,;;• BLU-1'U• I I l #4 AT 12" O.C, AT MID-DEPTH 2 04 b' o" - I 7 I il!---1-f--f--+-+-+-+--l--+--+--+---+-+-+---+---+I I --1---l-----+. ' ' -c I I i-+·-+---,-r K QONTRO J: !NT I I .JYe· ~e--t=,' !.:::-. I I ~94-+.. +-+--, -+--H-1--+H NOTE , #4 AT 12" O,C. AT M!D-DEPT!-1 _J POST TENSION BASKETBALL COURT PLACING OF STRANDS AND ANCHORAGES I. lAYOUl 8UL1!1!00 a-, lOCA.TING 1"E: CEITTER Of" THE: SlfW«>S PER o,~ ON rne: SIIW'O P!J,l<. (NOil:, BV~HOO ootS "01 HAVE 10 BO l!PACEO lAIE!!IUY. nta!i: IS 00 lE"SION ON THE 10,00,,S UITTIL AFTER THE ooi«:Rm: !$ PO<ml:0). Z. V-'RI< tOCA.TION OF l"Ol'o'OUAI. N<CIIOiW,ES i\111> l!RR.L A J/<. ow.ETER l!OL[ I~ BULIO!E<D UfllESS l!OTEO 01>1!:!ffllSE. J. LAY N.L SIW<NDS Ill 0>1( OIRECT\QII. !HEIi V,Y N.L SWJ<DS I" lHE P£1ll'O<l);cOIAR OIRE:CIIO". 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Y/;;)--(2) ~ REBAR CONTtN.UOJ5 V::r-SO% RELATIVE COMPACTED 6U6GRADE FLAN ,ft:.J.---CONCREiE: HEADER i,/~5CORE· JOINT, TYF / 1--~ ,,--EXFAN&lbN JO!NT , ' \ 1--=-T'i----GAL VAN/ZED POLE ' "---CONCRETE FOOTING BELOW SCALE: N.T.5. ............ ········~-. "-~ GAL VANJZED C!-IAIN LINK FA6RIC , b GAUGE WIRE, 2" +--•-•-0~"-__,:~_S_'_-0_" _ _,,,1,/ ME6H, KNUCKLED SELVAC--E AT TOP AND BOTTOM. r 1 1 GALVANIZED DOMED POST CAP, TYP. i,i • ' -' @ -' ,:,, ••. • '· ' ·:.o ". ,'9 . ' 0 N ' ,'\ u ' ,9 ~ DUC.-ctlT GATE ELEVA:i:IQN SC.ALE:¼"" l'-0" I, ,, --GALVANIZED TOP RAIL REFER TO FO&T SIZE &C!-4EDULE. ··_-GALVANIZED 11'-!TERMEDIATE RAIL~;>, Tr"F. REFER TO POST ,_. ~lZE 5CI-IEDULE.. --IN6TAI..L Tl-!REE (3) GALVANIZED 1-HNGE& WITl-l %" BOLT$, NOTE: ALL FENCE 4 GATc COMPONENTS 6!-IALL SE GALVANIZED. .. -'•:-,"" .. ' ,, ,. ·, .. ,-___ ,., , ·.' ' :; i,i • • ,<,-~_10_'-o_"_o_,e_, _M_A><_'~-;,-"-~ GALVANIZED Q-1.AIN LINK FA13RIC -6 GAUGE WIRE, 2'' ' 1 / MESI-!. KNUCKLED SELVAC:E AT TOP AND SOTTOM. GALVANIZED DOMED POST CAP, TYF. --GALVANIZED TOP RAIL REFER TO POST SIZE 6CHED.JLE. / %" GALVANIZED STEEL Tf.?jJ6S ROD t TIGHTENED AT, 6EGINNrNG, END, t CORNERS (BOTl-1 DIRECTIONS) GALVANIZED INTERMED!ATE RAILS, TYF. REFER TO POST SIZE 5Cl-4EDULE.. GALVANIZED END, CORNER, OR UNE POST. REFER TO FOOT 5!ZE SCl-fEDULE. / GALVANIZED 51REla-m BAR SAND, rrP. GALVANIZED BOTTOM RAIL REFER TO POST 5JZE SCl<EDJLE FrN!SH GRADE/6URFACE NOTE: ALL FENCE COMPONENTS 61-!ALL J3E GALVANIZED. I ~"--CONCRE\E FOOTING SEE ENLARGEMENT DET AtL SELOUJ. 20' C!-IAINLJNK FEN.CE ELEYATION SCALE:½": 1'-0" 1'-0" ,,--GALVANJZED FENCE POLE -f<EfER TO Pd5T SIZE SCHl:DU!:.E _•,:, . GALvANtiED CfiAINL!'r-{K FENC!: -SET qN rNSIDE OF 6AU.FIELD :r-GALVANIZED 6qTTOM RA1i.. 112" RAD TYF. F.6. ORF,$;, INFIELD.MIX OR 1URF 5EE CON&TRUCT/ON FLAN {2) #4 REBAR; CONTfNUi::'.:US '30'.6 RELATIVE COMPACTED 6UBGRADE • ,,-CONCRETE 1-!EAOER &cORE JOrNT, TYP EXFAN&ION JOINT GALVANIZED POLE CONCRETE FOOTING BELO.U 20' Cl-!AINLJNK FENCE &E::CTION SCALE'½": l'-0" FLAN 20 • FOOT FENCE 0 ' Q 9 0 , .. -.. MAINTENANCE GATc $-EVATION ~:'.11-E,-¼" = l'wO" • I0'-0° O.C. MAX. 1 ✓-GALVANIZED C!-IAIN LrNK FAeR!C ~ b GAUGE WIRE, 2" / MESH, KNUCKLED SE...VAGE AT TOP AND 60TTOM. GALVANIZED DOMED POST CAP, rrP. --GALVANIZED TOP RAIL REFER TO POST $1ZE 6C!-!EDUL.E. G'ALVANiZED INlERMED!ATE RAILS, rrP, REFER TO Fe&T 51.ZE • SCf.lEDULE·. T/415 RAIL $HALL ALIGN TO Tl-lE MIDDLE RAIL OF ADJACENT. 20' FENCE. ~,,,--!N&TALL TI-IREE (3) GALANIZED 1-!tNG:E& EAC!-1 SIDE WITJ.:.I %" SOL TS. GALVANIZED GATE FORK LATCI-! ASSEMBLY. GALVANIZED CA.NE FIN (ONE SIDE}, 7 -GAL.vANIZED 1" tuBE 5TEEL &LEEVE SET IN 'FOR'-&ToNE' ANCJ-.!ORTNG ~T. Ji" GALVANIZED KICKFLATE. NOTE: ALL FENCE -4 GATE COMPONENTS 51-!ALL SE GALVANIZED. FOOTING-FER-[;)ETAIL.:F.QR .20' FENCE AND PER FENCE FOOTINGS AND FOOT/RAIL SIZE ~LE. ·~ w ' ' GALVANIZED Cl-!AIN UNK. FABRIC -b " ' • • GA.l..16E WIRE, 2 MESI-!. KNUCKLED SELVAGE AT TOP AND OO'TToM. COACl-!'6: S.UITCH ENCLOSED IN A VANDAL RE&'l&TANT LCCKING SOX (llJl.-!ERE OCCUR&) 6EE fRR!G-ATION FLANS. r--GAL.VANIZED TOP RAIL REFER TOFd&T /. $!ZE 6Cl-!EDJLE. C0N1RACTOR &!-!ALL PROVIDE CONCUfT, &LEEVING AND LOCKING BOX FOR S.UITCH. I0'-0" O.C. MAX. • t 1 ! ! ! l i ! u GALVANIZED DOMED POST. CAP, TYP. GALVANIZED END, CORNER, OR UNE POST. REFER TO F05T $IZE ecl-!EDULS GALVANIZED INTERMEDIATE RAIL REFER ro POST $JZE SC:i--!EDULE. a,/-GALVAN!ZED 51RETCI-IER 6AR 6AND, rrF. GALVANIZED SOTTOM RAIL REFER TO POST 61ZE 6Cl-!ED.IL.E. FINIS!--1 '=!RADE/6LIRFACE N01E: ALL FENCE COMPONENT$ 6HAL..L BE GALVANIZED. k?' Cl-!AINLINK FENCE ELEVATION SCALE:¼"= !'-0" CONCRETE, FOOT~ 6EE ENLAR~T DETAIL BELCW .. GALVANIZED FENS:~·FOLE -~ TO F$t.,s1ZE SCHECtlLE. .' : \,., {2} ;1:4 REBAR CONTINLICtl6 90% RELATIYE c.oMPACTED ·sti·~ • '•• ··.. . • '.'··•,:;-:. ,,• ', .,•·:, " ., CONCt:>~·,,;.,, ,,r-=oe:, /. r-.,.;..'.!':'i,~rs. , ' ' ' ,,,.-6CORE JOINT· TrF EXFANSiQN.,~INT ,~-C::ALVANIZED POLE " m J--..,,,-,,__ CONCRETE. RX)TING ·BELOW 10' C!-IAINLINK FENCE SECTION OCALE= ½" = 1'-o" 10 FO OT FEN CE. • -' FLAN $CALE, N.T.e. FENCE F'OOTIN65 AND POST/RAIL SIZE 6C!-!EDULE ,, ' ' ,' . .................. ,. .. CLAGS NOH. DIA. LB51fdbT FOOTING- DEFT~ FOOJ:ING . . ' '. IA 8' UNE POST IA 0' END ·Po&T IA 8' CORNER PCE>T IA 8' TOP 4 i30TTOM RAIL IA 8 ' INTER.MEDIATE RAIL ' IA 10' LfNE POST 1A !O' END POST IA IA 10' TOP i E!OTTCM RAIL IA 10' fl',,(f'ERMEDIATE RAIL IA 20' LINE POST IA 20' ENO POST IA 20' CORNER ·pasr IA 20' TOP -4 BOTTOM F'..AIL IA 20' IN~M$:'IATE RAIL IA 30' J.-!OODED BACKSTOP .• pC.e,:r - IA: ' 2 ½" 2 ½" 2 ½" 2 ½" ' ,, s I½" 3" 3" 3" 1 ½" 4" 4" 4 " l ½" I½" 3." DfA~IER 3'-0" 3'-o" 18" 18" 2.7 18" 1h 18" 1h 2.7 10.8 18" 18" 18" 2,7 19,0 24" 1h ,' ' ' " ·& 0 " 8 " ~ • ' I ~ 0 ,; N 8 JJ II <'.·:·,, • ·-'.':: ;'. . ,; <. .-,. • '. ', • '-•······•·<'-- FER FLAN SECTION ··- SCALE: l" = l'-0" ' : .. ,. . . ~ . '• . •. . . ... . ;, . ," \y 1 ' CONCRETE r-INFIELD MfX W/ 5TA6ILI~ FER. FINI$!-! ec!-1EDULE, --FINIS!-! GRADE . ·. ---: ; •. .. ' .. -.. ·-•:' ., .. -,, -. ,._ ;, ', ·' -. ;,;~\~ <(\1/, '\1/' . .,,, "'--~RELATIVE COMPACTED $UBGRADE R8'ER TO DETAIL QQ, 514EET ~ FOR fNFELD MfX LIMIT&. SECTION .&CALE:. I" = 1'-0" PITCH'l'NG RUBBER +-h--' "-+-"" '\>c ,_ r . . ' '.' • 1'-3" aA5E 5ECT0N ' ' ,, --:1'-3" HOME PLA!Ei ~CTION ~-6 A5E, SEE-FIN!$!-! 5CHEDULE FOR MANUFACTURER: AND HODEL NUt-eER ~-iNF!ELD MlX, REFER TO DETA IL QQ. 5HEET 1.:2.1. FOR INfELD MIX LIMITS. r-FlNISHGRADE --._ __ GRCUND ANCHOR SEE" FNISH SCHEDULE FOR MANl:IPACn.lRER ANb MODEL. Ni.lMSER. '-'--CONCRETE FOOTING FER MANUFACTURE!<!. e,F-~!FICATIONS, "----SO% RE!,ATM= COMPACTED &JS<:.:!RADE. ,--HOMEPLATE, 5EE FlN151-! 5CHEDJLE FOR MANLIFACiiJRER AND MOD1;L NUMSER. ~-4" INFIELD MlX, f<EfER TO DETAIL 00.. SHEET 1.:U. FOR tNFIB.D MlX LIMITS. ~-FIN!$!-! GRADE --,__ ___ 6EYELEDED6E BELOW GRADE. ........ ~~~~~LE .. F.OR " ... '-----CONCRETE FOOT!NC:: PER MANUFAC!llRER. 5PECIFICATION5. "-----~o RELATrvE COMPACTED 51.Ja.GiRADE, c:;,uc;,ouT pa.;: CON&TRUCTION F LAN AND DETAIL 1212, SI-IEET ~- _9 N <l I ' I <l 61 5AGHER AND TRASH CAN LAYQJT AT BMfBAt I l=]FI P &CALE, 11e" = 1'-0" BA.&EBAU FIELD TRA$H CAN wrr1-1 DOMED L ID FER FIN161-! 5CI-IEDULE. ,,--CI-IAINLINK FENCE. RE!=ER TO CON&TRLJCTION F LAN. BLEACI-IER.6 FER FfN151-1 &CJ.IEDUU;. GG BLEACHER AND TRASH CAN LAYOUT AT BASEBALL FIELD . ' ;_ ,- FF ' ' SECTk:>N e,e,AJ...E, %" = ]'-0" .... ,., ' . ·.; ' PLAYER BENCH AT DUGOUT ...... , .. , . . . • .... I ' .... . F'LA~·f?ENCl-l. REFER TO coNeiTRLICTION: PLAN.. ' . CI-IAIN!iNK: !=ENCa .REFER . : rd -c:6N6~T!ON· Pi.AN.. ·-. ' •, , .. . . . . ,,-EXFANS~·i.l::>/('IT; TTJ;,: _ ' FINISH 61.ffACE, • REFER TO r-coN&nalCTION PLAN,.' _':l0% RELATIVE COMPACl'ED 5!.IBGRADE, CONCRETE FOOT!NG FEfo! L.LJ------------MA1'lJFACTui<iiRG SPECIFICATIONS. J POLE FCOT!NG REFER TO DETAILS UJ' 4 Y, 51-EET L-2.4. ! FENCE POST REFER TO FENCE FOOTING£, AND PO.$T/RAIL S~ 5CHECOLE. ,-PERMANENT SAT RACK, f<EfER TO FINISH 5CHEDJLE. FINISH SURFACE . ·-- <l CUGQJT I AYQJT AT RAf,FS.AI I J:lfj Q ECALE: V~" = 1'-o" I ' I <l DD DUCOUT LAYOUT AT BASEBALL FIELD ,&" POST TYP, kEFER ro· f'ENCe · --, FOOTNG& AND PO$TJRAll &JZE ' &Cl4EDUfE. e,p0:r~.:5Tu..·e,~~:ie AR-· -- &TR:4F.\·~. LEG.::.ANG!:£5.:ti:dlR: ·~ \.·;· _ ;f~4 __ d -'..-~~~i;.:: :~~:·~~~~~ ,.·.·:.-. ,_ $TRitfei4Ei:.i.:.6AR -'--'--. ¼"·FEEN ·{TrF')-~ lo" wlDE. X J1"·Ti:.iK.. e,TEE(.." G.Alv'. Fl.ATE -~, (R.JLL 1-iGT.) WELD TO 4" TUBE 5FACER 3x% Ii_ 6AL. V, CARRIAGE 60L T 2 PER END ITYP,) PLAN VIEUJ/GECTION 5CALE' I"= l'-0" CC BACKSTOP LUMBER BACK&TOP POST -- 51EEL n!SE &PACER PLATE WELDED TO P05T5 -, CARRI.AGE SOLT -, (e,) 2xh TREX: RECYCI ED PLASTIC lJ.OOp; -, fNTEGRAL COLOR BLACK (&PACE 3/e" APART) !30TTOM FENCE RAIL -, 5E"CT!ON 5CAJ;.E,. %" ; 1'-0" .·S:A5E6ALL FIELD ---TRASI-! CA N WITJ.I OOHED LID ... , .. ' ' ' . ' ... -'PER FIN151-1 5C!-IEDJLE. . ~LAYER BENCH CENTERED IN · ,_ ·~ kEFER TO DETAIL EE. -e:HEEi' ~ ~ TO FINi&l-4 .ECI-IEDULE.. &COREKEEPER PAD FER. DETAIL FF 5i4EET L-2,t, ., . _,_ ,:, AS--B . " .• , ;,',.;;:-..:.,., ',·::.-" ... ' ....... ,. :· '' ' ·,, "'·' " . -•---·----·"···· ... ·---<-•-·'' ., ___ _ • . z I ' • ' . ·•,c,;, •. , . .. ,., ...... ·' OAAWW "·'··:;: --, -. ' . . ' BN. ci,v,\ " ·_ :_ CHECKED . ' DATE· , ; . . . -, .,, ................. "• .. . -'-"----·----•~---~-- . . . . SECTION . OC:AI E' !":\'-o" -.' : ·' .. ·; t ·, ,\ • ,< ., .... , • ;,, '·>-_.;• ~- ' ~-;·; i' Xi·.'·\ ~': \' -;'<, \ • '.:; ' _.; .. ,,· • • ' ' . ic , .. • 0 ' ;\i:fo!)_,-i, ..,,-:,,• ---\f ;!\{{· ·\t~tit:':' :~, ..... ,•,, ·-•--',\'~•-··_' "·.?'•'. •• -,•,':,\:;t .- • .. \ • ' <\ ,.-~--~---· , ... .. ,:- ' -'f: . • ·.,· ... '.".-. .,' .. / .. -: '" ' • ., 'i,· ;' . •.•,. • -;•'.·; .. ,. .. :, ' .-. ' . ··,.-. ... - ' . ,, "··\.':"·1'..._ ,· : ,, -. . ·(·. ;-' . ,, .. , ' .,, , .. , ' ' ' ' '· ' ..• ,: '· ,·, •. : ·:,.:'.(.\,<. ' , .• t('. 1;9T t9T R;!J ,ijBER,$.!J RfiP(N-G LA.¥(i1f;!j . ... , .. ,. " ~~mmlN·~~q·_URAfFED ~-·12" MIN. DEFli-1 PLAY &AND l-£H:R rb FINISl,-l ·,e,c1--1EDULE. . CONCRETE CUR6. r<EFER TO coNSTRUCTICiN PLAN· 4 T6 FiNl51-l ~ECULE,-~--~-APPLY½" RADl.J5 NOSE CONTINUqUS. #3·.VE'RT!CAL. 'REBAR :@ i8" O .C, Ex.PANSION JOINT CONCRE1E -stDEUIALK FER DETAIL A sm L.:.:.2;1,· -~·ro·cof.15TRUCT!ON FLAN-~-ocd:IR$) {3) :lt4 RESAR CONT. TOP, MIDDLE 4 BOTTOM 4" OD. SDR 35 PERFORATED PFE WITI--I .FIL 1ER SOCK, SLOPE .5% MIN, REFER TO GRADING FLAN- 3/4" CRU&I-IED GRAVEL " • ' . ' . .•._'.. • . . ,.,·,';-.;:.·,·;· , .. , .. .. ' 3" CLR. 2'-0" SECTION SCALE: l''=l'-0" MM ·101 LOT CURB .AND SURFACING . . . ' .... ' "'· : . ' ' ··-• • . ' ... . ' Pl··AN V/EW SCA!:.E' 11a" = 1'-0" LOCAT'e cn~CLE:!W ·n-iAT rr 1& AD.:JA.CEN.T . .'to.' _r;ll,i;,i,{ TUBE- C!RCL..ES TO GO UNDER 'OPEN.ING IN Tl-IE ROCK AND Tl-IE . RIDGE ·.r..:-• 2'-0" DIAME I ER CIR.Cl.ES PLACED A MIN!MUM OF 1'-011 APART, TYF', ··, • ,--4" OD. 5DR 35 PERFORATED PA: WIT!-! FILTER 50CK, &LOPE :5% -MIN. 3//-1" o:C. DRAIN ROCK ! c.FJLF. PIPE 3 Jf' ~A$E MAT FER MANUFAC1UR!;R.'S ·RECOMMENDATIONS. MoN.oun-HCALL y POURED. llt' .T~ SURFACE WlT!-l ALPH~TIC ,---~T~~~:*l1~:~ . 6dlEtxJLE ·5!,,IEET-J;;-2.7. #"3 \IEFi1.TICAL REBAR 1il la" O.C. EXPANSIQN JOINT ,---coNcRETE 5\DEUJALK PER DET AL A 6\-lEET L-2.1. {WI-IERE OCCURS) ,---#3 DCi.UEL '@ 18" O.C. PLASTIC 51.EEVE '<:ilONEE)'ID ..____ (3) -M REBAR CONT, TOP, MIDDLE t 60TTOM RUSSER 5URFAC!NG - BO% COLbR 590 ROY AL 6LUE , 20% COLOR 316 DARK· GREY Fa!66i;Risi:!Rf ;:.\.CiNG .. -. :· . . . 80%,COLOR.. 616 :~IMARY RE[) 20%·'COLGR W,O ·prNK.· • . · .. ,. ,, . \, ,· • • Fa!Bl3ER·WRFACING 100%:·cotOR 180 &K,y SLUE ~ _&/RFAC!N~ -.• 80% COLOR~ PEARL 10%.:COL'.QR.·,380,LK;i-lT-GREY ·10% c6r..OR · 18b ·5Kf·6U.iE •. ·' . . -···-·· .. ···" -. " .... ·RUei3ER' etlRF.ACING ' •... ' ' .... 100% COLOR 280· 6RQJJN ,·. . .. ... !;,.·.,. ' - ·f,K,i F SIPEP SOO RAP!! 7'-0" TTP. §ml E SDED Slfill Fl EYATK?N 5CALE, 112" • l'-0'.' l j El AN YB!J Of WAI I CAP ANP POST F! :ACE1ENI FOR 6fNGI E SDED SIGN 5CAi.E: 112" • 1'..o" DCYSLE SPED SIGN RAQH ·SC'ilJ: f:, ·1r.2" • l'-0" ' . . . . ; . . :· .• . ,: DOJSLE s,IO!;D $~ ·s EYATPN . I I . .. • . ··= . .. --·· . . .. ~(~#i"\~1t~'Sit:.,~~t~\J1Z ;: :. · .. ,' _-;_,_{:; ,.\~ \i;,\ ~·:·,~;·.'ti:.: -"/i\,:. ' ' I 'El,;;AN YB!/·OF YI# I AF·4NP EOfil Fl 4CB1ENI . fOR 'r2<2iJAI e :s!DfJ2 Sk;,N $C,6,LE, 112"-~ l'-0" 2" Tl-lt::K ~ 51,:,,N. 143 ER TO PARK S~ c;ETAILiNi:::>Ti:s . 7" TI-IO::: sTQN!:.:;,g.ll:£R UJALL, AU.· SID"'....$, ::is c:..: ro e-~·soo:DETA!L NOTES. . .· . ' .,~ ... 2" <!QJARE lUBE'..'STEEL -LcPCATE-a" FROM e,a::, OF $~;-TYP, "FINJ$1.1 AND PAINT AU. SIDES F"t;R··PARK 51GiN D!ITAIL NOTE$ • ✓-RANDOM PATTERN WALL ct,p, fi<i::l'l:R TO PtiRK 51GsN"·DeTflL. NOTES, . ,. ,·., . ··.• . •,• .. ' : ' .. : ,,: .).\:'. .,; .. ,·.,,. ···:fif-iisA··~ "" .. :,~-. (_ l"ETAL CAP ON TOP~:t {:·s~, :~ TO T1JSa s~ : 'r: 2" 11--lb< REDWOOD,. kSE::£ TO PARK·Sk::IN DETAIL NOTES. ',.: 3" CLR, 2'' m.lARE 1UBE ~·•FtJ}jPi~tt<'' a ,;~ INTo eL.CCK.. ATTACI--I. s~ To PIF.E/} WITH (3) J,j" Me'$ (TOP);~lbt;,t~:AN[;l!eoT,TOM), COJl,ffERSJNK. C.ilJ..L.k,\t1ND PUIG•" e0!...T5 AND NJT5 (5Ef.ifl.irs);.,. F'ROVICE-!!1651 e;;: UNDER aot...T ~-AND NJTS,:. C ,.,, FJNJ$1.1 AND f:'AIN1')At1:;e·ru;F.'£R._~!Gi<t-DETAII.. NOTE5. GRCUT POOT"l'.fP.t..ACE:-,.' wm.1 w.~ GRA1,-~:S.Tot-e:· :,·., • • ~-.... •.-; •. ,. ': ·, ,~;' 51GsN TO SIT ON T~--.o/\~t~·~,;" , STONE CAP. ;::.a ER ;,:j.:pARi(·SJaoNbETAII.. NOIE,_ ... ,, ·,;,:-,;· ,,.,,.,:,. ,,,.·... '·, \·.' . . s" CONC;;;:ETE ei...c:::cK!WAU.~W/. ·IM. ·Ve..:TJCAL RE6'IR e 24' o.c. wm;i~ia..:NATE" eaci !mo F'coT~J\~;•~ltON,'t#,:·'lil eorrOM AND (2) 1M I-IOR;irot{f'A.L At."_'c TOP. GROJT 50!.ID.' .. ~~,,~-\~!CAJ... EA0-1 END OF WALL ·,·.-:;·:: •. •• STONE YS-ei=R. ~:);0,i_f~_:·~~N OETAII.. NOTEe-, • VENEER TO EX'!ENDS ro·.ra.o OF FCOTING :114 '6l 24" o.c, ll4 CONTMICUS FaEBAR-"t~>TorALJ ~ FOOTIN1.: • , •• ~ COl"FACTEP ~ .. (x IO'-O" LONG) 3'-0" ~:•··.rr,, , .. ,, "r.·.,;;:-,:;r;c~c. ___ ~~~~ ~~:~~~:1-:~·:;~:-'.lli~ SE"CIK?N 1'-0" ' " .• ' . .... ,•,'. ,•ci.','·.-: . i' .. • ~1::-\.-:s'•,·:·:' . .. ·• .. : ' ,'.':, .: l-"1'....~.-~- " ' .• . '" ' . ' ' ·. ' .. : -~ ' ,. ' " ' z 0 •. ' "' · .. ... , ;'•· o:2.(ii(f::,'·.:.( ~;. _::_.· --:::::~ L-2' ., . V .,. .,. . . .\.'.=?Si-IEE.TS ; . ", •.•.. , ........... ,. ~.• .. · .. ' .... , .. --• .. ,... . ,_.' ..... >-•·.•· ._ .... _ ''· , ....... '"'' ;'' ,... .. ......... .,.-,<• ..... .-,. .,.,." ·"• .. ·.. "'· • .,,-... .. •• • ,...... ·.-........... "" • ·-•· " ••• ,, .. ""'" ..... • • • ..,, '"""''''· , .. ·.-. ~~ , .. ~:... ..,_._,-~,_,._ --~ ---•~--"··-...... •--~d-• ,_ ---~-•-·-• -•-......... ,_ ...... , .. _______ .,_,..~,....~,,..,,:,.:,.,An ,hn="• ~="°••·••"'~"" ,,., •'"" .,.o »o~""'""'--;.,\,M;,,,,,;M "' """'" hv sM m..thNl',n'wlinlA"' 1n nsrt w;1t.<,,,r tM"itlnnis'i"i:oCLs<>nlofClarlrllcG<een Associates IS oi<ih"bile<j. TI:le to tru, clans ilnd·s,>e,;ifli:a iors mma·n In Clark & Gre'en A$$oi,;,il6$ witllout pn,judioe.J/iSOi,I colirac! willl'tl1"5G plans ari<:I spa,;ilicaliO<IS shall ODristitili,i:·p·~m:,, ra;:;.,:evidence of 1h9 aoce?fflnce cf ttiaS<! restiidiOns: ' . . • ·::ro'-o" 10'-0" 10'-0" 10'-o" I0'-0" -. ' " . TYP . TYP. TYP. TYP. - • • .. .. . ·-. ,, . .. • • -· ' .· . • . . . ... .-.. • . • . . . . • . . . ·• -- • • . ... • • • . . . ..•. • . • • .• . • • i. .. -_; . . .,_ . -·, ..... ·· .. --.-.· . .• . . ' . ., . --· . • • .. • . .•.. • • • . . -· • • • • . . • • .. • • .• -.. -. ' . ... ' ' • ' . .. • • • • • • • ' -.. ,. . . . • • . . .. -. NOTE: Tl-IE TOF, OR "ROOF", OF Tl-IE SATTING CAGES SI-IALL 6E ENCLO® WiTl--1 Cl-!AINwL!NK FENCE. 'PR.ov!DE A !-IOR.IZONTAL 51..lFFORT RAIL AT EACI-I, '/ERTICAL POST. Tl-IE rNTERIOR 514ALL HA\/E ASATTING CAGE NET 11\!STAI I i=o. REFER TO THE EGU!Ri'.100 AND FIN/SH SC!4EDULE 01sr -~ Lw2,J. CONTRACTOR 51-lALL PROVIDE 51-\0F DRAUJIN65 FOR ~!EU.I e·{ Ti4e:: 1.ANDSCAPE AR6.l!TECT OR 'T~ ~ ·s ~ATIYE FR~ .TO IN&TAL.L.ATION. SATTING CAGE Pl.AN .:·• • Ss • '\. I' ~--.•. . ,-: '._, -: ·,\ \\ ·-,. ' -, ' ~-, -· ~ 1, :, • . •. .. ;· ... • ' ,, ' . ·-. . -_ '; i .. · .'. .,: ,-'; ; '. . ,, ·" •,,', ·if:·-·,, ••'•··~::,.--' ; . ' '. . •. ,._, .. -,,_./·{::' ,;;_ .-.-. .. ·: \'.· •. / / / < ' ' ' / ' / / ' ' / ' :/ / . . '· ' ' ' ·/ ' / ./ / ' ' ' ' ' ' CONCRETE PAVING, ' g;'N5=f~OPLAN. . ·; ' ', j '" • • • • ... • ;,_ • • :1 -'. ' .,. ' ... , .-'.~j :;-;" • -. ' .. , ' .PLAN vew 'SCALE' 1i1i:,,,i" :i l'-0" ' -.. :•· rre. . .. ·_. PAVING PER DETAIL 8,- 5f.lEE1'. L-2J." SCORING IS-PER Tl-HS DETAIL .. METAL ELECTRICAL CONTROL eox CENTERED ON PAD. REA=R TO a.ECTR:!CAL PL.A.N. BACKSTOP POST ½" RADU6, 1'11'. -, REVEAL-, I I I I I I I I I I ; I ,. . . . : IN!=l5LD MIX PER DETAIL.&!,. si.iEET L-2.5. ; I I I • • ... • · . . . ' ' . . . .-. ' • • ' ALL FENCING !5 10 FEET IN 1-!SIC:ri-lT ~ TO DET AtL.5 V 4 W, 5!4EET kU ----- ½" EXP~N&ION JOINT -~ CONCRETE HEADER .$ FENCE -, POLE PER DETAIL M&HEET ~ ' FENCE POST&, TYF'. ELECTRICAL CONDUIT. ~fi::: -~- TO ELECTRICAL PLAN. REFER TO FENCE FOOTING& AND F06T/RA1L SQ.IEDULE ON 51-!EET L-2,4, 5E:CT!ON RR SCOREKEEPER PAD --- .-·. . " . .. . ... · ,• ·::,:·---·.·., .-.~ .. -., .. · .,_:;,. :-.. • •• :-.·;·· ,;·· ;: ,.. • . ·. • ' ' .. • . , • .. .. .. . ., .::' ' .• ,. ·• . . /. _..... . . ,-...... · .. ,,.·. .. · ', -'~ :-·--· •... , ... '. · .... ;\:/<:<>;_'.:./:~_::•: ·--~~-, ... : ,-.:.~--~.: .. : .. ··:· . _.-:,-: ,·.• .. ,., ... ,... . ' ·,• ..... ' ..... / / / / / ' / " ·-' . R5'-0" R,':)'-0" "'-"T'(f'. ,; /Pi · ' • 9 ,• -' . : . _·:: ~·-o" ·"; ·.: ~~.> TYP. 4:.. .30 HT;-EENCE -4:.. OF POLE OF POLE .... / , -I .... I I I .... / / .... .... .... .... .... ' / ,!;,/ $"/ '°'.;; / / / ' / I I I I • ' ' / / ? I I ' / l'-0" TYF. ~4 NOSE BAR, TYF. CONCfi:::ETE STEPS (12" fRE:ADS, b" RISERS). REFER" TO FIN~ SC!-IEDULE, 51-!EET L-2.1. ½" RADus ON ALL TREAD NOSrNGS. EXPANS!ON JOrNT, CONT!NLICUS ON ALL S!DES. CONCRETE PAVING FER cpNSTRUCTION FLAN #4 REBAR EACl-l UJAY lb" O.C., TYP. 2" SAND BASE. SO% RE.LATII/E COMPACTED SUS6RADE. 1'-0" l'-0" !'-o" DEPRE.00,:c:tJRB to MAXfMUM f'. . .ASOVE ADJACEN't'·-FIN~ED GRAD§:- .. • ~ ' .·,-.-,, :: !, • I \ pp ;i:>EPRESSE[) CUR~ INFILD MIX PER: PETAL ,bl. 5I-IEET 2.S. fi:::EftF::: TO FIN151-l SC!-IEPULE. MOUNDIHOMEFLATE CLAY REFER ro · FIN151-l ecHEi::uLE. POST LOC:AT!qNS. ~ :(Q· .. FS-:1.C::E . FCOTIN~ ANO .POST!RA·IL SIZE 5Cl-!EDULE FENCE LOCATION ' / • -. --. . .. EQU IPMENT AND FIN iSH SCHEDULE OESCRl~TION 84" V1cToR!A'SER1ES: PARK BENCH WiTfl GREEN' LATTICE B~CK ..... , 9s• L6NGREcTANGOLAR PICNIC TABLE; 36" DIAM. CLASSIC SERIES TRASHCAN • s° ·-'J'RASH'.CAN'OOMEOLID ' .,,, .... _,-, .. ·.;· .. ,'.,·> .-, ' , .•. BARBEOIJE GRILL & POST BJCYCLE RACK DRINKING FOUNTAIN DCl_GG,IE'BAG, DISPENSER BOX ,, ' . ,; PLAYGROUND EcjbiPMENT RUBBER PLAYGROUND SURFACE PLAYGRoL.iNOsAND .• l1~•fH,JFACTUfU:R • >Qt.11CKCR8E" ' ' 951~73('6~,0:, .. ATTN: C'i'NTiilACHAVEZ OR •. BRI~ GOE'l;Z • . , MODEL Q1VIC84B 0LBT96PT QU!CK:CRETE S51°73'r.:S2-40 _ Ai'TN:;C::<N"(HIA CHAVEZ OR , ·.:-?~.~':26 •. ' • B~liU:,l,GiOETZ_ •. •. PACIFIC SITE C0MPLEMEITTS 949-49S:0057 . An-N:.REG !'\ATl!=)NS. HAWS CORPORATION 775-359--4712 ociGi31E.WALK BAGS 949"756"2247, ·' '" ATTN:.l JS.0:'; . • cciASfRECREAiioN - • • 714'619'0100\ n:·, ·: ATTN:'flM'HObGES . . . '· . '"" ,.. . . -COAST·RECREAT!ON/ 'sURFAc'E AMeRtCA. 714-619--0100 . ATTN: TIM HODGES "" • P30/GR 11-40-20 2170-9-$ ,sooo -NIA PERPl:.ANS PER Pl.ANS MATERIAL COLOR FINISH CONCRETE CJ-LATTEWTH ''12-uGHT .. :GREEN BACK Sp,NDBu\ST. ' ·CoNCRETE '• ' .. . . c6Nt:RETE-. • OO'rte.i . . :,::=.· ,_' ., .... ' ,.-,'_: . :_,,, ,.·,,:,. ,··•' • , FIBERG1:ASs. • STAINLESS :STEEL .... _'· ,: " .'GREEN STAINLESS '.$1JoEL-,:;,\; - GREEN ,._. \ • ,N/A WA · ' ' ' ·'. ,,;_m\.-: .,i:-: .·: NIA .. TO.MATCH . , · STEEL PROT~CH COL_oR: ~-N/A PS411M34. • , •. 1/· . VARIOUS PER PLANS ·-'· ·N/A . ' RUBBER PER PLAN'S ·PLAY SAND > NIA ' NOTES STO. GLOSS SEALER STD. GLOSS SEALER STD. GLOSS SEAi.ER, ALL TRASHCAN SHALi: HAliEA DOMED LIO ti.1cioi:L # ey_iitGR 24• TciP· ,C19f erjTToi,t :i26" • HT. ROUN041 ~.LL'?N:~t~R . ....... ,_,'.y.:_: IMBEO MOU ITT LARGE.GROUP GRILl 24"X36", PciST COi.OR & l:'tNISH. To·MAtCH GR)Lf.. lMBED MOUNT-CYCldiJPS ~tCJ?J:.~0-:.,:::, _ DETAILS DittAILF, SHEETL-2.1 ,-,_-;: > t:iirAIL Q, S:tiEET L-22 :-',,- ' " ' ' :.-cETAfLH. '. 't _H_EET'l-2.1 H!-LO BARR!ER FRl:la "';, • ~ PEbESTAL DRINKING FOUNTAIN . \\C!ETAIL I. WITH PETBovJL· • S.l:IEETL-2.1 CUSTOM COLOR -"·'°" .. \DETAIL R, EET L-2:2 , PLAYBOUND POURED IN PLACE ::;,, RUBBER SURFP.-.CING WI • -~,$TAIL MM, ALIPHATIC BINDER. SHEETL"2.6 SOW • CALIFORNIA BLEJ,ID PARK SIGNS FREEcidM'·& BEACH SIGN MAKERS, 1Nc;' 949-752--8200: _ ' • • ATTN: DAVID'BEACt! PER PLANS REDWOOD PERPLA.Ns • J')ETAILKJ<, SHEETL-2.6 ' ~-- BASKETBALL OUTDOOR e'ACKSTOPWlTH 6' EXTENSION LENGTH •• REci.i.:.NGUtARDELUXEWHITE • FIBERGLASS BACKBOARD 4z" H x7Z"W. ORANGE TARGET ANO BORDER SISON 8A3160S BASELINE 180 DEGREE BREAKAWAY GOAL HIDEAWAY NET ATTACHMENT CABLES HOLL YWooi:> OFFICIAL STEP-DOWN PITCHING RUBBER SCHUTT UNIVERSAL HOMEPLATE HOLLYWOOD SAF-T-SLIDER BASES RtiBBER PLUG::i'(BEiP.$4) FOR BASES ,."-"; •• • •• BLEAC~ERS ll/ {"1 Ob BATTING CAGENET \ ' ' DECOMPOSEd GRANITE - STABILIZED PRCIGoLD tN FiELD Mix .TOMARK SPORT$'.. 800:.SW.:1844 . ;.:~ ToMAl'lk s PoRTS 600-959•'1$:¥ ToMARkkPOFns 600-$59-1&14 TOMARK SPORTS 800-959-1844 TOMARK SPORTS 600-959-1844 TOMARK SPORTS 600-959-1844 T<iMARK SPORTS 600-959-1844 TOMARKSPORTS 6()0..959-1844 TOMARK SPORTS 800-959-1844 :J~~s~:fRTS ToiMRK SPORTS 000:959-1844 '-: . TOMARI< SP.ORTS 800-9511-'1844 ALLiM-'A-STAND 800-626-2177 TOW,RK SPORTS 600,-959-!844 GAlL MATERIALS 951•279-1.095 GAIL.MA TE.RIALS 951•279-1095 GAIL MATERJALS 30563 32577 35300 10390 13610 13819 •. 10315' . :,;;, .. ,.13884 . 10971 ,. -,·.•. 10697 . At:S sR:21 13380 NIA GALV.STEEL FIBERGLASS .'-''. . ' . . -_, , ,N/A ANODIZED ALUMINUM ALUMINUM POL YETHYlEN~ LACK FIBER B _ NIA NIA P.YRITE GOLD GOLD TO REDDIS\'l'GOLD S/A WA ,NIA WA CLEAR PROVIDE SHOW DRAWINGS' ',DETAIL T, SHEETL-2.3 FOR APPROVAL BY lANtiS'CAPE , DETAIL T, ARCHITECT • SHEET L-2 .3 . '~· . '; _,· ' ADDITION TO eAcKilOAiD ,:;:_. _-: _ • .. ~_F.0R BASES 1. 2& 3 . . : .. ~-.. ~-, '--. ·. •,', ' ·-. : ,! . ' .. •• -• ·" !MBED MOUNT -21' LENGTH 'eENCH ··,s·Rows .2fLENGTH 1136 UV TREATED BLACK : FILAMENT POLYETHYLENE F1E\ER NETTlNG STAB ILIZED DECOMPOSED , GRANITE_ ' ,,_- '.· -DETAIL T, SHEETL-2.3 DETAIL T, ' SHEET L-2.3 , DETA!L T, SHEETL-2.3 DETAIL II. SJ:lEE'f L~ts - DETAit HH; • si·n=i ET-L-2'.s• ,, ' ... DETAli:FF, : SHEETL-2:5 ._,: ,, "C-,,,, '.·.--. ,\1 DETAIL· GG_: :; sHEti.'L~2:s ,:. .. · .... ,,, ·,, . .. ~,., .. ' ' ,_ ' J)E!AlL'RR,': !>~,r;q ,~:~f. > • _DE:r},l(QO., ; . s1-iEEt 1:.:.2:s·.', ·-> ,_ =.~-, ... , .. -DETAll,'.-QQ;,. , s.~$.E:J .. l '.2;5; ; , ' ' ' ,_.. \ • .. • . ' PRO.-R.ED HOM.EPLATE. MIX • , . 951-279-1095 NIA SED . HdMEPLATE AND PITCHER'S ---'. ~ci_UND CLAY DETAILQQ:, . SHEETt-2:5: :\ ,_,, .. ,.~,··,·- .... ,C6NClfE'TtfFl:Af,~OiiK COf:lCRETE"MOWCURBS WA CONCRETE TOT LOT CURB -·SANb.t 6T CURB. !NIA SCOREKEEPER PAD' ••• :'Ni.Ii ' WA CONCRETE NATURAL GRAY NIA· ., 'CONCRETE NAl.lJRALGRAY ' .• ' . . :.NiA·-.i, ::t.oNcRETE. NATURAL GRAY ., -. . -- NIA • CciNCl'iETE NA nJRAL GRAY .TROWEL FINISi-i.AtJi/ ·: LIGHT BROdM'i;iNiS't:t , • TROWELFINis~f:Af-lD! • ·,-·,-· i:1GH1'BROd1\f f 1N!SH , ~--,., MEDIUM ~~6_&;f \.: ' :._ ,·_" .. ,\'... ' :.o F .:, ',•·' .,;;\f .~, '' ' :"' ~ . ' . .... ~ ... :: ' : u <: 0 0 ' • 0 ., i <' .---'CHECKED;.:_:~:,,?' -:-. -,, • 35 .. ,•· •.• I I ,.. --, ,, ~f.>_~---, :\~ ·."· , ,_~t\; '., ,_.. ;,s, ~ r~-: ••• -• -'\V~~.-.: • .. •• v~"-" '· ' ; ' ' ,· ' • : .. •.• •. ,--4"¥,); • ?J;\·. ·:.t ,, . .. l(f:; ,' 't. ' ,re·,,. Jf:\ -,.·:.-,. o-,:. ..--~-• -:,J.:S" '. . -- ·~--p -."".J't',·:,;,-' ", ·,,,_.,.__ . • /;c .. • . :-t> .,,-.. , '·· . • ;..::_a./. , , .: e/· • •. ~~--t~ ,. ·,, . • '.'i\ :•· .,>-~ S-11 ' ', ·_-.,:·:.,. '", .27 .•. i ' , -~,,,,.,'0;~-~":,;,_, .. ,~,~~~ ,' .. -.:.:. . -·~-'. ' . _.. ~ ' ' , ,. , ' . _._ . , ,, ,~< '.< ' ,· ' ·i ·: ' 76 10•-a• DI , _J 1¼ I I I .. I 1 ¾" FUFePJ.£ ct..o.ee ~ F'YCSl.HM! , ~ . -~-, " ' I -·SCALE: 1"=10'-0" ' • 2" ¼" " 1 ¼" ' ' I 1 ¼" 1W 23@,!'5 1 ¼" 48 PULLBOXFOfl;CONiRDU.ER-0-WW 75 COM!RICTOR SffAI.L FULL FROM CONIROllfR "C" 10 lHIS FUI.L SOX, {.}) EXJAA C0NTRQL W!R£S »ID (I} EXTP.A COlilMON WIRE. lHE WIRE: SI-IAl.l. W.V.: AA EllTAA Je", lN lHE PULL 00)1, 81JND1lll AND lABEl.£D "FOR 'FU'IIJR£ IJSt" WITH PfRWWfl" lA8El SYSTEM. " 1 ¼" ,,. , 1 ¼" 2" 1¼" , ii" --it,..,, ' -"'~ . 39 , ,, , . , ~-~-,~=, ~,,..,~ T1/ll,so,<111G . tit ; 1', FIE~R TO SHEET L-3.5 FOR IRVINE RANCH WATER DISTRICT RECYCLED WATER NOTES. ,, · lat'~f.'' ,\,;, DAYS Jo~~ I , 2. REFER TO SHEET L-3.5 FOR IRRIGATION LEGENDS & NOTES AND CON1 ROLLER SPECS • • ToU: "'';:·· 1-soo-221-2soo ;., 3. REFER TO SHEET L-3.5 FOR IRRIGATION BOOSTER PUMP SPECS AND DETAIL A PVBuet SERVICE ~{ Ut½DERGROVND SERVIC~-A½~ • ~. / • '"'" _. "\~(N},· • ., J, " 1000 1ccllf' • ,., 1-}f' ' ... --.... .'1.< ,:p-~•· >;_.< ,3 3". 2¼" 11 " 2½" 1 ½" ,~_-_ .. ,,.,-.'.,~h:'- 1 ¼" ,-.-•" ..;;-. -~/i-::.\·::,:,'-;1:?~:\-:~·:-.,~ ,i¾j .. · -· __ , -~., ·, ·'.,, ,., .... -., •... -:-,--., :-:~:., ·1 • .-.,,,~.~;., ... •,:. -:t~tliia: ~ smo ROTORS FOR ,-, ,. •• .•. , BRICK DUST_ $!W.L BE I.OCli -.;"•~• y ·;.,~ ARl'.A. LOCATION SHOWN H .,'s-~~<..·.::·~:. ClARJtY ONLY. '.,.;,;_,;;:'.: _____ ,_ . -. .,,. =;;.<.:'. ;•,:• •. " 76 1¼"- -~~\>-,, ''},:~ --:,, :-,,~:\_.-:~.:..;:;_,:; s; '-i . ·' :: .,,. ,_,. -c~ • _ _. ; .:-.-_,; :\:: .'.-. ~ ,· ~~~~~r.:,.~-=-:·:·~· ;=~/~:½<-}:-·· 7,, -- ,(,,_l-,;s,~,-f :.;-: •. :.·ti;' ,· :.; s./'" ,,;._,, •. W'--____ ----:\-~'"' ~ •. ,,. -'~---·· 1 ¼" 38 ... 20 ,, 0 40' , ,, " ·>.e<• _;•,':<~:::.:::"·-:,---: ;, ... ·•t,.\~ -·· :t,:.:-·-/:f'· " " , . ,, .. -~it~ :· ·T~ V1,\ULT' ' -·- .. " . , , • > • -. . . .. ,,<r. 51 NOTE: CONTRACTOR SHN..L STAKE TI-lE LOCATION OF Af_L REMOTE CONTROL VALVES. GATE/BALL VAf.VES, QUICK. COUPLERS, PULL BOXES, REl.lEFVALVES, MASTER - VALVES, FLOW SENSORS, PUMP, BASKET STRAINERS,, AND CONTROLLERS IN THE FIELD FOR REVIEW AND APPROVAL OF THE LANDSCAPE ARCHITECT. RELOCATE AS DIRECTED. • ,, ,, ... -;,-,_ . . ~ '. , .. " .. • ",;;;f. ,, • :,~~/ AS-B APPROVAL FOR ONS ITE RECYCLED WATER SYSti:M ONLY ,·'. ,.,,., . -.-;-_¥ '. ,, -~~ ';,.,,_ ! , .... .,_. ;7,,1:~i~~;'., " ,, ' ' ,, ~ ....I a.. z 0 -I-<( (!) 0:: a:: - SHEET , .. ,. .. ··.( -: ·, i ,, ' ' ' ·, ' .:,, , " , ' '; ., 1,, .. .-~, -·. \"i .. ->'! • ,:le ., ' ) ' •. . ···, . . _,' \ . . . 43 .Bo .r., 62 . - 46 ... 11-1 • ..... ' \.?:.: :.·,: .. :'.·. .. : .:·.. :-:-:, ..• . • ' M •; :,( ;[f};;',:;?i: : ;:;;{·;: ;'; '\ ' --),:,' I 1t1+;;~:irt'.1I· --.---.-, / . ' ' . . . ,· = 31 A-18 ,,.. 61 A-12 r 60 A-14 r 36 1W 54 A-18 r ·PULL BOX FOR CON1'ROUER "&"WIRES CONTRACTOR SHAU. Pllll FROM CONJR0!.1.£R "A" 10 THlS Pllll BOX. (e) fXTitl. CON'!ROL WIRES ANO (t) £XIAA COMMON MRf.. lHE 'MRES SttAU. HAVE An EXIRA~•. IN lHE PULL OOX, 81JN01£D AND WIEI.El "fllR Fl./JllR£ \.!SE" Wllll PERJWIENT IJ.8a """'· DIAL TV□ \JDRKING BEFllRE DAYS iEftlRE Y□U DIG Y□U DIG TOLL FREE 1--800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ¾' ........ -. --··-· ... ··- 31 41 1W' C-10 r ~ -" " -- --IL . ii,, • J ,. • ; i - j ¼" . 1m .. " ,. I • ' ,:OU,. ~-FOR~ !B"WIRES COHTRA(::TOR 'SIIAU. P!,l,ll FROM CONJROlJ.ER ~• TO lHIS PUll.' SOX, (2) 00W. CONTROL WlRES ANO {1)· EXTRA 'COMMON -'MRE. 1HE WIii!$ SHAU. HAVE AN D;'fR/1 ~•. IN iHe: PUll BOX, • • ~ff£> AND lAB£lED "rOR FUJU~ USE' "1111 PEl!MA!iENT L&,00. <. ' 54. , ' ~: :~~:~g ~~~gt!:: ~g:::~:=c~::~~: ~l~Ji:~~~~~R~J:~ ~~~ .. 3. REFER TO SHEET L-3.5 FOR IRRIGATION BOOSTER PUMP SPECS AND DETAiL ., , ' ·-.. '""'"' ' • .. • 0 f CONTROI..L£R 'C'; .MN MASTfll l'\'01.lmON ·DX2 ..2L.STA110N lf:ll 3" WATER MEIER 'ft 0 SfORm PMK· ' IARJGATIOil! SCHEMATIC DIAGRAM ' ··-·· •• ;, SCAI...E: 111-> • • ·' ---· • ' . . , CONTRACTOij. SHAtl $T~ THE L0cATJON OF Al.l '· REM01E CONTROL VALVES; GA~ALL VALVES,-C.UICK .COUPLERS, PULL BOXES; ~IEFVALVES, MASTER- YAt.VES, FLOW $ENSOR$, PUMP, BAS!<E'f STRAINER$, :ANO CONTROLLERS IN TI{E FJELD FOR REVIEW AND APPROVAL OF THE LAN_DSCAPE ARCHiTECl. RELOCATE AS D!REOTEP. • ' -.... . . ' ·. I ,. ' ' • ' ' -· • ' . • • • • . . io"i-'<' .. • """" . ' • • ' . . . ,. .. , .. , " ... © ® lf:ll ·$ (!)<l) B f!ll!l ~ . ., . ' """"filR --~·SWITCH 'w.rnl< MEIER """"'"'"' \.!ASl'ERCO!rnlOLVALVE OOQSlEll ·PUl,(I> TI.mt'~ QI!~ COOP~ --' --ootml(IIJ.ER ~!$" . . • --,; -BQOSliR PUUP sr,m llEIAY jffl' COll!lli!T_ . ' -rs-HV -fl,OW SENSOR CAill£. ANO' MASTER VIJ.W: 'Mf!E COH_!lUIT, -•• -•• -ClW:fl ~ W!RfS <:O!iOl/rr . • > " , • • . • ·AS-BUI APPROVAL FOR ONSITE RECYCLED WATER SYSTEM ONLY 40' ' ,i , • ' , " , , > . , . ' z ,<( .. •_J a.. z 0 DRAWN , 13N;CW (".HECK::;D . ., D/;'TE FESRW.RY 7. 2007 , , -~ ' ,;• ,/ •' .. J . :'":-/' ,, .. ,. - .. . . ; I ( .. j , I l ' .• . •. i ·• • ·., , .. ' I • I . . . . 75 A-11 ·-L'J· ... :.: , ·. . ' '. '--. ~":~''°.---~-----------_-------"'---~-------r.:,._-,;.0--~---~H--fl'-f---"'c--~c:---f------~--=~---------,-¼-i' ~ . 76 ., .·. ' ... ', \ , • I > , r, • ..,,,. . *DI -·• = DIAL • BEFORE ~au DIG - ... TOLL FREE -...,_ 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT • - .. : . 76 \ 1, . • r I ' " • 1 ¼" I /1 ,,_~~~-• • •• ]~&:~~-· I ,' I ,I . I I IJ I I I ' " • I • I' i I I I .I I • f" !O I • > > > > "" I I > > • \ 76 \ \ " 1-, " 1}f' • 1½" • 2" " 1¼" ""' 76 • 82 M • 1½" • ., .... " '• ~---·-y,,,.. \fu1lf ~i~1l~:!~ __ " ·s.:;.:~ ;:.::_~ ~:~/~~ t: •• • -;c '.,! ;;,;;: :-~<- ,. -· _,_.,_.. . . ··:::j'. ' " 1¼" lfifi IS 'folirv. :--i:_;:7;-?.,,,-.. l; ·-:,,-jj,,-··o•·,c -~:,;.;/~('\' . '-.;;<{.'~ ,;,'..'./ ,.- 1. REFER TO l!HE!;T L-3.5 FOR IRVINE RANCH WATER DISTRICT RECYCLED WATER NOTES. 2. REFER TO l!HEET L-3.5 FOR IRRIGATION LEGEND!! & NOTE!! AND CONTROLLER SPECS. 3. REFER TO SHEET L-3.5 FOR IRRIGATION BOOl!TER PUMP SPECS AND DETAIL 1>2. J; • > NOTE: .CONTRACTOR SHAlL STAKE THE LOCATION OF All -REMOTE CONTROL VALVES, GATE/BALL VPJ.VES, QUICK COUF'LE;RS, P.ULL BOXES, RELIEF VALVES, MASTER VALVES, F~OW SENSORS, PUMP", BASKET ST.RAINEij.S, AND GOIIITROLLERS IN THE fll;.LD FOR REV{eY ANO • ~:~~~~~E~THE LANDSCAPE ARCHlT~C~f~OCATE ."a . . . • ' I I I / I ,._, 22 • 11" 24 M 1 ' .. . . I, i DOMESTIC/RECLAIMED l!EPAl'IA'nON (IYP.J • .e>a!-i5&TIC _J · UIA'll!FOLNlo 'W, ) • I !. ,w C4I 11" • • !O'-o" • 38 I0'-0" SCAL!!; I"= 10'-0' •• " • .. • • °" 27 11" 25 PLIMPMAINUNEANDMAINUNEATl)NQS . COffiR,\CJ"OR TO PR0\1ll£ ANO l»Sl"AU. 8R-\SS W.NUNE ANO -FlTTfllGS 5'-o" lllN.' BEFORE Elmfl!1IG AND 5'-o" MlN. NIER EllmNC THE PUMP -fNCI.OS\IRe: CONTRACTOR TO P.ROYIDE -JND CONNECT BAAS$ M.1-lNUNE ANO fllll)l(;S !IISlllE THE PVMP ENCLOSURE TO lHi: BR,,ISS" llN!ON • A1W'TER -REFER 10 PUMP OIW\'INGS L--3.5 AND SPWFlCATIOHS SHEET. • RECYCLED WATER METER ADDRESS: 20383 EAST COASTAL PEAK P,O.C. PER CML ENGINEER'S SlREET IMPROVEMENT P!ANS (Vl::R!FY LOCATION) "A-t B' -C+D" P.O.C, 54±52 20 MET£R SlZt; Y nmao RECYCLED WATER SERVI.CE (~ROVIDEO BY OWNER). STATIC PRESSURE IN 63 PSI P,O.C. ELEV. 994 MINIMUM PS! REQUIRED 112 esl W-XJMUM OEM,\J,10 320 GPM GROSS AREA IRRIGAlED 8,50 Ag, (ACR~ ESTIMATEO Y!AALY WAlER REQ. 36,39 (ACRE FEEi) mRA TECH, INC. CML ENGINEERING APPROVED STR£ET IMPROVEMENT P~S. TRACT NO, 164B3 . PAGE NO. 15 I AC-FT 1! AS-8 CONSTf!i!JC'f~ON SET APPROVAL FOR ONSITE ~ECYCLED WATER SYSTEM ONI.Y 20' . 40' g I -,,,. - . .. '" . ,,, .. , ,,, ... " • ' ' > , ·,, ' , • :,o z ::5 a.. ts -· I-<( (!) -0:: 0:: - , FESRUARY 7, 2007 JOB NO. 02.035 -• , ' . • . , ' .. ,, ·• -. -; ' ' , , , , ' • • i • -ljOOEOF ·PAVING -4" ... - . •, .... {•:' ?\ -_:Q.,-9• MtN OR ff. ~i-B"AGKOFWALK :i;\~~S.SH0WN.ON". -~:-.. •. Pl.AN TOPOI' SLOP!: "--ROTARY POP-UP SPRINKLER. • ;:-.. REFERiO IRRIGATION L~GEND FOR SOOY AND SPECS, (SHEET L"'3.5). ' SECTION ~-': •. SCALE:¾'':::: 1'·0":-.<--·. NOTE: . . 1. WHERE IRRIGATION HEAD IS 1:2" OR LESS'TO.CONC. PAVING PROVIDE • POP-UP BODY. PER-DETAIL ~SHEET .L-5.-1 . . . • A . ._._,._ ' ,-.· " 2. WHERE IRRIGATION HEAD IS MORE THAN 1:? FROM'CONC. PA\JIN(:l USE FIXEOSHRUBSOOY. P~DETAJL.JL.SHEEJ" L-5.1: $. LANOSCA?EARCHITECTTO APPROVE-HEAD LAYOUT. ROTARY NOZZLE AT SLOPE . . . 47 26 D-17 . . .• , ' . ---,,, l":, 41 47 PU1L BOX FOR CONTROLLER "D" WIRES . COmR/;CJOR SIW..l PULL FROM COmROU.£R ,:i• TC} TH)S P!.IU. eox, (2) E<l'RA CONTROL WIRES ANO (l) EXTRA COW.lilON WlRt. tl!E WIRS SH,IJ.L HAVE m EXlllA J6",.!N !HE PIJl.L BOX, OONDl!O .AND l)J!EUJ) 'FOR F\IJl.lRE USE" W11N PERIMNENT LABa ....... 1W ,. SEE SHEET L-3.1 •• \ • • .. ' ·. . ' ' -' . . .-. ., .. . ·. ·., . ",• • • • • ,. PU4,L BOX FORCONTROLi.ER"D"WIRES COMIRACTOR SHALL PUU. FROM COITTROUfR ."D" TO THIS PULL SOX. (2) DTAA CONtROL WIRES ANO (!)· OOR,\ COI.IMON 'MRE- !HE WlRfS SHALL Hl!VE AM EX1PA ~s•, IN Tira PUil. BOX. BUi!Dl£D ANO 1.A8El..EO "F(I~ fUTORE USE" WITH PERIMNENT lABEL "'""· • . ,· 1,. 1 ¾,. ½" 1" ~Jg ,b ...___ , .. • ' ' _, ,,, ' 1002 I / ~--. ' ' • "'" \1 ' ,, •· • ' /ffro4 -•. I ' ' . . .. . . . • 1. REFER TO SHEET L-3.5 FOR IRVU',IE RANCH WATER DISTRICT RECYCLED -WATER NOTES. 2. REFER TO SHEET L-3.5 FOR IRRIGATION LEGENDS & NOTES AND CONTROLLER _SPECS. 3. REFER TO SHEET L-3.5 FOR IRRIGATION BOOSTER PUMP SPECS AND DETAIL • • • • ' • • • ' • • . . ... , .. : " . I0'-0'' • $C.AIE:i-... 10"-0" • • NOTE: -, I • CONTRACTOR SHALL STAKE THE LOCATION OF All • REMOTE CONTROL VAf.VES, GATE/BALL VALVES, QUICK COUPLERS, PULL BOXES, RELJl;F VALVES, MASTER VALVES, FLOW SENSORS, PUMP, BASKET STRAINERS, AND. CONTROLLERS IN THE Fl ELD FOR REVIEW ANO APPROVAL OF TfiE LANDSCAPE ARCHITECT .. RELOCATE AS DIRECTED. • . . . . • • • • • . . .. . . . APPROVAL FOR ONSITE RECYCLED WATER SYSTEM ONLY WATER METERS ANO ALL CONNE'C'flOMS TO lfMNE RANCH WATER DISTRICT (IRWO) FACtl..lT!ES MUST SE APPLIED FOR AND/OR APPROVED THROUGH TI-IE IRWO DEVE.9PMENT SERVICES GROUP. FOR SPECIRC REQUIREMOOS RlR OBTAINING SERVlCE CAf.L • (949) 453-5300 PL.AN CHECK ND, 2§48 I • , . • • . . •. . ; ·' : . ' (i w e F c w .. ,,_ ' ,,, .,' • ', ' '· ' ' '· ' , . • ,. ' • I . .. • .. ' '. ' • ' . ' ,,, '•I' ' , " . > ' , • , . • z ::S 0.. z 0 -~ Q .o:: .(X'. - BN,CW CHECKED MG ·oATE FEBRUARY 7, 2007 JOB NO. '""' SkEEr L-3 .4 < ·(1 .,,, . i ' \ ~,; ' . :-1 ,• ' • ' .. ' IRVINE RANCH WATER DISTRICT RECYCLED ·AND-•POTABLE WATER NOTES A, lliE lNSTAUATION OF THE IRRIGATION· WA"fER SYSTEM SHALL CONFORM TO THE REGUlATIONS FOR TI-IE CONS1RUCTION OF IRRIGATION WATER SYSTEMS WITHIN THE "lRWD" AND THE ACCOMPANYING PLANS AND SPEc'iFICATIONS. B. ,ALI. ON-SITt CONSTANT RECYCLED -AND_ POTABLE WATER MAlN LINE PIPING INSTALLED ON TH ISi·PROJECT SHJ\LL BE' IDENTIFIED IN ACCORDANCE WITH THE IRWD. RULES ANO REGUlATIONS AND THE IRRIGATION SPECIFICATIONS. C. RECYCLED WATER PIPING SHALL BE PUR~LE PVC. . . O. -MARKING ON THE PURPLE PVC PIPE SHALL; INCWOE THE FOLLOWING: . -E, ,';o,u RECYCLED WATER SPRINKLER CONTRQi/YALVES, JSOLATION VALVES, QUICK COUPLERS, AND_ ALL APPURTO-IANCES SHAl..l BE TAGGED Wlll:F IDE_~-~CATION. TAGS. ,. 2 ,. s. ,. :,··. •;~g~~Lw~~~~~·~\~t:i~£~~1~0 4 b:~'::LEs1~E.~~R·AV:s'.! ~~G~R?iPuiAA~I~~ TOMAR~ ON THE OTHER SIDE. IMPRINJ!N(,·._sW.LL BE PERMANENT.ANO BL.ACK IN COLOR. LISE TAGS K!. MANUFACTllREO BY T. CHRISlY ENTERPRISES OR APPROVED EQUAL .• • .. 2: ONE TAG SHALL BE ATTACHED TO EACfli ~PURTENANCE AS FOLLOWS: 1. ATTACH TO VALVE STEM .OIRECTLY;00R',WITH E'lASTIC TIE-WRAP OR 5: ~~~g~ ~g ~fCJ~°dU~}t~~~RE~1~f v~~ ~~Rc JbiT.wrw OR 4. ATTACH TO THE 800'( OF THE R~TI.VE APPURTENANCE W1TH A PLASTIC TIE-WRAP. F."•WARNING TAPE SHALL BE USED ON ALL CONSTANT PRESSURE MAIN LINE PIPING CARRYING POTABLE WATER. G. ·WARNING TAPE SHALL BE A MINIMUM OF 3. INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN UNE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPEswm, PL,ASTIC TAPE BANDED AROUND THE· WARNING TAPE AND THE PIPE EVERY FlVE FEET ON CENTER. Hii WARNING TAPE FOR THE CONSTANT PRESSURE· POTABLE WATER PIPING SHAU BE BLUE IN COLOR WrTH THE WORDS "CAUTION BURIED WATER LINE BELOW" IMPRINTED IN MINIMUM · 1-INCH HIGH 'LITTERS. BLACK IN COLOR. IMl;'RINTING SHALL BE CONTINUOUS ANO PERM~ENT. 1 .. IRWD SHALL BE NOTIFlED TWO DAYS PRIOR :TO THE START OF !RRIGATION CONSTRUCTION AT (949) 453-5300 AND EACH WORKDAY THEREAFTER UNTIL COMPLETION OF PROJECT. J. ·ALL PRESSURE MA.IN LINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE JNSTALLED TO MAINTAIN 10 FEEr ·,MINIMUM HORIZOt-ITAL SEPARATION FROM·.f,LL POTABLE WATER PIPING. WHERE RECYCLED ANO POTABLE WATER PRESSURE MAIN LINE· PIPING CROSS, THE RECYCLED WATER PIP ING SHAU::'BE ·1NSTALL£D BELOW THE POTABLE WATER PIPING IN A'·CLASS 200 PURPLE-COLORED PVC SLEEVE WHICH '. EXTENDS A MIN IMUM OF 5 FED ON:·, EITHER SIDE OF THE POTABLE WATER PIPING. PRO\llDE A MINIMUM VERTICAL 'CLEARANCE OF 8 INCHES. coN:,iENTIONAL (WHITE) PVC PIPE MAY BE USEO FOR SLEEVING MATERIAL IF IT IS TAPED WITH 3 INCH WIDE PURPLE WARNING TAPE WHICH Rf.ADS "CAlITION, RECYCLED WATER ~ DO NOT DRINK" K. THE IRRIGATION SYSTEM HAS BEEN DESlGNEO TO AND MUST BE OPERATED BITWEEN THE HOURS OF 9:00 AND 8:00 AM. UNl£SS OTHERWISE DIRECTED BY THE DISTRICT ENGINEER. \·' P.M. L. ALL NEW C◊M~ON .Afi® WHERE REG.YCLEO WATER IS USEQ AflO . lW.T ,:I.RE ACCESSIBLE TO THE GENERAL PUBLIC SHALL ·BE:.POsrro:;w1TH CONSPICUOUS SIGNS THAT INCLUDE THE FOLLOWING WORDING IN A SIZE NO LESS THAN 4 INCHE$,.'HiGH BY 8 INCHES WIDE, "RECYCLED WATER -·00'.'NOT DRINK" OR "RECLAIMED WATER 00 NO DRINK~:. EAc·H,,slGN SHAU: ALSO DISPLAY AN INTERNATIONAL SYMBOL CONVEYING THE SAME WARNING. ~RAD~pet~d:i~~ ~~l~T~A~vg:: ~~fJN~D ~~di~~DER THE CONTROL OF THE CUSTOMER. ,:· .--... ; ·' N. CONTACT IRWO 'Ei'.c1NE'ERING DEPARTMENT OFFICE nvo DAYS PRlbifl'o THE IRRIGATION SYSTEM COVERAGE TEST AT (949):4.S:r:::s:ioo AND ARRANGE A WALK THROUGH OF Tl;!E SYSTEM. . ,,,,,,,,•,,\;; -. . :," ~w6Al~~~~i ~~t£iJr~Nrtii!~~~ ~fs3,~f l~~~Mr~ii~Nti·1~~-UURNT~~ ,);p~g~~~ OF THE CORRECTIVE_ ~~l ~~:BEEN TAf<~N. . P. WARNING TJ\f:E;:'c*;'.·RECYcLEDi w11.TER CONSTANT 'PRESsuR"E ·MAIN ;UNLPIPING 1s ONLY ALLOWED . ON PROJECT-'-BY;RROJECtS·APPROVAta:lfROM THE DISTRICT: ENGINEER<.'Jf ,APf>ROVEO{. IT MUST FOLLOW THESE INSTALl:ATION: SEEC1i;:lcATibHs. "; • ,· ·• • • • ' , ,-,:·;·, •• ':: ·, • ' • ' 1. wAR~;~t•:fjf\\-~LL' ·st 1.i'sED ON ALL CONSTANT PRitJ0;E ':'M;YNs. 2. WARNIN'G ::_l"~(/SHALL SE}A 'MINIMUM· OF 3, INCH~·.l'/IDE(ANO\SHALI:: RUN CONTINUOUSLY FOR THE ENTJREi'lENGTH .'OF Al:L :CONSTANT PRESSURE· MAlt(,UNE,Cf'iF!INGS THE TAPE SHALL BE ATTACHED TO THE roPi bF.\THt?PIF'E • WITH'::pl.AST]C· TAPE BANDED 'AROUN'O''ri-lt'.WARN!NG. TAPE AND·.PIPE EVERY 5 FEIT .ON.:.CEi\ll:ER~i'.::"· ··.·.'.:-.,< . . .: . ·· >·.,'··'..\:;;,:.:,:,>-../. · 3. wARN1Nc.r :r~F.'E'Ol:OR . THEc'CONSTANT· PRESSURE .RECYctEO:·wATER ;'e!PING SHALL BE PURPLE IN COtOR v/nj!':;:YHE\--'.(l'.Oiios .. ~R.ECjC1£0 .. wA1E,( -DO NOt;_."[)R1N~~·::iMf!~lt{l'.E.D', IN MINIMUM 1-INCH_ 'HIGH, BLACK LEIJE.\;;S;;·,!Ml'RINTING :sHAU·'BE CONTINOOUS· 'AND: PERIAANENT;·r:--:-. . ,,· ·,,";:';o/:\Ci0."·'·. ::·/:. • -:.-.::: ·•·:·\•:s· .• a. CLOSliil~•,oi::i J{Ot:•l.~i~SPEC:TEQ.\)l'.(lRK . ._.., '>•' '. :..: . . THE coNTRA:0;10,R;,~'. NOl.'ALLOVl ·NOR;,,CAUSE ,NIY-OF,.,Tl;:le;:.w;oRl{.;'[O'cBE· C:O'{ERED . OR ., ENCLOSE[), UNTIL';.IT . HAS BEEN•IJNSf3~CTEDi;B'( n-iE;:o:O.VERNMENTAl::;AUTI-IORfn\.)-t~V!~(f JuR1so\r.;:r.(oN, OVER THE :WORK>'St!OUlO. AN( or: ~~o~R,;_~¥.§;,jgf~l~~1~~-~5~o~;~g~~·.11i~~~g~~1~;i~CTOR' SriALL u.NCOVER. AND ' TI-IE Foi.i.6VV1N~ dUicELINEs HA.VE aE=.EN ESTABLISHED sv THE 1RV1Ne RANCH WATER DISTRICT (IRWD) 1N CONJUNCTION WITH THE oRANGE'p:iuNTI' HEALTH bEPARTMENT AND TI--IE sANTA ANA l;<EGIONAL WATER QUALITY CONTROL BOARD. THEY ARE ~~~1\1Wt~?;i:p~r.!}!f,f~~~~~D~~~~Ey~~MOJs~CYCLED WATER IN LANDSCAPE IRRIGATION TO OPEAATE IRRJGA;iiiif}i,~t,~ Tl-HO HO~'.bF 9,l)O P.M. AND 6:.00 A.M. ONLY. WATERJNG OUTSIDE THIS TIME FR/\ME MUST BE DONE MAN(iAtilii.WfrH 'QUA!.IFIED Si.JPERVISORY PERSONNEL ONSITE. ,NO SYSTEM SHALL AT ANYTIME BE LEFT UNATTENDED OURJNG uSE:omiDE'ii'HE 'NORMAL si:i'IEDUlE. . .... ,,.,,. ,,, IRRIGAil=.lif-i",{iWmER Tl--lAT wi[L MINIMl2E RUNOFF. POO(ING.AND PONDING. THE APPLICATION RA.TE SHALL NOT EXCEED Tl-iE 1NFILT/'iATf0N!RATE OF THE'SOIL. TIMERS MUST BEADJUSTEO SO°ASTO BE COMPATIBLE Wint THE LOWEST SOIL INFlkl'RA'riOii!wii"E PRESENT: THIS PROCEDURE MAY BE FACltiTAiED 'BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC cONTRO!l."ClocKS. (I.E. EMPLOYiNG THE REPEAT FUNCTION TO.BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES TI-IAT w1U:::pR0Mb):E MAXIMUM SOIL·ABSORPTION) • . . •. ·, . . ADJUST' ~i~;;)-IEAQs TO ELIMINATE OVER SPAAY ON TO.AREAS NOT UNDER THE CONTROL OF THE'. CUSTOMER. FOR E~Pi'.E POOi. DECKS, PRIVATE PATIOS, SiREETS ANO SIDEWA~KS. .. ----:.: MONiTOID,N[) 'w,:1NTAJN THE SYSTEM TO M!NIMtZE Eau1PMeNt ~D MATERIAL FAILURE. BROKEN SPRINKLER HEADS. LEAKS, UNRE!Jii8°i;E'YAl'..Ves, ETC .. SHOliLD BE REPAREO AS sOON .AS THEY 8ECOME APPARENT. . __ ,:.,:,.,.,:\ '~ '·. ,: .. · . EDUCATE Ati.CiMiNTENANCE PERSONNEL ON A CONTINliOUS·BASIS, OF TI,E·PRESENCE OF RECYCLED WATER. AND THE FACT Tf-lAir 1T,'IS 1-lO'r'APPROVED FOR DRINK1NG PURPOSES. GIVEN THE HIGH TIJRNOVER RATE OF EMPLOYEES IN.THE LANDSCAPE INDliSTJ'\{ rr:1s·1MPORTANT THAT THIS INFORMATION BE 01s'SEMINATEO ON AN ALMOST DAILY BASIS. IT IS YOU. THE I.ANOSCAPE CONTRACTOR, WHO'IS RESPONSIBLE FOR EDUCATING EACH AND EVERYONE OF THE EMPLOYEES. oai'AJN PRlOR,'AF'PROVAL FOR AU PROPOSED CHANGES ANo·M001F1CAnoNs TO ANf ON-61TE FACILITIES. SUCH CHANGES MUS,; BE SUBMITTED TO. AND APPROVED BY, THE DISIBICT ENGINEER OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANOMDS .• FAILURE. TO'COMPL Y WJTH ANY OR ALL OF n,E ABOVE GUIDELINES WILL PLACE THE SYSTEM IN VIOLATION OF THE DISTRICTS ~~t§S~~ ~~tTIONS, AND Will RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPR!ATE CORRECTIVE STEPS IRVINVE RANCM WATER DISTRICT FEELS THAT THE BENEFITS TO BE DERIVED FORM THE SUCCESSFUL APPLICATION OF RECYCLED. WATER MERIT THE OPERA.TING REQUIREMENTS THAT HAVE BEEN ESTABLISED. lF YOU HAVE ANY QUESTIONS, OR IF YOU NEED~ ASSISTANCE, PLEASE'. DO NOT HESITATE TO CALL OUR IRRIGATION WATER GROUP AT (949) 453--5300 REGIONAL WATER QUALITY CONTROL BOARD REQU IRED INFORMATI ON A. THI'.: AVERAGE NUMBER OF PEOPLE AT THIS USE SITE ON A DAILY BASIS ' 'o ,~. SEE PLANS ··c. THE PERSON OR PERSONS RESPONSIBlE FOR THE OPERATION OF THE RECYCLED WATER SYSTEM ;o,.T EACH USE AREA THE USER SUPERVISOR ., D. THE SPECIFIC usi-i TO BE MADE OF THE RECYCLED WATER AT EACH USE AREA IRRIGATION ONLY. E, THE METHODS To·BE tisEO TO ASSURE,THA:r THE INSTAL!ATION ANO ~~:~~~~~~~~~~ci~t:C~~w;:~:~\~~~~t~ ~A~?5 OOSS'"'-"""''"'"'- """"'""'-"""""TA '-""""T ...,.u .. "'" -=-lEV"cl. S'l"A'IIO ""'""""' Cl ,cw,.; OS OOl'«ECJJOM P<lf/TOF"°"'EC1>:li<EW'. ""''° FT. """°"' 00......0C-,CVo ~l£V. ""1.al FT -.,s,N02l'l.e •=•= ._,,, F'T. s;~nc """-""""" " • w,ru,MelcR .. ·"'-'ST'cl!VA!.VC. ... !MS"l<RV,CV~ ~ X:~"I=:..,. ,,,,,,,c;,,,, =•= •·= :,;o,o, G™ =•= .,,,,_ '" PIPING SYSTEM.:-bEsCRISE THE PRESSURE-TEsi"'DONE BEFORE INSTALLI\TION """""' "'1.llFT .. : 5? . .,-PSI "'"' ""' ""~ '-"'""' -~ ~.,,,., '"~ ,.,,,s, ~,,,s, OF1:tJE_METE~ --·-, ._ ... .... ,.(<le_,-.-,_FT ........ ,.; '.,~,,.., IRWD TESTS F6R. CROSS CONNECTION Af.NUALL Y :·•,:. ' F. PIPE'. LOCATIONSOf80rn RECYCLED WATERAl'ilD f>OTABLE SYSTEMS. OR BRIEF EXPl.ANAT1o'N•FoR THE EXCLUSION' O(SYSTEM NOT SHOWN. . . SEE' PLANS • • ... , .. , . ' .,.,.,,,;,,u, v.c Vl'. "'°"' GP" ae,,o1'~VA!.Ve ""'G"" u,-u.., >00.00F"\", HEAOS PSI"'°""'" <O>I l'Sl <OSS ~ ace Hm"'GS El£VA11E).se,w.,:;a W,e$SU!Oe l.OSSGM.'l) ,om·,111C110, cos, ,v ........ , """'"1" _,,.,.,_.,... .... .,.· '""""' ,..,,,s, '-"' "'' """'PS' ~1?PSt ""'""'"'" ~o,,s,o,oss "''-"' ""' ··~ ""'""' .,_., ,St .... ,. ... "'OOFT, ••• 1. CLOSE-COUPLED END SUCTION CENTRIFUGAL PUMP, CAST IRON BRONZE FITTED, BACK PULLOUT DESIGN, MECHANICAL SEA!_ OOP MOTOR. ,2. NEMA 4 ENCLOSED CONTROL PANEL. WITH CIRCUIT BREAKER, MAGNETIC STARTER, HOA SWITCH, AND COMPONENTS FOR AUTOMATIC BOOSTER PUMP CONTROL. 3. MARINE GRADE ALUMINUM ENCLOSURE, TOP HINGED DESIGN W!TH VENTING. .4. CAST IRON .ELASTOMER UNED FULL LUC WAFER STYLE '8UTTERFL Y VALVE. 5. PRESSURE GAUGE. 2 1/2" DIAL, LIQUID Fil.LED, STAINLESS CASE, O -200 PSI. • □ .. . •• ••. • .. ·' . .-•. : •.• 6. FLOW SWITCH. 8RON2E. PADDLE STYLE, NON-ADJUSTABLE, 100 PSI RATED. 7. TYPE "L" COPPER. __ INCH. 8. 150# ANSI RATED BRASS OUTPUT FLANGE. 9. FASRICATEO STRUCTllRAL ALUMINUM BASEPLATE. 10. __ INCH CONCRETE PAO, ASTh! C-94, ACI STD. 318-83 DESIGN MIX, 2SOO PSI RATED. 11. DOUBLE PVC TAPE WRAPPED SRASS-PIPE. 12. PVC SCHEDULE 80/8RASS COMPANION FLANGE CONNECTION. 1J. CONCRETE THRUST BLOCK, _ CU. FT. M!NIMUM. 14. MAIN PO~ CONDUIT. 15. IRRIGATION CONTROLLER SIGNAL CONDUIT. BARRETT ENGINEERED = -~-111 lllll -1111~11m.11111m 111 [IIV!ITI 0910s PUMPS <,-=-'-----'""-"'--"'=="""=""""-~",".,-"'-'""-""-" P~~1,~cT.:-. C~A5!AL PEAK PARK SYS1FM DESIGN PARAMETERS 32D GPM .63.l'SI 4(ll460VAC • Mii;;,;,;;;.~p;.,,u,; • 't,rn'EIO<Di<alYoi~, -·c82'5A--,. ,. j320'Gf'M _:. • MM ••• .. , •• ••'. ._ ,, ....... , .... ,-.... ,.... . •'" ... , ..... ·' . ,, .. , 1·.1 , A ·$1TriP.lix:w.i!ei'c pr!issi.11:e ."bocister.' sys1err" as 'desr9ned, :iind, fabricated-'l:i)'.'.Bai+e'tt : • ' • : , En9iiieered: 'J?urii ~'. ·3;,d_ 'pnlWded,15y ·Grttri' l' ecii',(800 )'427 :07:ZiJ:' .Tliio'" t~iil'. shali:68' • ,:a'.', ooiii "let/ily':11ieralii'iciitei.i'.;Sf.;!ein/wiilj: pump('" I 'tii,g,:eiij(ei:liirai-.~:.>sliuciu\-al, , eiiiflfe'i',~. ·'th8·iiniif& '6oosiEii wi\iP' iimiiibli,,. ·s11aw1lo'i:.-·us!ect an::,,;.pp·rove<1. • •. ·.,.' 1.2 .,PLiirip'sii~]d,'~: .. _" ' ~:. < ".'".'.· :.•--::?· .:":':,;•:· ,.:, ,_-, .... ':;. :· '.'••:·.:· .••• -,,:• •. ,._. · · 0 1.~.1, (~·,:,:ir; ~~nesi. sin~~·~.~~ ~'~~;~~~~:-~~.cOup1ed c~iriru9~1)ca~\ron· brohze fllled"ci:irls1rtittion/equippoo,'Wittni1ecrtaiiie8I shaft i:ielil; tiack j)IJlloUI d'esign; m'ipe!lei:shaU: bi, k8ye'rl' and,!oi:keG' to thi,_ Sha'lhvilh' a h,;x he"ad impeller. hul:aoo Washer. Pump· stiatt·.'~Han, be .high:slfen'gth 'S:AE. 1045 carbon steel pio!ecled in !he si.:rifi<ig biii(iirea:by a replateabte' bron:i:e shaft sle'eve'. Pump shall 6~ diirnly cq"lipl¢<1 f~ ~-y-~~ electric·motor. 1.3 Eleclrlo mo-lor shall be of Iii!/-sq'ilirref ciige ind\lC!ion: typii suifab!<S' ro, full voJtage startii19. Motoi-. SiiaLf · be? cloP'.'to ~'aid .iriJ :001;ng:_:E1.iktiic'.'ii,olof')ihaiJ' be' rr,i!ed'foi. conlinuo~ service. The motor shall have horsepower ratings such \hat the motor will carry, !he maximum possible load to be developed Under the designed pumping conditions and not ovmload the motor beyond !he nameplale rating of !he me>tor. Molor shall have a 1.15 ser,O:e factor, Tha _"motor shall coimim, to the iatest NEMA Sla,!1~a(ds for motor design and construction. t.4 Puo\p Conlrol Panel shall have a NEMA 4X plain front non-mEitallio enclosure with padlock latChes. This Includes power and control re•settable' llierma! circuit breakers, heavy dutY magn·etic st.after with idjustable overloatrprotectfoh,.fla:lid-Off•Auto sYiilch I<> selee1:ni0de·Ofoj,en:iiltin,-and heavy duty numbered teiminal ·Stiips fOr. pClWer an.it control wiring lead lermin8~ons. • • 1.5 Metal oxide varistor protei:ted pump start relay(s) incorporated in panel to s.iart pump with sig,ial from.each frriga~on controller. 1.6 All system piping shall be !)<;le "L" copper. All fittings shall be copper 01 brass, with unions ·or flanges to a!IOW for system dlsassemblY. or major component remi>val. System shall incorporate an integral full pipe sl;re bypass line with isolaHon valve to alfow for pu,i,p ,eflli>va! and repair without disrupting warer' suppty tO system:· .. 1.7 lsOration vali-es sha~ be all brass quarter tum ball v.ilve"s with h:ird chfcime·b~II on line$ Z: and:fess. Isolation valves sl,all be lug sly\e butterfly valves will\' Btiria,N eliistome~c seats. ductie lron ·niokel ·coateri disc, and staioless s\MI stem w~h hMdte a,id 10 posnion galvanized memory plate on lines 2½" and grealer. • 1.8 Gauges shall be 2½" diameter face. glycerin filed with stalnlsss caslng and brass intema!s. • P.O. Bo~ 13130 S•n l>i•go CA:?ll 70:-J13U • !~95 National Ave. San l)i,i:o CA. 921 !J Pliono'\619) Hl, 1867 • FAX (6!9) 2.n.,;029 Rt'pre,on(td b)":"Gi,ioii l'"liluot Salos> (949) 584,7311 • gpslOl!_i,eo!'!hlink.Ml _ "' '-;:, -.,,;·,:?..':.f:.:::,.,.se,;.,::.'c:•,;;,-/, •. .-·:"·'', '.:,,,;,.·:,.:·,; .. ,.,. ;,., .. ~, : • . ,· , 1-.9 Flow actiyaled P,,llale sljle roago"elii;;a!ly coµpled flow ~Wl!ch, sl!):lsltive .to flows as,1ow ~ • •• ~ • :,as 1: fp,\:, m9Unte-(i:6n' PiJ?lng ani:I ll'!tiii-cbo~&lei:f /d)im~ de/:tl1elay to sh\Jj ilown 11urnP • • ·,,;--.'.':;, :; .j:iri .DbcffciW:COil.O)lions' •. tirrr!i.:delii"y i'el~,iitljtisfa\Qle froni:O)O: 5 .1:rijn~les;c ·~ •. ;-_:::· •. '::: • .' ':.. . . . . . • ,,. '""" .,.,., .. ,.<. ••-·· ·•··' '., ... ' .. ,.,,< .... , ...... , ,. • .,, • ... ., ·t.'.1':I6);•µnj~:;:sy{t~rii':ilfi"a\1 -:ijii)'ri·oi:i:iti.~~rr,~:imi~l'~(llltlJ.tiiiiri'-'.ii~id\f,ff/ffiO~t1t'/;'i0:1a·~ie·i :/ .. . °:-~' ;' :3 (n . ."t,:<irit; :m_iil )l'.aSI!-·, t,f ~io.'!'(fl:i(i\ioja\li!)llif <?t ~~Kl'.!,~ :¢,.i:!i#~ ,P'a.d,)lt(d 0 8~UipP.~·ifW~i(' '. : ····" •• .. '. : pip'.e SQPii.~-oif Stlc!k'!ri;~i:l:di~.ci:large: pijiiii\{-·~;'!)µIs ,:ari_i:f bol_!A"ai:lf-W,8S~iiiS k,.tjlf:·· • • ·;clJ\ia""'t.inc coote? sfiiel•'o/1 §k!ij anij plj)l~g .. Sk1C )ohao· iiicJude )Tloun.lliig "har<lw.lrefof \ ~/'..;i 'i!l:ite:~'~ltl)T)!.o.u.rri:.en<:1;>~.[f:,-:,}\i>;;/;/i";·.'·._>:tA s:: .. .\'. ;·:: c.-'·· ·',i:--\<·C ·'.'.; \~·'!·:·,-./:i'.,. ··.:1 : 1'1, :Jh'<ai ,S)'sMn : ericlOirJre-:sfi;in. be • \Jaiidal \iil10 :wea11isf;reiistiinr;•ftl 'i-iirni?:Qi8d9.'~1uiri1nJrii • -; ,. /.: : \/ ~i19k : 5052:"H.32:::P1iis.itlicil6'ii./~1i~!··:;;e~i~fiii~i'iit<Pt1ii¼¾1S.' \for'. :O~n(i :'.~d :'·ti.eii!:-'.':} ; .• : :· .. 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", ·, .. .-., .• ,-_.,,.-.,-,,.;--~C: ., : • + ,_-. -; · • t .: /6'-",: (A: t'f li;Wli.'!l'of: Sii~l_~iijed )if ·!)i8,."$1.~~·rii,':P~~i.9"6·.;·~.e{<S'r~>'$.o~fi_* 'f,rtf ~Uiili.&'IJ (:·f :\;• • , ,: . , .foarri shall be ?ns.l;alle~'qn fn1eriot o\ et1closure ~lqi 1;,affles" on',ventln9 to r:e<lu~ • .: }···~ .• .. sounileman~MQ'Jroiiithel:ioosJersr,;l,!lm: :·· •. •. . .·.' .. '.. _. ,, .,<·\,. ~t : ·(ittbWJ~;;:~ ~iic)fi~\;-,:,u;·~,f·'~~;,ti;i@i/;;~~~~ii Vit~tC·.if/·tt~·~,.:'_'c\· C:,,:':'·"riri_~~;.~1~/ii);:_~,iny1ri:·~~:irii/ft ~#i~:pp'W~~:.~0~:"#i.ii¥!).'•#A~t;r .. ffi:;m:,_t~r:/" . . . . , " : : :' y~t:). :.cs~.~11).: ~,:. r,s'-o/1~~: ,w.e~.~a9.~· :Jl!9.n.jj],';fr~l!1,.··~.te.':'. c:rn,_o_llr).hii"t sf.i!lr,1\?(;~ ,~ ~.te~f ,: z . :.::.=.:'.-::;~~:''.;fJo6;~~~1tJ~~us:Jw8:1t\~{/~6!~%c~£~~-~.~1~i£~1;~~~;~Jt~fJ~.~':J1r~,·-·:-,::; . ',.-::;:/;: ... ;\{l~}i~tf~:t(&~-'.o/t~;}~}tt;t;st;t~tZJ~t~~t1tJf~\{:\t?;):fti\.;{i\'.:<); • • .,h f 3 ':Jfie :i:efylces.:of:a}actory: frep/es~n!aliv"e'•6r; ~Tried."sefrvice 11rnres$1ona1 shall· -be . mace· •.• : •: ;,; .. •;:_;r aya,1a):i.l'ii .¥iJ ittli!Jiti' :~;ie :t(, 't:fjei;K.' 1/i:sfa~.:i.i/Qii-.'iiirid:piirlo•rifi:;tl'i~·' Stiirfili,\:1iid: • inSii-i:Jt·t • iiie , :;· '· ,,·,:.~;\:·:opeiiiiJ'1,Q".,~e1:SQn"clE!1/_A.:i:si~iti.iP/T$Qrt·:·i:;q"n;ai6ii'ig-:joj.i\i:9e\ari~·:·~tn~<:i{a,jli":·'foiidln9i.;:;.·.-.; '!: ·_;/ \SticifOif'., a,id: ijj~af • ~-.-·· • i'eSSU,j' .• ~eiiifn "ii;.• estilllat8i:f f!OW:' clilii;litfoiiS' •,', :a.\d-· "'"e\iera): •. · ::, ~}-·: V \. bpi,f.ai • • -. • ·µ;ijrii:~rlS~.c:sitiiJ~·bi¥ S:U~irti.~:ti:Hhi:Q>y~~._,.-;:).:.) :'.: :'.'-(;:: :. : Li:;: ,;';{.: ::.:;< .. 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""51'" VA!.V1S "°'oo (;»1,< >" W,S,eSVAl,V,, "'OOGP!,\ ,. ..,,...., """""-" ""·"'""" .,, .. PSI ··~ i» 1'$1 POll<TOF"°""'CTION ELcV. -00 FT. "'"""'-= V,,LVS El.EV. 1004.a) Fl", ll!GHEST..-om< EilaYA'tiOO ,coo.con S"T•l!C·~ QIECY.U.V< MM s-,sn,~ "OW "'"'-""'" PReSS-cOSS'!!> VALV, C:.,O r WAYe!I"''-"'" <' "'""" VACVo .-MAS1UYALV. ,,. 8""""-TSr,,;J,"'R ,. now s,.'<SC<! ? F!,O'NSO:NSOI! _.,,G.,. 30000GPM ... O>GPM --320.00G"' .. OOGPM • '·" P$J "-""' SE<,a0l< ..owset<Sol< S.,,,.,.. LINS ... seoc,ceu," <11,ooFT. ,., ... ... ~" ""' --.,, """""' GO<OFT, '" ""'""'" .,,,·-• '"" "'" ""·"'·FT. ....... "' .,.. .....,..Ulla ' ' • 6'"-"""-1. VALV>; AE~OTS COO'mOl v"'.Ve ""'"'""" 1 0, PSI .... 1'$1 o,ro PSr a .. ,., '·" ,,., ~, .. ;, "''.!'Si ...... , , ..... , ,.00 .. 1 ..... s, -~·vA W""' ...,'?'f.:,mm·¢p;.1 ·~ .. =•= 1 ,,;-».00 G"' """"'"· , OO<'SI --~ ~""""' "'-00 ?SL ··~ ~"'""'"'" ,., es«oss ... ,. ... , ""PS' , ... ., PSI "'"' ,,., ........ <A1'ML ,,,.,, moo ,,-, ..,,OS ,s. "'°""'" 1«,1'$11.0SS~AtL= •t,£V~TIOO °""" I""''"'" L~ •uaTOTA!. ""' OCML\'Si'o,cr ,. nrr,i.flOO"nOOilOSS •v.,....,,,n.,..•""" """"""""''''"""" ~ .... , QOOPS'""" ~""I'S'""' =•• 1~, PS< ....... ,, -0, -·· ,..-i,:.o~OJNIROl,VAI.Vie 00,GP" lA1'AACU"' """'°FT, >IE,.(,; PS'"'""""" -.,,, LOSS """"->GH AU. mm,$ • ..,,..""" ow,;, II'"'""""' •==i 'OTA/, -=no• LOSS AVAIW<Ce P/IUSURe """"""' .,...,,,,.,, ® 'IEIS'HONEHOOKIJl'RlRCONTll()UBl8 IRRIGATIOIN LEGEND HEAD SYMBOL LEGDlD MAKER MODEL NUM8£R DESCRJPTION NOZZLE PATTERN . GPM PS! AAOIUS OITA!L ., Tl:IE ~N\RA.CT01'{ .SHALt.:,B6.f:IES~ONSJBLE ~~-"P:tE. BU,Slt;IESS TELEPHONE jACKAND ALL CONNECTION FEES. cooRti1NATlbN Af:10 Af'f;'LICATION. TO THE LOCAL PHONE COMPANY FOR EACH TELEPHONE CONNECTION REQUIRED FOR THE lRR!GATION CONTT!.OLLERS·JNOICATEDON IRRIGATION PLANS. TttE 8!Ll1NG PARTY DESIGNATION SfiAi.L BE TRANSFERRE0D TO THE OWNER DESIGNATED EN°TJTY At COMPLETION OF THE PROJECT BY THE '®· . ,TORO: • 2001,-6 E 3'75~··ROTOR:POP-UP .. 6 ,YELLOW· 15 BlACK • 30'-:-380' 5.8 40 48' A,D , ,:, ~~H~N~RL~E~ ~~~~~~~~~;,,.,~:~~ L1NES 24" BELOW FINISH GRAOE WITH PULL ROPE: CONTRACTOR TO COORDINATE WITH LOCAL PHONE COMPANY. CONTROIJ.B\IV~VEWIREMOtE: • WtIDI SQECJiN$ THE·'MRE Sfl£ FOR WIRING BElWEEll CON1ROU.ER NID YALVES,.11-IE DISI"~· SffOUI.!). BE ,JAKDf MO: ACCOU/il'. "lHE F01.LOMNG GUlil:El.ll!E'S.·N!E 8'3£0 ON A 10 PERCENT.IDSS or ' 1/0LTAOC_ 'i'ITH:'A· SIX' WATT 'sotINO!O. IF MULTIPt! SIATIONS 'ARE -ON ~T ~~~~~=~~~~ """'· WIRE Lf.NGtl1 ,000 "" ,000 ,m 5000 ,m YOOE: SRf ,. .. 12 AWG 10·AWG IRWD LJC NOTE1: lHE IRRIGATION CONJR,\!;l"OR SKA!.!. f'UJSfl AND AOJUST ALL ,SPRIIOO..ER HEADS AND VALVES FOR OPTIMUM CCMRACE WITH ·MINIWJ.. CNE:l!S!"AAY ONTO WAU<S, Sf!!EEJS, w'AU.S, ac. lHIS SIW.l. IHCUIOE SB.ECTING THE BfST D£GREE Of ARC AND/OR RADIUS OF NOZZLE AND/OR PRESSURE COMPENSATING SCREEN TO RT EX1Sl1NG Sfl"E CONOITJONS. IRWE) LJC NOTE2: ASSURE TI-14.T NO "RECLYCI.ID WATER' IS INSIAUID PAST "PRIVATE PRO?Elm'" UNES. THIS INCWDES AHr GATEO ENTRIES TO HOMES. BACK YARDS OR AHr AREA UNDER THE com-RO!. or lHE tNDMDUAI. HOMEOWNER. !l " .0. n d ' M ' TORO 2001 15 E 3.75~· R9TOR POP UP 30"-380' J..!b ., 52' A,D TORO 2001 f" 15 E -3.75" ROTOR ?OP-UP 15 BLACK 3 I 12. ., 52' A,O RAINBIRD FALCON F4-PC-SS-HS-HIGH SPEED ROTATION 4" ROTOR POP-UP F4 PC SS-4 40'-360" 13.3 I 40 41' A,D RAINB!RD FALCON F4--PC,-SS-HS-HIGH SPEED ROTATION 4" ROTOR POP-UP F4--PC SS 10 40'-380' 8.1 40 RAINB!RO 5006-PL FC/PC SAM N 8" ROTOR POP-UP 1380" .180' 90: 8.82 .33 1.67 35 34· A,D RAINBIRD RAINBIRD 5006-PL-FC/PC--~-N 5008 PL FC/PC ~ N -6" ROTOR POP-UP 6" ROTOR POP UP MPR 35-F/H/Q MPR-30-~ -41 Q MPR 25 Ff.!. /Q IJ8Q" 180' • 90' 5.08 2.59 1 .23 0305'-+~3,o_' +-'='- 3~~ ,air '90' 3.341.73 o.a "'"''-"~'s''--'"'='-1 . ·. 1. RAINBlRD RAINB!RO RAINSJRD 5012 PL" PC SAM N 5012-PL PC SAM N 5012 PL PC SAM N 12" ROTOR POP UP 12" ROTOR POP UP 12" ROTOR. POP-UP MPR 35-f" /H/Q MPR ' 30 f/H/Q MPR 25 f/H/0 180' 90' • 18Q' •90' . • 180: :90'. 3.331.87 35 2.59 1.23 35 1.730.Mf.35 33' ,,· 23' ~:jilW~N~B~<R~o,::~soo~~o;:,,:::,~,;=jec~cZ "'~"-~""~~-~,=~Js~H~R~o~BjRO~T£OR~======:::t~•~e~,;:-~,,~-~e~/~H~/go======~3~•g·~t,~•~•g:i•~•~-~•~-" 0-303c1_.."7e.a'e'+c'c'c'+c'so,_. 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Fl.DY( ~NG CA!11£ FROM THE ADJN:00 P~S P.O.C; TO 'COlllROIJ.£RS O:Jff!RICrofrTO :PUll THE MASTER VALVE ll1RES FROM THE MASt.R VAL Y[:,10,·CON1RO!l£RS. OOffffl/lCTOR: TD' P1IU. AN ~ ~TIOH CAill.E FROM OOtllR(l(lER ,"f .. 'T0'COffll!OU.£RS 'B", "c" RID "D" coifflW;TOR 5™1.1. C:OONECf PllMI' TO CQH!ROU.£R(S} • '. ·Te:', R>JN·:MASTER £VOl:lll10N DX2 ..,li_SfATION, .'-=:/. • CONl'ROLl.ER ASSEMBLY, WALL .MOUNT ~ .STl+.1N!m,Slnl.. W/ ·!MlrGAAw HSOX'·-O.:l ·now SENSOR . OPllOH.NIO H50X'-l!Vf•.C(ll,IMU~TION· OPl10N FOR Fl.0'/1 " SHAAlffG :·ASSalliLY: 'lilooEL' NIJll9£R: HS724-0X2~/HSOX--03/11SOX-NW © IWN MA5TtR EVOLUTION OX2 ~STATION, comRc\l.LER ASSEM8LY; \V,\Ll. MOUNT . HYMD-SCN'E. SfAl!ll£SS Slnl.. W/ IITTEGR/1.llll NSOX--03. f1l7II' SENSOR ~~m':%i..,)~=CHw.wo: ~~~- HS124;-DX24SWMS/HS~;--03/llSDX'-liW/HSI.VP-KE'l'(2)· RAIN ·MASTER EVOUJTION DX2 ....li......STATION, CONTROLl.ER ASSEMBLY, WALL MOUt-rr ll'tDRO-SCAPE, srN!IU:SS Slnl.., w;, W!EGR/1.llll HSDX--03 fl.OW SENSOR OPllON AH!:( HSllX-NW· COMlill)NJ(;l+.TIOH OPTION FOR FLOW 'SfW!iNG ASSEMBLY. MOOa NUIIOO!s HSn4-DX24SWMS/HSOX'-03/HSOX-KW SEE DETAIL.IL, SHEEr L-fil . COfffflACfOR S1-1A1.1. VD!IFY UEC'lRKX STUB LOCATION PER mRA-TECH llllm'. Pl.ANS. CO!iTRACTOR' SI-IAl.1.. liPPLY FOR ElfCTRIC.ll PERMJr AND IS RESl'0'6181..E roR PA"llNG, ALL, FEES Nm COSTS. ASSOCIATID wmt PERMlf. PURCHASE =•~W::· ~iNSl"AU. .IU NtCESSIR!' CONDUllS, :31ttPES,:COND1JCTORS EiC. FROM ElECll!ICAI. ME1tR ltl lf!RIGll"!ION COffTROU.ERS.:REIWK)[.£SS or. l.£NGlH OF RUii. \gl\fY l£NGIH PRIOR TO BIO.:IIO·K>OOIOIW. COMPENSATION AJJ..OWm. COfflRACTOR. S1W.1 COCll!OOiA.TE POWER llP OF NJ. OO!CES . COlf1RACtOR SHAll PRO'l'IDE A GROUNDED Wl+.li.RPROOF" OUlLEr WITHIN . !liCt.OSURES . SE[. AOOl!IONll 1~110~ N01IS ANO SPECS, -~-~,UIC. 5805· ·KE,\llH'I' WJ>:, RO . SAN. DIEGO,= CA· 9212J • (858) ·~1600 •. • ,.,,,,.,__,cme<,• "'"' "'" ,.~ "" "" ·-~ QSQ?SI o•~ "~ ., .... &1&PSi ,-o,·os, ,.~ .. ,, --~ .. ,, ""''"'"''y ,,..,.,css ";1:·~ ....... , .,oo as, ~-~ ""'''°""'LOSS °"TA LOIEGDT,..,•UOE .,,. """ lilOfli:ST HWI lf/C<W.UCGAAOS,_EVSC $1Al1C PRESS'-"" fl PQWl" OS o:,,,,,;COC>N """""'""""'coo.,ue1,. -oon. "'"°"' cournoc VAE. v• ''-"'·. ,_00 FT '"""5ST>=.e EUoVA'/IOH ,000.00 FT. $TA1l(: ""'""""" QI SC VA!.Ve """SYS,eM Fl.OW "'"""EO P!ESS,,..I.OSSQWJ.VC 0-1' .-WA1'R'""'R ,. w.S"TliRVA!.\-a ,-,..s;t.RVA!."1i ~ =;,:"" 2' FLOW"'"'"''' -"' """ =•= "'"' """ -"'<;,O" =•= ~ .•• ,..... 00.00 "'· .-••.•. ~~-,;..,:vi,; !><t,OOFT.,.,.,.,Q>i ; ''°~· AE~Olo "°""'°1. v•WE 4.00 °"" lA1'.AA:. ll'-<' 200.00 ... =~:.AU.,mu,,,s Elt'VAm,a C,W,,,,. \!'O,SSUae tOSSl<l<Wi TOTA\. 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Slz.E,, PER "" •, .. 0 L-5,t ' ' ~~ (4) .3" "" ~-~ CONDUn:i; •. ~Ofl , C0NTR0U.£R ~ WIRES./ REfIR " --~~ -= L;-3.2 :· . N,0,P L'-5.1 --;s-:-w --~ ,. "" = ., CONWrf • W!llt , IIOOEli' EV.:.cAB.-,.SEN ·RIJN , MO.STER = -~ -N,O,P L-5.1 . ,,, 10UF"/UL COPPf,R .. l'!IRE:,FOR: ~ VN,VE. -" !RR~TION ~~ -~"" L-3.2 I . . . . . . . . . . . --,. -,w = ~ ate.Tlffi:AI. ·eomurr•.'olITH w-=""'-"" CDHl'IUN!CAnnN •CABI..E N00.P L-5.1 _, _, _, ---,. = ~vc = 00· EL£C:nuCAl:,camvIT, \(IT!i· W •== = ~·= == -· . N.O.P L-5.1 =m m IRRlGATI!»l:SOOIATIC. llJAll<AM· Sl£CT ,-~ ---~ ,. ·~ "' = ~ £LECTRJC<'lt, CIJl'IDUn:,,'flnt "' " ~-== -= ~~ --~ -m ff,O,P L-S.1 IRR!GATD'I, F'UIN. Nl[I, SCHEHATICCDI/\GAAN = ,-~ N,O.P L-5.1 COffTINUl+.TION OF .. IATERAL OR:~ffUNE(REFER · .TO. ADJACENT W..TCNLINE ~= '°· I "' ~ 1419-138 INO!.IS"IR:'{. PUI.L 089X" ~.· '.El£CTRIC'· W/ ,.. =---• oo,, =· ' L-5.1 .. -El.ECfRICAI. CONNECflQN: ,Pf;ICS!JE;.~. l'lN!S ... . APPRO\'El -= w TW ·. ut£S,,REliimi!:D;, . -~ m = --•= --=m ~ ~ -11t1s:S1£IT. .>,· '"' !IECYCLED \fAttR, ~ =· ~-:~;;.;_<"Ill, ~ ~ " =• ,;, & "'"""" "'"" Sl(\N.PER ,,.,, .sro:u;l<?,TIONS. ,;, -,, CO,l,CH .SWITCH . FOR .BRICK, ousr,1RRIG,\'lloN , .. ~ ~---,, .,.,_ INCWOE ' lll'fl+.tliER -',, - -vn!OAI.. """"' EJICtoSUR!:'; N!EJAA. 3R -oo, • 42" ·ON FOICE: """ lDCKAilIB FOR -~ .. ~ECl!ANISi.f • AT '"' DUoout·ANl:t KSURfAC£ "'""' ' "'' "" '"'" IRR!G. ~ DICI.OSIJR£ "'" ™' n~ING ""''· Ruiil,·TO · IRR!G'.lK'IN "" ~, SCHEMI.TIC ""'"'" '"= L-3.2 VAi.VE NO./ ::;@ COITTROll.ER SEQUENCE ~ 15.1),,......,,_GPM VALV<. SIZE 1' MASTER, 9 B )Cl.-l.llON VN..Vf. AS - ·40' APPROVAL FOR ONSITE RECYCLED WATER SYSTEM: ·oNLY. WATER .MEf83S AND All CONNECTION$,-.T0.IRVJNE RANCH WATER DISTRICT (IRWD)_-::··.: .. FACJLJnES MUST BE APPLIED FOR AND/OR Af'f;'ROVED THROUGH THE IRWD OEVELOPMOO SERVICES .GROUe. FOR SPECIFIC REQUl~MENTS. /:OR OSTAINING SERVICE CAll -'i' (949j 4·53-5300 • -• • PLAlf CHECK NO, ' ·,·;' ·2648· ONSITE APPROVAL -----~----'----- ':.-••,·>. ''t ·•;, :" M~---~c_._c._~--- .,.:.~.:.(::t\ • .. • .. 1 ;• . ... .:·.BN,.cw ··-OATE ·FEBRIJ~y, 7, 2007 ·, .'·JOB NO. ·::b2:«i~ .. SHEETS .: ._,, ••.. "•·'" ·,C ·••• .. •.•• ','· .,,, <.•.,•.-.~-,,.,,.,~.,.-._. .. ,-,~ •••• Tnn .... n""••n n!•n• ""., •"""""'"""• •"•" "• =•'"'"'"'un '"" """'~•• <•• re. whlrh '""" '"'"" ""'""IM oorl rn,hr.-,,,hnn 1M.-..-,f ;s.,~n=siv '''".""' rn ,mch us.> Renm<lllcfon nubllea!1nn. or reuse·bv anv.melhod.'in whole or in oar! will\oullh• exoo,ss c:onsent'of Claik &' Graen Aiisoc:t.lltes ~ tm,t,·bhed: r~·e to ttle o~ns and soeoffi08Uons reri,s•a In Clerk & Gr<ien Associat•s \,;\hbut orn·ud;,;.,. V.sual c:ontac!·with !hes<> Plaos and s:>ecifieati~ Shall c:onstiMa P<ima fao'e evk!enoa of ttle ae,!eolance'oft/;e' a-restrictions. I ' I - ,· ' -:-~i ;;: . ~ ,.,c,; . .• ' \ ' \ ' .,· ·: -' ' .i' •. ' ' ' " ' DIAL iEFORE YOU: DIG ' TO~L 'FREE ",'..:--,/'· ·,, ;, i\~:'.i, ., ,. _. :·,i;c ·,'./-::,~-,-... ;};;{_ .·\:.'?i ,.::,;'::'' ., .. . ' ... ,. '" ·-;_, ,:':>:· ,; .;' I . -• -~ '~ ---- . n,a .;'it'CRKING .\ ·',liAJS/BE6CJRE _ '.'·":'->,";:YIJU\D!G 1--=eoo;.<.·22z::..:ztmo ., ''"'•'"•·,-.. ,.; " -, __ . -,' --.. A PUBLIC SERVICE ·~. UNOERGROUND·:SE_i3XICf: .. ~LERT • : 'i:, ·.,:.,:;.i\\f:::~·t •. - ·. ,_ ·. ' ' ...... ., a ... ,. - •. ',; -- . . •. " .. ' NOTE: . CbNTfiACTOR SHALL ST AKE f HE LOCATION OF. ALL ,--,,,----;------cc----------------------------------------------.:-,REMoTEFCdNTRot\rALVEs ;-GATEJBALLVAt\i'ES;OU!CK ------cotiPLERS,.'PiJLt BQXES·,:R.EUEF VALVES, MASTER ~------------PVc-s61:140 ELL ~-------~---PVc'SC1-Ho ·N11>PLE (TYP1CAL, LENGTH AS REQUfREO) •• -30'1¥lb~:i:'1NeAj{te!~GT~-=-• ' bF:WIRE;-COILED . . ~ ;•, ·'c::•; - . , ... -'""~ ~-----1::Cill VALVES, Fi..ow SENsoRS,PuMP, BASKET STRAINERS, • --------AND CONTROLLERS IN TiiE.F!ELb FOR REVIEW AND APPROVAL OF THE.LANDSCAP.i::AR:CiilTECT. RELOCATE AS DIRECTED. , ; ; .,: .. ' .-,. 1 w~1~rliiWlP°i.~~i~ioN: {1:0F.2}"- ' ,-----VALVE sOx-Wii"i-1:GREEN COVER: . ••. ' /-'-/// ~ ' ' •. '. ·-\ -- 1 ,,, -/- ' I .. I ' / j I / • / --·/ ... -... • ' I / i ' • • • / ' ! / / ' I I . •. " . . . .. I i ·-: ' RAIN BIRD VB-(IMB ,~---ID TAG: RAIN BJR[)v'ID SERIES -ToP·oF·MuLqH F!NlSH GRA[I~ .. sAS.Ker·sT~~ER • . . . '. REMOTE coNT~\:?:L VALVE PVC LATERAL PVC. SCH 40: ~lE ADAPTER ··. •. PVC SCH 80 NIPPLE, CLOSE (1 OF 3) PVC SCH eo·y~lON J:'OR SERVICING ASSEMBL y c---~-Pvc MAlN[lt,lE:·· '------3-!NCH MIN)ti.-lUM DEPTH OF ,_ _______ 8;:~~~~cir:i;SH~D GRAVEL ,-________ PVC SCH 8(f N1pPLE (2-!NCH LENGHT, HIDDEN) AND PVC $CH 40 ELL ~-------PVC SCH40TEE OR ELL A BUBBLER RCV & Bf\SKEr STRAIN$fl ASSeMBLY . ii )'' . •'/: -' "'+'~~~"'-Ri2"'-'+~~--s·· -.· •.-· • " ~ . ·, ... · .. , -;., \' ·_>~¼:·{:~ ;ff ;.::?-'.~-~~{? . • "- . ""----=' ·, ·• . :\ . ;: ·C:·-¾-c: -... ..,.•· .•. -.::::;..... .•." • .. '.· . • ."'-'. · : • . . . ~ ..... -:--';.(:..:.._ "©\ ._. . : . . • • :......_. ,,;: . . . @ • ,·.·. -' ..... _ r. \ ------; ~. IRRIGATION BUBBLER LEGEND ,,. . -~ --·-' --...... ..,,·.:.... .. . ·...; ·-·- . ., : ,., ; ·,, .. ·-,.·--· --·-·--,_ ' •.• ' -••ss SYMBOL LEGEND .MAKER . M0DEl NUMBER-DESCRlPT!ON PATTERN GPH PSI RAO!US• - ibETA!L :~st~ro.:s • MlltTi;dlJTLET'XERl:.SUG -"·'''"·:: ' sua:,-:.) }'·-'-:) □ RAINB!R.ci. 360°·.TRICKLE . 1.0-X6 :• 25 ' ··>::.:\· . : :·-,. ,' -... - ~ -·ows:PRV-PRESSLiRE REGULATING REMOTE CONTROL'VAL\i8.SizE·PER'PLAN, PER'DETAIL A . THiS /:"~·i K, P, U GRISWOLD 's'HEET. ·,_... • :·.· · :.· -:,·.·; .. . . .. -., ........... ) : . QKCHK-200M0UICK.:CHEC~ • ·1~ BASKET FILTER WITH 200'.MESHSCREEN. PER DETAIL • A . THIS·.' --(I) • RAINBIRD"· '. ., ... ' K,·u ' . ---SHEEL -· .. : ' APPROVED ' Q PVC SCHEDUl£:40 LATERAL LINE, SEE PLAN FOR SIZE ' + TREE LO.CATldN·'f'ER, TREE Ph.ANTING PLAN C0t:,JTRACT0R.'T0.;\i:ER.iFY TREE LOCATtbN IN THE .. " . . - FIELD. ADJUST BUBBLER LOCATION AS NECESSARY. NOADoiTIONAl. COMPENSAT!ON ALLOWED:., ' - SEE IRRIGATION DETAlL SHEET AND SPECIFICATIONS SHEET S~ SHEETS NO. l-3.1 TO t-3.4 FOFU.IAlNltNE LOCATION. -' VALVE NOJ ,,,.,,---.....,. CONTROLLER SEQUENCE@· 0.00 ~PM .... VALVE SIZE-.._.,, ••• . " . ---· AS- APPROVAL FOR ONSITE •. RECYCLED WATER SYSTEM -,ONLY . 40' " '·. ··-' ... , - -' ' . z <( ...J a.. QC . . ,:,, 'Ll,&,;:I' ' • • 'DA:(E· FE.8~/JMY:7. 2(]07 • ,""JCS NO. •. -· •. '" ., ;•.;Si:IEEr· .. . .,. . . • V • . -·· .. ,· .. '• ........ ,. ........ , ............................ ,............. • ..... ,,c,.-.v .•--•,.••""-· , .. ,. ..... • ...... .,"... •···, "'" ....... ·,··••"·· -, Tt... uoo.0f meoo plaris)irld splieir.oatlons· sl'lal.l·be ieslll<-ted.to the onglllal sil8 forwllicl> lhey, were p«lpared and pi,~1;c,ation: lherao( ls-iti:pr&sljt' limit9d !O sueh~~sil. Rgpro<fuction/ plibllcat16n, <ir ielise:by. iiny_ method: in. ,;11o1e.0r ln. ~ .Wrlhout the·exp·ress· o:>nsent of Clark ll Gmen Associates Is proh;blted, Title • k\ tJie,plans 'a~ specifrca!ior,s remain ;n c1at~ ll Gteeri• Associates' 'Yl!lhiiUt'ii~Ju~lce, v....,a1 contact with lheS~ plaonl'l<! •~tkios-s.tiall ,:Onsfilllte prima facle avid~/,-,, of the aceaplarQf of tnes,,· restrictions. ·., · .. ,,.,.· ... , •.·• ...... ' .. ·.·. ·=·. . ... . . :,···· : .. , ..... , ... · ... ,;.,, . . ·,· .. • ... :.,.:.,··,.-· ... _..,,.. • . . . .,,_... .-, .. ·; .. · ,,·.,.·. . . _.._...--c . .-., ... ,... . ., .. :, ... , . .-...... ;-. ... ' ' ' ) :' -'i ,i .-, - ~ ~cafi?H --- Wf.E, TQ,.~'IED FB.D. e,A,TW;!TE. ~~~ OF. WR;., Ci:)LS). NBCO ,-_,J\:FFl,.AN,:£> GATE VAL.YE 11V 2( Cf'ERATN:!, NIT. V ' " ' "-, ' ' MASTER VALVE r--------lU.i.TER ~~(!Cf 2l ,....,, """" ,--VAL.YE SOX, A.JU.. BOX, ETC. r--CONCRETE PATI-1 OR 11J"1' EDGE ': ._, •. :-.,:,:-tt{;_;;:-_u,~-rr:~·-,• __ .,, ... , •:·.-.::-;;:;•1_c;·.:: .. _ R WATER ~ ~ (I OF 2) f14&~~VAI.YEOl~lt !~LR: r-------~ !1ol8TERVALV!: W, ~ea.ea;. LE6&C> Fo,;t TTf'E. BASKE I STRAINER/MASrER VALVE 0 6END C -~"'--LfB"),;::(" m L I U 1!iAM :I-cu::tl.ER::>NRTTN:o~ -----~ A-~IC'<. JOffl -- ~-~·,:•~M4N.Kil"f'EORi.::r m ;_, ~;:~:p;_ .~::~ i, ~-;<:"i"].1f.~°P~?)~":'-~'t1;⇒=-~~tistf.;:'::;;::)11~-: ,!.,, ... ~~.:. ,:.:;.:'"-~;fut~;;~-;;:; 1;,;~!;"; .-~:;.i ~~\;;" '.,;:. :;;; ,, '?-: -··: •.'-'\:\•.:,,\~·Pt..:·~~ ------1. -~ .• ~ ~m:.:Il;;.;.,,.,ERS • , ',' ,T ' '. >-·:~:~"&:?:,:·:c''.''·' llll<O<S!OMcW, • • ' "" V.i:vti::~:,-":' IIIKtNSlON _.,,. ·" ·-:· • '' • . ' • : , ;· -..._; . , . EXAIIPLE, • IR EL!IINS rn UIIS NIE:A '" •. , ;·, FIIR :3• FLOV sooii!lDlllcilSICN 'A' NIN!HUN 30' DlMENSION •E• MINIMUM 15' o'pc-n ,:oMp\etlon. of tk,r fh~•~~'~t lns't~u~tlon of the flow sensor, cor>_oiMe t.,.; •irtns conned10n Fron 'the f\o" sensor., tt,· the _D:<e~control\er bi-fol(owlng the pra<:ed=e •below. '· . "•·-~-.--.•,,, ... -~.:'_,.·; ---1 TIJRN THE· P.OWER'"Off:-AT THE CONTROUER .?. At the rt<i• -sens.:,·;.~;-:. . , --• ,.. " ,;' Connect -W~ ,BtACK:·.•lr'<! ·of the f(.,.· S""sor to the BLACK _ lllr0t: of, ~h-..B£\I-CAB-S£N ,; Conr,ect tt>e'.Wl!ITE •• ,Tire'· of the flo•-'Senscr. to the WHITE-_ ,.1;-.-_ of tM.~EV.:..CAB-SENR • !<Use the iie<>~hi,r'prot>f,_C()r,'nectors pr<wl<le<I with ~h-e Flo• Se,,~or··to nnl<e the-·spUce. , sensor cnb1e, • sensor cnble, 3.Atth.-"""tro\le~•?,-.,:·,~-;; '.,·.R , R ' B ·,·::, .·,:·,••,._ Connect <91:ACK·'•lre-·o;; .. EV-CA9-S£N,• -to INPUT 1 -of the SENSOR. KRM!N-'IL WARO , Connect' wmre'wire· o~fEV-CAB-SEN~ toRINPUT 1 +R <>f th-e SENSOR TERM!NA!. aCARD (PC-DX2ST>. (PC-DX2ST>. )!, Turn POWER.~9tf:t::O,-i(.t!i'!;:cor,tcoller, . . • . • . ,,,-• • • • • _-. , . '. s. So-t the Rfilr,;Hos;te~,•K'.:rind 'OffsCT• VQ\ues •or tfie Ho, Sensor.Qt ,the CQn-trol\er ~~sed on ; the type u1i::l'O$llt•.i>f. tmt:·Flo• SenSW-lnsto.\le<i fl:°EFER TD THt\ti?AI~:°M·~:(t_[R TABLE."VITi-1 THE FLOW SENSOR FDR c'□RRECT 'K' AND • •□FFSET' F□R;)Y□LIR-·APPY:iCATI□N. • • \ ~.. ,--~,,. ,.,::,,·. __ ,.,,. ' ' ' ,, . ·•· .... ' 2. ALL LATERAL LINE P1P1NG UNDER PAVING. ~SHALL BE PVC PIPE -"ANo ·:SHALL BE INSTALLED PRIOR TO PAV!NG. SCH 40 ~lJB~~~i$ or~~Aai~'.~~PME i~zrs'O~~Acti~~\~~~M~~O~~~iNGS. SUBSTIJLIJIO~S OF LARGER S\ZES MAY BE A~F;'ROVED. ALL OAMAGEO AND Rt-JECTED PIPE SHALL :BE REMOVED FROM THE· SITE AT THE TIME OF sAJ[) ·REJECTION. 4. NOT USED 5, NOT USED NO 6. 120 VAC ELECTRICAL POWER ·soURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY,.-.OTHERS, UNLESS NOT~D OTHERWISE. THE IRRl~TION CONTRACTOR SHAlll MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. 7. All SPRINkL:.ER-HEADS SHALL .:BE SET PERPENOICUV.R TO ,'fdN1SH ,_GRADE UNLEsS ·_oftiERWISE SPECIF.iED. ·:• •. ,\·;\:;, ' . ··.: .. ·,·;,· .. ·, .. , .• • .. -~PR1~IE_:R~~~~~g~J~1;\0.}b~ir1~L~iHc$~fi;gi~~nt~:1~;MAL OVERSPRAY ONTQ-WALKS, STREETS;. "WALLS; CURBS, ETC. -, • ' ··~ ' ' '. ,,. ' 9 . THIS DESIGtil.dS, DIAGRAMMATJC.,,Al:L PIPING, VALVES,. ETC. -SHOWN-. :~4~st~~g)~ R:b.i~~i k6fu~~i:;;$~tb~if~~_'OfHLJ-t~fit-~t}5R SHAU. LOCATE ·: ALL' VALVES !N:;S'HRUB AREAS. . - • ':·\"·-~ . "-,·-, ·- 1 o. IT IS THE -RE5PONSIBILITI::--':6f.'l'HE IRRIGATION. CONTRACTciR'. . .ro . FAMIUARlZE iHEMSELVES WITH: All ,.GRADE DIFFERENCES, LOCATION ,-Of WALLS, RETAiN!NG: WALLS, ·sTRLICT.ORES',, IJTILITIES\-"ETC. THE'; IRRIGATtO'N CONTRACToR:_:_iSHAIJ:. "REPAIR dif-'REf!:fiCE ALL ITEMS " "DAMAGED ' 'sy'-. THEIR WORK. 'THEY/SijAU coCIRDINATE,,tHElf{. WORK WITbk OTHER ,tCiNTRAcroRS FOR THE LdCATlQN' AND iNSTit!;AT,i'ON:, OF p'1PE ·scEEVEs AND tl)_TE~l5 -. THROUGH WA[;l:S,. UNDER ROAOWAY'S·'._'AND PAVING · ETC. • •. :. • ·,,·." .:,: ',., 1'1 . THE SPRINKLER SYSTEM.~r:>Es1G'N IS BASED. ''ON A MINIMUM. OP.ERATING P.RESSURE . ~o·::A 'MAXIMUM aow.::OEMAND ' INDICATED: ON ''PLANS:.·\THE - IRRIGATION ·ct)NJRACTOR ·sHACt L,VfRlF'r'.·, WATER PRESSURE· PRIOR.'JO;-.- ~citi~EUDC~~~-~f Pgf}W~G~\t~:;ticic~~E~~is~GRfA~~ofWGESA~URS THE-IRRIGATION·(.POINI OF. ccii~EcTlbN .. TO THE O.WNER!S:-,AUIHdRlZED .--·--REPRESENTATIVE. • , .. -.,.,-'\.~ • "·' • . . ' . -· ' , .. 12. DO NOT->W1LLFULL Y INSTAt1.i :,THS • SPRINKLER SYSTEM AS SHOWN 0~. ;~iT~~wg~;~tW15~ ~;~rE~tiv&~26~,:;~E~[~gE~t~ -~NEK~~~-:-.. __ ... , D(MENSION~'.:E:~ISJ_ THAT :MIGif[:<)\((lf~H:A.VE .BEEN ·. Cbt,:!S1DEREO IN "T8( .. _ : ENG!NEERltJG;:: SUCH OBSTRUCTIONS:', ()Ff. DIFFERENGES: '•SHOULD . BE·?BROUGHT • 10:,1HE AlJEN!id.N:· -OF.' TAE 'owf.itR{S':'AliTHciRIZEb ··"RE!'.RE~;'ENTA'llVE;:_,rf--t ·":.":''_-\-·' TRE EVEN'F ·;li:'IISi ·NOT!FICATION ;:;·is-·:NoT-:P"ERFORMEo·,,, THES::IRRIGATION'. ', .•. :-.. C6NTRACTbFf'$HAi:.L MAKE Al.'.t:_':THE". NECESSARY REl/iSi'Q~S AT cONTRAcr'OR'S p CONTROL! ER WIRING/SPLICING . ' ... ,~ .. -·.- ·-·' . 13. ALL: SPRINKLER. EQUIPMENT NOT OTHERw1sr::":i:i£TAJLED OR SPECIFIED .~~~FJg!'fi~JJ~LED ~ PER MANUFACTORER'S "!{ECOMMENDATIONS AND 14. THE IRRIGATION CONTRACTOR SHALL INSTAll -VALCON CHECl< VALVE (HCV) OR APP8°dVED EQUAL ·ANTI-DRAIN VALVES . :QN ALL HEADS IN ' AREAS WHERE FINISH _ GRADE EXCEEDS 4: 1, WHERE POS,:, Vt-,LVE SHUT -'-OFF DRAINING OF THE , IRRIGATION HEAD OCCURS OR-AS 'DIRECTED BY THE OWNER'S AIJTH0R'IZED-REPRESENTATIVE. 15. THE CONTRACTOR SHALL PROVIDE REDUCED RADIUS ARC PLATES OR SPRAY RADIUS. ADJUSTING STRAINERS OR PRESSURE COMPENSATING SCREENS (Pl;R PCS SCREEN CHART ON IRRIGf\T/_ON PlAN) -~ NEEDED TO REDL!CE-OR ELIMINATE OVERSPRAY ·.OITTO WALKS, STREETS, WALL, ETC. OR OTHER AREAS AS DIRECTED BY OWNER'S AIJTHORIZED REPRESENTATIVE. 16. ALL REMOTE ·CONTROL VALVES, MASTER VALVES ~ PRESSURE RELIEF VALVES, GATE/BALL. VALVES, QUICK COUPLERS, CONJROL WIRE AND COMPUTER CABLE PULL BOXES SHA.Lt BE "INSTALLED COMPLETE IN ·surrABLE ,VALVE/PiJLl. BOXES COMPLETE WITH LOCK!l'/G -COVERS, GRAVEL ROCK, ETC." .. AS-_SHOWN ·ON DETAILS: THEY SHALL'_.BE RAIN BJRD (IN TURF AREAS· INSTALL .MODEL NO. VB-STD-H AND IN SHRUB AREAS INSTALL MODEL NQ: VB-STDSK-H) AND SHALL BE MARKED INb!CATlNG CONTROLLER AND STATION· NUMBER FOR CONTROL VALVE BOXES AND/OR AS TITLED IN THE. EQU!PMENT LEGE ND WITH 1~ HEAT BRAND6D LmERS. ALL APPROVED BOXES ·SHALL MAINTAIN 18" DISTANCE FROM -All HARD SURFACES AND LOCATED IN lNCONSP!CUOUS SHRUB AREAS ONLY.· ilR1_Gl;~~ -:~E_Y~}~~~it~~R J~s~~~NE1b-u~~D E~%~Eth iAPMo. ·AND NSF • !i:~~:~ir~W!·ti::~:s~!f1~1~\,tw1dg;;J:-~~:i:c ~i::;,l;l/1:lbN:_REC:tAiME[),t._\','~l"~R-~ .. :~ERY. _ flVE (5) FEEi: .OR'-' _PER , LO.CAL WATER "DlSTR!CT {ABEU NG ' '·REQUIREMENTS. • ·-,.-·-· -.• ' '' ~- ·2Q. REFER TO !RR!GATION -DETAILED INFORMATION. SPECIFICATIONS SHEET FOR ADDITIONAL PIPE ..... OWN EXP~?~;:::' \=;' ·;:;_-;:; -,"-. -. ~'.:0 ,. -<·._~;;_ ,: :\'.~ ,_ . ..-: :\::'::\',:;\ , . "\.1-:':"; , .:.:·i-~·:·_'; •, ',' : -' s " ,, .-. ff'GIIQN YBIJ MA>ll.>E PAS LATERAL PAS 2' Mtt ~ L.K:& U!'fe -OR EGLI.AL. TO 2 ll:l't ll' MN.~ PA~ AN:> FOR AU. t.te Gf;£,li'IER -2 11:1•,. 0 NOTE• IRFtlGATION/UTIUTY .• rRENCi-llNG ,•,e;~-CUF:e, WALL,. ETC.. RbtW PLASTIC VALVE BOX WITH L.Ca<INGi ~ ~ L~ ED Wm-I 3" I--IT.1-EAT·eRANDEQ LJ::1 il.R£,-!4J3 U::. TO rnlGAT~ PLAN$ R::lP L 6el:I AU. SR.t:::E5 81-!AU.. BE WITI-I F£N. Tl1E CONl'eCTOR& OR~ EG'3 LA.I. FNISI-I GRADl:ITOF' OF M.11.c.M U' LONG COLED WIR!: SLACK,. T'rP. I-½" FvC ecH <40 CetOJrT, GRAY 12" MINMJM DEPTI-1 OF 314" 1'16/:!I ED PEA Gf...AVS. 1. RILL eox IN'l'ERVAL. 61-1,AU.. NOT EXCEED 2CO L.F. R!JN, 2. J.Aaa WF0£-.Wf11.i YEU.O.lJ TAG AND el ACK LEI :CR .. -6 TEPTOWRESLACK.. CONTROLLER' ENCLOSURE . ., ' r r +--C-----' I RFrJ·AIMB? ll\4:'J:E8 ~/NG-GU_lta/E . ' ' -' ' .. J " F '. . . · .. ·_. _-~e,p CIF tu.Pl ,,,-, ' ,--w• s 111 ,e.~ ,--~Al!!81"F'E'&&:>c.41"."1<1a l't-a;;. =--.. ,-.. ' =• = •a-U.-1$-FER l'ilQt;;A~ F'l.,IIN!, ,,..-,~e!..,AO:; -C,,l,P \ )(__ I& Ollll.ET &iii 10!. Dl,l1YU!lllll(;lN TIE"6 lW f'L.<161& '!Wl'tt, &tMQl& 111"4"0,C. 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' ·, "'"" """"' PVC llCI-I 80-:NF'PI.E .. o.&IGsTI·l'.Af> ~J.S::l) ~J.°&cll PVC·SCI-I 80 NF'PI.E ;-"-----(LEN::.11-l NJ ~F£.o) MARI.EX Si,.e-r aL PVC ec:.-1-00 T1:E CR~ : , PVC I.AlERAl. FFE ' ' z -~ -- ·•-JOB.NO. .. .-' , . \, 02-035, ": .'.SljE,~· -,. '.•.; ... !;5'.1 • .. ,: .. ,~--·. . -,_,_-:--:•_· . •,, \ '' \. ,, '¾, i ' I " .' ( :~ i 'c ·:L; , " ' I, " I, I I, I ' ! I / ! • I I / I I I I I I I I I ,, I I I I I I I I r · /, -... I • I / I I '. I I I I I . • I I .. ·- I / / I i ' I ' ! I I ' ! ' f ' ' i I I • 24' BOX < ' I ' ! I • ' ' ' . , . . /.' / I / / I / I I I I • / • 2<1"eox 00, I I I 100$ " 8 100,·? tOOb ,oo,, c- l i . ' • ' , :, , '-. 1/ ' / ·-:·,,. . ,._ ' .... •.-• -·---'·".::/---·--,.,,·:·~ .,,~• . .,;·,;_ ---~:...,.-· ~--, . / / ' .' "·-· 11c / / •' ,• TREE LEG!::ND I \'C:;·· ' "·._ / -TRE'E ROOT BARRIER'NOTE: ITISniE INTENT OF ltil:SE DRAWINGS Tli>\T NO TREE SIW..I. BE PLACED CLOSER THAN S-0' OF SIDEWAI.KS OR HARD SURFACES. WHE!lE IBEES ARE PosnlONEOWTT\jlN 5'-0' OF W"'1.KS ORHAAD SURFACES;BYlliE t,;Nli~ARCHITECT, THEN lHE CO~CTORS~ INSTALL 'OE~ ROOT' (<iRAPPRO\IEOEQUAL) TREE ·ROITT8AARlffiS IN A LINEAR FASHION MJJACENT10 THE HARO SURfACE. DO NOTENCIRClElREE. SB: DETAJL ONTJ,IEl'Wfilt!G DETAILS SHE8"FOR INSTAllATION. AiJAJtABl.E FROM: DEEP ROOT PARTNERS, I.P. Si I.ANGTON ST., SUITE305 SAN FRANCISCO, CA. 94103 PHONE: (800)455,7668 {415) 347-9700 FAX: (a00l2TT-7668 (415) 437-9741 JFEE 1-V I ER· t,57, C01'TTRACTOR -&HALL AI..J..CUI FOR THE FOI..LCWING TREES TO.el:: .SPOTTED 6Y TI-IE J:.ANPSCAPE" ARCHITECT ON &ITE. ANY UNl.JSi:t:>:" PORTION OF Tl-IE' FUER l1ST"5HAI..L 6E CREDITED TO ™E Cl.LINER. Q.JANTITY .SIZE ·sorAN~ NAME S 24" SOX FlATANLJS, RACEMOSA 5 24" 60X . . . ., QUEROJS AC:,R!FOLlA ,, .... ., .. ' . i ' . i BOTANICAL NAME COMMON NAME REMARK& 24" 60X %"BOX , DETAIL PLATANUS RACEMOSA QJERCU& A.GRIFOLlA CALIFORNIA SYCAHoRE COAST LM: OAK STANDAF=D ~Nei:i!Nc:= 24" aox S!ZE 'SHALL 'SE 10'-li TAU.. AND S'-b" WIDE MJNtt-i.JM 3e,," SOX s[ZE 'SHAL..L 6E-!4'-5' TALL AND t;;,'-7' ulCE MINIMUM - STANDARD S~a:!ff•!G:"'. 24" eox SfZE SI-IAU.:6E·4l '-10' TALL AND 3'-4' WIDE M!NIMJM •• ¼" eox slZE 61-1.AU. SE 121-14' TALL AND S'-7' WIDE MINIMJM --' .. •. :;_·-,· REFER TO THE PLANTING NOTE& AND PET AILS ON Tl-IE PLANTING DETAIL.& SHEET ·AND: TI-IE PLANTING SFEC!Fk:;ATION5 &!-ET. CONTRACTOR SI--IAI.L. STAKE AU.. TREES AND CONFfRM "CLEARANCES FROM AU. ·--I.IJET -AND ,DR,'J"'. ... UTII..JT!ES-f?RIOR-TO, f?L.AN,:ING,; ... 40' 4, C lo C !'"· ., • ' ' ·oRAWt-r ,·~N/ci, -~·cHECKED; :~·M·~- ">DA.TE FEBRUARY 7,'2007 • ·JOB:·N(;i . -,oi;ois,. t::~6, 1 . _,;,_ . . , ·v, ;:·,-:- --_- ' ,. . . . ·-'. ' .:·. \ . ,; .. , . ·:·s ' s . · ·.,-' ; . l ,_ .. ' . 'l " ' ' .0:-.·:' . I I I -,.-:·.,·. "' , ......... . . ' I I I, 1Q04 '. '' -. ' 1004 • s ··-... ' • I i I I / ' ... " i / ! ' / ...... TRE:E LEGEND BOTANICA!...'NAME Rf<JSI.ANCEA FNU$ I-IAI...EFENSl$ FLAT.ANUS lsACEMOSA • COMMON NAME AFRICAN SUMAC ALEPPO PINE CAL~lA SYCAMORE Q.JERa..l& AGRIFOl:.lA COA&T LrvE OAK REMARKS . S.TANDARD ~ING, STRAt:.HT TRiJNCK5 AND EVENLY HATo-!ED.". 12' TO 14' TA!..l. AND &'-7' WJCE STANDARD 6R'AJ:,lCHING s'--a' TALL AND 3'-4'· WIDE MINfH.IM &TANDARD ·-BRANCMING 24" eox &!ZE :SHALL.'ee 10·-12· TALL:AND • &'-6' WIDE MIN!M.JM .¾>" eox·s!ZE SHALL BE 14'-6' TALL AND 6'-7' WIDE MINIMU!1 ." STANDARD SRANC!-!IN.G 2411 SOX SIZE SHALL 6E <;j'-ro' TALL AND 3'-4' WIDE MINIMUM %" SOX SIZE e!-!ALL SE 12'-14 ' TALL AND S'-7' WIDE MINMJM ~ TO TI-lE FL.ANTING NOTE5 AND DETAIL£> ON THE PLANTING DETAl!...S 51-ET AND TI-E Ft.ANTING 5PECIFICATION5 51-ET. CONTRACTOR Sl-lALL &TAKE ALL. TI-!EES AND CONFIRM C~NCE5 FROM ALL UJl;T AND DRY UTILJTIES PR!OF!·TO FL.ANTIN"'- LAND¾APE ARCI-IITECT $1-lALL AF'PROVE ALL TREE& FR!OF!"TO TI-EIR !N5TA!..LATION. EACl-4 RHU$ LANCE.A SEl..ECTED FOR THE PRO~CT MUST SE Af'PROI/EP INDIVIDLIAJ..L Y. AFPROV.41... Sl-lALL CON5J5.T OF Yl5UA1. IN5PECTION OF TREES Etri-11:R 61 FHOTOGRAPI-! OR Yi&IT TO GRCWING GROUND&, CONTRACTOR $!-!ALL GIVE 48 I-IRS NOTICE Ir v!Srr TO GRCWING GROUNDS 15 REQUIRED, TREE ROOT BARRIER NOTE: " ebx %" eox DETAIL. C C "' ' C • C IT IS THE INTENT OF THESE OAAWlNGS TIIAT NOlREE SHALL 8EPIACEO CLOSER ntAN 5'-0" Of SlDEWAl.KS OR HAAD SURF/\CES. WHERE TREES ARE POSmONEll wmllN 5'--0"0FW/\LKS OR KARO SV]'ij'ACES, ilYTI-IE , : IOOQ I / ..... , . LANDSCAf'E" AAClirm;T; iHEN TilE COlf!Rl,.CTOR S!W.L INST Ail 'OEEP ROOr (OR APPR()VEO EQUAL) TREE R.OOTal\RRIERS IN.A LINEAR FASHIONAOJACEITTTO THE HARD SURFACE. DO NOT ENCIRCLETR£E. SEEOETAIL ON 1H€ PWffiflG DETAILS.SHEET FOR INSTAllATIOl'l. AVAILABLE FROM: DEEP ROOT PA!,TNERS, i.J>. 61 LANGTON ST, SUITE 305 SAN FRANCISCO, CA;. 94103 PHONE: (800)456-7663 (415)34M700 FAX: (800)Z77-7fia (415)·437:9744 • . :· .• • . ···"· ·-·-· . "•.• AS-B 40' ' . ' ·.-; ' •.QF LU UJ 0::: I- .'JOB'tlO." •. •• .. ·Q2~f< • . •iSHEEl::·., ••·•••v," ... , ,: '' . . . . . , . . -Lc6•2· · . , . ._ .. • "C'O'.:··." •. •.• ' . , ·:"-:.'.$-'.:,:. :1SH~E,.;.-,, '"'""'••··· ''"'·· ' ' -,-,\ . ' ,·, ,.:;j' ' "' \ . ' ' . '. --'·' ' ' ... :.~-.;;-,, .. I I ... , . ' ' ·.';. ' I I I I I .. ' •• ' " I I I (, ''/' ! ! I ' I I ·. , .. y_;.,· /., ' ' ' ' ' : ' ' : ' ' ' ' "' : ' ' ' : : i i ' ' ' ' ' ' : : ' : \ : '¥ : ' : : ' ' ' ' \ ' ', ' I \ ' ' "' \ ' I \ \ I I \ \ \ \ ' \ \ \ \ ' I \ ' ' I \ \ \ \ \ I I ' ' \ \ I ' i ! \ •, \ I ' \ ' ' I \ I . \ \ ' \ \ ' \ I \ \ \ ' \ \ ' ' • ! \ \ , ,' ... I I / / ' \ / I I ! ' - y I ' I • \ , I \ . ,',',:,,::: . .... , .... , ··-.............. \ \ \ \ \ \ ::;, I. i . .1: :r ,•,." ' \ \ ', \ ' .. . -.-... •'• "'" .. '· ··, • -~-1 :, !' ' ::, ·,-_, 'i !>)' :,: TREE LEGEND rS-~c·c·.---·--~"eor---A-N-K:Al.--NA--ME-,-COMM---ON-.-.NAME-. -·-·.--• -~--------~---------------,.-,-.-,,-El0-X7 -36--c"-ElOX--,rDET--A-C7 ·._.,, ·' ; \ "' ' ! , ' PINW5 I-IALEPEN515 ALEFPOFfNE &TANDARD ISRANCHING s'.9' TAU. AND .3'-4' WIDE t:11N!MJM 3 . . PLATANJS RACEMOSA CAL""""'LA &YCAMORJ; COAST !.!VE 0.41<. . SCI-HNiJS MOL.LE CAl.lfQRNlA rEI FER TREE REFER TO THE PI.ANT~ NO'TE$ AND DETAU.5 ON T\.E FlANTfNG DETAtl.5 51-EET ANP Tl-le R.ANTfNG SFECJF!CAT!ONS 61-leET. CONrRACTOR.&HALJ... STAKE AU. TREES AND CONFIRM CLEARANCES FROM AL.I. WET 'AND DRY UTILITIES FRiOR TO PLANTING, -•• 1.AND6C.AFE ARCl-!ITECT &HAU. AF'FROVE AU. TREE$ PRIOR TO TfiEIR: INSTAI..LATION.. 5AO,I Rl-lJS I.ANCEA SELECTED FOR. Tl-lE PROJECT MU&T SE AF'FROVED !NDtvlDUAL.L -r.· APPROVAi. &HAU. CONSIST OF Va.JAL. IN$FECT!6N oi= TREES E!TI-IER 6Y FHOTOORAFI-I OR Vl&!T TO uRCUJ~ GRCUND&, CON'TRACT"OR 51-!AU. GIVE 48 HR$ NOTICE IF VISIT TO (!;RCUJING GROUNDS lo REGLJ!PB:>, TREE ROOT BARRIER NOTE: IT IS THE INTENT OFT;JESE DRAWINGS THAT NO TREE SHAU.BE PLACED Cl.OSER THAN 5'-<I" OF SIDEWALKS OR HAA0 SURFACES. WliERl:TREES ARE POSlTIONEO Wlllitt-l 5'-0' OF WALKS OR AAR0 SURFACES. BY THE LANOSCAPEARCHtlECT, lHEN Tl'lE CONTFACTOR SHAU. INSTALL "DEE? R001' (ORA!'PROVEO EQUAL} TREE ROOTSARRIEFIS IN A LINEAR FASHION ADJACENT TO THE HARD SURFACE. DO NOT ENCIRCLE TREE. SEE DETAIL ON THE PLANTING DETAILS SHEET FOR INSTAUATJON. AVAILABLE FROM: DEEP ROOT Pi\irnERS, LP. 81 lANGTO~ST.,SUITE305 SAN FRANCJSCO. Ck'~103 PHONE: (SO!lj'67666 (415) 347-STOO FAX; {800)2Tl-7668 (41SJ>l37-ll744 .. ' ' -_' ' '~ " ' . c.zj 0 Q 40' . .:. ' " ' -<i,'->: . .: .:~,t -.\i')\ -. ' '; 'c(_\ • ,;t:(}{;~:\:t 1,,:~ C . ,,. I ', ,\ " ,. ' ' ,' -,COATE; Fi;B~LJ~:7,\foo7 .·:JO!l'NO!-':- .. {'.:':~:-.. . .-, --., ' ' ' .. ' \ ·: . ' ' ; ,- \' ~ L. I -- ·:-.· ', ,-, . ~\:::' /":'; " .. ' . " '' ' ', / " ' f / _,..., .. ' ' _, i ,'/ .-i ' i .-' ./. / " -' .. ,- ' i ! I • 14"BOX ,.-_,. ' ' ' ' ,_,; ......... -- I ! , ... '24"ebx ' ----· " ,,, " - ·•· . .--14"eox . _ . ., " ,' ,' -- ./ ' ,, / ./ . . r/ ./ ,' ' • 24"~ . ·-" ., ', ·, -., i .,/ ' TREE LEGEND 5n-a90L SOT AN!CAL. NAME COMMON NAME REMARKS ·24" eox ¼''SOX ~ ' !..OW ~NCl-!ING 24" SOX $!ZE e!-lALL BE ':'l'-10' TALL AND • QJERCl,Je, .AGRIFOLIA COA&T l..lVE OAK S,'-4'. WIDE .f'.'!JN'IMUM .¾>".SOX 6JZE:S"4AlJ..SE 12'-14' TALL AND ' ,.; S '-7' uilt, f!INJMJf! REFER TO THE PLANTING NOTES AND DETAIi..& ON TI-E FLANT!Nca ciETAll:.5:~ AND 1'1-£ Pl.ANTING 5F.'ECl!=JCATl::>N5 ·~-··CONTRACTOR S!'tAJ..L. &TAKE ALL TREES·AND•CONi:=fF<:M Ci..EARANCES F'ROM 'A\:.L I.I.ET AND ORY LiTIL.trES·F'R~ TO FLANTiN&, - LAND6CAFE ARCl-!JTECT Sl-1.ALL AF'F'ROVE Al.L TREE6 FRIOF',! TO TI-EIR IN&TAW.ATION. ~ R!-ll.15 LA~ 5EI...ECTED FOR THE.FRO.Ecr MUST 6e A~ IND~ICXJAU.:r. AF'FRO...:AL 51-!AU.: CONSl&T OF V!SUAJ... INSPECTION OF TREE$ EITI-IER BY R-IOTQGRAPI-I OR· Vl&IT TO GRCU!ING G,RCUND&. CONT!=<ACTOR: SHALL GIVE 48 !-!RS NOT'CE !F Yl&rT TO GROJJfNG. a.ROUND& 15 REQJ!RED, TREE ROOT BARRIER NOTE: 17 ' fT IS rue INTEITT OflHESE DRAWINGS THAT NOlREE SHALL SE PIACED CLOSER THAN 5'-o· Of SIDEWALKS OR HARO SURFACES. WHERE TREES ARE POSITIONED WITHIN !'Ut OFWA!..K°S OR HAAD"SURFACES, BYlHE ! ' ,, ____________ , I -, ,' ~~s=~~::~~~A1:ii~~:!i~1~~u~;-~~~~:'~~:~~~~J:~~AIL ON THE PWITING OITAILS·SHEET FOR INSTALLATION. AVAILABLE FROM: DEEP ROOT PAATNERS, LP. 81 L»IGTON ST .• SUITE 305 S/\N FRANCJSCO, CA 94103 P~ONE: (800)458-7668 (415)347-9700 FAX: (600) 277-7668 {415) 4:lr.9744 ' -;_-: ;· ,,_ .:;::\)~~>:Jp· ' ,,,.,,,c·• """'·' .~---' '\·, _-. :-. -.:-.• • '"' ' DETAC C ,._- ". AS-B •••• ' ''-~·---• >' ' ·.•, ' _ _.,_, . [ : ib'·· ;, _.,;. " I 40' :;;('. .,,_: ·/\;. I'·. .,, ,-.. .it\%\\~\i'Si'-\S:3.· ' ·-' ,. ' ' -• ' . ' " ' I, V I V I • t•,_ • l '.\C•. . ., ::: •. I I I I I I ..,, .. , V r I I I ~, V ~~-'• ,.,,,. • ' . V ·. ,-·-._'. ___ ;;-:: . . . FE5 , V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V • V V ! V V FESMAR V V i v · • !' t . ,$0· ARCA1 r- • V /v V "' 1003 • MJHRM CJ$ Ima . 1010 IOOS ,oos v jO()b ' V t ' i V t V V t / .4 / _,, /., "' ✓ V "'. ·""' " .,-' • '.,i; 1\14 re~-14;;: . : . : . : , : . : _ : . ' • : i,~ .• -,:, '-" "' >o, ;, ..e, ,v _,,. "-' W s, -,, .,, ,,_/ -J, -,&, -;, -;, ,:, .,_, -,:, .,_ '>" >I, "-' ,.:,',',[,•~ V / V V '· SOPPEP ~5 NOTES ,, -· • T~ .. -~ Al-D l'E>AI...Lk:IN l"WS sco •, ).~; ~-. . SCODED<tt.ff AYAU>Si.E l'ROl1 PACIFC $OD. :;e:~3027 Cf<!~ EQLAI ... , .. ,, .. ' . ·,.. . • . ' FOR <::><X.tJEL>· AREA TO Ee._ LAND5c:APeD, TI-IE Fal..J..OJJINGc ~ &I-IAL.i;:SE:UHF.0Fa'1l...'!'. EIROACCAe.T ,AND ~ Y N::ORf.'C'RA'JE) 6Y ~·:olr A·ROfOTUJ:R.'CR ~TOA CEPlr-1 NO l.l:$S.T!-t<l,N.'!il',. ~:-~-\'.\i· . '·. ·:,::~,--,', :·.· ... _.-._ ,- . ' ,,,,.•--,, . . ' "\'. · .. AM2.NHffiR .!O??·fO I ARE· i=atr :: ... ... ,:,·,.,,:,,, ... :, ... ,'. . ,..:·•.-.... , ,_ . 3 CU.. 'l'l:l$;,OI= C:fi!~,rc WL ~ AS DEFtEC> IN ~:,P!;.ANTN:!, NOrE ~--e;et_•!;,:& J'llCI.I-A.V4l:j4,SU:·FRCM-... ~'i'.~:,,·,, ... _ ... , AGl.i~\~IL•·· c;oi-'pAili'.'~, ni.i) 700:~, OR ~EQII\I , -,-••-~··, 71.fiS; ·f@-:~961J1'1,.&1LFATE (~)· • 4 1-BS,."!Rlf"I.E ~T!:::(o.-15-0) ·. '·;'• :., . " ,: . ', TIBEAP'ifr;M,µ GR4PtN'ii -: , AF!!:R-'fuL,~ARAr0N ~·-~rAel;ISf--M:Nt OF FNI\L ~- ~Y-6MC011-l ALL ~;.TO. eE PLANTED~ Fi:QLL, AND·RAKE: ALL~ .TC>,E><P06E Wa2'i.:b,.k£Wi::;NS_ OR-SJ;lf'ACI:. ~Irie$, ~,.M,~~-e'(;i:::il.N::R'lf~AT!\IE. ,50!::SMAU...ee:· l.OOel:f,:~ll\SI.E Al-0 HOJ5T:F.13~(TO LATIN(;, Of' "!\RF. ~1:J:{~ IN&TAlJ.AT~:i~ 1. LATi'iij;isr s~p Of' S00:·5LA95-:~ A &TRAk:'iMT L~ us.e A'.S;Rlf6:N ~ -~'o&·; BUTT-JONI"&: TIGl-ffi. T,.DO: NOT ~ E:O<:="&: • ON ·sei:::oND: _&-~IF> • .&-TACiGER,;JC>INTS MT ' AS,•:IN!LATIN6 111\&CNR'(;<o:uee:-A~ KNli= TO aJT·600 TO Ff[·.~,-1:DCc&. SPF.:l'll<U:R i-EAP&; 5TC. LAY" 600 IN·ONe: Dl\~EC\)::;t•l"et.a.Y. .~:-':,'/"' •. -• : :,-:._:,,:,:" • ;:·; ... :l'",,_ .i,-~·~1r~~~~-~~~-Lk;1ffi}1·· TO,'F.REVENT DRi"NG., • ~,TO. LAY, S<X>. AT-0 WATEI'! *~~~Y~lc-~T1~J;~~~~•f5 '.COHREIE _ 3. ~'!:AYIJ'.,t;',ed:>, ~)i.:cl.TLY Ti::>"!eLIMNA1E ~rrE& ANO:·-TO'F0!<:11 a.:::>cv ,cotfr,I\CT.'~ 5= AM> $OIL AVOP f,EAli,y:-~cOR EXC&,SM;'NfrJAL;; WAn.RINGc_ iu:tlCI--I .HAY CAI.lea-~-MARK&2:t •. • ,·-c:"'"· • • - 4. uiitJ'.:;·~.,.. ~;2ai~il·,w:~ -~,1,:.S\~1.. 'Si'l::::UI.D:e.:_MOl&TEt-Ei:i ;,~:r:~Tia· .. ~:i::eEP.,:'REFEAT . WATERNG.-AT· t.f'("-,1 ll•AQC!N!ERYALS',TO, KEEe sec HOle>T,·AT ALL ~~-\~~~-:Z$T~~~ ~i:~<,':'-~L"Ff"l/::~~~.i,{O:::,-,;: ' • ,:,~:;:C•. ···"''-··· "· ,,._ .• , .. , .... ,,.. ' , ....... ,. :>. AtliolJNSIK:t ElCPU I Y E$T.la.;1$1ED sec &HAU..,BE·~ •. ··ANQ:NEW SOC>':1:AIO to n:e:SATSFACTl?N Of'',THS"Cll'.M:R's • 1:f,\-J:~a-!tATJ<rc. ,_:/\'.:·,'·'·. ' ,_.. .. <.'.'.',:. ·,. • • \•" ,,,._ "' ' .: ~-"/:,.. -~~= ... "'"' ,,, .., "'"' "'.,,"'"" "'"'"' ... "'"' "'"'"',,,.,, ... "' ...... ,,, ... ,,, ~ '•,.; µ:rpRQf,ffpfp T1JRl-6RA&5 NOTES V l3,.6UFiELD MIX 2-A AVALASl:.E ~;- AGRCN0-1EC' S5ED COMP.ANT' F'l--lCt,IE,·(W1).b74-063a -a;i: APF'ROYED EG:!JAL. I, &C,IRF'r'-SOIL TO~ OF OI-E--l4AI.F NCI-E5 (t12'). 2, 24 ~ ~~ 10· TI--E AFFLlCATION OF SBD, F:!R1:;;,.11re TO A HNHJl•l"CEF'IH'(:)F f'CU< NCMES (4'). • • .3, eueMir' TO CUlNli:R -~ ~ AA0-1JreCl'5 INSPECTION• t. 2.C>z. SAMF'LE 'Cf'.EAO-! SPECE-&wm-i CERti'l::::.Are LAB- RE .OR; .a!-ICWINGr-P/<;,',Of'EA0-11',F'S::E&: &a:D &!-4All. NOr ~-~, ~.rJ~N't'.'f~ otp. . . 2. PACKNGrltlaf'vatt _f;lECEIF.1';·5EED._TAa6 ~ l1--e CAU=ORNIA:{'OCO•,;NO:.Ai:!.Rl,:;:l.lL:TI.RAL.CCCS. 4. APPLtATIOf,rSl"'ECIFICAt~ ~ n-£·~ eu.rRl' 5H<1L.L !-!AVE ·TME·f'OU.O,ONG:Sf'El:::!=ICATii::Ns FER~' ~ ... . . 2.000.U:!&. ~.,IICRE ~ WOOD Fl6ER ~-OR 'ECO--!'EIER·"OR' M 141 ) e!NCER, .. , B-<'(~:BkJER AT 40-!60 LBS. f"ER ~ Dl:F'l=ND~ QN:DEGREE Of' 51.C'F'a •---••~--~-~--'"•-•'--"" ,c.,, .. __ , • st~ l'ER'Tt.lZER'(IS-&l&)-AT-400 LBS. f"ER ACRE. ~~-i£'ADDttt:lN41.:aa-ENTS :A&~ SY .SOL' TEST. ee:om,RATE: . _ 8 t:Ei$ •. ~ \,000 SQ. FT. :>. Po&T seiim &f"SCIFk:.I\Tk:::te• \I.II\~' . ~-r.;ADSZO,ie,r,bSTI.RE ,:a ~NAre,SEED. It 5_ ~Tl'o,'li(~T :n,e:·&EEi;eED. eE;i<E"'T· HOST ALL DAY ~•~NATJCti AYOID' EXCES6tv1:· WATERING UJ.IDI c.<IN CALl&E FU:::OLING. "9'.~~k~~~:~~":4g~-~A'. ~~~~:~~T~~--=~· FLANTtlat.'tl--E,&e:O, .. •• . , ... • ❖ ....-', ....... . IIES FRU 25 MUI< RM V I :~PRO ,,, ·---~---... --------..... -V --... V - V V ' . . ' ---~ • :....;_-,. -:-:-7"" --· . ·_,-,,'. '-., . . .. .-. -, ' -' . . C, .. , .. / ' . ,. ' / .··'-------✓ ..... -... ' °'° ---· ·-.. "' •• -,._ " --.......... __,., .. ., .. ,,, ------... V V V V V V "' i V V r ' r V V V • .,. ......._"' "' V "'~,"' • • V V "' ..,, • -,,\'." .... /fo .... _ ', • .-.,.,-.. , "' .... ':-;•;·..;.. /'-,; ·, ·._ ..,_ ' : ::;,_ -: .:.~_;.: ,. -·-..., ;-"_ ~ -·\' _'-:: :_ -:,, ·"' ',~:., ,,, .... "' ::;· ,,{·---·,,,_ V V V ,,, .i ... .,,_ • ,{_: "' "' ,/4 ,,, 2SO ROS FRO MULCH NOTE: RO ' ' ! MUl<RM R05FRO '\:, > •• , . .. _-. "·. 2. WITHIN THREE (3) WEEKS OF.'AWAfID!f¼.G:81D, CONTRACTOR SHALL SUPPLY-.C0NFiRMAtlON ON. NURSERY LETTERHEAD TO THE OWNER'rHAT PLANTS ARE i:ITHER : • ".· --.-,-' A) AVAILABLE AND WILL CQfrriNi:JD TO BE AVAltABLE AT TIME OF PLANT INSTALLAT!0N·-·· ~,' AND/OR •, ', ·, ' -.. , .. ,: . ' ... ' BJ CONTRACT TO GROW SHRUBSf GRASSES HAS BEEN EXECUTED. • --. -. ·:.-<; 3. IF PLANTS ARE TO BE CONTRACT GROWN, C0N!RACTOR S_HALL ALSO ~UP.Pl YON NiJ.~$g~v-lE}TER!'j~_o TO THE OWNER, THAT THE PLANTS,'·AND.THESlZESiSl?ECIFIED, WILL BE A ilAftABLE'FOR PtANTiNG.A-T T1°MEIOE'PLANT INST ALLAT1ci'llt "toNTRActbff SHAtt·ALLoW-AriEauATE TIME TO CONTRACT GROW P(A~i'SIGRASSE$:,: I NOTE: THAT.PLANT INSTALLATION SHALL OCCUR WITHIN THE TIME FRAME TO'c6NSTRU'CtTH'E PARi<'AS OUTLINED IN THE S,PEi::IF!CAT!ONS. e1e5 EU] ER U&T• CONlRACTOR SHAU. AU.CW FOR -™E FOU:cwiNG Sl--lRIJSS·TO BE SPOTTED BY Tl-lE ~~¢~~f~t&~~u~ CREDITED TO Tl-IE Cl.iNER. ,QTY. SIZE BOTANl:::AL NAME . ' i J$O !GAL ARCTo&TAFH'l'LO& 'FAclFIC Ml&T' . "' I GAL FE& T\JCA MA!REI MULCH ALL IJINDSC/\Pl!AREAS {EXCEPT HYOROSEED AREAS) WITH A 2• I.AYER MiNIMUM OF FORESTFL.OOl'I (0'·2'1, AS liwlUfACTI/REO BY GR!'BIWAYS ENVIRONMENTAL OR APPROVED EQUAL. "° IGAL MIRENSERGIA 'REG,lJ..);11;,'f ·• . '' •·, • GREENWA 'is ENVIRONMEtITAI. PHONE:'(949~1 -FAX: (949~5:2 ,., •.... 60 I GAi.. MUH~IA RIGEN:;>,': • ,_ .... , . ' .. ,c·:,,-•,,. • .., ... _.,.,. ' ... _:,~ !GAL ~MARINU&· OFF!CINAL$• ..... ' • ' . . :.' .• •. ... ,.•,Tl.I&'-:-'..;,~~• ... . • " .. . ,0 :0 GAJ u.e&TR:ING~ FRUTICOG'A - : 'MORN~ LIGHT' . • . Sf-lRUB AND GROUNDCOV ER LEGEND 1',::20 ·:,. RHA1'1NU&2CALIFORN!CA"::, .,_ • ., .. . . 'EVE .CASE' -·-·_'· ' S'fM60!. SIZE BOT ANi:::AL NAME , COMMON NAME ePACINC:s >JE!Gri-IT • IC.Al ARc1'05TAPl-fT1.05 'PACIFIC M15T' PACIFIC Mi5T MANZANITA 2'-0" o.c. --.i6' . ,. __ Cl&TU& H'l'SRIDUS . 'LiJl.llTE-ROCKROSE &'-0" o.c. 3'"to 4 ' I GAi. FESTIJCA MAIRE! ATl.ASFESCUE 2'-0" o.c. 2' to 3' '.1810 MUHLf::NBERC::.!A °REGAL MIST' F;E'.GAL l"ii&T MUHL.Fr 2'-0" o.c. ., 10'10 f'>ROSTRA1E ROSEMARY 2'-o" o.c. • ---,_ 10 COA.6T ROSEMARY 4'-o" o.c. . . . I 40' -•,; ' j. i'• ){~;iitt\t}:,{/: > . . ' "' ' ·I :--..... " i ' -,•, ( -\: .. • ' -.. .-,. 1 L-7·' -1·· , ·, ' . ·, '' ' ... _. " ' .:-;/_,{!(<,. .-l· " 1000 ' , ,, ' :. \ ·... ,, ' " , ' ", - i. ·: '· ~ ' ,, . " .. ,. ...... '·. 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" SI-IRUB AND GROUNDC OVER LEGEND SYMSOL arr, 0 IS SlO 2 .. 0 10 00 BOTANICAL NAME s GAL AG.AYE 'eLUE FLAME' I GAL ANIGOZANTHO& 'HARMONY' I GAL ARCT05TAFH'rl.O& 'FACIFIC MIST' 15 GAL l-!E1'EROMELE5 AREUT!FOLIA I GAL ISGAL s GAL I GAL s GAL S GAL M.JI.JLENSERGIA 'RE(;l'AL MIST' PRUNUS CAROLINIANA 'sRk:..-!T 'N TIGHT' R/.IAMMJ& CAl.JFOR:NICA 'EYE CA5E' ROSMAR.1Nt.1$ OFFICINAU5 'FRoSTF!An.15' UA:6TR!NG,IA FRUTICOSA 'MoRN!NG L.IGHT' IJ.e5TR!NGIA FRUTIC06A 'MoRNNG LIGI-IT' COMMON NAME 5FACIN6 'l:-EIGl4T SWE FLAME AGAVE FER PLAN KANGAROO PA!JJ6 FER PLAN FACFIC MIST MANZANITA :2'-o" o.c; TOYON FER PLAN 6' to to' REGAL MIST MUl41..EY 2'-0" o.c, CAROLINA LAUREL CHERRY FER PLAN . a' to IQ' b' to 8' 3-'-0" o.c. a' to 10' s' F'RO$TRATE ROSEMARY 2'-0" O.C, ,. COAST R06EMARY FER:P!.AN COAST R06S"\ART 4'-0" o.c. REFER TO 'Tl-IE: PLANTING NOTES AND DETAILS ON Tl-lE PLANTING DETA!L.5 Si-ET AND Tl-IE FUi.NTING eFECIFICATION& 51-lEET. 2& BU& JAP QJANTrrYr"\@ f'ASBREVLATION ' ' / . , . , , ' , ::·,_ --~--' ,I ·············-...... ·.•~· " ---" MULCH NOTE: MULCH All LANDSCAPE AREAS (EXCEF'T HYOROSEED AREAS) WITH A.Z' LAYER MINIMUM Of FOREST FLOOR (O•·n A.S W\NUFA.CTURED BY GREE~A.YS ENVIRONMENTA.L OR Af'PROVEO rnUAl.. GREENWA.YS ENVIRONMENTAL PHONE, (949)-380-8301 Ff<k (949)-380-8352 SOI?PFP TURFGRA$6 NOTES T~ set:, 'AND fEi'.¥WON Fl,.u,:; SCP ~~.,~~~~~5j2?· .sqf-.;,tet:&19.Ts • • ,.·• FOR &6ti:ieo .. ~ To es:~, T!-E FCl.l.CIJ.INGI ~: SHAU.; ee,l,N~Y ~T· AND TI-IORCOG!-L Y Neo,;@ORATED· BY ~ OF ·A RO"fOTu.a;i! ~ EGU<lL TO A D1=P11-! NO U:£,6 tJ.W.I s·· · ~; AmlNI EBs ICCQ %/_:ASE "':El: ' " l-l'tPF!9$EEPFP TURFGRA56 NOTES IMI.J..FE..OMC>(:M B,11,!J.FEU') Mtx 2-A AVALASL.E ~ AGROl'IO-TEC SEED COHPAN'r ~' ra&J>.bT4:.0M?e OR~ EG1IAJ... .. ; :· . ,,. I. ec;.IIRFT" 001.. TO c:e:'n.! OF OI-IE+W..I' i-OE$ (11.?'j;. 2. U ~ FR:~ TO 11-E APPLICATION C4': SEED, f!RKiA"IE TO A HtlMJ-1 c:ePIJ.I OF FQlR NCI-E$ (4'), :, .' • .• : . . . . 3-~~~~:e~~~~~~4-' t:S ..::Rl ·.SMc:UIING P/G·OF."E~Cl·U lFS'.:15!;) feJ:> $MALL:· 2 =~~~~.;~·~·TI€ ... • • 4.Aff'L~~~~~~~~ 51-<AlJ... I-IAVE TJ.E l'c:t.i.CWIN:::i SA:CIFICATIONS·f"l=Fl' ACRE' ,u,c;,, 2poo I.BS.~ ACRE JOo;:;l% WOCO FIBER (CON.LED OR ECO-F~ OR E<:2W.}, """"' ENVRON-1-END BINDER AT 40-~ I.BS, FER~ PEf"S-IDING, CN ~ OF 51..0FE. ~: ~tz!=R, STPRTERFERTLIZER (1&-l!.',-5) AT 400 LB6, f'ER ACFi!=- ~"IE\ADC>ITIC'NAL El.El'ENl"S t,,e, t-eEPED BY WL "15:=:T, $ESDNG.'R;Ari;:, s 1..13$;, FER ipoo sa. Ft. ' ' J" 40' : ~ ,. " :: -, >· ,, ·-· '-," ;;-.. ''•" ~, ''(;,, ... ... ' . DAi:E\:··. FEBRUARY 7, 200~ .JOB N,O. -. • •• . oi:O)s': . ' -:·_oF_- " ' _, ,_: . '•• . :-~;_,," ''•••,' ~-. \',,".' .,, " "· ' ' I . ,.:., ' • I I I ., I -~ ' "',i ' : . ' ' :• ' ,: I ,, . __t_ • ':' • ..,, : : "' 1" : . ' • 'Y : . + ' : . ' ' ' ' \ ,. ' ' •' : : .... : •' ' :, ' ' *I ! "' ' •: ' % : "' \ lt-: . ' . : ,, "' ',, ' . ·,·-~, ,:, .• ' " i I . I • ' ' l ; , ' ' , ' ' .. -·-· "".. ·-.... _ --·. ~'-.., . -~-.. -""";--..: . , ,' . • .,.: . ~ < ~:.;~.>\, .. .•. ' ' ' ~, ,: .. : ... ' ' .. ' : \,' :, .. ; .• : ·- ' ' , ,~ .. ' . \ , .. :-'' • ' ' " \. ... . ..___, ·--~ "' "' ' ' , ' . .•,,- ' " ' " , ' ' ' l -- . ' .. \,., "'.' ' ', MU!-I RM ·CIS HYB. • 51--iR UB A ND GROUN[)COYER LEGEND • S'rMSOL QTY. SIZE SOTAN!CAL NAME COMMON NAME HEK:sl4T OGAL c15:rus, 1-rl'.eR!DUS -WI-HTE RQCl<ROSE &'-o" o.c.. 4' toe/ 1100 IGAL MUl-ll.ENSERG!A °REGAL Ml&T' REGAL ·Mts,T H.J!elLEY ;z'-o" o.c, BO u.e'TRINGIA A-!ilTICOSA • 'MdRNtNG LIGI-IT' COAST ROSEMARY 4'-0" o.c. REf'ER TO THE PLANTING NOTE& AND D!:fAIL$ ON ,:HE PlANTiNG CETAl.& SHEET AND TI4E PLANTING SFE¢,IFK;AT~ &I-Er. QJANTITYr'\@ .. f'AeREYIAT°"" ' • 2S sue, JAP ,$1ZE\..J_1 ' . -• Ci& HYS MULCH NOTE: MULCH All LANDSCAJ'E AREAS (EXCEPT Kl'OROSEEO AAE/1$) WITH A? lAYER MINIMUM OF FOREST FLOOR (0'-2"), AS WJll/fACTlJREOSY GREEtlWAYS l:IMRONMENTAL OR APPROVED EQUAL , GREENWAY$ E~!lONMENTAL PHONE, (949)-380-8301 FAX: (949}380.s352 ""PPFP iURf'G,RA65 NOJE& TFuREEN 6CO ~ l'"EOALLION FUJe>oOD .e,c,c:,c;ep ~ AVAueu: !'R0!"1 PACFK:-800. • 'F'I-IOtE•·<eoo).1h2•3<:m CR~ FQLAL SOL ~ Fdf.: ~•iiffA TO eE ~:-'ti-E: ~-~ eMALI., eE· ~ Y BRO~T.''ANP:ll-lORO.JGl-lL. 'T' ~,a::, eY i-EANS ·~-A· FlOTOTt..l.ER"OR<E<::llAL:'TO A DB"'Tl-1 N0'-1£55 Tl-!,l,N a . INCI-E&,..·;·,. • '·,::· • I-IXPf?t1f,ffpf;p '!\JRFG&<\$& NQj:E5 6.WJ'BD MIX :i.... 9,;:l,U.fEl..P Ml><: 7-A I. SCARFY $0L To·oe'!TH OF~ NO-ES (lf.l'}, ' . . . ... ,_ .. ,. . . ' ' ' . .-2 24 i-lO.IR5:'~IOFl: :tO:fM: AF.'f'!:l:;Atic:N OF SEID, !RRIG'ATE TOAMINHll':10EP.Tlf OFFa.RN::".I-E&(4'). • -· • :al, SUBM!l;Jb'~i~-~ 'ARC>,!rra:;r'S ~ICN• I, -1 -0Z>~ot:EAd--l ,&ff:CEe Wlfl.l CERTFl:::Art1:L.Ae @...~~~~~ ~ eFECes. sec~ 2 PACK~'IY'ER"i·. ~-eet> T;:I.G5 F'l=Fi! T\-E. : c.AI...IFORNIA.FOCO•AM:>.-~Tr.R,llJ.. COOE. - 4 .. APF'IX:ATION SPECFci·h::JtS:~:-TME ~ &J.lRY ,. 51-W.L· MA\11:::· 'M: FCtl:a!JNC'..~FICATk':»e -Fl'R t,CREO'; HLC1-i,, ~,C00.1..e6.. F"eF<: ACRE !00% fil'ZP l'ea:! (CONJ.ED OR ECO-FEER OR\~- eJlstt:)ER-.-. !:NY~ e~ AT :.0-lhO LBS. PER ACl'iE ~ ON OEGoREE:·OF 6WF'E.. FR&f:'I.ANtFa<!tl.tze;!;, STAR!e'i? Fa<!TIL!Zl:R (1$-1$-1&)_.AT 400 LBS. PER ~ ~TE ACOIT~ ELe--et,rrs.· M> Nii£DED BY $0!.. TEST. SEEO!lsl::!s-l'MTE' a LBS.~ \090 ea.. Ff. 5 .. POST sea::,m$F'ECFICATION5• UJA'JERN:r,, AF'P!.:r AC£G:l.l,<lilt:: H01$T\ff TO ~NATE sec. IT 1$ ~T~T~~~ ~:.,~~~CAN ~~- u.ee:,$, . ·-. ... . ' ~Nfi>O~~:~~t.-1~~ FOR :AT_ MAKlFAC1U.:£R'~ATl::lN-'l'Cf,!'USE•ON TI-IE~; AU 1/S:O.'~eAT!ON 5M.AI.I... ae:.·~ Sf.rQRS: ' PLANTm·.~SEED-;' . •. " .-,, .. '. AS- 40' ,--:,' .. ' ,:L . .'.' ,\,:·.' •;.;_;,_ -'., . ·,:_y;r .,,, . ,,, •. _ _._,,. . ·, .- ;.1~{'.;\~;~t?;~r:, ~,." ', " ,, • '-------1 , OJI.TE FEBRU'AR'i: 'i,;-2007 J_OB!:'10: ·02::ojS\ _ (SHEETS ' ' ___ , .. "·"" ' ' ' ' • ' ' j ;{ ' / '' ' / I ! / ... '' ' ' ' ' " ,_ ,. " ' . p· ·•: .. ' . : .. , ERIGRA · ,:.~::;>\ltiit . ., .. -:@1b/<i~j ~M -;. .1,-,_ I;" .. , " _3810 GAR PAN 3 ARC HM MUI< RK> ,' / , AGAS!-IA ./ / - ' '·., ' "·' •\j ',~ ---·-·· < "'-i· ! I i ' ARC ',·. ARC J.IM ~ ERl<!'.=rR:A I G ENC CAL '-, ,, ' " " ' • '· ,.; . cARRAN . ,',." • . " •· ,,,:,,.. ···-·----- I i / ARCH ' , ' ' " \ \ ·:t -··· ;:,-· / " ,,,. ' ' ' , ARC HM 220 /Jfi:CFM I G $AL CLE .. -•·•· -•c ••' ~---•··••--~• -•~ •. ·--~ ,, ·····--·-·· ' "\ ":\ ,, .,., --·" . f7S ERi GRA SAL CLE ENC CAL " ' • ' i ' ! I ERIGRA • . ' . . .: .. :, .• SHRUB AND GROUNPCOVER LEGEND SYMBOL QTY, $\ZE 25 !GAL FUJG,$ !ITO I GAL 20 5 GAL !OS ·1 GAL E:OTANICAL NAME ARCTOSTAFI-IYLO& DENSIFLORA '1-lb.iJARb MCMINN' ARCTO$TAFI./YL05 'FAC!flC M1$T' CARE>< FANSA C::Ucil.E'r A FUL. YERUI...ENT A ENCELIA CAL!FORN!CA RH.JS !NTEGR!FOLIA SALVIA Cl.EYEl.ANDII COMMON NAME MC MINN MANZANlr A PACIFIC MIST MANZANITA CALIFORNIA MEADCW SEDGE C!-IA.I...K Dl.lDI...EY A COA&T SUNF!..CWER RED SlJCl<IJJl-!E,,,l, T LEMONADESERRY CJ..EYEI.AND SAGE 'ALLEN CMICKERING' 'ALI.EN Cl-llC~ING' G'-0" O.C. 2'-0" o.c., 3'-0" o.c. e," o.c. 2'-6" 0,C, 2'-0" o.c.. 2'-t>" o.c. FER.FLAN <~'-0" o.c. REl"ER TOT~ PLANTING-NOTES AND DETAILS ON Tl-IE FL.ANTING DETAILS SHEET AND THE Pl.ANTING 5FECIFICAT!ON5 s.ET. G!JANTl!Yr'\@ f'A66REV"TION 25 eu5-JAP 3_'._fu_ 4' ,, ,. ,. "i"ro 4" Ii" 4' 1011 to 12" 2' to 3' 3' to.10' 3'to.lO' &IZE\._../ I MULCH NOTE: • 1 MULCH ALL LANDSCAPE AREAS (EXCEPT HYDROSEED AAEAS) WITH A 2" LAYER MINIMUM OF FOREST FLOOR (0'·2"), ' " ' l40 ,.,_,L AS MANUFACTURED BY GREENWAY$ ENl/lRONMEITTAI. ORAPPl<OVED EQUAL • GREENWAY$ ENVIRONMENTAL PHONE: (949}.ao-a301 F~ (949}380-8352 . ·. ·, ... ' " " '' ., • '',; .;~':c,':. '' l -' •. -::.,'.,",~: . ,, :-,.-- \;_',, '' .. ' . ' ' ,'\:.'~ i\\. ;-;<, :::.:.·· \", ,, :=\;::-, ' ... ' ..._ . " ' ' ' . , ... _ .... '•· . ,(~{{$.!I?i~~·t;,;:::;:. ' ' ' : : ,, ::~;; iOF " ' DATE·· FEBRUk\-,7,, 2007 JOB:!°l:',X•:'. 02:035'., SBEET •. ·, ,., ,I"· • ·,;"·•,,::,,,::-.. ,: . •' '_-;' .(.~<i,·}.SHEETS•:,_,, " "'·· ~ENEl;U\L PLANT I NG NOTES ' t:r:1~f ~i~~~?:E~~~~l~~l~~~~t~~~~~~!~0~~VISOR ON COMPLETioN OF P·1cK-UPWORK. AL(:EMP.T'f,BAGGED AMENDMENTS, F"ERTiuZERs, SEEDS, ETC. USED ON}'RoJECT,SHALL STAY ON SITE IN A NEAT, t:~EAN ANQ ORDERLY MANNEF(OWIL ;1:1~AL APPROVAL BY • -~~~CJ;~T~R;~~I~~~ ~~t1~~~~~!fJ~·~J~:t:i:~Gs~r~:,c~~~ic : t:JS_tS:~HALL BE PROVIDED TO VE~lFY fU~~/~~EJ?:OUANTITIES. ANY . ::~~~r:1r;;~i~~OR~~~~~i~J;l~HE'JOB SITE SHALL BE. '' .;2/rl:iE CQNTRACTOR SHALL vER1PiAILL. PlAN:tMATERIAL QUANTITIES :· iF.f~-ibFtto 1NsfA1.1Ai!bN. PLAttf M~1ER1A~-'~U.A.Nt1t1Es: LISTED FOR ,•'CONVENIENCE OF CONTRA.CTOR ... ACTUAL NUMBER OF SYMBOLS .. _.'SHALL.-HAve pR.1bR!TY ovER aliANi11)':bESiGNA;-r:ED. (NO ADDITIONAL . ,-:-CoMF1ENSAtlbN.SHALL BE PROVIDED.) .' · •. • • ':i r~ECONTRACTOR SHALL FU~~-iiH AND .PAi 'FoR All CONTAINER ·.GROWN TREES, SHRUBS AND VlNES'.· lNCLUbitilG SEE.DE□ AND :so□DED TURF' HYDROMULCHES.AfliQ· FLATTED. GR.oUNDCOVERS. THE g~~I~~~~ ~~~~~~~~ ::E~sE:illr1~ 1 ~·~ti1~:¢;:g~:A~L~~~~G , ,MATERIALS; THE STAKING AND o'tiY1Nt3 OF TREES.AND THE , CONTINUOUS PROTECTION OF All PLANt"MATER"!.I\LS UPON THEIR ARRIVAL AT THE SITE. 4. GROUNDCOVER PLANTING GROUNDCOVER PLANTING SHALL BE AS SHOWN ON PLAN UNLESS OTHER-WISE NOTED. SEE DETAIL' ·:A:& B' tHiS' SHEET FOR FLATTED GROUND COVER PLANTING .• 5. PLANT MATERIAL ALL PLANT MATERIAL SHALL BE SUBJECT TO -APPROVAL BY THE LANDSCAPE ARCHITECT ANO/OR OWNER PRiOR TO INSTALLATION. 6. BOXED TREES ALL BOXED TREES SHALL BE SELECTED AND SPOTTED BY THE lANO'SCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 1. v1~ES. NOT.USED 8."U~AB H1NG-ALL SOILS WHERE.THE SOIL SALINllY IS GREATER THAN 3 M!LUMHO/CM SHALL BE PRELEACHED PRIOR TO PLANTING. \'-•:AFTER TREE PL:AN.TiNa.:PITs HAVE BEEN EXCAV.ATEO,.,A.ND PRIORTQ;THE \'.. INSTALLATION OF -TREESf fHE PLANTING PITS SHALl;:BE LEACHED Eh( /,';\ FILLING PITS 112'FciLt:. .WiJH GOOD QUALITY WATER Af-iD'AtLi::iwT6-bR.A1N \:: · CO.MPLETEL Y PR1bR 'Tb:f.''i.ANTING. ·; •••• ~ ~ •. . ~ . • ·:: ~--AFTER THE IRRIGATIO~/j$ lNSTALLED:AND PRIOR TO i-Hff'lANflNG' OF • i :-: SHRUBS AND GROuNti--Cbv'ER, 'r'HE PiANTING AREA sHAilL BE LEACHED ... i so·THAT A MJN.IMLIM 0 "!5.1_6~ OF Go:OD QUALITY wATEFf~AS:SE~'THROUGH < ~.: SOil PROFILE 'BEYOi':JDi ROOT ZONE, PRIOR TO LEACHING/PLANT PITS ' • :: ~ .. ·sHALLBE DUGL::EA.ViNC3:SPotLS:1N'THE·P1Ts·. ·t:EACHiNG-'i"RRiGAT10N •• ,.,_ .. ,•,·••-•.", ,..... ··'····· .'. '.. SHALL BE.PROGRAMMED TO AVOID:EROSION/RUN:OFF, '. _ .. ·.: f AFTER LEAc.Hr~~i~1:*,i ~i~MMo~;(i~iiuLFATE,:<21 ,q-oJ •At'5,pouNDs PER •. /1,oOOSQUARE;F.EEf:-i.i:\/ ... •::,-..:\·'.: : .. :, -...,. ··,.' ... :.. ..,.·. ; ·" .,-.... ,._.,,,-.. ,,,. ,..._. ,,., .... , ... ,., ···, ' i: .. 9., S01L AMENGii-it~m·s;~FERTIUZER'S.'&~'SOII:. coNEiiTl0N"ERs ·,; l J;: . .-: .. ". THE SOIL AMENDMENTS·SPEClEIED1BELOW ARE' E0RBJDDING.AND ' .,, •. ' .. ·•--·'"•·~-,.,.. ··-••,·· ... · . ' ....... , ... , ....... ,,.., .... ·'· '.-',l' INST ALLA TlON.'c:JHEiOWNER..SHALl::i PROVIDE ANQ:.F;'l.-,Y,ifOR;l'.f:IE;INITAL • ~ f f!~ip~ A~.RoN_9ti{t~!:i~R9AT.1:!;{Qi0,,:4fi\Af>PRovEo:.s.91Ls,'c~-~~f9.~Y-AND i: ~' '.ADDITIONAL::seEClflCA]fON&MAYBE. P~OVIDEO,BY:11HE?l.:ANOS£ARE.: . • • 0 k~1RCHITECT R~\Qff't~' 1N_~T-~tAfJPR q~.'PG\Nt:f0A,'lt~'Ri~ll~1)\N't/•(;\,; •. '-'M001F!CAT!Oi-t11:0:THE'BEL:OW SPECIFJCATlON MUST.·BEclN \IVR(TIJ;,IG FROM : . ·'·THE· OWNER,0R'llANoS:cAPE ·ARC1;11rECT _ AT THE ·oiRe'Gt10N·OF~1:HE • • j :\;'OWNER o'R"LiriibS.0Mt~RCHtf~Gt~\.t/;{E,coNtRACT:$~SA&lt $HA1± . ~ /-}pROV.tDEAbQfi:iQNA6'~01lS. ACi~ON dM,'i'."TESTtNCf °A.Q£!1f(6'i-i41} S§lltis. . . ~ ·(:AGRbNOMY.'.tEST1):.f(i SHALt BE}PAfD'.fbREiY TH·E:·cOtiliRA:QfbR.ANtfSHAtl . ·: ~~:Bfb6LLEcTEtf1NjffE'.MANNEFtA~:tiEi=iNEo· 1N THE ·S!?ECIFi'!C;tiii.Of.ls~ .• • --~ i .. :;'~· .. ·:,',·,~e'/(,\::\>S~"\::.,. •• . .-,!_;~::\;·-'.;:;-·. ·:-,\·:r:c:; '-·.· • ,. ,!OCFlATAREAS/AND:St0F'ESLESS:JHAN3:1 _ .· .:.,_,·,,,,. •. ·. :.f .OR AREA TO:SE;[ANClSCAPEO:ON'.LESS-THAtil 3:1".SliOl;'E','-tHE.-' .' ; ~ :_-'f6ttoW1NG:.,i.MEND~Erfrs sHAr:1}8E'UN1FoRMt)'.·BRdADCASr AND ' '. i ,il}i0BdU~!;l!.'r\(~.9 .. Q~~Qf:½ TE1?,'..~.t(¥.$.~~$;Qf:_AJ~.P;i;9t1tf._~f?,-6,R . • ' ·-.:~~~~~~:-~6J~A~€~~A:~ :~~lJJ:)~~:~.~Hiie:~;::~~~;~;:~ FROM SITE:CQNSTRiJ:C'rroN ACTIVli"IES;ETc: Ar:i(AREAS:"oF· CONTAMINAT!bN. SH~L BE OVER EXcAVA TEO. ANb.'RE~b,v.Eo. FROM THE SITE .{C_ONCREt~\W.AsH1NGS;'PAiNTS. MAS6N~¥bEBRi'S', ·ETC) AM0tiNT.PER,.i~OOosQuARE_F.EET .... ··~- -3 C[JB!C".YAREiS-coMPOSTED"6RGANtC 'AMENDMENT DERl\(EO F.Rd.iij;REDWO.d[(ORF!R (NOT TO EXCE-~D·3Q% HUMUS) (SEE DEF.IN!TJOf,J:BELOW) • . • -4 L8~/fR!PL$$UPERPHci°f;pHATE ·(0-45-0) -7 -LB'S POTAS$_1µM SULFATE .(0-0-50) coMPOstEo·oRGAiJlC AMENDMENT SHALL ADHERE.TO.'tHE o~·F1N1t1¢~:'FoR_ ¢'¢~~osTE□·¢:RqANic AMENDMENT. B~~o~. ANALYSIS OF PR0P.0.SED COMP.OST.ED AMENDMENT.SHAUL BE -~lJEiMrfrE'i?.-.T◊ LAN9l\CAPE AR~H\tECT FOR REVIEW '!3_E~c;jRE INST.ALtA\10~. ·\· ~· . /-. •• 11. HAND:PlANTEb.:::toPES.GREATER THAN 3:1 ~~~~~~~~~~,~%:T~bDbEtt SLOPES GREATER-T~AN 3:1 • a • ,, •' • ' • AMOUNT. PEFf.1,000 SQUARE. FEET o{~~~ig tijSi~g;ii~g~.~I~~~~~ :i:~g~lo~rjo/. HUMUS) (SEE.DEFINITION BElOW)' ·,.. •• -~;. -4.fB~i T13,li;\tE SUPERP_H◊SPHATE (0-45~0) • -7 1:.BS .POTASSIUM SULFATE (0-0-50) .... ' RAKE OR0S.CRAT¢H tHE ABOVE l~TO SOIL TO INCORf:'0.l}ATE.ANDWATER i~~~g~~tt~~E~~~T:~~Ti~~~o;~~~~sE ~~~foE:~tN~~Ji BE DEPTH6'1:. 12" A.ti .EAST ONCE PRlbR TO PLANTlNG. 12. PLANT1NG sA2~FiLL A. THE PLANTING PITS.FOR TREES AND SHRUBS SHALL BE EXCAVATED PER:RY\N_j-·DETAILS. ·tHE-s~~KFllL MJX FOR USE ~~~~~~~~Co~~;~~~-i~~1L~J;~~~~~A~~Ri~:;~:i1tC: 0 NsisT ¼ POUND ~AMMONIUM SULFATE (21-0-0) ½ POUND • ROTASS!UM SULFATE (0·0-50) ¼ POUND .,:(BiPlE SUPERPHOSPHATE {0-45-0) 15% BY vbLtiME: 'c·:oRGAN1C,S€iJ CAMEf\JDMEN1' • 1N ALL cAsEs, THER'E'SttAlL.BEfl=1'6SiT-ivE DRAINAGE AWAY FROM ,THE RboT cRoV'l'l'i':"OF.'THE:Pt:ANf MATER.1Ai:. .,:-· •• ··,:_: .. ·. . ·,';i\.:: . -:·.·=:::·\.i''.'.:'; .. •. . . .. ~- ;B!.>PRIORTO PLANTtNG i·A·SAMPli.E:BAE:KF!LL:MtXTURE SHALl::BE · (;:· .. :t:REATED UNDERfrHE'OBSERV Af16Nt >F THE-1:ANDSCAPE ARCHli"ECr ·'.AND,oR owNER:\'t8hf r,;11xru'ifE:":SHJ.>;LJ.i:BEcoME THE·"CONTROt.~ .-~-··: ·:~BAtKFiLl ·A:Nn:SHALl BE TEsiE[f B.Y.:fHl:tAPPRdVED sb1L LABbRATciRY --FOR·ESTABLISHiN'G .THE CONTRcil>BAGKFILL COMPOSITION. ;: • :,C; .THROUGHollf.~1iiE:~Ro:JECJ.:DUBAfi0N;.Ai-ANY TIME, THE,LA,NoscAPE • (f.~¢RITECT M~f ;~*~P.LE: Tf:!E ".-Qi:.lJ6t:'..~.ApKFlt.L Ml)0"URE5)M~~E~f:Ni"ED ON THE PROJECT·-AND RETEST THESEBYTHE APPROVED SOJLs·· •• ~:~~:~i~{ ~~f~~i1~~:Ef[:iT~g;cR~1~%~BsL~Ml!~:~!~J~~T • ·iS .DETERMINElf B\:iHE 1:ANb$c~E_;ARCH1TECT wiTH ;rHE···GONTROt:. '; SAMPLE, THE cOiiltRACTOFfSHAll li;;!E"MbVE ALL PLANT MAtERIAt AND -RE'-AMENb AND·:RE~!;'lANT. 1F MORE h°ftAN -THREE (3) SAMPLEsiARE(N·ot "REAsONABL Y CbNStSTENT WITH.t HE ,tbNTROL SAMPLE ANALYS·1s THE GoNtRACtoR..,SHACtJ•AY FOR All,fuibRE· SAMPLES. • .-\ '· , 45 DAY & 120 DAY,FERtiLIZER ... • : 13.' F.QRTY FIVE (~):D'Avs .. AFTER !NSTAtilAT!ON ALL LANDSCAPE .,, ··-·,•·· ,, ....... . -., • ···SHAllBE·FERTlUZEDWITHTHE-FOl:.LOWING:-·· -·· .. ··-··•·· • ., =· , .. •· APPLY AMMONIUM.'.SlJtFATE (21-0·0)~1"\!f P.bUNDS PER 1,000 SQUARE FEET. '.• :., ALL MATERIALS SHALL-BE THOROUGHLY·(R°R.!GATED INTO SOILS IMMEDiATELYAFTERAPPUCAT!ON. ~ ' .,,, ., .... , ... ' ....... ,, .14. ONEiHU~DRED.TWENTY (120) DAYS AFTER INSTALLATION ALL LANDSCAF!E. SHALL BE BROADCAST FERTILIZED WITH THE FOLLOWING : ' APPLY AMMONIUM SULFATE (21-0·0) AT 5 POUNDS PER 1,000 SQUARE FEET. •. ALL MATERIALS SHALL BE THOROUGHLY 1RRlGATED INTO SOILS lMMEOIATEL Y AFTER APPLICATION. 15. FOR-Af.LSTAKED TREES, SEE DETAIL...£.., THIS SHEET . . ' 16. NOT·lJSED 1-7. Fd~;$~R:0~ Pl:ANTlNG, :;iEE DETAIL A & B 'THIS SHEET. 18. PR-~2/f-iS.TAi.LA TION. WEED ABATEMENT ~~l 1i1~~t0 .0ti:rL,?;;~~.~~~~TA~~~~~~1:g~~~~:i:p~VE ARCHli'ECT'FtlR PRESERVATION IN PLACE. THE SHRu'BS bR TREES TO 'BE·:·pRE"SERVED SHALL BE CL EARL y MARKED WITH AN ORANGE ) R.i~~(?til/.J:'E~T!UZE THESE AREAS W1Tt;'3!)0 LBS. PER ACRE OF 14-4-9, . OR_EQUI.VAU;:~. IRRIGATION FOR 2-4 w'EEKS, 2-4 TIMES DAil Y TO • ' ~~~iii~Ji~1~-~y:;~~~~~'.·S~~~~~~-~~~~g~~~~SA~~J~E WEED GERi-,it!NATEbiAND ATTAINED.SLiFFICIENT GROINTH; APPLY A BROAD sl?EttRUM; No'N-SELECTIVE HERBICIDE ACCORDING TO.THE MANi.JFACl'URER'S LABEL RECOMMENDATIONS AND LICENSED PCA. AFTER.SEVEN DAYS, GRUB ALL WEED GROINTH FROM AREAS TO OWNER'S'APPROVAL. REPEAT ENTIRE PROCEDURE IF DIRECTED BY LANbSCAPEARdHITECT OR OWNER. • 19. SHRUB PtANTlNG METHOD EXC/IVATE PLANTING PIT TO TWO (2) TIMES THE DIAMETER OF RbOTBALL AND 1-1/2 TIMES ITS DEP.TH. AUGER 4" ON CENTER X 2.' OE_E~ AT BOTTOM OF Pl"f. LEAVE AUGERED SOIL !N PLACE, UNCOMPACTED. FILL BOTTOM OF PLANTING PIT WITH AMENDED SOIL TO BRING LEVEL TO PROPER PLANTING DEPTH. BACKFILL AROUND ROOTBALL WITH AMENDED SOIL. FORM BASIN ON DOWN-SLOPE SIDE OF PLANTING PIT TO HOLD MOISTURE WITH!N THE ROOT ZONE. REMOVE BASINS 60 DAYS AFTER PLANTING. 20. F1RST:'WATERING oF· NewL y PLANtEb. MATER JAL WET JHE __ ROOT Z(?NE BY HAND Y:JATE~I.NG TJ;iE PIT~ TO "f;!-!E . LOWE~_T-EDGE BASIN.:AFTERAMENDED:SOll·HAS BEEN-WETTED, ;~~N~~~~KLERSSHOULD CONTROl:. THE MOl$TURE FROM THAT 21. ESTABLISHMENT/MAINTENANCE. PER:ioD:·(120 DAYS) TH~ CONTRACTOR SHALL·PR;QYlbE.,f:OR-A·60:~AY ESTABLISHMENT AND A 60 DAY-MAINTENANCE PER!OD.AF.TER THE APPROVAL IN WRITING OF THE Jt\lST,A[µT!ON OF THE'f'ROJEci'~= THE;MAINTENANGE.· ~HAtt, BE PER THE ABdVE NOTES AND.THE PRdJECT,lAN'O"SCAPE SPECIFICATIONS. -:·,:-\ ,,.,·. ,, 22 ::TREE ROOT BARRIERS · • 1NSTA1:.L "DEEP ROOT" (ORAPPR◊vED'ECllJAL):TREE Rhot·BARR1ERS ON . Ai;:if ffi.EES· Wi'rH1N:5:--0"'.bf. .slbEWAit(S'.QR)iARb.:. 'SL/Rf ACES; CHE.CK M~,YF..t-~JURE~s-. cAlcD~ ,:q~:c1:1~~Tf P.Ri N\.Jt-i1~E~,of. P:ANELs REQUIRED FOR EACH SIZE TREE. AVAILABLE· FROM: DEEP ROOT PARfNERS, LP. s1 LANGTON.ST #4 SAN fRAiici'sCo, CA 94103 (80_Q)~5S.:76"68,-FAX -.(800) 277~7668 . ' • • ~·<•::~" :. '. ' ' .. •, . 23;'.SHRUB'LAYOUT ' • . • ; ... ,\, ' , .. -~9f@~~i~·~~~~-~~o:~D;P~~~§ .. ~~~~~t.~~~~~~~:. • PRIOR-Tb. ·PLANTING: ·AN-AbECiuATE:tiDANtITYiOF'oiFFERifN1:.-cot.◊Rs ·,sHAti:i EiE PROViDEb' FoftAPPR{)f>RiAirE-'i!AfbtrfiCLA:RhY. :'... • ... : • ·<.,-, ' ... i • _-:. ,, - 24.'~l:JLGH . ·.. . :•._..-_. .·.. . • , CONTRACTORSl;lALt.:·PROVIDE 2" LAYER dF F0RES'T:'FL6bR'(0"-2") OR,EQUAL:"MUtCB !N:Alt SHRUB PlANflNG:AR'EAS.iNCLl:iDiNG·SLOPES 2::kAND lESS. , : '. · • , . • ~~T~~~~~®fJo~~'.i?~!.'~~~~~J:i~li~NF~~J~~b·t~EAs. B~~Ji~~-EP . 3: ,~~-E~~:.ARC!4N'IJ.$lJi~-~~~~--bf _BARK •• D"O'NbTl'vlUlcH·S(JRFACE 6F"ROOtSACLS: • • MULCH AVAILABLE fR6M:. AQOINAGA FE.RTll:JZER COMPANY PHONE (949) 786~9558, FAX (949) 786-9~4 ' ... . . " 25. DEFINITION·OF COMPOSTED ORGANIC.AMENDMENT A: HUMUS MATERIAL SHAt.L·HAVE·ANACJD-SOLUABLE ASH CONTENT ciF NO LES_S.tHA!'4. 6% A~D .. N(),M~~E.THA!-J 20%. 8. THE pH OF THE MATERIAL SHALl BE BETWEEN 6 AND 7.5. C'. THE SLAT CONTEijT:"SHALl: B~ L:ESS .THAN.10 MILLIMH6/CM@25 ~~~~~a~ ggiT~~~~1:::~:TAJ~T~~~CT SHALL BE LESS ~~:t;1·g:~~TNST~~~--~~~b~~OLUABLE ASH) SHALL BE LESS THAN 50%. F. CALCIUM-CA~EibNATE SHALL NO'f"BE PRESENT IF TO BE APPLIED ON ~~~ 1 r:iw1i;EPTABLE PRQDUCTS ARE COMPOST, MANURES, MUSHROOM COMPOSTS, STRAW, ALfAlFA, PEAt MOSSES, ETC. LOW IN Sii.Lt$; LOW IN,HEAVY MEf,AliS{f.'R.EE-FROM WEED.'$EEDS, FREE OF PATHbGENs·AND 'OTHER-0EtETER1oos MATERIALS. ~tt~;~~Eu°s ~~~~-.~~~~~~~~~~~gg~~~~~~A~6~~g~:~:iE NdT-ACCEPTABlE WHICH ARE BASED ON RED WOOD OR CEDAR. !. S[UbGE-BASED MATER!AllS 'ARE NOT ACCEPTABLE. J. CARBON:NlTROGEN RATION IS LESS THAN25:t. K.. THE COMPOST SHALL BE AEROBIC WITHOUT MALODOROUS PRESENCE OF DECOMPOSITION PRODUCTS. L. THE.MAXIMUfvf.PARTICLE S!i:E SHALL BE 0:5 INCH, 80% OR MORE SHALL PASS A ·No. 4 SCREEN FOR SOil AMENci!NG. THE MAXIMUM PARTICLE SIZE SHALL BE 0.25 INCH FOR HYDROSEEDING. MAXIMUM TOTAL f>ERM ISSiBLE POLLUTANT CONCENTRATIONS lN :~;~il~E~6 IN PARTS :~~tJ~~ofo ON A DRY WEIGHT BAS!S: CADMIUM 15 MOLYBDENUM 60 CHf!.OMILiM 300 NICKEL 100 · COBALT 50 SELENIUM 50 COPPER 150 SILVER 10 LEAD 200 VANANOIUM 200 ZINC 300 '"'··-· .... TREE,PROTEGTION ·-NOTES 1. THE GENERAL CONTRACTOR SHALL-TAKE THE FOLLOWING STEPS TO PROTECT ALL EXISTING TREES SHdWN TO REMAIN: A. PRIOR TO COMMENCEMENT OF DEMOLITION, GRADING AND CONSTRUCTION, TEMPORARY· FENCING SHALL BE INSTALLED AT THE DRJPLINE OF EACH TREE TO BE PRESERVED. FENCED AREA SHALL NOT BE VIOLATED DURING CONSTRUCTION. B. All EXISTING ON-SITE TREES. INDICATED TO REMAIN SHALL BE TRiMMED·BY A LICENSED ARBOR I ST FOUR WEEKS PRIOR TO cciMMENCEMENT OF DEMOLITION OR GRADING bPER/1.TtONS. ALL BROKEN_-6R BRUISED BRANCHES AND DEAD \IVOOD ·SHALL BE REMOVED. ALL CUTS OVER 3/4" DIAMETER SHALL BE PAINTED WITH 'TREE SEAL" OR APPROVED EQUAL IN NO CASE SHALL ANY TREE BE TOPPED . . C. ALL EXISTING ON-SITE·TREES INDICATED TO REMAIN SHALL BE FERTILIZED BY ROOT INJECTION BY A LICENSED A.RBOR!ST FOUR WEEKS PRIOR TO COMMENCEMENT OF GRADING OR DEMOLITION OPERATIONS. ~R:~~~~:ci~iDo;~;~;T~~E~~~~l~~~~;~R~~~~~-s~~~:;DING IS PERMITTED.WITHIN THE DRIPLINE OF ANY TREE INDICATED TO REMAIN. NO DEBRIS OR MATERIAL SHALL BE STOCKPILED AROUND THE BASE OF THE TREES. NO TRADESMAN SHALL DUMP DEBRIS OR FLUIDS WITHIN THE DRlPLINE OF ANY TREE {PLASTER, PAINT, THI NNER,.ETC.) ALL TREES SHALL BE FENCED BY THE GENERAL CONTRACTOR TO AVOID COMPACTION OF THE TRE.E'S ROOT SYSTEM AND DAMAGE TO THE BARK. THE FENCE SHALL BE SIX FEET HIGH AND EXTEND OUT TO THE DR!PLINE OF THE TREE. REFER TO DETAIL 'E', THiS SHEET. 3. All EXISTING ON-S ITE TREES (EXCLUDING OAK TREES) INDICATED TO REMAIN SHALL BE WATERED BY THE GENERAL CONTRACTOR CONTINUOUSLY-DURING THE COURSE OF CONSTRUCTION. IF POTABLE WATER IS NOT AVAILABLE ON THE SITE, A WATERING TRUCK SHALL BE EMPLOYED TO ACCOMPLISH THE WATERING. 4. DO NOT DISTURB SURFACE SOIL WITHIN TREE DRIPLINE EXCEPT AS MANDATED BY CONSTRUCTION PLANS. 5. All TREES (NEW-ANO EXISTING) IN OR NEAR THE CONSTRUCTION ZONE,.SHALL:BE:SPRAY WASHED AT A f'ERiOD SPECIFIED BY A ~3!~.SED-AR'E!:d~i_~T. TO REMOVE ACCUMULATED CONSTRUCTION 6. GRADE' IN. lJNES RADIAL-TO THE EXISTING TREES RATHER THAT TANGENTIAL. lF ROdTS· ARE ENCOUNTERED WHILE GRADING, CUT THEM CLEANLY WITH A SAW. D'b·NOt RIP THEM WITH GRADING EQUIPMENT. -7. DO NOT ATTEMPT DEMOLITION OF TREES WITH GRADING EQUIP'MENt WHEN TREES.THAT. ARE TO BE PRESERVED ARE IN THE VICINl:f=Y. .. ; ' H llll.rrr a:,;x.c;~,j ~ BASE-, ~-FNJHP.~ -., ··, ..:·: .. • . 4" o_c,;-~TEP.Pv'd:.\FFE EURRITO .. WRAFFEC,:S IN Fll..TER. f'ASRkZ"W/ CAP, FliJ5!.l WfTi-1 FINl&H GRADE:. COLOR ·GHALL SE SLACK. .-, ROO~"AH'~,QJT CIRCl.£0-:AND-MATTED ROOTS· .:, • FROM ~-;,-ROOTBA!.L • ~ MULCI-\. 00·.NCJT MJLCH TOP OF tb" TAJ.L--WATER BASIN. REMOYE AFTER 60 DAYS. • FINISl-!6R:ADE • /F EXCAvATE "SC>11.. ·s Tlt'"e$ THE WIDTI-l OF I ROClTSA!J:. BY 12" IN DEPTl-1 AND AMEND. +-'Sxe,.,D~L"-e,.:OFee_~ROO='c~ra,,,-ALL~c_::.+'/------'--'-.'..___'_-',- D PLANT"' e.EVAT!ON N.T.S, /,-' -:-:-:-:-:---=:=:-:-:-:-:-: -:-: , • ~:=:=~:=: :~:~:~:~:~:~ ~~=:,.;;;,:F rNeTAi..L ·ROOT BARRaa WITHIN s ' OF __________ ; -_-_-_-_._-_ ' :-:-:-:-:-_ /1i 1 :-:-:-:-:-:-HARDSCAPJNC:s (SEE PLANTING NOTES TH!& ~~~~~~~~~~?:. •/ _/. :~~~~~~~ !F''---5"EEf) ______ ______ _______ =~~B~~~~NOT r-----DRAIN GUARD FABRIC o\'ER GR.Ava. ~-----12" MIN: GRAVEL LAYER, 1JSE CLEAN ¾" GRAYEL. 12" DIAME'TER x 6' DEEP /4161 <I.D r lOLE WfTi-1 ci..eAN ¾" aiRAYEL • NOTES' 1, 12" L 9 ~ ~ !. PLANT PIT TO BE l" LE56 T\.IAN ROClTSAU. DEF-TH. CRO.UN &HAU. e,rr.s" AeOvE F!Ni&H c.RACE-~ :lx T!-!E DIA. OF ROClTSALL 2.. R!:FER TO SHEET L.,:a,l DETAIL~ FOR TREE $TAK.ING,, OAK TREE PLANTING DETAIL SXDIA..~ ROOTB,AU_:. 2x D IA OF ROOlBALL ' .. ;~:/ ·, .• ~-ROO"TeAl.1: l" MIN. ASO~}f~~ GRADE .... ,, ' ' .. ,,----2" LA.~ Of NrrRll-OZED- FIR e~· _MJLCH, DO NOr MULa-1 TOP OF:"ROOWAU.. ' .,----3" TAl:.L.'EARTH MCUND:·. Fi?EMOI/E -BoLIND 60 DAYS AFTER.Fl.ANT!l"-IG . :: . ' ,:,: ·, ; / 2,1 M~AC-TURED SLOPE, UJI-IERE OCCI.JRS. ;((; • / ' ::~( SECTION N..T.6, . ':;' ; • 1--.-----------------------1--.----------------"--------'-----'"''" •' F UTILITY SCREENING LINEAR STYLE PLANTING WITH'o'Ei:PROOT BARR1ERs DETERMINE THE CORRECT'NUMEiER'OI'" PANElS-TOBE USED. i:iEfENpiN(..'uP.6f.l·rHp'AcilJAL:•J"U.:N'tiNG.:i?iJ(i{A\:lb.:r~E·NUMBER OF T~Es_·1t,jv,OL'1=°D! .Tt,EtEt;{GTti_'Of'."t:lijft.R:. ~f~~IE.R .\.'V!lL VA_RY._BUT ·AS.A GENERAi:: RU!cE'OF:TflUMBT AKE:THEc'ANTICIF'ATlcD MATURE•: ~~~i~~:~~~-~~~~~£i~t~~~~~(~t2/~~~~t~,;~G APPL1CAT!ON:_.. , • · ·, ' · • ~~~~~~~rr~-~-~i~~~l~~~~~~r oN -~R;MO~~ ~G~RE~S1VE B. DIG.THE TRENCH TO THE DEPTH BASED UPON THE PARTICULAR BARRIER·cttciSEN. • C. INSTALL THE BARRIER. WHEN USING DEEPR00T LI NEAR BARRIERS ~i~~~~ J~~t~~~~'bu:::~;:~~~~~~}~~~~ BOX COR"REC1 LENG.TH .. WHEN INSTAtL'ING''DEEPkOOT"UN!\IERSAL BAARIE0RS' IN ;,i; LINEAR" FASH10N YOU WlLtl,i"c\Eo T◊-~diWrHE APf>ROPRiATE.NUME!ER OF PANELS TOGETHER. , q;_ OF TREE IQ'-o" 10'-0" ·'· .. •' D. NEXT PLACE.THE BARRIER IN THE TRENCH WITH THE VERTICAL RIBS • FACING._ TciWARD THE TREE AN!l-Al.1Gi'i, !N A'sTRA!GHT FASHION: It IS HELPFUL T6 Pi.ACE THE'BARFilER AGAiNST THE 'HAFioScAPE. iisETHE ~□SCAPE-AS ."6iGli1q1;·AN.Q BACi<FlhL'AGfl:1NST_,iHe:BJi13Rf!,:RS \O· • PROMOTE'A CLEAN'SMOOTH F/T-TOTHE HARDSCAPE.: BE SURE TO KEEP. ')11E"BARRIER'S DOLiBLE TbP ED.GE AT,LEAST'. 112··t13MM) ABOVE -~.~~-:,:b ._E_N~_qR~ ~~>'~.1s· D!): ~<;n _ ~.R()l'{ClYEJ:l1~1:-l'Of. E-.-PLANT T.HE +~~E(s).+He: utiEAR"ST'fLE·o~FERs A MORE EXP!',NSIVE.",ROOTING, GROWTH AREA; HOWEVER ADVERSE SOIL AND ~:~N:;E~;~io~~~~~~:~~r:Ri~c6~~;~~~~~AAEA :~N~~NC~~~:N~(lA~~;~·A LOCAL ARfib_RlST FOR PLANTING TIPS •, .. ~~~:g~~~~d~6~:t;~o~\~~~~N~~~:116~~iJi6:3iEs. F'6R--INFDRMA"f!Oi/REGARDiNG"D1~ffi1BtirbRS'PtEASE:CALL: • 1 800 1l.V RObT (458-7668).-FOR HE.LP \lliiTf1 DIFFICULJ: bRAINAGEOR OTHER DIFFICULT INSTAtLATION QUEST!ONS·PLEASE.CAlL DEEPROOT TECHNICAi. SUPPORT AT: 1 800 RobiTEK (766-8835~. ~ROUND~~~ALK ------·-·· . . . .. ' ' .. ' '·-" .. ' . ,. •• ,··;. NOTTO SCALE' ' ,, ... ' B SHRUB PLANTING DETAIL 0 0 0 0 -· 0 -o 0 0 ·o· 0 0 • ··, ·: .• . ' ·' ·. ·-:t::; ,"'1~-.a,·. GRO.IND ~-iq:Sc FL,:l,N!EC;-_~ • FL.AT&, OJTT!NG5;,L!NEl'S CR I GAi'ri:?"I." .... ,,. CON't'All'ER:5· .. '.,-,:-· .. -' .-' /.,-.:, .... . ' . ,:, ·, ', ·~--~·soa.. , RL -. [,i£t.□..:. ro n.e PLANT~ ~.JOR 5F'EC5. 0 0 0 0 0 0 0 o ' .. ,, ' ' : ,} ' •• ' ' '; . ' . . . . . .... ,. .. ''··" .... .. . . ···'"'· . . '•,· ._ .. ,,., ... ,· ··'·"'""""·'"·"·' .•····••' ----,,, .. ,,. ...... ,.• "" .,. . . . . ' . ' . . '. -....... ' .. '• ,.. . .. , ...... ' ... ,. . ' ' ... -""--• ... -~-... ,..,, .. '' ,, .. , ... ' .. ' .. ' . . ,.,, ..... ,,, ......... , ........ ,., ... . ... ,. .. . .... , "" •••••• ,, '""" ... ·.·-. ,:· ·.,, ."""·'• .. • ...... ,.. ... . . . "" . ,,· • :,- • ·a .,. ••• ,,.. "',.=•'"'""• .A~"""'""""'"""• .~,n ho ,ootrie!°" '" '""'"""'""' •;•• ''" ""'w, -~ w•~ """"""°' ,,...•nuhl""'""" •~•••""'• ·.,;,;;;~.;,.;·,,;.,,";;;; to.,.,,; ., ••. R•"""'"'"'"" o,,hl1e>'iTinn··n, '"""" hv Mv.mOtMaln in CIM< & G"'an AssoctateSVi,tt,wt",,,.,iudk:.,:•Visilsl'contactwith these plans and spWfioaliii;i;:tJ\allciriSlifu!e r,rimiifa<:ia evidenci,:of W>'aooept;,i',ce·oflhese ,,;.li'iel<iins, • ·,•· \:· " ' ' ' . • ' . SECTION 02810 · IRRIGATION SYSTEMS PART 1-.GENERAL 1.01 SUMMARY Ai):\ection Includes: Automatic sprinkler irrigation systems and controls. s.<F.{e1a:ted Sections: J;'. Seption 02900-La~~scaping. ·-c \PermitS: Apply for a'nd secure required permits. 1.02 ~~FERENCES: • . . ·. D:.'ASTM: . . ' .:f B 62-85 -Standard. Specification for. Corri position Bronze or Ounce Met81. Castings. • 2. b 1784'81 -.Standard Specification: for Rigid Poly (VinS.,i .Chloride) (PVC) Compounds and , Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds. 3. D 1785-83 -Stan"dard Specifica!icin"for Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120. ··•i:. ·D 22421-84 -Staridard Specification ·for Poly {Vinyl Chloride) {PVC) Pressure-Rated Pipe (SDR-Series). E.-National Sanitation Foundation (NSF): 1. Requirements for Seal of Approval. F ,:Plastics Pipe Institute (PPl): ·1. "RecommendalionS for hydrostatic design stresses for PVC plpe. G. Standard Specifications for Public Works Construction, as reference in Document 06705-Genera! Prdvisions. 1.03 SUBMlTTALS: A. ProducfDafa:. Submit-detailed iiSts of materials proj)osed • for use.· P.re'P'are typewritten niallrial list usirig the t'oliOwing fomiat. Double space between each item: lTEM·No. ·--o~sCRIPTION' Mi~uFACTURER 'M6DEL NO. . ·"· B. Project -Recor'd· Documents: Re'q9rd information • on:il'daily basis and submit for review of Landscape Architect. _;:, . '·,; 1. Dimension,-from 2 permanentp·oints of reference, such as building -corners, sidewalks, or curbs, the . .. ,,. ' locatioil ·oft~:e following items:-_:., a. R6utinti<~f main pressure\]\pes, at a maxiniuin of 100 feet.intervals. b. T~e/oµ:~~g of 24 volt co,~:t_«>l and commdn;';Vi~ing. c. Poii,:t'Of:_bonnection to elefyical power. , d::Ayl~W'~!"fo._contf(!I ·va!ve~f-:.'.: • •: • e .. Pciil'ltOf-connection to water. -. ._.,_,.,.,.,,,.,. ' . ,,., f. G'at1:fV8lVes. . ;:-, g\ ·ot1r61f6oi.iP1ing va:1ves. t: . •,~,"''> '., ' ,· h~ Qtfi~i":"related equipmertt-,· ;;,.,,,, ., ··,;:: C. ContrOHer:charts: ·.f ,. ·;·~;·:·.:.' •'· .\.\:, :.; .. ~ ·. ..,: • ' • .. 1. Pre"pare~Chartf·atter Project)~.E!cord Drawings 'fieiYe been appr6ved_,_by"Laric1Scape Architect. . :"::.'"•~,:: .' ·;· • : :·-,,1:;',i, . •• '-;:. .· • \;' • ., .• ":"•" ... ,·, .. ~-_., 2. Pr6VidE!.'2'contfoller charts ·aS:fOllows: '· .': . :i· , :·;_: • •, ·, •• a. 'C~(:f°Sh8'i(b8.'a, reprodU"c:liOn, of. the R~cor'd)~iaw'iii-Qi,i; if;tl,8:J'bal~:perftiiis:~tting the. tontrol!Elr-'dci6r. , •. lf 'P,tiotO}~qUdiOrJ· pfi~fs'ci1:e· r1equirea: ice~p:Ye'cfoctlOi{fo • tn~i:ni.iin:ii:h(P.OS'Sibie lO retairi"fun •iJQibility. • b.-Ch1i(.'SfiaiH;ie·:"blacli:iihi#(iht ofth9 ·actu'at ~i¼-:bUnt\; sysieiri/S~OWihfrtllif ar.ea.OOvered b'y • . ·.:,th8't!&lriftduer-: ·':\\\. • <i~:· • • ·. ,-.,_·.;/·:·. ··-:_, .. ._ -c. P:"r6\):ide :2°cl1arts for sa'.CH7C0ntroller. -' !'. • . . .,.,s ~ . ,· . 3_· 1ctentify the area· of coveril~~Of each remote ·oofltrol valve, using ·3 distlnCfly different traiiS!uqefit p~Stei color.;:~t~Wn qver, thiieritife'.·"a~. of coverage. • ·4. Fdi1q\i(i~g -appr6va1;' her~et1Jra11y.seal :cB8rts ~ii~~~n 2 layers· of--20-mil.plastic.sheet; and .. , ' . . . ,.,, .-. ., ' mdLiht Using Velcro or simil8t"fasteners. -·· . ,, ... 5. Charts. shall be comp!E!ted :~hd approved prio~ to'final review of irrigation system. ' -~ D. CheckiiSJ: • p·rovide a signedi~(ld dated:checkliSt-and submit for review·of landscape arctiitect pri6r {iffiiial reView ofth"e WOrk.. • 1. Use :U;e fcill,b'wing fonnat: ~-:§: a::Plllhlbihg·permits: -lf.nO.t.required, so'note. - b,:M8teria'l·.Approvals: NiP'roved by and date. c. ·Presi"sUre tine Tests: Bf whom and datei: d. ReCorCf Drawings: Red~ived by and date·. e):t ·c:illtrciHEl'r-Charts: ReCE!Tved b'y and date . f.'.·M"at8riii1S:-anc1 Equipme\:i{Fu rnlsfied: Received'by and date·. ._., ... ,. . ._,,,,, .. ,;, ' . . ' . g:;0p,erat1ng and Mamt~n~_nce Data_: Rece1ved:by :and date. h'.·System ·and :Equipmerifbperat/On lnstructi6Fls:. Received by and date. i: MiriUfactur"er's. Wariarli(es (if required): Re6eiVeil'by cind ·di:ite. j. Vititlen GUi3r8nty: Re_~!Ved by and date. -k .. Ll:i;.;..ering.pf. Heads ii:'li~8wn Areas: If incomplete, so state. . ··-•,~ -• 8 ' 2. P~id~:catalog and part :~~'kets on. materials ail"d equipment ·i~stalled under this Section. 3. lnch.i'd~_:index sheet stati~~\ontractor's and equiPhlent manuf~ciurer's name, address, and ph011e''iium ber. • ·=.:,\ • • E. Miscell~~~ouS Items: FurniJ~' the following tool~ aS.'a-part of thiS "dbntract 1. TWO sets of. keys f6r:ea'bh automatic contrOlie'r 'CSbinet, and;~ach controller enclosure cabinet lock. 2. Two wrellche·s 'for dis'~Ssembly and assemtlri.--ci r adjustment, of each type sprinkler head usE!d iii this iostallatidif requiring such specf~i°'tdols. . 3: one 30-inch spririk!e(~E!y for every 12 lock iltrV:ilve boxes uSE!d in this_ installation. 4. Two. 5-foot lon9 varu·~_it{eys for gate valv~S. :. • 5. Six cj'uick coupler k~Yifiand matching hds"e swiVe!s for each type of quick coupling valve. ·s. Four keys tota'l·for looS"e key h6se bibs. 7. Exlia' materials: Provicl"e four {4-) extra heads of each type installed. F. Test Reports: Submit test reports ofpresSure testing. . . ;-,'.;· . . • ' ., G. Instructions: Provide mainten_ance manuats, instructions, and demcillStralions to Owne~{niainten~i'rice personnel. 1. Maintenance manua!s -Shcill include sufficient detail to permit operating personnel to understand, operate, and ·maintain !?GUipment. . . . 1.04 QUALl:ry:•A_SSURANCE: ." ... · ··A. QuallfiCati~nS: irisfall~r shall -~~:}egu1ariY-,enQaged, and:S~eCializing ;"in:ftie/ins·tanauon of _,,:_ eqai\l'a!E:'nt i'rriga_tioii"s)'stems U_S.[hg :SOJVE!:!it'.:gasket.joints:. :· ,: -·:· . :.:':. '.:, ; :s,.:; ·,·'· .:.·- , . ·B. Certifications: EIE!citrical wirinQi."cdntrolS; ·riiotors, and d~Vices-shall be UL listed and labeled. 1'.bs DEtlJERY, sToRA"ciE,AND ttih.b uN~::.:. -~.:., ··., -·, • ,· .. ', ·::,., ' .. ' A. Exe:rcil?e care !n handling, loadit)g, un!.O<:!tjing, and storing= PVC pipe and fittings.-Pipe shall be tffi0Sp6rted in a veiil61e which;~llClws.thB)le:ngth of pipe:-_tO: lie flat witti,but undue bending or. COn- centi'atE!'d extemai'fi:l'8dif"lg at a"rif Poinl.": 'Pipe that has b'eEl'ri:dented ·o'r d81'Tlag·ea-shi:111" be discarded. •.: . . : --· ' •. ·, . 1,:'06WAf3~TY.: ,. ... ... ··:·. _ A. Th8'\"w'ork Wm be :l"IJ~P:Bcted by:the EnQ'ii:\:eer for acceptBiJ!:e upon rE!CeiplQf: the: Contractor's.w'ritlen a~eiiiOo that th8\W,6rk has "l:i'e:e~ coriPi~tfld. If, in the::E~'giheer's ju'dQll'!e'n( t~e· Wcifk°has ti"Eie•~-• CciITlplBted and'iS:re~Oy for ac'i;eptarlC1;3;';it:will so certify-:tO\the owriel', wtjiCh ITl3y·aCCept the{Ccimpleted ' ' .·, ,, .. _ .. ,.,•.·,. ·. ",•··--" ' ... , .. ,;,,•,,. '' ',., .. ·,., • __ , .. -,,. Wqrk. The Eng1n-eer.:w1!!, in its.tertifiq_atlon to the owner;~g1ve the ·date when. the·Work was:corppleted. fliis. will bE! the.:cl8te:When th"e:b'onff8Cfo'r-lS reilieved froffi-:ieSpori·sibiii'tSi to. ·p·rofocf tfle ,Work]{Jfiless OtherwiSE! noteifl(hl'le Contr8cf.,.'an.\V6tk:Shall·be warrhh'iI~tfbY tne Cti~ira"ctOr agai_nst det~Ctl~~ WOrKniariship a·~(:f inaiE!riafs fo'i" a>pi?iibd-:o'f t 1 ) year frOri{fr1'e'.dai8:the WOil\VaS: &irriplete&.· :'thei (;Onfractor shal/}ep(aCe any such_·clj f~<;°iive.work in a,.n:l8~fi~r ·satisfactoi'ftO.-thEi Eiigineer;}ift_~r notice ·to ct(r S"cr"fl"O'itdti~ '<'E" ii'Qi n;ee r; 'and'with h'i':tfie':t1mer s"p edifii:i"ff'.fr/;thEr nOii ce; '·f nfle~ COhffa'ClOr 1a11s_, to "m aKe • •• ~ --·-••• • •• . . ... , .. , .. ,. '' .,....... ,.,-,,,.. . . ·--,·' . ~ui::~-rep!acem~·l)t.:_ot,repairs w(lhin ;~h~_:~i:i:ie-specified irp~e,r,Qtite, 1he owner may perform--tlliq work and the Contra~9:~_S' SuretieS-shall be·!iable -for the cost:tl'.le~~Of. • 1.07 MP,,JNTENANCE: ':,-_· ·_. . . .,• . :\_::,· _ ihe eniire sprinkl~r:,.irl;iQalion syStetTl,"St\8i1; be under full)ii4ti;inia:tic operation for a period of 7 d,ay~· . .. . ,, , .. ._, ••.-' .. ,_.,. . """,,I·. , . . 1:irior to-any pl"antillg,:at:ld ·for tl'ie·fuH ;du[i':l,tiCin ofthe mail'lteliah_ce-.period. ·: · ' . ,,, , ....... -" .. -.-,_ ··'"·•"~ A Extra M~terials: -~~Vid_ei;4··extra h-e'a_ds,Of-e'a.tji"type ill!~.µ~,'- . '' •\ ,_: .' . -:.:·.,.';~;:',' '. :,··, ., .•-· ,-,: '' . ' PART .2-PRODUCTS 2.01 PIPING AND FITTINGS: A.· Pressure supply line·trom point of connection through backflow prevention unit shall be copper or brass. .1. Copper Pipe ·:=md.'Fitling~:. a. Pipe: type 'K;'ha"rcrtempered. b. Fittings :· WrqughfCoj)pi:i"r, ·S_oldf!lr joint type. c. Joihts-sffail(be'·SOide're"ifWith ·silv'er.SP!der, 45 percent silver, 15 percent coppe:r, 16 percent zinc; arid 24-'~rcE!nt'ciadmiUn:i. SOiid i:it 1125 i=. and liquid at 1145 F. 2. Brass Pipe and Fittings: a. Brass pipe shall be 85 percent red brass, ANSI Schedule 40 screwed pipe. b. Fittings ~h81! be mediurh ·brass, -screwed 125 pound clSss. e: Pressure suppiy iin~s 1-1/2 inches and srrial!er downstream of ba:ckflow prevention unit shall be ASTM D 1785 SCheidule 40 PVC. Presslire lines 2 inches and larger shall be Class 315 PVC. Above grad~ prE!ssui-e supply lines shall be in accordance witll the·typed noted on drawings. 1. Identification Markings: Identify an pipe and fittings with the following indelible markings: a. Manufacturei's name. • b. Ndminal pipe size. • c. Schedule or class. d. Pressu·'re rating, in PSI. e. NSF Seal of Approval. f. tAMPd Sea! of Approval g. Date of extrusion. 2. Pipe (Solvent Weld Type): Manufacture from virgin polyvinyl chloride compound in accordance with ASTM D 2241 or ASTM D 1784, Class 12454-B (formerly Type I, Grade 1). Hydrostatic design stress rating 2,000 psi. 3. Fittings: Standard weight, ASTM D 1785.Schedule 80 unless approved otherwise by Landscape Architect, injection molded solvent-weld PVC. Comply with ASTM_ D 178_4, Class 13454-8. a. tfi[eadS·(WHere R8qufr'ed): ·1njectibri rriblded-type. b. Te'es ·afid·i::11s:· SidE!gated. • 4. Thre_aded .Nipples: Standard Weight, ASTM D 1785 Schedule 80 With molded threads. C. Metal: 1. Galvanized Pipe: ASA Schedule 40 mild steel with threaded connections. 2. Fittings: MediUm ga!vaniZed screwed bE!aded malleable iron. 3. Protective co.Sting: Two Coats Of koppers· No. 50 Bitumastic. D. Nori0preSsure Lines: ASTM D 1784 Class 14333-D (formerly Type U, Grade 1) PVC with s61y~n·t-wel? joints. Comply with general reql!irements for pressure ·Jines. E. ViSi_b.l~ Pipe an.d.fittingS: • 1 /~·eri'et3f lritegTal,QraY:..co!6t,: . . 2. tlifEla"Cied Risel's: 8'ri(f NiPPISS: ASTM> D, 1785. Schedule 80 PVC. 3. Oth€r'RiS~rs"a.nd-"Fttli~Qs:. A$TM·b 'fr8t;'"scifledufe 40 PVC, solvent weld. . . . . F. steEtyes: . 1·.\4fit\Ches: and. smaner: ASTM_"D, 178'5 SChe·~u1~:4Q:Pvc.:._., .: -. . . . i ~ -'l8_r"gE!r.'i~·an:4:i~·cheS:· . .-~S.tM:b, 178_4iC!8SS. :12454-i:d"_;(fClriiiBrly.TYP..8 I; Gf8de 2, Clas·s 415) PVC .. ·.-.• _~,::·,::·,\:,,,,:-::: •,' .· :·· .. •_ .. ,,~_. . ,: ·., _:, . • ••• ' "" G. C/Jnduit~• ASTM:D·-.'1785 SchedUle 8.0. R.VC.. . · .. -~~iidi~t11~tt1h':· ~,--·· ·._:-:.. :;:_.; ._, : '\. ·(:·:-.< -_/ .' >_.:-.:/: ,' --·,, < ·=,:-··-;:,-·· ·\:-_· .,·,;,·,.,,.c:_;;' . . . •,'' .. -:--::-_,,•:, ... ':':··-.. -., .. ·,: .... , 1. T8gS :; Polyurethane Behr-DesCipaid-;·.ye:l.lo_W,iriicO!otWitfi, bla._Ck, le,tters 2~314 ii:iChes_by . • 2~·112 inch"es for 3: CJ:iara:ctet. iD."8hd·31'x4 ii:-fo( •. :.t-:ip1US.'.dhai"a_ctet1D,·:"as· ·rnahUfficii.lri;i:d0 by Christy's or equai: lrisf~ii p'\Jqj1e cOfo"red t,:igs iii rE!C1afthe(i'Water"aPP!i6atlOn's. • 2. Attabh ideiltmcation·tag·.shciwing val~e number-onea"Ch solerioid pigtail: 2.02 JOINTCEMENT AND PRl~ER: A. Nori-i:ire'SSiJre piaStic'pipei arld .fiftings Shall be·cemented uSi!'lQ· a 1 do percent• active so!xent, blue in color. B. Pressure·p1astic pipe·and.'fittings shall be .coated with a primer and then with a 100 percent active ·solvent C. Both primer and solvent shall be similar in-all respects to that manufactured by Christy's or approved equal. • • 2.03 VALVES: IN ·ACCORDANCE WITH TYPE NOTED ON-DRAWINGS A. Gate valves: 1. 3 inches and Smaller, (Unless Othe'rwise Noted on DraWing·~): ASTM B 62 brass body, 150 pound saturated steam-rated wlth,~cr9wE!.d,jOii:iis, nori-riSfng·stem, screwed bonnet, solid wedge disc. Provide with bronze handW1iei€1. NibCO, Or appi-Oved equal. . . ' . ' . B. Swing check Valves 2 Inches and smalleir: 2oo'.-pollnd. W.O.~. br'onze construction with replaceable composition, !leoprene;-or.'rubb~r.i:Hs;(:::;conforming FS-W:N-V-510, Class A, Typ_e IV. C. Anti-Drain Valves: Heavy duty virQin Pvt coflstruction with F.I.P. thread inlet and outlet. Internal parts sha!l 'be.'Staid]:ess-Ste~t:ari:d:neo·prene. -Anti.-drain valve shall be field adjus~ble ag8inst • dr8.woUt from 5 fo 4o·teet cifheaa·: Antl-drciin valve shall be similar to the Va!con ADV, ih accordance with type noted on dr'awings. • D. Quick Coupling Valves: In "accordance! with type noted on _draWinQs_. E. Remote Control Va!iles: ln accord8.rid' ,i;,nh tyl)'e noted o_n-dra~rnQs, F. Valve Boxes: 1. Non-Traffic Type: Specification ·grade plastic.box with locking cover. Carson Industries or approved equ81, as detailed on · Drawin•gs. 1!1Sta11 3/8" x 2 1/2" hex head ·1:1011 for' lobklllg of box. a. Remote Control Valves: .12. inCties by 17 inches by 12•1l4.inChes Model 1419-12. • Coibr per draWirig. EinbdsS V~i~e· station numbers on top o1 cover, • b. Gate Valves: 10 incih-es·diamefor by ·to-1/4 inches Model 910-10. Color per drawing. 2. Traffic Type: 10-1/4-inch di8meter pr_ecast ~oncrete, as manufactured by Brooks Products, 1850 Pa·rcO Ave, Ontario, CA 91761 '888-307-7470. Provide bolt-down cast iron cover. G. Valve Sleeves: For manual control valves, 6" diameter, PVC pipe, length as needed. 2.04 HEADS: A. Small Lawn Sprinkler Heads: In accordance with type noted on Drawings. B. Small Shrubbery s·prinli:ler Heads: In accordance with type noted on Drawings. ·C. ROtary"Spi"ihk_lef Heads:-In accoitlaflce with_ type noted on DraWings. D·. Tree h'rig8tors: P'rovid!S assemblies aS,iildiC8ted on-Drawi'ngs; including ve·nts and ·filters . 2.05 TRICKLE DRIP EMITTERS AND !:MITTER TUBING:. A: Eitiitlef'Boi:l'y: l n:aCcorciai-ice 'Wiih "type; ihdicate'd oh· i:lri3Wirig'S pfovide irtlet' b"8i"b. F!hw-5:hcill be r€gblclted through a silicone flapped diaphragm with ·a: flo"". path of i/4-inch. The emitter shall pressllre c:ompensate for rated fl Ow 10 percent"pllls or:minus civer a pressur~ .variant of 10 to 50 pou~dS pet squai-'e 'inch.-• • B. Dripline: PoJYethy]ene OV resistant pressure compensating, inline emitter tubing. Pressure Variant 8.5•60·ps_l (j:lo"unds per. square,· irich). 1. Inside' di~meter of 0.54.inches and oi.Jtside dianieter 'of 0.63 inches. 2. Emitter. spacing per. drawings. C. Tubing: Pol}'ethyle~e. co-_extrUded from _lin~ar, low density, UV-resistant material as.manufactured by Rainbir"d Or-as _iriCiC8tea·,on-tn·e·drawings. • 1. 1/2-inch tubirig shall have an inside. di~meter of o·.54-inch and an outside diameter of 0.63-inch. . --2, -1 /8-inch tlibing0s_hal! ·-have•-an:inside-diarneter-of· o~ 16-inch-and -an ·outside diameter-of0·.-22•inch. •• 0. Fittings: Molded·from · UV resistant,ABS. Us'e Rainbird compression fittings. 2.06 BACKFLOW PREVENTION UNITS: A. Backflow PreV~nter: In accordarice with type noted on Drawings. B. Wye strainers .:. In accordSnce·wilh-type-noted ·on . Orawi,rigs . . . . ' 2.07 AUTOMATIC CONTROLLER: A. Provi9:S type and size as noted on Drawings. 2.08 ELECTRICAL WIRING AND SERVICE: A. High Voltage: 1.· Electrical service to automatic controller shall be in accordance with Division 16 Sections. Pro\tide final hookup to eqt.iipment as a part of the Work of this section. B. Low Voltage: 1. Connections between ·controller and remote control valves shall be made with direct burial AWG-UF, 600 yolt wire, 14 gage or larger, insulation thickness 3/64-inch, utilizing !ow density high molecular weight polyethylene insulation; 2. Splices, where permitted, shall be waterproofed using Rainbird, SnapTite, Scotch-Lok No. 3576 Connectors, or fusible heat shrink tubing. • 3. Pilot wires shall be a different color for each contro!_ler,• Common wires shall be white with a dlfferent color stripe for each controller. Minimum size shall be No. 14·gage. PART 3 -EXECUTION 3.01 EXAMINATION: A. Before work commences, a conference shall be held with Landscape Architect regarding requirements of-the Work of this Sectiol"!. 1. Do not-install irrigation system when field obstructions, grade differences, or discrepancies in area dimensions exist that may not have been considered in the original design. 8. Examine surfaces for conditions that shall adversely affect execution, permanence and quality of Work. 1. Verify that grading has been completed and the Work of this Section can properly proceed. 2. Exercise care in excavating and working near existing utilities. Be responsible for existing utilities·antffor daniages to utilities Which are causeicl by Operation$ or' rieig'led'. Check existing utility-drawings for locations. -C. Notify Landscape Architect in writing of existing conditions that are not sh6wn, or that differ from those sh6wn on DraWing:s. • D. Do not proceed with Work until discrepancies are corrected or existing utilities are located. 3.02 PREPARATION: A. L:i:iy out·each· system using staking method as approved by landScape ·ArC:hiteC:t. '· Maintaifl and protect app~oved staking layout. Pipiilg 6r.e(juipm8nt sh.own diagi"siITlmatically on Di"awirigs outsld9 of pl<lnting areas shall be.installed inside Planting-areas whE!Tl.evEii:·P'OSsible. . . ' . . . . . . .,,.,,., .·. ',, ., B. Lay·out sprinkler heads and.i-nake -any min Or. adjustments requiied dlle t0cdifferEifl.ceS,between a6fu8f 'Site".cOhcliiio'n·s. and".thiit, br'awirlg~. MiTlQT; -~c:iNstci'teflfs:' s~a']fb"e·rna1~tai'ri~'(fv4l"H'ih:'thi(:· • original desiQri intent in oi'der to·-avoid cOnfilcl:S. b8twe8tf P18rifi'figla'l'i(fclfoh'it8Cl:(lrarfeatu"res'. • • a •. ",.-' • .'.:•.;:," ,._:, • • ,• C. Protection: Protect the installed wqrk.and materials ot 9therc f@tjeS.from damage-dUririg irr.il;i8'ti'Oii ·insta!!ciiion systel'nci'per.:itiOns, •• • • ·, • • • • • •• • . ' ' . '•' 3.03 JR:ENcfit~G'/~i~.Q. BACKf=lLl:l~G: . , _\ ... A. Ex~\/~·t'e_,tren;cti:~~Jh. stfaiQ~1'·u~es to" re(JLiired depths, Fci)lo~,~BprO.Ved layo-Lit_'f.oi". eaq_h:~Ystem . . Bo'ftcih"f :Ot)i'erfch:"sh'Slf tJettrat_ tO if!SU_re -l)ipiiiQ. iS;-~llppOi't~~-:~titiiitJ&ilS1y'Ori,tlh,eV.€:li::'Q'taae: • , ;,:,,J,\'_ ~-,' .. ;'_':):;',-,.·.·.:•.· ·-.: .. ,'.,:,,,\.' .. '.';:-,•",'· ... • -• -:.:,·~·•: ··,'···,c·,.:: .,, ;,;:·• .• ·,,·, B. PrdVidE! mihirriuiTI.coverage ·as·folf6ws: .. ,.. • ·:, • .. . 1. "{'fe"ssure Sul)pl Y lines: 1a. ir'ICh'eS. ... ~ ' • . . ' . 2. Nbh~presSurJ lines: 12 irit:hei. 3. ContrOI wire: 18 incties. Place unde~ p·ress\Jre>supply urles. ' . • ' C. Piovi'de not less than 4 iricties._clearance between each 'lil'le afld not less than 6 inches clearance • ~twl:ieri ·11neS:·o'f°OttiE!r tr8deS; ul'11e-Ss·Otherwi~'e ilOfod'iri 'de·tans·-on· Dt.iiv.iing. D. Protect materials to prevent intrusion of dirt and moisture. E. Test all systems.prior to backfilling. If the oryly piping installed is over 20 feet long, pressure testihQ fS ·reqUfrEid'fcii: that se"ction··at ttie tirTlti!·onnStallatiOh.: ··upon'cOnip!eticin· of.pipirig installation, the entire system stia!I be tested. • • F. Backfill' Material: ClE!an, fin•e granular material, free of roCks 8nd· debris . . . . G. Corri pact backfill with mechanical devices to. a dry density equal. to adjacent g~de, free of dips, depreissions, humps, or Other irregularitiEts. • 1. Compaction by truck or other vehicle is not permitted . . . . H. Under Paving: 1. Backfill with sand, one layer 6 inches below pipe and one layer 3 inct"tes above pipe, and Com'iia:Ct in layers to 95 percent comPacli()n using mech8nical tarT'lpinQ deViCCS. Set in place, cap, andyressure test piping under paving prior to installation ·of paVing Work.';' • • 2. ln_stall.:pipi!lg,under ~\f(tihg,Wal.ks. byjacking, boring;.or hydraulic d(ivihg. ::cutting or breaking,. ofSidE!w81kS or corici"eite· is ri'ot allo.\_'Ved without ArCt;iiect's approval.: No:hydl'aUliC driving wm tie permitted under conqr8te pavirig, 3.-Provide for a minimum cover of 18 inches b~!Ween top of pipe and· bbttom of aggregate base for .preSSt:ire and non-pressur.e piping instil1fea.,i.Jrider as phallic COncrete,paving. . " •. • ' . ' . ' 3.04 INSTALLATION: A. Plastic pipe and fittings shall be installed in ·accordance with manufacturer's instructions. B. In.Stall backflow assemblies in shrub areas at' minimum_ height permitted b}/' local code. C. Brass Pipe and Fittings: Assemble using Teflon tape applied'to ma!e threads only. D. Plastic Pipe and Threaded Fittings: Assemble using Teflon tape applied to male threads only. . . E. Galvanized Meta! Pipe and Fittings: Assemble using Teflon tape applied to male threads only. Coat below grade portions v,:ith 2 coats of protective coating. F. Quick Coupling Valves: Unless otherwise indicated, IOcate valves within 6 to 12 inches of nearest edge of hardscape. G. Check Valves and Anti-Drain Valve~: Install where required to prevent low-head drainage. H. Tre·e lrrigalors: Locate at each tree. Install-where required to prevent loW-head drainage. . ,, ' .. ' I. Backflow Prevention Unit and Automatic Cbntr'o!li:lrs: Verify location Witi'HiindScape Architect. histall)h a:cc6rdarice with ma·m'.rf8ctorer'S·;,;-Sfrucli0ns. • • , • Jc-Sprinl<ler'H~i-ads: 1. Shrub heads shall be installed as· noted on Drawings. • ·2. E1evaJe•fi.J11'h"e'ads·in laWn=-~·'rea'S to-a-trliriinillri1·0f·4 i"ricties above·grcide. 3. Install" heads ·along curbs, wa!ks, and pavifif! level-with grade iii lawn areas. 4·_ [™'er raised·neadS within 1 D da}'S -~ft:er. n0tificati6n by'the Owner. ·,,' . 5. Set -all hea~s perpendicular to finis~e:d grade, unless otti~r:wise directed by Landscape"Architect. K. Remote Ccirltiol va1Ves: Install va!ves·fri"S!'ll"Ub or g\'ound cover area~ wher(!ver p0$_~ib!e;_ 0:r WfiE!re -'ShOWn o"ri:"bffiwin'gS. When Qfbu'p9d lo'g'emet, ci!!OW at least 12 in6hes betweeh\i81Ves .. lnsta:I! eath c6ntrol valve in a sep::irate val\/e box. • • • 3.05 UTILITY SERVICES: A. Corineci lb ex ISiing waler oUUSt or gate v81ve at !odations:iridfcated on Draw/rigs ~iid -• mi.ke'·fTlinor-Ch8nges .in lociation riecessafy ·due tO adu81 siie· COni:litions aS Woi-k Of lliis Section. . . . 3.06 WIRING: • A. Place wiring in.the same trench and along the same routing as the prf!ssure supply lines, unless othe'~is~ approved. 1. Install Wiring ·6rior to main line whenever possible. 2. When more. tha~ one wire is placed in a tre~Ch, tape wires together ·at maximum 10 feet on centers. B. Provide a 12•illch expansion loop at each connection and directional change. Provide a sufficient ·length at each sr!ice to allow valve bonnet to be brought to the surfaGe without disconnection. C. Use a continuo~s wire between. controller and remote control valves. 1. Except as O_the"rwise approved, do not splice wire at any point. 2. Approved sp!i_ces shall be enclosed in a box. D. lf wires under paved areas cannot be continuous, splices shall be enclosed in an appTOved junction box. 3.07 VALVE BOXES: A. All Val~e bOxes shaU have installed 3/8" x 2 1/2" hex head bolt for ldC:king of box. B. Fill area under box with minimum of 1 cubic feet of 3/4-inch crushed ,gravel before box is insta!led. 3.08 FIELD QUALITY CONTROL: A. Contractor's Responsibility: 1. Notify LandScape Architect for the following reviews, with 48 hours minimum notice. a. Pressure supply line installation and testing. b. System layout. c. Automatic contro!!er installation. d. Control wire installation. e. Lateral li_ne and sprinkler head installation. f. Emitter tubing and emitter installation. g.·Cciverage tests Prior to J::illdScape p!a_n_ting. 2. Provid_e 7 days notice for Fina! Reyie_w. 3. Prciiijde "wallde-ta!kie'.' equipment alld/or Personnel to maintain COmmunication from review area:to autqmalic COritrcilfei"S. • 4. Pi'o.vide up-to-date:· Project Record Drawings at each review.·: a. In the __ event Contractor calls for a review without up--ta:-a"ate Project Record .. Drawings, - • -or:.wi½(!'Uf:PrEiP~rip"g t~e··SYStetn .for.inSpectibn, Contr~&_Q'tiSfi81t, be respoi\Sible for reimbursinQ,, ' ... ,,,., .. '' ·-,,.... .., ·, Landscape Ai'chltect·on an·hollrly-baSis for the incorrirefiierice;_· No furthet, reviews will be ' Sche'duled. u·ntil'this-ch'a:rge ·lia·s been ·paid. .-'•.::;.,::,"· • ._{ • . ···-· ' . ' ., '._,, . . '.: _,, _.,. . . ' B: Pressure-Jests:· ••• '· ':. • 1. oo·ri6{i~·~hii(~'rli0t~ ci:lntr.ol, vai,ies,. q·J_i~K c.ouplefS, Of. a~Y:~-~~~:~~lve asseinb.iy until •• teStitiQ;-Ofj:ites'su're-miiiri"lii"ieis·fs··COtn!)!6ied i:i:nd appr6~ecl:··0.,--.<·: ... :_·· , ·,::;,_ • • 2. qo._~;,~~~:~:kf!lLt~~nclies·,more than. n~_ce~safY until testiJ~'i ~~:·~~~ reviewed ;,iested, and approv~, · .. ,··'>.;·;,.,-:::-;:.' ,::,·"· . . . ; .. · .. • ... , ,. , • . ·., •.-.. <·'--::.,.:·s::,,:•.:-:,·;:__ -:,~·.. •·•.• 3,. P.~ov1<:1e.,eql.11pmen~ nece~_sary to:lest.systems,. 1ncll.Jd11:1g:fo(~·-pump. •• .< . · ·.·, ... ::· ,,,, .. ••:,\ ·,·,'.-,·· . ~ · • :·. •·,•,· .. , ···:·.". -;.· .• ••l,:,., ..• _.'.c' .·•,'. .·, 4-:. P~rlorfi1.:riyd_f!;i~tiWC tests; in p~-gnce:Cit"tlie'j\rcnite~t .• • _,:~~\::::::~'. '."•. • ·,-'\, .. .. :, • ;,:_;'. (,;. C \\:::' : _:,; , ·> .•.. • ;.: . . ._.:•:,,: ·;. :_.,>_<_.:;-:-· _ ·:\i' ..... \:~:.-:::·:, .'.,_\,,:-\\_C· __ •. ·,' ., .:-:_:. ,., • 5. ,:e~.f .ij~~s_s.~-Sl:'.-!-~uBJ:l!l, 11r~~---l!~~%f~Y~(g~~~.19;Br~·~tW~-:.cif;J?-%·~A';\'1<:l.s .per_ ~~~~-~,.ll"!~h-for a : R~r1.?,~t.t?!c:~i~8.1:'~f unt~{l-~'.~lti~~\~.~-;<;11.i:~~~~_'.~Y-'~~~~R!P.f ~1~ect-)ri'wnt1n~\\~::, • • , • , , '•i • ,.,,, _.,.,, l'-.'': , ·, .· . . . , : ;,,,: •• '· ,.,\,~a;';,1 : ;:-':·; "• • •" • • ;•, ~~-"'S:<.'sc\\ "" .,,,~~-;.-,, , ·.,.,.,, , C. S.Y,$tE!ri'i.:-E:J.U.S/lifiQ:· .'Atrer ·spi:inRleq~ipf:1 ·HnS:~ ahd:fiser's)l{Ef ih))?li3Cei":8rid connecteJl; :and Prior . t9)ij_~![a~~ti :,~f :"sjiii~k1ei:ihe.~~S:';ttl_tjf.o.UQ~,ly' fii.i_Sl:( i1l.~if tj~$\V{(fl:\){fU ( i :_ h°i!!ad Of water-:·.:: lrista 11 . :.'S!)'ii~~!~i:headS\:ifl'e'r.-'liri'eS'. nave:b'eEl(l':'flUSHed tO~he-·si3:tiSfa_cti,Orfofstn.e Architect..: '. '. • ' '~'-' ... ,:-'." . • • ,:-:·.-.,;·.:':<!,:' ,::'-' • D: ·coverag:·e·Tests:. • ' , ._>':=-:0::·1:· " '' :-: • -·: . -.. ,'._', :\';;,~ :}>·, :. ·, ' 1. PE:rfcirrhcoverage tests after sprinkler s}'stenlis cotrip!eted;:b_Ut:()~or to any planting, in the ·._.p·resenceofihe-ArChitect·. ·.,,::•-i/~'->j:•,'.,'._/'. , .· .. 2·. Test system to ensure that planting areas are watered·:8de{lu"atEl/Y and uniformly. 3. -Make neceSSaty adjustmellts, including realignment Of h~a;:·to·provide required coverage aS·dii'ectea ,by, La'nds.cap8.'Architect . ·=:i: • . . • •• • . ' ' . . ' . . . ' 4. If it 'is deterriliiled:that cov_er::ige ,can b·e improved by. a notire Ch~nge, make sucti changes, q~. a/raiige With the manUfabtui'e'i I◊' ha:ve such changes rr'iade/a's part of the w◊rk of this·secllon. Make'Cha·nges prior to any plantin•g.. • ' - 3.09 Cl:.EANING: A. Upon completion of the work, restore ground surfaces.to required elevations and.remove excess materials, debris and equipment from the sit'e to satisfaction of Landscape-f>.rchitecl. 3.10 DEMONSTRATION: A. Provide instruction to maintenance personnel in proper operation of equipment. END OF SECTION £:}:. 9-?.r:1.l"!~cJ: ti;,_ e_X,i~~-D.!l~le£1ri~.l sety!_c::~,-... M§!.k~_-fQinqr_ ~~?~es iJ1_l9_c~.!i_o11_§.S f.l?C_~:9_Sary d!J~JCI , ... ·--.. •-'·--...... _ ... ·-__ . act'Ual.-Si!e·COnditi ons as work of'thlS -SeciiOn. .. -. , ... --- ONSITE APPROVAL----~~~------ ·. '· .-,. •\{'..;!:}\'•\-,· •, .. :.,-,;:.'. . ' ; '• ·,'· ,. ' g, ,;OF . ' . ' : .; < ·-~ " . • 0 ' . ' • ' < ' ·, .• ' ''. ' .. ·'' ··,\ ':i "; <'• ' . . ' .. , .. •• -: i '.;, '; ;,, ' : • ' ' ,,: ,' SECTION 02900 LANDSCAPING PART 1 -GENERAL 1.01 S'UMMARY:· Ai-Section lntludes: :,,1. Soil preparation and.fertilization . .;-2. F:1lan!ing -o·perations. ·, 3.-La"ridscape· plan"tiiig materials. -~4 . .'lfn'p'orted topsoifiii.nd -planter mix. , :'5.:orBirlage materi8iS in containers. -·_·fl. Mair\tenance. Ek ProVide landscape plantings in the areas shown on brawihgs "'{ith plants in a ·t)e"aithy, vigoious gl'Ow!ng condition. ttelT\s not specifieally ShoWri in Drawings of s!)ecified, :6i.it normi:illy required to c6nfbim with such interit; are considered jfc:irt.dr the Wdrk. • ' . C.:;·lrr6!ude li;!bqr and equipment required to place, amend, a'nd fine grade the soil. lticlude the cost of fertilizer as specified. 1f the final soils analysis results in a change to the specifiEld 'amendments, a Ch8nge Order will i:iS issued. D: Related Sections; 1. Section 02810 -Irrigation Systems. 1.02.REFERENCES : A. American J.oint C_ommittee on Horticulture Nomenclature {AJCHN): 1. Standardized Plant Names, latest edition. El. American Assoclcitfbn of nurserymen, Inc. (AAN): 1. American Standard for Nursery Stock, latest edition. C. Standard Specifications for Public Works Construction. D. Agricu!turai ·code ofGalifomia. • 1.03 SUBMITTAL~.: A. ProdUc(D~ia:: Submit comptetejlists of materials pr~p"osed for use,-glving the manufac'Nfe"t's' name, catalog nuriiti'er, and catalog cu,t:for each ite!Tlwhere 8pplicab!e. . . ., ~ I · . B. SubstitutiO.ns: :Substitutions of plant materials will ridt_ be permitted; un!ess authorized by the landscaP~ ·ArClii!E!CI in writing. : •. = ·~·-~•. . ' 1. If any plahtspecified is not oDtainab!e, submit 8:written substitution request to the Architect during the bi~_9;~~~--P,~fJ?d-~ I! no su~_~\tY;~_ons _ai-:·n(!qu_~~-~~-;~n?. approv_~,1~~·~-~[;I bid?i_~~'.it i~ _t~e ?On~~ctor's responsrb1hty .to;obtam al! mate}:lals specified. lf:the_·.proiect 1s not,,completed-due_'to unavai!ab1hty of plant ri"iateriai\vithin the projElBt':COrltract schedul~_:"'. "The owner may:,fr)1))ose suc'ti 1:i'enalties as .. . .. ,._ ,, "" " . . . ldentifiedJh. tne·c·ontract agreei:mlht. • • • , ... · ;:'••,;•,,:_,, . ·-,,,, .... ,, . . ' . 2. sl)_tisfitUtidns· Of_ plant mate_ria.1S;will not be peTTJiitted unless authoii:Z~_by the;landscape Architect. . , .. ,;,,,.,,, .. _..,-" ' .,-.-1----, ·' ..... , ' ,. •--' '·-" c. se1ecli,bh'i TagQing and Orde'iJfi·1f PJant Material:"_-.·., ' --. --. . ... ,·, . •·- ·1. iiJb~i(~ recj~'est for insp~itf~n_and dOcum:e;tauOn to Landscape :A;rc:hft~ct- af l~-~~t~~i~Orit_h prior -to. ~t~~:01 landscape Pr<iiit)~,9 work th"!t pl~iJ.t -~~~~~f:r~s been ordered. 2. Pt_'a~tS>iHa"J! b~'subject to iH~-~Elctiqn and_·reje~6i{by LandS~pE!-:A·~~iiittil~t at p1:iiOO);if;Qrowth, -arid-after,-d.El1iVery, for cCimc>rftlifycto.thiS spiii!;i[fidati6h/:? :: .. _, .. , .. , .. -·" -.v,-•'"•~-..... , .. ,_ .. ,._. __ .. o. 1m·: -..,.\,rt·e .. :a·· ·,70· pso','1·. : ,, ... " . • ... __ -'._i. '.:-.-.-:' • ', '.,: -, • • -~,,,,,__.,-;:,... ...... 'i ,~, -~. •, -~-.-.... .-.'.·,",".,· .. ':·•, . 1 •. ··FUfulilf lh~·-i6Urc"e of imj)od'ii'a topsoil'tb ·the· A~hit~ct 'fc;r apf)fb_va'1 /idP~!Ff~•.-b1:f rhininiuffi '2i8~~i'iit -;·;.-.,,.,'.f•,/::/-0:'\:'· ·•:,:~\\'-C. • ·.-:,~,\· • ·\· ,.,-__ J ':_,y:;'.,:·-·,:i.':,'.:.-._... ;·:· '. 2. ·E,,~~!l]it{1~~-l:~Su)ts,-and s~ti_~dUle of reCommen9~d soil aniendiTieJrt:.a?ju~trn,-~·ntto • LandSMPEi--·Ari::hitect for reVieW. • .... ..,'-"•-'';:_, .• ·_, _-_,;,:-.:;>-_:,.:,;--:,. ·, --,~:_,,. ··, •. : .. _ ••. '· .. _c;.·,::·,· .- E. Ag·ronom1c:soi'iS;TeS! Repi:iiif An agronorriic s6i!_?1e:St and report will ~e Prci;Wded'.by the Owner unte&S riothll Otherwise. . -' .. • . ~; • • • • F. Certificates: .. ~-.. ,.::,.:·-. . ... ,,_ /· .. , '•:;,,' . 1. Sllbryiit certifica'tes for th'e •fdUowing items upor'f'delivery to the job site: a. Quantity of commerciclfertilizer and organic fertilizer. b. "Quantl_ty of soil amenditients. C. QUantify·ofseed. .:.'. d. a·Uantity of other soi!-8dditives per ag·ron·omlc soils test report, .'," '·, :i·. ', 2. Si:itin'lifvJritten certificate Of,hydroseeding. 3. SU~~it Certificate of Deli~~fy of container or bulk materials. 4. Submit written certificate ~![Soil balance. 5. SU_bmit written certification,Of quantity and qua!ity of plant, materials. G. P.~~\.l~~t"allation Conferencei_:}>rovide a written Prcije~ted p!a'i-ifinQ sC~edule noting the E!stini'iited·ccimpletion date,. number-Of working _d8}'s required, atid ·special coordi~"'oiifo_rr requirements. _. ; 1.04 QUAL:liY\A.ssi.JRANCE: . -.', A.-Pedotin:_-work in accordanc9:\¥ith a!I applicable laws, codes, and reg·ulations ' ' ...... ' ' . . ... !'equ\rei9_ b}' authorities having_:jl!risdictibn over such work and providE(for'al! inspectl6Tl~:8nd permits requil'~-~ by authorities in furnishing, transpcirting, and installing materials. B. T~t -~_6ii Sample after gradi1~ operations are complete, at subcontractor's expense. ,.. .,_ . • . C. Ma:tel'ialS.shaU-cOnform-tolt/e requirements of this Section and to·S'ection 212 of the St8~dard Specifications,,\Vtiichever is more strintjent 1.05 oE.uVE'.Rv, -STORA.GE, ANriitkANDLING: A. t,J 8ndling Plants: HandiEl~~!ants in a manner to avoid •any dama9.e. to the plant. Protect.plants from sun or d'rying winds. Plants that cannot be.plantEld imrriediately on delivery shall be kept in;the shade, we!! protected, 8nd adequate'JY watered. \~ : ,0 B. Furnish a Certificate of Delivery slip with each delivery of material in containers or in bulk. Certlfiep.te shall State source, (Juantity, or weight, type and analysis, ~nd date of delivery. 1.06 PROJECT:COND1TIONS: A. Prior tO-excavation for planting or placing of stakes , locate utilities; electric cables, conduits, sprinkler lin~~' heads, valves, and valve control wires' so that proper pre·cautions_ may be ta~Elri not to damage such if!lproyements. In the event of a conflict between such-!ineSi·:a'nd planf locations, prdri1J)llY notify the landscape Architecho arrahge f6r reloca:iion of one or-the other. Failure to follow thi~ . proci:eii:!ur"e:· pl8ceSJ h_e· respon'iibl_lity-ori it;-e:contractor fotinakirig . repSifs··at his ex~~nSe-fOr dariiaiiS, resumri~}rbm :Wdrlftiereunder. ••• _ • • •. , ·:•-,.-. ·"•': ;;•~,:-, ., \>' ·'.:•'• ,-,, ' B. Notify LandscaPe-Architect'i~-wri!ing,"of: Soil or drainage ·conditions· encountered dui'/rig,pfanting ·oPEli'alions wh°i'Cti ar"e·detfir'nental to growih:·of'plant material: 1.07 wA~RANTY: , -' , .. •• 0 • • .. , .._ A. Plant Material : 1. Pl8nt materi~ls furnishei'd or reloc31ed under this Section shall be·warranted unconditionally Per thiS COhtract. . -.. 2-. Plcint materi8!'.S:hall be 'gU"aranteeii:rto live.and groW in a healthy• condition for ·the above pe·rrods, comm·ehcirig 'Wifh.c'the acceptancEl>Of the work at th'e-COnc!usion of the maintSria'l'lce. Deai:i•Or obViQi:iSI}' unhealthy ~'aterials sha'll be feplaced without de1a'y>the opiniOn'Of'th_Eil'i.:Sndscape Archit.eci:-Vvi'II be final in'de"temiinlng . ,.,, ... ' .. · .. --_;. ,· .. ,,-,-plant matenal to be replaced due!"to =an unhealthy cond1t1on. 3. Upon re~~i·of writte~ iiotfc_e-}~~--Owner of the'd~~tn ·of any Warranted Plant hiateri2!S during the_:Wai-rirj_fyjieriod, the sutij~p_(_piarit ·materials sfi811 be promplly:"rlii)/"aced with ·the S8ir(1f'Species originiil(y,'p!aiited; and·of a -size closelyJ:1;p·proXimating:fuS •SiZeidfthe:piant-if n'cimielrgrow'th·had .. • ·-,--··, - occurr?d siri_69 .the original plaQtrhg'.: .'R~p!acements: S~~"tl be subject to the requirements,O(this SpecilicatiOn.'-:__ • ._. ·,:-,,, : . . ·.: 4. When plalits:are replaced, ad'lisei-the Owner in writing, of the necessary . ,.,,.. .. •·"~ •,.•, estatilishment·rriaintenance whicb'TflUSt be performed: . l\' .• - . 5, R_~placefllE!l'i(~_~a.11·,cont!nue,to'. be-1T1ade· until each-:p_\arit has succesSfu!ly established it's.~it,fcjdhe required ·g~·aranty pElriod. PART 2-PRODUCTS 2.01 MANUFACTURERS: A. Design of soil amendments and fertilizers is based on products 'identified in the drawings. B. Materials shall be the product of one manufacturer and shall be eithet th·e olieS upon which the design is based or the products of a manufacturer accepted in advance. 2.02 MATERIALS: A. Imported Topsoil; 1. Provide natural, fertile, friable soil free from stones, noxious seeds, weed, roots, subsoil or other material detrimental to normal plant growth : 2. Obtain imported topsoil fr.om local sources acceptable to LandscapeArchitect. 3. Silt plus_clay content of soil shall not exceed 15 perc_ent by weight with a minimum 95 percent passing a 2.0 millimeter sieve. 4. Samples of the import soil shall be submitted lo the soils testing laboratory for analysis, interpretation, and recommendations prior to blending or backfilling. B. Fertilizer/Soil Conditioner: 1. Provide commercial fertilizer, uniform in composition, free-flowing, suitable for application with approved equipment, and delivered to site in unopened containers, each fully labeled according to applicable fertilizer taws, and bearing the name or mark of the maJ'.IUfacturer, Gro-Power Plus, or equal. 2. Provide as indicated on Drawings. C. Organic Soil Amendment: Provide organic soil amendments in accordance with planting plan notes on Drawings. D. Pre-planting Herbicide: Round-Up or equal. E . .Pre-Emergent Weed Control; Shall not be used on this project. . . . F. Mulch: Do-ub!e_ grind recycled-fully composted green waste 8s manufactured-by Aguinaga Feti_il_iz:Ei'r.'Cori)pciliY, lnC., Irvine, CA (949) 186-9558: Size as indicate.iron drawings. G._ Peat-MoSs:_ sp_ag!'n.im peat moss, Canadia'n or European va~ety, free from alkali. H. Soil Sulftii-: Fi~((lu_ality COmniercial grade." . . I. Ferrous Iron Su_lfate: Firstquality commercial grade. . ' . • J. Agricultural GypSum::F.:_i~t:qua!ity.co~merciat grade. K. Ca!ci~m ·Catti~~~fi Lfhi~::•Fi~·t qu~lity. co~mei"ci~I :grade. ·.-.--··-·····. ,' L. Root Hormone~ Su'P.~f-Tlirive. -. ' ·.,· ,•;.'-: .. •" M. Backfill.mix.for gei:iera1,~se:sha·11 be_ in,apc_ordaric•E!:With_ the planting plan notes-on .the·Drawiogs. . ·. ·, '"'._"::·'•,•,-... _ ... ,·-_.,,_',_".':·•;·:·:•_"::-·_-: ,,,:--.,. . . • . N. Excess· soil. shall. be r'emo:Ved:or,rediStribU.t8d. bti_fOfe.,aPplitatioh_;of:ferlili;,:er. Where soil. iS to be replaced ~'y J)li:irits; allOW~ncii: Sljati)e.-rri8dE!c ScHti::if w~Ein .. .. . ... ' '". " .... ' ...... finish ·grading has begun, there shall be lio deficien<::Yin,-the ·speCified_depth 'i:1f,mulched planting beds. 2:os:PLA.N:f:M~TER1Als: ', \ • -·--."-:, • :· ...... -• , • · <·-,: ' • . -~~:id'~hlffi~;r,b~r 1?1antin8~iial Shall be_ true tO' type· aiid nome'nCiatUre ii'l·8cc6fcla"nc~ Wit!l/AJ.cfiriJ:'.sta]:il::lai:d1Zed'R18.ht.Names;.:arid :each bi.iridte. or 'pla'rit Shall be • • • - "pfupi rlYiiCientifi~cf. WittidUf ii bl~: i~ibi'e;1aiie1s~ ' -· -, i ·,'-,":,· ·.:;;-'\\'~1;:Y ,",c':'.'.i'i,~c':· ... :,;<;;--,:·.: .. ,_:;-.'A' .\-:,: .. :·i_;~ _.;,_.,;,q,\·i.'.~-_ . >-__ ,; . .-, , · _ s ::o·ua1ity;·a11C(Sizel-'0:f:RISritsfJriiaeciifcl8ri•Ce:Wltti· ri.il® 8h'd grading of AAN Afriefican:Stal'(a'aitf:furi:·ij\ir;S"eiy:$_tock',"8Fi~ihlfshOwiilOi"dhe. biaWinQS'; -. • ,,::,,-:,;·•.'; ,,., '•,· S,: ;_•·,c, •. ,,,,., ',.\ ... , ~-.-, . '. . • ,' • , _ _,r., .. ,-, ",.,, , • . . . . 1 :-Trei~}-i _fiiO'i:l_srJlri '~si.'·ap~\}td\JAH,ctj~\e.¥'.~Wa.r[:_tj_~v~:a. riofii1a1· .hi:lbit-of g(owth and shall,.b·e: so"L,rld, ti'e.iilth'y.; viQorOUS;. ~iid, free 'fr'O'in JOs9ct ihfeSta'tions. .. ,' . . . ' . ' . . ., ' ' 2. Plants that meet the me:0.suremeniis"speCifjed, bllf'do not possess a norinal COnfi~Ur'atioli· or·balance of height and spre'ad, Will 'he· rejected .. ,-: _,,_;-. ' "•,' ~ . -' . •, ., '\ ' .. '' ,· .. , ', • ·... ' .• 3.-Tre;es and shr'utis'·shairh~ve been growrl"iii container's of thi:i Size Stated on Drawings, and shall have sufficient roots to'hold the root ball together after· rernOval from c6nt8iners Without beinQ rootbound. 4. T~~e1• Wii1;b'e),traight arid'. Of.-unifOrih:Sh~i;,e:.W\ttiqUi damaged, crooked, or muliiP,IEl' fe:iidel's. Tre·es with ab1"8Sioi,s offh'e'f,8.rk/Sunscald, disfiguring knOtS('Or'-freSh:CUts of limbs oVer 1/2-ii'lch:Wh!Ch 't'i'aVesfiot been Pruned and Pclih~e"d Or completely callused, will be tej€!CI.Eii;I':_:.. • 5 .. Ground cover plants·shaU be grown -in flats. or. as indi~ted on_ the DraWitiQi. FlatQrbWh plants (rcioti:id ctittin"gs) sha"n "rei'nain ih oriQinal fl8ts until transp.18nting. Soil shall contain sufficient moistUre·so that ii will not fall apart when lifting the plants. 2.04 ACCESSORIES: A. Tree Staking shall be as indicated on Drawings. 8. Ties shail be as directed·on Drawings . C .. Guyi_ng materials for on~giade planting shall_ be as indicated on Drawings. 2.05 SOURCE QUALITY c6Ni'ROL: A. Agronomic Soil$ Testing: 1. Sol!S Agronomy test shall be obta_inei:I bl/' the ow_ner at the owner's di~cre~dn for th~. purposes" of.establ!Shing soil amenclmenf~:cheduf~ for' bid purposes. Sl.lb'setjuent sOi!s 8ria1Yses or arialyses of organic amenclrhents, p!ante('sOi!s, or mu!Ches shall be ·paid by the ccintractor but processed through the LandScape Arc.hiteCt. (i.e. Provide samples to the Landscape Architect for submittal to ap_proved laboratory.) 2. Take 2 samples of site sol! at a depth of 6 to 12 inches, within proposed planting areas, 8fte"r completion of grading and prior to weed control and soil preparation. 3. Take salTlples to an agronomic soils testing laboratory registered by the State of California and accepta~!E! to the Architect for soil evaluation. 4. Request testing for fertility and sui~bi!ity•aoalysis with written recommendations for soilatnendITlefit,. fE!rtiHZEii' and chemical conditioners, application rates fur soil preparation, p!aTlting backfill mix, hydrospray, and post-maintenance ·fertilization programs. 5. Soils report recommendations shall take precedence over the amendment and fertilizer app1iCati6n Tate's specified in this Section. B. Testiri.g tabpi"ii:tory. l>:t'v;i.U-be. Wal!ace'Labs 365"Coral. Circ!e El S%JU"ndo,''Ck9,0245;.3J0i615-011"6. Tests·shall be·paid f6r'by the Contracior 'El~i::'ElPfthe:· illitial ,testing.provided in the bid specification package. C. Unless noted· ottiel'.Wise in the. "General Planting Notes" the owner shall furnish all initia'i' s011ta'rt::i'1YSl~'Of 0xiSting On~site soi( Th"eni sti::ili be sanip1\'llg areas· • located thro·ugho"ut th~ ·site as selected by landscape Architect. Take 2 core samples at ea"9h_ samPling area. Suitabllity al_ld:ferti!ify analyses with cqniments and recorrlmenclationS shall be provided· for eB.ch s8riipte. 1. Subrhit testing laboratory's interpi-E!tation, recommendations, and comments 'to· Lai'idscape Architect wittiin 14 days clfter tile completion of rough grading. D. Furnish a soils analysis of import soil, lightweight soil mix, special soils . mixes, arid organic amendments prior to backfill. Submit 2 quarts of fin~ s8hd_ and 2 quarts of fully composted org8nic amendmerit/soils conditioner derived from fir or redwood for ·organic and particle size analyses. Do no't mix. Submit 1 qu_art of required organic amendment fo"r organic analysis. .. • 1. Submit soil testing laboratory's findi~gs to Architect within 5 days prior.to baqkfilling. E. Soil testing shall be conducted for organic suitability after completion of planting • in·the soil preparation and backfill mix areas. Submit to the testing laboratory the origii:i.al:a·mendment specification with previously issued bulletins foi" soi! amendments a~d_j~S~a~ation:procedure. P!"Ovide 3 random samples ~f planting ~oil for analysis. Fertility 8n-.i!yS_es, recd1Tlmenc:18ti_ons: and interpretations shall be·fumished by the testiiig ·1abora1ory tb ensure a11 sp'ecified amendments made have been provided. . . F. lightweight sbil mix shall:be sampled after mixing and delivery to the site, .but prior to fillirig planters. SLibmit the oriQinal-lightweight.soil ·specification to the testing laboratory with previous bulletins for lightweight soi! mix. Provide 1 quart of liQhtwefrjht s·Oif· inix ·for ev8fy 65··cubit y8rcts for or'gairn:i and· fertility an·a"1yses .• Fertility analysis, recommendations and interpretations shall be furnished by the testing labor'atory io erist.ire aH specified amendments made have been provided. G. Samples of riiaterials, including fertilizers, soil conditioners, p!:irnts, and other specified materials, shall be submitted for inspection and testing at the discretion of landscape Architect. Delivery may begin upon approval of samples. H. Sari1ples of the native soil shall be submitted if requested to the soils te~ting laboratory after rough grading and prior to soil preparation. On receipt of a soils analysis and recommendation, a Change Order to the Contract will be issued only if revision to soil treatment fs recommended by-the Landscape Arthitect. • PART 3 ~ EXECUTION 3.01 EXAMINATION: A. VeirtfiC:a"tion Of Conditions: ·Inspect and accept the condition ofttie site relative to this• S'ectlori_-6i:ifore co'mmencillg Work. If not accepfable, notify the-.Owner in Wijtiilg: • ~~•-p't'oce8d'friQ Witfi ttie Work of'this Se6tion; the Cohtraclor•iridicates his acceptance of pr~v10us-re1ated work. B, lanascapS work s_han-·not begin until construction· adjacent to ·planting areas has been· completed · and irrig·ation systems haVe been installe"d and appi'oved by Lan·ds:caJ)e:Ardiifeel:." . • _ • • . • • ' ' . ', ' . ·.' " ·,. 3.02 PREPA'RAT10N: • . ·-. A. Protection: 1; PrOvide• necessary safeguards and exercise caution against injury or . defaceiment of.existing' site.improveinBnts. 2. Be responsible for any damage resulting froril 18nclsca-pe plariting operations. Repair dainage and return the area. to the previous coiicliti6n at riO cost to thE!. Owner: • ,,, .. 3.□3 wEED:.cONTRCiL ... ' .... . ·-A:_-.Appiy', pr~\~l~r_ling,~erbic!d~. to visibl~ ~eeds, before ar,d after soil pla~me'nt. . .--~:'!P}~~~-~i~hl\Ve·ea ,-co·ntroi\-li"fii'nEld\8tery aftef'.J?i8ritin·g}iPP!i prierri~~en~ weea .. cbntrormatefia1s: to ·P1ante•d:·a·reas:\!,'ti'fc'h *nJ:ribt' tiS.-see_d'eiL -.. -• c·. Protect eX;;ti~~,.pla~ts,fi'o!T) ~a:mag·~: ;_ , . , .,:.-:·::-{t , , ·-:·:_.,, -·: ' , _ ._ D. After appli~fiOh of weed killer, befor"e ~nd during,pfeirilincii'y a'rid 'fii,l;h gia'dingr . ._..,. __ , .,, .. • .. ,, .• .. ·-,•·-:·.· ·-.-,· .. -:-·,:•,';;c·,-:,-.•cc,-;,,,,.,\'•·'''•':·, •. "· rem am mg weed -and_ grasses-shall be i:lug out by the rqots ~iid-dl.sposed. ofoff-'Slte. weeds·and-Qrasse"s.:n~t-cifthe perennial. type,: lesS than~2~1 /i-ihChes·higfi a'nif not b~arii,g .seed" ·~ay;_l:ie.,.turned. und~r: . Pe_rennial .weeds: and. Qra"s&eS fo be removed incluae; ·biit-~re· iiot liinited.-to the tollO\oVJi'ig: • " • 1. Nut Grass. 2. Alfalfa ; 3. st: Augustine. 4. Puncture Vine. 5 .. Kikuya· Grass. 6. Mustard Filant. 7. Johrison Grass. 8. Wirewood. 9. Morning Glory. 10 .. Spurge. 11. ·B;erniuda .Grass 12-.. CheE!se Weed 13_. Corf1mon Rye Grass 3.04 SOIL PREPARATION: A. CroSs0 rip on grade planting areas to a depth of 10 to 12 inches in two direction~ of !ess-thari -3:t Slopes· unless otherwise noted in the·"Genera! Plantin-g Notes:··· • . . . ' B. Broadcast the organic soil amendments. uniformly over surface of the area to be treated. Rototill the top 6 inches of planting areas to eV8nly diStribute the ameridments and conditioners into the soil unleSs otherwise n'oted in the "General·Plantitig Notes." C. Moisture. content: The soil shall not be worked when the moisture content is so great that excessive conipaction will occur, not when it is so dry that dust will form in the air. Water shall be applied, if necessary, to provide ideal moisture conditions. 3.05 PLANTING OPERATIONS: A. Finish Grading: Prior to_ commencement of planting operations, complete finish grading. 1 .. When preliminary-grading, including-weeding and fertilizing has been completed and the· soil has .dried.sufficiently to be readily worked, Planting areas shall be gi"cided-to uniform:reveis or slopes at a minimum of-2 percent. Minor adj1,1stments to fi·nish grades shall be made in the direction of the water. Low spots and pOckets shali be graded to drain prope·r1y. Finish grade of planting areas sh811 be one inch below graded to drain properly.· Finish grade of planting ar_~as shall be one incl"! below grade of adjacent pavement. Gradihg s~811 be done when soil is at Optimum nioisture content for working. Planting areaS·Shall be scarified to a depth of 3 inches belOw giade prior to piaCirig-le_rtt1iz'e·rs. Rock·and debris-more than 2 lnCheS in-dlariieter sh8!1·be remov90:from ·the site. B. G_erier81:.-Prior to insta,llation of irrigation system specimen trees shall be located as direCted'by-Landsca·pe ArChiteCt. .. •'•• -• ,, ,. . ' . 1. Preparation of Lawn _ beds: .At the tir'ne of planting, lawn bed shall be raked ·lig'titly. to an even surface; removing any deleterious materials, Care Shall bi:d8ken not ·to chahge the-drain.age ·pattern. the 1awn bed shall be inSpedea ·by the· Landscape ArchiteCt to deiermine sult'abJ!ity for planting prior to see·ding. The Contractor shan: obtain-such ,approv81· before weeding. :2: Watering: lmrriediatety. after planting, seeded areas shall be watered with a fine ··spl"ay. ·care being ·taken ·10 aVOid eidsiOr\, and·tne: P1iilltea·8reaS -Kept moist un"til the seed has germinated arid the plants have be!COme established. 3: Wateri~g BaSins: cdn~fruct a firmly comp;cted mOund ~f soil a~und each.tree afld _pia·nt:to_.fomi a watering,basin_ at the' e"di:le'. of,"arl·d fo!fOwing, th'e· shap·e of thEl P.lalitlng pit a_rea. ·Mounds_ for trE!es; arid fm_v.inElS from 5 Q8noiis ofla~Qer. Containers. shall be :ii't-Jeasl 2 incheS high. E:xdav'ated earth, if cap8ble Of reta"iiiing _watE:ir, niay Qe ·used. RE!fiilany. setlremeht. .. • .. -waterirl"gttaSiriS-'s~·arr"fie, ·remove a wnen :requ·e·s1etrb:;tta'r1asca1:'i9-ATCmtecrcut no'1ater th~li-the COinpl"etioii of warranty period. ' C. Plant Pits'. Trees and shrubs shall be installe_d in round pits with vertical sides, a witjth equal to twice the diameter, and a depth-equal to the heighh;ifthe root.ball or container unles·s indict'ited otherv;rise in tffe 'drawings. Sides aiid bottom of plant pits Shall tie scarified. • D. S~tting Container and ~arger Plants: 1. Plants shall be·centered and set on the appropriate native soi! that has been·pudd!ed and settled. 2. Plants shall be Set with thEl top of root baJ1· level , 3 inches for trees and 2 inches for shrubs, above finish grade and rotated to give thetiest appearance in relationship -to adjacent Structures or surroundings. 3._ Use appropriate bac~ll miX to continue-filling plant pits. Set plant plumb 8nd brace rigidly in position until backfill iTliX h,:IS b13en tamped _sO!idly around rootball . When 3/4 of the pit-is ba6kfilled-,-water thoroughly, saturating the rootball. Continue filling piffo finish !}rade with backfill mix. 4. When the plant pit is filled, form sauce~_ ~e_rm around plants with the berm pr!or to dressing. 5. Apply root hormone at the rate recommended by the manufacturer. Tree balls shall be set before application of root hormone, and shall be mulched iinm.ediately after application of root honnone into the root ball. 6. Water plants immediately after planting. E. Provide on-site or approved imported top soil as necessary'for raised planters and bring soil up to required finish grades. F. Staking and Guying: Immediately after planting, stake 5 gallon, 15 gallon and 24-inch box trees. Guy larger trees as detailed· on the Drawings unless directed otherwise by landscape_archilect. G. Mulching: Spread mulch 2 inches thick in all areas unless specified othet'Wise on drawings. 3.06 GROUND COVER: A. ln~tiill !)!ant material in moist soil·in the areas and at 11:11:r s~·Cings indicat~ on the Dra~in"gs;.'in ne8rr6w, insuring :compiete coverage of plailtiri9:are:as, includlr\j' uncfer-and arouiid trees a·nd shttitiS .. 'S.pacings shoWn in-th'e)::ilaflt !ist Or on-the Drawings are·fri~_ngu!ar spaciriQ, uri!ess otherwise noted. ' ,-_ ~-.• • • • B. Instill-ground Cover rooted cuttings, pots, or flats after mt.i!6hii1Q. . . 3.07 FIElD.:C!UALITY'CONTROL: ,v, \',•, " A. Gen"er'al; Notify Arc;hi!ect at least 24 hours in advance WhElii·reques{ing on~site reviews: B. Sc~-~~~~~-!o~ O~:Site-~eviews ; ';~; _:-_-. • • •• 1-.·P_l"(?~jo_b_conf?rence. :,,_. __ . ' .·, .. -,;,----· ... ,,•'' ... ,,,.,,,-•, 2.-.A_(~):npleji◊-n. ot fii'lish grading. 3c _Aftj)mp!etion ·of rotO--tllling. . . ·;_,:;.~----·,· . : .. -·. ,. ' ·-' .. -~/·~~:~.~!11P!~_t_i~~-_Of: fili~~g~di~9-.:}~0\:, .-:;> 5/f".fi_~-~!l~~!ti9t p1~nt_:_1Jiater18_1_s_. .. . . ---.... ,, ..... _.;,_. . _ __ . . = , ' ' : .,,,,;,,;·:,:·,-:.-.. ,, ...... -:,, " ... ', -. ;:.;:•"""'' ,,, _ _. ·'.''-.• _.. . Ei::,t,.'tPl"aht:18Yi:ili_t.priOr;to excava,ting: pits. Use 48" ta(Fi:'{li1:f;tbdge POies to ldc'ate trees for review,:·.·. . . .. .;:E?Sirit\fupi Of ~QJEflri.;dil'fe·re;nt'iCOiOl'SlfOt,;different s()"ecie'5f M8'rk:.SiZ'e'iind typ'e" Oftree. . ·-'\: , ' ... , ......... ,,,;e.,,, .. ,._ .... ',•-,·,,-,-,:••.,"v .,,.,., .. ,, .. ,,,, ·"'··'' ,, • ,, .... ,,,\_,,,,,,~· .... ,, ..... -.,. ·.·:•·, . -• '.' •. '.f SAff~},p·i~hti~Q'!i;lij\bitEi 1;:~~i,:·t;c;aJ~ie _ :-\,::=_,,_,,;:,,,~:·:_:,:it: • : .\= ,, ··:= .-_., .;--:,, .: --. :· .. • -• .. _ · . . , : · :::-::-r ·,:-..\:s'~~: _ . • 3:•AftEffifll,tla1 )p_1a:nurig,.operat10il's\. (One_ tree•With eacn;typ~<ofspecified ,': • ·:staKinQ'Sti'31tbe":~'Jppro_Ye'dt'i,jlOF.:tQ p1E1riting cif tree·s:) '.'-.\\{~..:':::~;_\" . •• ·,:, ,_; ___ . -_,. ·-:;-·i_s,,:::_·:-.--::--.:·-'_-· .. • . _ • -: • -_:_'';\;".'--:.;c,\i:· .. ' • .:•,,-. R .After p!aCerheht.of.di"Sina:ge·course; but prior to p!clcementOllightweiQht soil· mix. :,\ • . . ' . . •. : :::,;;.':,',:·.;_,~·,' . ' -:\·-c. Pre-maintenanCe -Review: . ;;,:\,:·\\Ci:. • •·:f;\ . ' ' • . . ,;;~_ .. ,,.··,t;'. 1. -Artlje> ci:imi?l~tiOt'J Of: landscape-planting_ cipE:lra'tionS,c!l):}fi?!;J9.(to·the beginnflig -. of the formal maintenance period, the Pre-maintenan6e-/!:iyi~W shall be held. 2. Re_quest·on-~ite· revieW of Landscape Architect five ...:.b~h~]~ays prior. to the.com~l~f\or Qf,)ydr~;.!? . .O:~der tt)~\ a mutually' agreeaQ.lf~Ji_~/or review may_ b,e arranged. i At :the;.ume··of revieW; ffie'•area·s-under. the Contract--sh'~/i;ti~::iree of weeds, ae~ct-'1faV~ ?.~,d--i~Sh; ·neau1:t:·u11lvated and raked. stat~/9LIYs and plant basins-Shall bEi in Qoo"d ord.e'r. .-,':-~':.=-, . . '.·. ''. . . 4. If, after the_.l?T~~-i:naintenance-r_eview, landscape Archii¢6t1~i'.of the opinion thalftiEl-WOTkhaS bElein· Perfoi-mecl ih accordance with thii:Di'aWirigs and Specifications, written notice o{j:ir'eliminalY acceptance wm:be•Qiven. This report will Tlote-8.ny items-Wfirch must be corrected, 8.r.rcf State the date of commencenient ahd· cotnplet]On-of the formal mainten8.[li::e·j:ieriod. 0. Final Review: Perform Final Review in accordance with Section 02970 ~ landscape Maintenance, at completion of Establishment and Maintenance periods. 3.10 CLEANING: A. _KeejYal1°a:reaS ofthe·:Work clean, ne8fand orde·rlYat a!l'-times during the period of CO'ntraCt. Clean coilsli"uctiOn aieas at the end of.each day. 3.11 PROTECTION: A. Protect a~~as susceptib!e.ti:f traffic,: by erecting barricades)mmediately after planting. Mi3ii'itain pr6t~cti0n ·as;re·tjliired .. END OF SECTION " ... :·,. ' .. ,, -,,,, \ ., ' . " •i ' ., ., ...... · . ' ., ' ' ' ' " ' ' • . '·'·' ; ,_,;, -------1' 'LJ151 ,. .., ' ' . . . ' • SP!/ARE '90TIN9 SmeoL ~-$- ,,-LIGHT POU: PER Sfllc Ul,HllNG PW,S £ia."ANsrON JOINT. Tl?. SEE.'I.ANllSCA!'lc ARCH1ERJRA.I. '/Xl-CllON PUNS. CONCRETii: J'Oo)lf!G, USE 6000 psi CONCRm. 90,:, RELATJ\'E COMPACTID SUSGAAOE. :-----6 -#4 \/Ef!11C"-l l!ARS --IJ llES AT&" O.C. CONCRETE FOOllNG '· l(filll,; . 1, VfI<F'f, IJi O!;TIILS l'olllt SIIWCl\llW. f\AAS NlO CAlCUl..l.'ll(:!IS c. , .. ,.PfilOO ,lO m.J(;H'-lll ·,lll!l SI/IIT,Of':lllSTJ,U).TICt! .. " . . l'. R!f; TI! M CITY Cf'·lal'C!lr BE'ACfi SfAADA'lll Sll)-'204-L • Fm lltE R£00ll1!0 IMSIA!.1).1100 N©' 1.0CAllOO INSTRIJCllOliS Cf' lltE POI£ LIGHT f1XllJRlc ,im fLIU.BOX. J. RB!R 10 cm or !«lll'Oi'IT B£ACli SJD-205-L. LIG>IT POU: PER SITE UGHlltlG Pl.ANS (4) 3/4" DIA.'d. • 24" GALVANIZED OISEODm ROOS ON 22" O.C. BOt.T CIRCLE. CONDUIT AS REQUIREO BY CNS $11)-204--l 6 -j4 1/eRTICAl BARS_,,, /P 'llES AT B" O.C. ~"m {3) TIES @ 4• 0.C. AT TOP CONCRETE FOOTING, USE 6000 p,; CONCRm. 9DJ; HELAll\/( COl,IPAClEO SUBGRAOE. ANI~ GAAO~ (\;111:R( OCCURS) SYMBOL"" :-----s -ti \/Ef!ilCAl BMS ~"":'. IJ TIES AT 8" 0.C. RQllt/P fOQTIN(l CON~IB FOOTING REFER TO CITY OF NEWPORT BEACH STD-206-L S'IMBOL ~ ~ ·m"r1MmNo Pl"' 00 aiooi 1JG!li sr1ifflimf 1. ;._i, ~JT-_Sl!m II( ·1.'1/4;, D'..I. P,v.e."~:40, ~ S1'ECIFl!ll 01ll00il:;t. m: PW!. -l~~~~rtl:~~;::::~:c~-mRO~EOO~ g:ERE OC,:UllS) f f f 2' r--1 1/4" ~ Pit: cooriurr S'IMBOl -0 OS!:l ~ ,..;,. :l---1/l'•f Pill ooi OR P\lE-.<PPRO® 00\ll<I. llJIIIMLll,I (!URl/1)_ D-~lli \8" A);!) PIil NEC 300-5' \_ ______ __\_ 1 1/4" COOOLIJT PD! l'lAA. "NOTE: All EXTERIOR PUll 80>:ES SHALL BE STAJ<EO 'pRIQR TO INSTAfLATION PER PLANS. 1HESE LOCATIONS SHALL SE APPRO\® BY 1HE LANDSCAPE ARClilTECT PRIOR TO INSTAU.ATION. ANY f'ULL BOXES lHAT AAE NOT !NSTAIJ.ID PER PLANS AND lANOSCAPE ARCHITECT APPROVALS SHALL BE RELOCATED AT 1llE D!RECTI\IE OF iHE LANDSCAPE ARC!!HECT AT lHE CONTRACTOR'S EXP~NSE, • (REF. C11Y Of NE'fflll!T B('J,Q! sri.'llW!D sro--20w) • II i ·1 ll- 1!-111211 =111=111= -1 11-11 _11 -111- 11 ill-II j!)-111= 111 11 cl\l I 11' lill"'I =1·=1 11-111--ii l=II ll!IS OIT/.11. Pa!IAl!IS TD /Ji OOIIOIJCIQR5 IN ~ INSTAUID Ill EmR\00 LOCATIONS • •---Mll,1lllJM !IIJRL'J. 00'™ P01 NEC J00-5·.<S ~ POl<fR' CWOIJ!lS 1i1 Ull[ISCAPE·~. !8" P(ll,l'R'. coilooil'.i IRl1l<I! S111£E'1,! l!O.IDS; • .lllrYS !IRIV<l\'AlS NIil PAAl<i/G LOTS ~.:U- El..!'CTRICAL COOOUIT(S) '_. .. . ' SQUARE FOOTING POL:E DETAIL EB ROUND FOOTING POLE DETAIL EB ELECTRICAL PEDESTAL INSTALLATION EB fYPICAL CITY PULL BOX DETAIL EB UNDERGROUND TRENCH DET~IL 8 .. ·. ' SB-185S .; '.8ta~V:,i~!;:,,,,."""" • 1001ssts\il,;,;:$ul,.J .,-.-s.,., __ • U\. Li:«d . • NSwli#Es'fiRat<d • n---~&;<- • ~=-~IS<I - • 1.AJgO~Sl<:<age • 1.0<.,..-ed f'oi'.W.:,i131'.on ENCLOSURE - . , ... : ' . ,• ... ., " T j) ., \'· -(2) Gf1 OUl\U· .: -··, .. ,, ,, \ ,-(1) OATA (sC!)ll£:8oARD) !!OX . ·• . ' • . •. MANUF ACTIJRED BY: SlRONG BOX , Vil PROOUCTS INC.' (800) 729-1314 .~-----" ' ' . ' . ,--PUU.SOX ' PL!\H \llCW . • :,. L • , .. .-.,, ::. ::,: ; ,x;,, ,:-: ... --:,;:,',_ ,_,,_, __ , ' •-•~·:•";':'•'.'' srnci:i • ci6 ·-/4•~:-i;.;;;rern t (o,YQUT-AT; rOT LOT AUG! FRONT Of' RENCH \\1lH EllPAl<SION SOINT EDGE OF p.oi) TO i>!JEll°SEc'r ADJ. PAVING AT RIGHT ANGLE, rrP. ., .... soi. REL-0.TIVE CO/.IPAClUl Sl)BG;;c~E st:~REKEEPER •j OtLEt ~j~L,Qsua~ 01:l';"1L EB •• .. ,., .. •. •' ' ,.... ., . .,,, .. '' . -.•, _.,-.. , . '. '• " ' •,·, ' '::: ' STA!Nl.£SS S-rtEI. ND!A 3R lOCKABI.E BOX ~lH F\ILL·HING.E LID. SIJllF':0.CC MOUITT ON FENCE POSTS AT 42" SHOP ORA~~-G REQlJlf!EO, LOCl(ING JiASP. YIP OF!· Rt=TJ\ct.£. 01t·, '1' P01:.E Toc;(;l£ $~1TCl-l, • >N 1-<JANG SOX. ·.. ' '· OUTLET /SWITCH ·eox ' ' L-ANDSCA_PE ARCHITECTS APPROVALS . tic.0i\,';:J~E~t~:~~: ~R~g;::c~i~g'[~~~\1:~.\~go~i GRAOt OTHtR -ti.CC m,c Al" INST/lLLA T!ONS \'MICH ARC V15'0lt A(lOVI: ~~~~-A~~E 0~~~1R~tOR~~~~~L56~\~~Q~~~$~\~~'\~t~EC\' RE~ORF. ANY P[R_MANENT 'l~STAlL.l\l!(iNS , ARf MA/Jr. AL[ CONOlllT - SVISEPS Ai<O CONOUITS. MID SUB"GRAO[ fODT:,~GS SHALL BE ,· >'1STAllW TO AC"GOMbDA;f PLAtEMn.rs IIPPROVt'.O 8°\' THE ' LANOSC AP( ARC HlltC ;, ' -, Exi>Osc'Q CONCRE'.n: SURFACts m.ou'1m,' SPCCIAL ADM!X COi.OR PER t,ANO,SC,\Pf ARCHITEC·!S"'SPEC1i1CATIONS. ·' .. : l e' :; 'i c l "i;·,·.c -' , ? .. , \(ifo¼i,.,~dLL FREE ·".. ,:--": :·f:,soo.:.:422-4133 ,i_ " ··, ir )i,.;r-1Wo,o~'is , ·, • _.,-. -'.BEr:,IJRE' YCiu OJG--. '',• ·•,i!'''· ,,,_,. .. ,, UNO~ ~~-AlEirf':Of.~;~F:~IA .. , ,,_. ..,.,,_,_, ·.: ' -. ',· °"'-'' " i ·-' _·:'' -'· ' ' .. ','• . VOLT~GE: 2~\1?0V, 311, ·4W : MAJN: LOGS ·ONLY REMARKS . vot.T"'PS ' ·5520 . ' IAAIC PUMP 15 HP 5520 CON~tClEO LJNf Vk. ,,_9a""ec__8= 938a PANEL. rofAl. COONtC1£.0 Vi<,<. _,20.,~~L... LCL V,,.,-_cnos,"''-X.25~ ~•ais28t._ FEEDER VOLTA/JPS "'_;28s6s28L. FEEOffi AMPS = -""""'- ovr,.rn, ~ LTO lt£C lllSC POltS ' ~ PANEL: 1 MOUNTING: IN!(GRAL IN ·PEOESTAL BUS AMP': 200 :.ill l-'-"'"~1--"=='c=c;--, POf.ESLTOREclliSCJ\ a C REMARKS· ' ' llj-~~•~==t==~=~==•=~=J•[=~===t"~~AA~'c==========· =====~ > t+t • , ... , " SPAAE' , . ' , ~ • .J.__ ,o " ,,,_ PANEL A NOTE: REGARDING FAULT ,CURRENT AV,IJL>Bl£ rAUn CUIIRENT ,(AFC) , IS 42.000 AJ,IPJiEi!ES-.(S'l'l,OJETRJCN-) SRACING AND· IN"!EllRUPT RATINGS OF ALL OVERCURf!ENT DEVICES S/lAlL SE RAlEO TO ~E:IT OR EXCEED 42.00D AFC PER NEC AR71Cl.£S 110-9 AND 110-10 AND 240-8J(C) L,/ GFI CIRCUIT BREAKERS REQU IRED VOLTAGE: 208Y120V,3<1i,4W MAIN, 60A-3P SERV RATED PANEU30ARD PANEL: A ·BUS AUP: 60 MOUNTING: SURFACE ' REMARKS. ,'A. U C £XlrnOR , BUl!.OING: tJGH!l~'G --" Wfil MOUNTEO':UGlflS'-'MEN.-,;: . WM!: , MOUmED'.' UGlflS-WOMEI-L :· • • • STORAGE • fl.UORESCENT-,UGHTIOO' .SHADE'SlllUClURE0 UGHllOO . SW.OE" STRIJCTIJRE'OUTI.£1S., :WI\LKWAY,UGHTSc•, • ;:,,;, ;-., , •., G:I AEL0,1 SCORreOARD:OIITI.£!· en nrui. 1 MAIITT.'18\lUPEN .. " ,GA' AELD t ANIIOU~E•OOX;OlJILEl\ Gil ·FIEUI 1 ANNOUt!CE :BOX"OUllET·· Gfl-'61.Till!G-CAGL1 :0IJ!tB-··, , SPARE -~ .. ,._ ' ;· SPAR£ " "'"" UG~ CON!ROV 0 192 . •. 192 .-720 .- 180 ' ,oo CONNECIDJ lJNE·.Yk. A•-_;,OSWSL, S-386B :,P/LllEl, .. lUfAL-CONNi:cmJ VA.o •• 10300 ; -... '.-•,• lCL V~ 27~0 . X.25,,, _c"°c'- FWlffi ·VOLT~S ~ _iHeOc>oL. FffiltR A\IPS ·-: ; , " --'°'L- Y;·; ' --''"" Jltt IIJ$C ~ ~[MARKS HmD OR'l'ER-MEN . 5 '?-• 1 2 -~•· ·-• -1. ,1500. 3; • >'>-c'-·~, ++➔ •,· I c· =~· C"f-•c"+.-+."'"'+--<' f.'"='°+""c!"""Sc"c''°"""!'""'''"°"'",a='~-~·+k 3 • ,0--1: • +H ,: : >D-',.; 3 540. AYSO. SfORM.E OUIIBS . .. Fl .. 5__ .. ,.,..,..,,., "··"°"''' ·.3 .,· ,540,_ , IJ!TLE,lEAGIJE'.SfORl«,OlJllEIS·,;cGFI ,10.- ' ' ·• ,,;.,..,._.,,, ·3· 540 .. PARK·MAJNT,SfORAGE'.O!JlU1S ·GA ·" +-'~f i~-... - " _..,., .7 '-" .'2<>-1 1 -2· JllO _RESTROOMS,00ll£IS ,_-:, ,GFI " l""-?'+-+"'+c· +"'~+,,e··+~•c· t'a'~"c"'c'"c'c·""'oc:s·' SEN"""""-"',·c"c'"cs· A';_, ·•• ..,_, 6, 300 PlUM81NG·FIXT:S£NSORS-cWOMEN -,. 20-1 1 180 FIELD:2·SCORE BOAAO.OIJTlB .GFI ,..,.., ·10,+,H,o ..,_1 1 180· FIELD 2-MAIITT IJ1l.PEN OIJllET .GA 1 • .20-1 21 22 ><>--I ' l 180 ·FIELD,2clLNNOlJNCE .. B0X·,OIITI.£!· :•Gfl 1 ...... , 23 ,. ,20-1 1 ,180 FIELD.2-moouNCE·BOX,OIJTLEf _GFI 1 ,><>-'•. ""'1. -+,20 ,20-1, 1 160 BATTING. CAGE 2, OIITI.£!., • ,.Gfl •. ,.,..,_ z, ,. ,_..,._, 4-240 -IRRIGATION·CONIROL ,,,._, 28 I '° ""1 0 SPAAE , .. , .to,.,-~• ,z :io;--1 • ·O• • • .... SPAAE ' ,o.., :oJ "J---t-l--t-l--+--1~,Cf------~----C -. ·1 -· ... "" ' ... -••••·.· ,-••••• •c ----~ 'RErnt' TO_:lNiiE·UNE D1Af1l.'J.!·:_,9ifU.£S1.'o ... "· '' '•· ' ELEC1!11CAL METER ADDRESS 20473 EAST COASTAL PEAK 1.5'.C-3µ 11111!1 CU. #8 CU GND +--a FT DRIVEN, oROuNo PER SlNGLE: UNE , OIJ\GRAM 8.EC!ft-OOE'PER, 250--BljC) L¢¢ATlOil ·PS! MANUrAC'IUFlrn'S SPEctFICATIONS ·., ORAW1NG "REVJSION "' " .... SYMBOLS LIST • ----· . CONDUIT ONLY COPPER ruRNiSHED ElY OTHERS LOW VO~ Tf.G[ rui!P=-tS HI' 208V; 3'11. - TO CONlHOI. L~· .,. ~--~< .. ' ,. '•' ' GROUND ~~RING CQNC[At£D IN C EIL!NG OR WJ\ll WIRING CONC[AlED IN FlR. OR UNO[RCROUND .... --·' i ,; : . -.. ' . " ' ·.·='· ' ... •·. -uFEJl,Gfi.ouMl:i· . f'€R'~EC:, 25ir81\c) EXC(RT,20, f<ET 14-~.ru SINGLE ELECTRICAL MElER PEDESTAL . "' (1)",2ooA 1No1viouAU. Y METERED SER~C£ AT 208Y120V,3ll,4W ' ' " -:.·, '' •', . ;, ' ' TYPE 'INlERJOR-I DESCRIPTION M:.vi~FACTURffi/i>ART.'NUMliER LAMP i.i.f.NA MOUNTING l----f-~c°""'=e"="'4-------------+-~·,''.,· .,,,,.·c···c· c·-~-,c-,~~~~~+----+c-"·,.,~-f----'cl•,: - • DECORATIVE. 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SYMBOL 0 0 0 0 0 0 @ ...... ----· ------ I'/°"\~ LEGEND li'OR ~TES CIRCUITS • CON~TORS/CONDUIT A-17 {Gfl} 1.2s·c -J. #6 THWN CU, H5 CU GND A-19/21/23 (Gffi} 6f10 THWN CU A-17 (GFl) -1.25~C .1 2 /Pi lHWN CU, 16 CV GND CONIBOL 1.25" C NYLON PULL ROPE SCORE BOARD \ A-19 (GFI) 1.25"C -f!O lHWN CU, /110 CU GND A-21 (GFI) j.25"C -J,,1/10 lHWN CU, /110 CU GND A-23 (Gfl) 1.25"C -2 }mo THWN CU, #10 CU GN_D COACHES SWITCH 1.25"C -#10 THWN CU, §10 Ct:I GNO a ·. \ \ 7 / / ~·· \ x \ \ \ \ -------------------------· COASTAL PEAK PARK SC.AT .E 1" = 20' -0" 1000 ~ ~ .~ NO)C • .-,-: • FUlllRE SCOREBOAAO LOCA:TION. . SCOgEB0ARD lO BE "INSTAU.EO BY. · -erfY OF NEWPORT BEACH (NAP). PROVIDE PULL BOX, CONDUIT, & GQNOOCTORS PER "IHIS COtflRACT. ~ ~ ~ 0 0 I ...___ ~ ~ I \ \. . \ I 'j,, z._ . ., I I ' ' I ' \ I I r--<1 ) '1 / ·/ \ I I I I I I I I I I I I \ r I I I I I I I I I ~ I \ I , I . . \ ' I I I I I I I I I I I I I I I I I I I I I I ~ I I I I I I ~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -1 I F I I tJTY OI' ~EWPOisl 1/E,\CI! B~ILOING OEPARl"~•T I I I I I I I I ~PPROVM-Of TflCSE PLA!<S l)O<S NOT COHSTlTUT~ €XfR.SS OR nm.teo IJ.IMlRllATIOll to O)IISIBlJCI Alff >)!JI-~ IN "OLJ\liON Of 0~ 1•00!!'l:ST"'1 WITHlll~ ().'lOl'WIOO:. Pi)JIS.~0 POllOES Of·JHE CITY OF =Ma! 8E.\Cl<. ll'IS APPROll>l oc,s !!OT GUAAANT.'i nw lHES. ,u,.t<S •RE "'AU. RcSnCJS. ,~ co-CE ~ rn cm: 1'llll.!lm6. 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I I ', I I I I I I I I I I I I I I I I I I I I I I I ' I I ---~----~----~·---~---~--~ I ,; I I I I I I I UGEND FOR KEYNOTES ~/',__'™ __ aO_l_+-~C0RC\J=llcc> __ _,f-CCcONcDcUcC.roRS=c/C000N00U01T~ ____ .., Ii fl-9/13,15 125"C -4 #10 lHml CU, #IO cu Gt,li) : I A-.17 {GFI) 1.25~C { 2 ~ lHYIN CU, fi6 Ct.LGND' I/ A-11/25/26 (GR) 6 §10 IBWN cu // 0 A-18 {Gfl) l.25"C I 2 16 TH'@J"CU; §£ cu GND !/ A-19/21/23 (Gfl} 6 §10 lHWN CU , ' A-20/22/24 (GR) 1.25"C - 6 #10 lHWN CU, §10 CU GND . 1 SPARE (2) 1 1/4" C SPARES • !:I , J.25~c -4 11n THWN cu, 110 cu GND 0 A-9/13,15 A-11/25/26 (GFI) : / t25"C - 6 flO THMI CU, #JO CU GND 1 "-, .1.25"C -2 §10 lHWN Cl:, 810 CU GND --~ l.25"C -4 610 THWN CU, 810 CU GND 0 A-13,15 A-25/26 (Gfl) ',,, ~--c,---=-t--"C.::C.cc.:.'.--+----..C.----'-':....--.,.-, -1.25"C -4 #10 lHl'M CU, 1110 CU GND 0 A-25/26 (GFI) © © @) ® @ 0 A-25 {GFl) • l.25»C -2 #10 THWN CU, /110 CU GND · A-26-{Gl-l) 1.25"C -2 /110 THWN CU, #10 CU GND 0 A-13,15 1.2S"C - 2 4/IO 1HWN CU, §10 CU GND A-9/t3,15 A-11 (GFI} A-13,1 5 © A-17 (G~ A-19/21 23 (GFI} A-18 (Gfl) A-20/22/24 (Gfl) .A-18 (Gfl} A-20/22/24 (Gfl) ® A-1_3,15 A-17 (Gfl) A-19/21/23 (Cfl) A-17 (Gfl) A-19/21/23 (GFI) @) COACHES SWITCH PANEL A 1HE WORK HERDN SHAll INCLUDE LINE SlDE lNSTALLA TION SY VERIZQN. INSTALL/1,TION OF lliE TELEPHONE L/1,lfRAL REQUIRES VERIZON 10 INSTAU. A CABtE SPLICE AND 1£RMINAt !N lHE MAN HOJ.E AND l}{E. C(JNJRACJOR WORK SHAll .!NCUJJJE CORE DRIWNG INTO MAN HO\£ AT LOCATION DESIGNA1ED BY VERlZON. 1H£ CONlRACTOR SHALL MAKE CONTACT WllH VERIZON TO PROVIDE - lHE SPLICE AND 1£RMINAL -AND SHALL IWCWDE AN AllOWANCE -•.... TO COMPENSAlE AU. VERIZON CHARGES FOR .lHE SPLICE AWO 1£RMJNAL 1NSTAUATIOW. • CONTACT: -ROBERT FlORf:S, 714-375-5701 --------_ _____.c...----------1 i ES2.2 ~ I SITEKEY LANDSCAPE ,ARCf-llTEC-TS APPROVALS IN TI,11:1 CASE Or AI.L UND~ PULL 60)(!:5, A00VE GRAD!: LI~ F!XTtlRES, ELECTRlCAL $ERV/CE F'l::DE&TAL, ANO ALL , =E.~~~~~;T~L~Ti~~~~ i \ l'TEl'W ANO 05TAIN Tl-IE ~AL OF THE LAND$CAF'E ARCl--ll1Eqr 6SFORfi ANY F'EFlMANENT INSTALLATlONI:> ARE MADE. ALL CONDUIT SU.1EEF$ .Al¢> CONDUITS, tiND SU$-~ FOOT!Na,S 5).141 I BE INSTAl.LED TO Ac;c;OMODATE ~TS ~~ e,y LANDSCAFE ARC1411'£CT, EXPOeEP CONc;fllETE $1ll'<FACES 1=!£GIU!Rl:. SPECIAL ADMI - COLOR PER ~PE ARCl'!ITECTS SF'ECll'tc::.ATJONS. - u::,o • • < • E-w ' iJ • • ~~ ' • • • • • 0 ~ E :i • < 0 • • ,l =o • 0 • i ~o. 0 0 < < c:,• ' !i c...,o ' • < u • • r i = = z; ' -• ·t ::. iii • -f i • • Ii PLAN CHECK NO. CHECKEtl - JOB NO. '""' • ' ' • ' I,) L '6 ' ' ., ' ." I I I I I I , I I I I I I I I I I I I I I I , I I I I I I I I I I I I I I . I I I I I I I I I /--....... -1--i-~1· I I I I I I I I I I , I I ' ' ' \ ' \ \ \ \ I ~ ' ' \ \ I \ • ' I \ I I \ I \ I :, I I II ' I I \ ' ,-- ' I I I i \ I I I \ \ I \ ' \ I \ ' \ \ I tI) 0 ~ 0 0 -- \ ' \ \ I \ I \ I \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I , I I I I I I I I I I I I I I I I I I I I I I I J \ I I I I I I I I I I I I I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I L[) 01 /. 0 QI I 0 0 ,' , ~ I ~ J I I I ----' j I I I I I I ,-.-+,' . : : ." , i l • :, ' I • •• I, ' .. ' . . \ ', . •·' -I I I I I I I I I \ \ I \ \ \ \ \ \ \ I I ' \ \ \ I < \ \ \ \ I \ I \ I I I I I I I , I I I I I I I I I I I I I I I I • / / \ I \ I \ \ I I I I I I I I I I I \ I I I I I I I I I \ \ \ I I \ \ -\ \___ - I I .,/· I V -----l \ I I \ \ \ \ \ \ \ \ \ \ \ _\. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ DIAL TOtl FREE 1-800-422-4133 AT l.fASf ll'/0 DAYS BEFORE YOU DlG ' ,CN~oRGROON!l SollVICE AU.ITT ,Of ·SOlJlli'Eiltl CAIJF-ORW. \ \ \ I ' I I I I \ I I I I I I I I I \ \ I I I \ \ I I I I \ I I I I \ I I \ \ \ \ \ \ \ I ' I , ' / I ..JL / / \ \ ~ '(!A\ --- / rn / 0 --------------- ~ ,,~ I' i,U.. ~ ~ ~ 1 l<\ ,.J ~ kco" ~ \ .J& u,-v c!A1 ~ I~ ------ , I v --- 0 ----· -------· ii'1 rn 0 _J / / / / / NOT£: FU E SCOREBOARD LOCATION. -SCO EBOAAO TO BE !NSTALL£0 BY Cl OF NEVi'PORT BEACH {NAP). P VIDE PULL BOX, CONDUIT, & DUCTORS "PER THIS CONTRACT. ---------------------- COASTAL PEAK PARK SCALE 'l" = 20' -0" I I I I I . I I I , I I I I I I I I I I I I I I I I • I I I I I I I I I I I I \\ \\ \\ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' /· I I I I I I I I ' i I I ' : I I : 1' I I \ I ,,._,, I I I I I I I , I I ' I I I I l <( w Q_ ' ~t _J <( \-- (fl <( 01 T ul B \ \--I (fl i ~1 WI EXISTING\' SCE f--40" X 6 " H.H. I I / 1 , 11!1'-----! 1 ', I I I l--- 1 I I /1: I 11/L----.: I! \ \ : I I l / / \ \ , ! I I 1r \ --1" I I \ ' ' • I': ; \ : I I ' ' I • I I I • I ' I I ' : I \ 1 1 I I I I • I ' , I I , I 1 1 I : I q \ I : \ , I I , \ I 1 1 -....._>-____ ; I .,.,.,, . : r I I I I I ·1· : ! ' \ ) \ \ r \ \ ! ' \ I I I ·, I \ ' I I I I I I I ' I \ , ---j I I I I I I I I I I I I I I I •, I I I I I I I I I I I I . I I I I I I I I I \ \ I I \ I 54+621 I • I ' l\L • ' I I I I •1 I ' ', • : I \ I ' I • \ \ I I \ \ \ \ .\ "+--1 SCE APPROVED 6' X B' lRANSFORMER PAD PROVIDE ANO INSTALL PER SCE REQUIREMENTS ~--,if---l lliCTRICAL METER PEDESTAL 208Y120V, 3¢, 4W -200 AMP 20473 EAST COASTAL PEAK "APPllOX. SJA 54+00 PANEl 1- . I I ' I I : ' I I " : I\ { I \ , I I , I \ Ii \ i ! \ I I I I I \ k ' I \ " ..... ..... /\ -l l -,~ ..... - ' I I \ \ \ \ \ \ \ I \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ • • ' • I ' \ \ \ \ ' ' • • \ \ ' ,, t ' • ' \ ' \ . \ : \ . \ : \ . \ ' \ ' I' 'i-' ' • ' - S'i'J,,\BOL 0 0 0 • IJ'l'flOV/,l.TO!SSlJE ~~TE: LIGHT FIXfURE KEY S'IMBOL NAME/T'l?E . ♦ . Fl:<TU!lE· l)'PE 0 ------ CIRCUITS A-18 (GFl) A-20/22/24 ( A-18 (GFI) CONmill SCORE BOARO A-22 (GA) A-24 (GFI) Sf?ARES COACHES SWITCH PANEL A FEEDER PUMP mDER SCE LATERAL 1.25"C - /16 1HWN CU, f/6 CU GND ·6 10 lHWN "CU lHWN CU, /j6 CU GND. ON PULL ROP.E iHWN CU, §10 CU GNO . 1.25"C -2 O lHWN CU, ftO CU G!'ID_ 1.25~C -2 10 lHWN CU, §10 CU GND t"C -3 #2 0 lH\'11'\l CU, fj2/0 CU GND. (2) 1.25"C SPARES 1.25"C -#10 iH'M'l CU, #10 CU GND 2"C -3 §2 THWN CU, f2/0 CU GND: 1.5"C - 2 # 0 1HWN CU, 1J8 CU GND. 'fLON PULi.ROPE QIJ\REMENlS LAND5CA EE ARC!-IITECT~ APPROVALS l I ~ I IN Tl-<E CASE OF ALL LJNDE.R6ROUND F\JLL SO~, A!30VE GRADE LIGl-lT FIXiU~G; ELECTRICAL $6~Ci: PEDESTAL, AND ALL =E.~~:t~*J:~;T~L~Ty~~ ~E ITEMS ANO OaTAIN Tl-I!:: APPROVAL OF 11-lE. LANPSCAF!: ARCl-l!TECT eS"ORe AN'!' f'Ef<M,!,HENT INSTAU.ATIONS ARE HAPE. ALL CONDUIT SUEEPS ANO CONDUIT$, AND SUB•G!RADE FOOTINGS. 51-!ALL :E.IE INSTALLED TO ACCOMODATE Fl.ACEMEl-rtS AF'f'ROYEO 6'!"" 11-!e LANDSCAFE· ARCl-llTECT. : e><POSED CONC~ SU~ACE COLOR FER LAJ<U:>&CAPE A . ' _ .. u:,o • " • E-e • t • • ~[- • a • • • ~ , ~ " ~ • ;;; -6 =a • • • i en. • • Y:,• • i • c...:, 0 i l ~~ • • ' • " =-• " a • • ~ i 0 0 • PLAN CHECI( 0. DRAWN ST~ ,,~ 6127107 JOS NO. sl-iEET -1 • • I -• •• i ES2.2 OF ·35 SH.Eel"$ I I ·-J ·, I I ' I I l I I I . •-· ... __ .,., .•,·-· . ,-.-· , .. • \ 1 • I ···-~ ... ,. ----- ., \\--;... -, a - - 0 / a • a / I I I I \ \ ,- / \ ) ( / I I I I I I /// /, I I I I / / t I ,/ I , I , ,· I ! ; , I I I / I / , I I / / / / ' ' \ \ ' \ '·. .' ' , . • i ' ' ' . ' \ ' \ \ \ ' \ ' \ \ \