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Home My WebLink AboutP_5229_SGeneral Notes Al: wcirk detailed on tnese p!ar:s tc be oerfo~ed u0der cor:t-act shaii be cons~r~cted in accurdance win the "Star1dsrd Specifications 7cr Pub1!c Wcrk.s Corst~uctc,1', 2009 edition and supplements to date, except as o-the1wise statec in the cHy's sr&:-1dard soecial orcvisions, or in :n!B contract's specia pro,;isio'>s 2. Exi.st:ng underground utilities are shown es per avaii.atJie records. -:he t?J:1t.ra::::tor shall be :cSi:X:f1.sible tor vert,~ng che actua! 1cca~on ana elevatio: Fl the fieic! p"ior to betinriin;_J c:onstrucbon. 3 All exoosed concrete S'.J:facos sr1all con1or:e' in grade, coor, d:mens!cn, and f:nish to adjoining irnprove,T\ents. 4 P.C.C. snal; oe c!ass GOO·C-3250 5 Contractor s!:al: adjusr cily uiiiit:es (eg '✓rater vaults, water vaves, SCO, survey monuments, sewers and s,orm dfllin manholes) frames and covers to f:n1she<:l grade per r.::tty standards. Ali other utilifies sna!I 00 adjJs:ed to g1aje by ot~rs 6 Proposed oavernen: and curb ancJ gJtte; she.ii join a~d ma1cn lne a,10 grade of ex:st:ng :mpro\,ements uniess nG:ed oroorw1ss. / Any discrepancy in '.he drawings or spec:ifcatior:s s1a! be (:a!lel'..1 to trie attention o: the erg:r'ieur. Failure to co so 'A~!I pi6.ce fBSponsit::i!ity of ~he contractor for correctiJn. 8. Arr; work not indic,ateo on ~he drawhgs bi..if ca.1:ed tor ;n tlle specifications, or v1ce-vffsa., shall oe fuirished and performed as tljough spechicaily indicated a.rd ca!lea io' :n bctYt My work net instaHed acrordiflg :c draw·:ngs arid spec:fications er ord!narces and laws shal, be replnced at cor-tractors exoer;se. Vicini~f j .' I, /! // /l 'I /; / / // I' I/ I, !i Siterv1ap w. 19THJT. PUBLIC WORKS DEPARTMENT CITY Of COSTA MESA PACIHC O::EAN CONSTRUCTION DOCUMENTS AF!'ll01/ED; FOR II I 100 SUPERIOR AVENUE CONTRACT NO. C-5443 -------------·----·-- CITY OF !RVINE r Design Team OWNER The City of Newport Beach 3300 Newpoi, Bl'id, ~lewport Beach, CA 92663 P , 949,644,3309 F I 949 644,3308 Contact: Andy Tran LANDSCAPE ARCHITECT/ IRRIGATION DESIGNER EPTDESIGN 98~1 :rvine Ce11ter Drive Irvine, 92618··4307 T 1949,502A500 F, 949 502,4510 Project Pr!ndpal: Richard Vandenvood Project lvlanage1: Jennller Bushong loigatlon Manager: Jacob Burgstah:er CIVIL ENGINEER Urban Resource 23 Maucr1ly, Suite 1 ! o lfVlne, CA 92618 P 1948,727,9095 FI 949,727.9098 Contact: Jay Rwby/ Marty ,¾;Juene PROJECT BIOLOGIST BonTerra Consulling 2 &.ecwtive C'trcie, Sutte 1 75 lrvme, CA 92614 P 1714,444,9199 F 1714,444 9599 Contact: Melissa A Hmve Sect:on 42"!6'421 ! of the govern'Tlent cede requires a dig i:1Jert iusnl;licat:on ;,urr10i'.ir be iSSLlOO Delore a 'perrn!t 1:0 ff!S:;&'B.tff' will 00 val!d Sheet Index NO. IN SET SHEET TITLE SHEET NUMBER ----------___ , --------------- 1 of 14 2 of i4 3 o: 14 -5, 4 of 14 (5 i 5 ol 14 6 of' 4 7 of 14 80! 14 g of 14 "' 10 of 14 1lf c, "" t) 110114 ~ 12of14 13of14 14 of 14 Park Title Sheet Construc:icn Notes, Ouantites & Details Precise Grading Plan Precise Grad\ng Plan .¾ea Draln Plan Erosion Control Plan Co~strwctlon Plan Construction l-&Jend Ccnstruction Details Construct:on Details Irrigation P\an irrigation Legend Irrigation Details Pianting Plan RECORD DRAWINGS C-1 C-PG-1 C-PG-2 C-AD-1 C-EC-1 l,1 ,01 U,02 L1 ,IY3 L'i,04 L2,0i 1_2,02 l2,03 L3,01 These Rocci-d Dcowing• hove been prepared based on information submitted, ;n part, by others, ~fnile this informotion is believed to be reliable, City of Newport Becich is not j : responsib!e for /ts accuracy, nor for errors or omissions which may hove been 1ncorporoted , , t ; 1n c these plans ClS a result. b_ , , f------------------------------- AF'PRO\IAL RECOMMENDED: Sunset Vi,ew Park 100 Superior Avenue >Jewoort Beach, CA ' , C!'ie-nt The City of Newport Beach 1:11 C ·-C I: 1:1 -a. -C m ,_ "' Ill '1\1 C !:I .Di ., ::I GI .. :J "" " Iii ... ·-.I:; .. .. ti (l) 11:1., Ill .. ., ,:i C ii:! 0 " " ~ "' N N ci ~ 0-~-°' ~ ~ N " "' ~ ~ 0 00 0 0 ,o 0 "' "' N "' 0 0-"' " o, " " N 0-'-0 ~ "' 0 -0 Q, N °' < 6 u ;i r;i' 1) C -o ·;_;: a a a 0 0 N ~ Ji C Cl 8 .$ ,½ C C 0 C 0 C E Q 0 l 13 w N " 00 ,, " 00 E 0 u §, ·m -,, Q, ID ~ ' Revisions By Date •".:"i:sl City Subn:!ita' JU3 032~ l<l 05C5.'14 4 GO'¼.. CD Sub:T1;ttal APPROVAL RECOMMENDED: /'' / // /',,:/ / _ // ir, //<1,01/(,,;t+j~/./',:/;.:?/..-f IF--, Andy Tfan, RCE 63670 Senior Civil Engineer Contract Number C-5443 City Crawing No. ~nStaff Project Manager Prmpal I ... S RV Park Title Sheet e E Tnsse crs:.,,;-,;;s a,sa r;stcumon~ c'. sacir:e C:"'TDE3'GN si1all 0eta!r O c,;I ,~ocy•1gr:z, ,;ta'.utory a,.c c~rn~on l.'iw r,',)nl ,,. tt, 'egs,n to :''!;Se (.) ,Jrawiq,1fJ w12 :::1e desi;;,1~ c0!7t~ii's>:J 'CJ€1e,1 ~ 5li fc-rrm:s, h;l~dll"!,1 ~lir;ted i'Jl~ ,-::i(:!'.1ze,::1. ":h~ drawirµs ~ ~c\ le :ie a:te:€d Ir:&!:/ wa\'. r:cr m;s ,;inec :: a ;,1 'G r:Gr;y 'Mti"ou' 'ir~i ,,t;:F!!~, rig ,wl::~ r.J:c;,ri~:on rnc! cor,so"' 11,;:;rri E"-Ci:S '.;\I C-1 CONSTRUCllON NOTES AND ESllMATED QUANllllES PRECISE GRADING CONSTRUCTION NOTES CONSTRUCT 4" THICK PCC SIDEWALK PER LANDSCAPE PLANS. 1371 SF CONSTRUCT MOW CURB PER LANDSCAPE PLANS. 286 LF INSTALL 12" AREA DRAIN, NDS 1212 OR EQUAL PER DETAIL 3 ON SHEET C-1. 3 EA INSTALL 12" ATRIUM DRAIN, NDS 1280 OR EQUAL PER DETAIL 4 ON SHEET C-1. 2 EA JOIN EXISTING SIDEWALK PER DETAIL 6 ON SHEET C-1. REMOVE EXISTING V-DITCH. WALLS/STAIRS PER LANDSCAPE PLANS. REMOVE TO NEAREST EXPANSION JOINT AND RECONSTRUCT 4" THICK PCC SIDEWALK CITY OF NEWPORT BEACH DWG. NO. STD-180-L PROTECT IN PL.ACE INSTALL RELOCATED SIGN PER LANDSCAPE PLANS. CONSTRUCT CURB PER DETAIL 12 ON SHEET C-1. SALVAGE IRRIGATION EQUIPMENT AND RETURN TO CITY. SEE LANDSCAPE PLANS IRRIGATION PLANS. RELOCATE BACKFLOW PER LANDSCAPE PLANS IRRIGATION PLANS. REMOVE EXISTING CURB/CONCRETE GUTTER TO NEAREST EXPANSION JOINT. INSTALL 12" BROOKS INLET. SEE DETAIL 16 ON SHEET C-1. CURB/FENCE PER LANDSCAPE PLANS. CONSTRUCT V-DITCH PER DETAIL 18 ON SHEET C-1. CONSTRUCT 6" -rJ' CURB TRANSITION. CONSTRUCT CURB ACCESS RAMP PER DETAIL 20 ON SHEET C-1. SAWCUT ROADWAY & REMOVE EXISTING CURB AND PAVING AT NEAREST JOINT. REPAIR CONCRETE ROADWAY PER STD 105-L-E. AREA DRAIN CONSTRUCTION NOTES !PER SEPARATE PERMTI PROTECT IN PLACE INSTALL 4" SDR 35 PVC AREA DRAIN PIPE. INSTALL 6" SDR 35 PVC AREA DRAIN PIPE. CONNECT TO DRAIN INLET. EROSION CONTROL CONSTRUCTION NOTES @----PROTECT IN PLACE EXISTING IMPROVEMENTS. @----INSTALL 6' CHAIN LINK TEMPORARY CONSTRUCTION FENCE WITH SCREEN AS SHOWN ON PLAN. I= INSTALL SANDBAGS, MINIMUM 2 HIGH AS SHOWN ON PLAN. INSTALL STABILIZED CONSTRUCTION ENTRANCE PER CSQA BMP TC-1. INSTALL SILT FENCE PER CSQA BMP SE-1 IF CONSTRUCTION OCCURS DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). 20 1 1 461 1 1 54 1 1 122 1 189 140 8 1 1 1 262 11 5 1 725 725 115 1212 CAST IRON GRATE 1212 TOP SECTION (WITH GALVANIZED FRAME) PARKWAY ONLY 28 lbs. 1212 STEEL GRATES PARKWAY 16 lbs. TRAFFIC 1 B lbs. r LF LS LS SF LS EA LF LS EA SF EA LF SF LF EA EA LS LF LF EA LS LF LF EA LF SEE CHART 1212 STEEL COVER PARKWAY 22 lbs. TRAFFIC 25 lbs. NOTES: 1. GRATES AND COVERS AVAILABLE PAINTED BLACK OR GALVANIZED 2. "ADA" GRATES AVAILABLE IN PARKWAY & TRAFFIC 3. "HEEL PROOF" GRATES PWAILABLE IN PARKWAY & TRAFFIC 4. A TOP SECTION WITH FRAME MUST BE USED IF BOLT DOWN REQUIRED TOP SECTION HT. LBS KNOCK-OUT 1212 T6 6" 170 NONE 1212 T12 12" 275 (4) 5" X 10" 1212 T18 18" 270 (4) 8" X 12" 1212 T24 24" 430 (4) 8" X 15" 1212 T28 28" 380 (4) 8"x22" LOWER I I I SECTION HT. LBS KNOCK-OUT 1212 L 12 12" 275 (4) 5" X 10" 1212 L 18 18" 270 (4) 8" X 12" 1212 L24 24" 430 (4) 8" X 15" 1212 L28 28" 380 (4) 8"x22" NOTES ) 22" 22" 1212 LOWER SECTION (NO FRAME) NOTE: USE 12", 18" 24", 28" LOWERS TO INCREASE DEPTH UP TO A MAXIMUM OF 72" 12" 22" 1212 BASE 12" X 12" CATCH BASIN ORG.DWG. DATE RFV r,wr. OATF 04-20-95 05-18-00 / / 22" 22" SEE CHART 1 J 4" / .,,. -------.. --··-· PRODUCTS 1212 CB 1. GRATES SHALL BE GALVANIZED STEEL 2. JOIN PVC PIPE TO BASIN PER DETAIL HEREON @)1---1_2._B_R_O_O_K_S_I_N_LE_T_D_E_T A_IL __ N.T.S. Jun 19, 2016-3:33PM P:\114.422\PleclseGradlng\422-PG-OET.dwg 7 0 1 GRADING FILL/CUTS ' 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLAONG OF THE FILL. 5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 7. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TO FAOLITATE TESTING. 8. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY GRADING ENGINEER. 9. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC. 10. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE CITY GRADING ENGINEER FOR APPROVAL. 11. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE CITY GRADING ENGINEER PRIOR TO CONSTRUCTION. 12. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 13. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 14. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE CITY GRADING ENGINEER. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE CITY GRADING ENGINEER FOR APPROVAL. BENCHMARK DESCRIBED BY OCS 2002 FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "NB2-7-77", SET IN THE SOUTHWEST CORNER OF A 7 FT. BY 4.5 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION OF SUPERIOR AVENUE AND PACIFIC COAST HIGHWAY, 400 FT. EASTERLY OF THE CENTERLINE OF SUPERIOR AVENUE AND 48 FT. SOUTHERLY OF THE CENTER MEDIAN ALONG PCH. MONUMENT IS SET LEVEL WITH THE SIDEWALK. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN OCS GPS 6287 & OCS GPS 6259 BEING N40-15-06W PER RECORDS ON FILE WITH THE ORANGE COUNTY SURVEYOR. GALVANIZED GRATE UPPER SECTION ___ _ OF CATCH BASIN 6" PVC DRAIN PIPE SLOPE PER PLAN MORTAR MIX CONC. CL. 420-C-2000 MAX. SLUMP -4" --- EQUIV. SACK MIX -4.5 BOTTOM OF '---CATCH BASIN PIPE TO BASIN CONNECTION DETAIL N.T.S. 1% MIN SWALE 12· 1% MIN SWALE ~II = = = -111-,,, FG _ 1n1n1n1n1n1171r ~II Ill I I I ,~ffiffiffiffiffiffiffiffiffiffiffiffiffif t:;:::=======:;::1 ~ • I I I i' I I I I i' I I I I i' I I I I i' II I I i' II II ,J I ' ' 111 111 111 111 111 111 I 1f I I=-' I 111 111 11 1=11 ,- , -U 1=-' ,--f-'l....___ UNIVERSAL '~~~~T NDS 1243 USE NDS OR APPROVED SIMILAR. (USE WITH NDS 930 ADAPTER) I----',---4" PIPE PIPE SIZE PER PLAN NOTE: USE BLACK ATRIUM GRATE IN SHRUB AND GROUND COVER AREAS AND USE BLACK FLAT GRATE IN GRASS AREAS 12" X 12" GRATE NDS 1212 12" X 12" ATRIUM GRATE NDS 1280 GXD---A_R_E_A_D_RA_1N_D_ET_A_N1 __ ~--s __ 1/4"R (TYP.) /1/4"R (TYP.) --.--,.... ...... -r--.- . . .,,. <I • • z <0-:::E WALK ., . JI.• .•• • WALK • .-I\ ... •. '1,1)" ... -1 ~---1 11 MIN. •• , .••..•• '., •••• ~ COMPACTED 6" DRAIN LINE SUBGRADE NO DRAIN LINE UNDER WALK "' .,, .. ~ DRAIN LINE UNDER WALK 1. SEE NOTES ON SlD-182-L FOR JOINT INFORMATION. 2. CONCRETE TO BE 560-C-3250. @---&_· _C_U_R_B_D_E_T_A_IL_N_.T.S-. -- EXISTING GROUND OR F.G. PER PLAN D PER PLAN 6" TYP. W=4' TYP W 2' W 2' ~~F.L. ELIEV. PER PLAN CURB, WHERE PRESENT SIDEWALK 4" CONC. WITH ~--e"xe"-W1.4xW1.4 W.W.M. CENTERED @8 _V_-_D_IT_C_H_DE_T_A_I_L __ NOT TO SCALE XPANSION JOINT EXISTING SIDEWALK NEW SIDEWALK NOTES: 1. KEY NEW SIDEWALK SECTION UNDER EXISTING SIDEWALK. 2. SOAKING OF SOIL SHALL BE APPROVED BY THE INSPECTOR. EXISTING CURB PER PLAN R=1' 6" CURB FACE o• CURB FACE lRUNCA TED DOMES PER STD-181-L-C EXISTING CURB PER PL.AN = 6" CURB FACE GROVES PER ~-,~~~fJ-.-0" CURB FACE STD-181-L-A 1. SEE NOTES ON SlD-181-L-C '20'-C_U_R_B_R_A_M_P_D_E_T_A_IL_ ~ NOT TO SCALE I RECORD SETI Sunset View Park 100 Superior Avenue Newport Beach, CA Qllnt lhe City of Newport Beach z C) Cf) w 0 1-- D.. w CII C ·-C C t:I -0.. -C CII ·-Ill QI 'V C t:I .a .. ::, -QI .. ::, .. .. QI .. ·-.c .. .. t:I QI 0.. t:I .. Ill 'V C t:I Consultant 0 " " ~ "' N N ~ ~ "' -0 ~ N '() ~ ~ 0 "' ~ 0 0 N s oci I<: ~ -0 ~ N '() ,_ ,_ -"' 0 '() "' N <) "' <) " .-C • C 1 1 ,l' 0 N j ,; V, " ! Jl! C V, • u ii • ~ C " 1 1;; .B °' ~ "' "' "' Sb.ii.ii -· -t..,iiiii,L& ~ E 8 c -: l I Revisions By Date RatClySIJmtllll .I.B 08.21.14 DCD&J:lrnllll .I.B 06.06.14 11XaCO&bnllllll .I.B 06.28.14 APPROVAL RECOMMENDED: Senior Clvll Engineer Contract Number C-5443 City Drawing No. P-5229-S Design Staff LS Project Manager JB Principal RV Construction Notes, Quantities & Details ll) ~ ~ ~ jj TI1811chllllr'Olnhllumad--.~n11911tl 11~"1Mllyandc:arrnanlM _,.Vlltll9gildbbll davQlarlld htdllabB Cll'lllndlhnhln llfl:maa. h::ut1'I Jn1lld .-.t ddllzad, n-lhN'Ul • nctt>l::e.-d lnQ "MW, ID'Slll(Jladt>atio~wllD.Jl:1hilobllrrG wrt-. pamllab'lnlocna,tfQnEP1'1Bl(l,I, I 1 l I J:\E13-500\E13-506 Sunset View Park\CAD\Xrefs\Images\rvanderwood_signature.jpg C - PG-1 MARK A EXISTING DRY NOlE: CO~lRACTOR TO CONTAC~IGALERT TO UTILITIES NDER SIDEWALK PRIOR l START OF WORK. - - ~ _MA-Te · --EX. • ----ft. TOPOGRAPHIC SURVEY PREPARED BY: BORCHARD SURVEYING AND MAPPING 815 CALLE PUENlE SAN CLEMENlE, CA 92672 PHONE: 949-439-4682 FAX: 949-366-1640 EARTHWORK QUANTITIES EARD:JWQRK UNSUITABLE SOIL EXPORT: (REMOVE 3' FROM ENTIRE SITE PLUS REMOVE 2' TOTAL FROM UNSUITABLE MATERIAL AREA #2) CUT' FILL* IMPORT' QUANTITY 358 C.Y. zsa C.Y. 222 C.Y. Il C.Y. *NOTE: RAW YARDAGE FOR BONDING PURPOSES ONLY. CONTRACTOR TO VERIFY EARTl-lWORK QUANTITIES. Jun 19, 2015-3:44PM P:\114.422\PleclseGradlng\422-PG.DWG CONTRACTOR TO REMOVE UPPER 3" OF UNSUITABLE PLANTING MATERIAL FOR ENTIRE SITE AND DISPOSE OF OFFSITE. CONTRACTOR TO REMOVE UPPER 2' OF UNSUITABLE PLANTING MATERIAL FROM AREA #2 AND AS DESCRIBED IN THE REPORT FROM SOIL AND PLANT LABORATORY, #14-042-0003, DATED FEBRUARY 10, 2014, AND DESPOSE OF OFFSITE. NOTE: CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. CONSlRUCTION CONlRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPlED CONSlRUCTION PRACTICES, CONSlRUCTION CONlRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLElE RESPONSIBILITY FOR JOB SllE CONDITIONS DURING THE COURSE OF CONSlRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMllED TO NORMAL WORKING HOURS, AND CONSlRUCTION CONlRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. LICENSED CIVIL ENGINEER/ARCHllECT THAT PREPARED THE DRAINAGE PLAN SHALL CERTIFY AT THE COMPLETION OF THE PROJECT THAT THE SllE DRAINAGE IS IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED DRAINAGE PLAN. ORDER OF GRADING Ac:DYITIES 1. REMOVE UPPER 3' OF ENTIRE SllE 2. REMOVE UPPER 2' IN AREA #2 3. EXPORT UNSUITABLE PLANTING MAlERIAL 4. IMPORT TOPSOIL 5. ONSllE GRADING - ----- _,.----- -.... SEE DETAIL HEREON ---- ', ............................................... ---........__ ' REQUIRED INSPECTIONS 1. A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONlRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUlLINED AT THE MEETING. 2. A PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB-GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONlRAClORS, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. GENERAL NOTE 1. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. 2. SANITARY FACUTIES SHALL BE MAINTAINED ON Tl-lE SITE DURING Tl-lE CONSTRUCTION PERIOD. 3. A STAMPED SET OF APPROVED PLANS SHALL BE ON Tl-lE JOB SITE AT ALL TIMES. 4. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. 5. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING Tl-lE GRADING OPERATION. 6. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY Tl-lE CITY TRAmc ENGINEER. 7. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 8. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTl-lER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM Tl-lE SITE. NBMC 17.32.020. -------------- I , , I ,,,.,,,.., ~ , ~ LIMITS OF 2' DEEP UNSUITABLE MATERIAL (AREA #2) ~ AREAS OF HARDSCAPE REMOVALS PRECISE GRADING CONSTRUCTION NOTES CONSTRUCT 4" THICK PCC SIDEWALK PER LANDSCAPE PLANS. CONSTRUCT MOW CURB PER LANDSCAPE PLANS. INSTALL 12" AREA DRAIN, NDS 1212 OR EQUAL PER DETAIL 3 ON SHEET C-1. INSTALL 12" AlRIUM DRAIN, NDS 1280 OR EQUAL PER DETAIL 4 ON SHEET C-1. JOIN EXISTING SIDEWALK PER DETAIL 6 ON SHEET C-1. REMOVE EXISTING V-DITCH. WALLS/STAIRS PER LANDSCAPE PLANS. REMOVE ro NEAREST EXPANSION JOINT AND RECONSTRUCT 4" THICK PCC SIDEWALK CITY OF NEWPORT BEACH DWG. NO. STD-180-L. 10 PROlECT IN PLACE 11 INSTALL RELOCAlED SIGN PER LANDSCAPE PLANS. 12 CONSTRUCT CURB PER DETAIL 12 ON SHEET C-1. SALVAGE IRRIGATION EQUIPMENT AND RETURN TO CITY. SEE LANDSCAPE PLANS IRRIGATION PLANS. 14 RELOCAlE BACKFLOW PER LANDSCAPE PLANS IRRIGATION PLANS. 15 REMOVE EXISTING CURB/CONCRETE GUTTER ro NEAREST EXPANSION JOINT. 16 INSTALL 12" BROOKS INLET. SEE DETAIL 16 ON SHEET C-1. 17 CURB/FENCE PER LANDSCAPE PLANS. 18 CONSlRUCT V-DITCH PER DETAIL 18 ON SHEET C-1. CONSlRUCT ff -ri' CURB lRANSITION. CONSlRUCT CURB ACCESS RAMP PER DETAIL 20 ON SHEET C-1. SAWCUT RO/>DWAY & REMOVE EXISTING CURB AND PAVING AT NEAREST JOINT. REPAIR CONCRETE ROADWAY PER STD 105-L-E. --I - -I --I --■ GRAPHIC SCALE 10 0 5 10 20 I .-. I I I I ( IN J'EET ) 1 inch = 10 ft. I RECORD SETI Sunset View Park 100 Superior Avenue Newport Beach, CA Qllnt lhe City of Newport Beach z CII C ·-C C t:I C) -0.. -C CII ·-Ill Cf) QI 'V C t:I w .a .. ::, - 0 QI .. ::, .. .. QI .. 1--·-.c .. .. t:I D.. QI 0.. t:I .. Ill w 'V C t:I Consultant 0 " " ~ "' "' "' ~ ~ "' -0 ~ "' '() ~ ~ 0 "' ~ 0 0 "' s oci g: ~ -0 ~ "' '() ,_ ,_ -"' 0 '() .;; "' <) 0- <) " .-C • C -0 1 ~ ,l' 0 "' j ,; V, " ! Jl! C V, • u I • C " 1 1;; ..8 °' ~ "' 0-"' E 8 c ·f l I Revisions By Date RatClySIJmtllll .I.B 08.21.14 DCD&J:lrnllll .I.B 06.06.14 1cm co &.lbmllllll .I.B 08.28.14 APPROVAL RECOMMENDED: Senior Civil Engineer Contract Number C-5443 City Drawing No. P-5229-S Design Staff LS Project Manager JB Principal Rv Precise Grading Plan LO ~ ~ ~ ~ I§ lhaaa aBIIW'Q8 n hBNrlnl d 8aWll. EPlllE9a\l nl llllllt1 0 ~ 11~__,anci0Cl'l'ffllftllW .'llllllllglldDbll O ·5 clllMIIIR ,_dllbll oontnd.._,ln llfllrmlll. ~ aJ '1119/,IICll'aalC1-=ll>a'NJClpMVll1h:IUlfntal:llltll IMIWI .!f Jn'llldil1d dldlmd,lhlllchMt'Ql•nd10bt.-ciln1Q C ~• _ ... ..._. .... _ a.. J:\E13-500\E13-506 Sunset View Park\CAD\Xrefs\Images\rvanderwood_signature.jpg C - PG-2 J, / I ✓ , -,, -, I ,,,,,,,,✓ /. -. -I -(_) ( ~ 2 Ft=HP ~ ~ ---I -- I ~ I I I ::t / <. •If 'l:! ~~ ~I e- 75---L 7 . ----rL-74.85 ~~~F:.:,S ___ _.. f14§i TW ONGR TE~ SLOPE ~ ---7T:3---_.:.;::,..._ _ __ FG 073.?< TG TURF ---- I blMIIS_Of GRADING --I --I --I HOAG COGEN ERA TION PLANT REQUIRED INSPECTIONS 1. A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WllH lHE FOLL0\\1NG PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR lHEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT lHE MEETING. 2. A PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF lHE SUB-GRADE PREPARATION FOR lHE PAVING WllH lHE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTORS, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY GRADING ENGINEER OR lHEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT lHE MEETING. GENERAL NOTE 1. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. 2. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 3. A ST AMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 4. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. 5. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 6. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER. 7. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 8. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE. NBMC 17.32.020. Jun 19, 2015-3:29PM P:\114.422\Pleclse Gradlng\422-PG.DWG X 0 _) ---- PA PROPOSED CONTOUR EXISTING CONTOUR SET FG 6" BELOW TOP OF CURB (TYP.) _) I --- 70.30 FS-GB CONSTRUCTION CONTRACTOR AGREES lHAT IN ACCORDANCE WllH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR \\1LL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING lHE COURSE OF CONSTRUCTION OF lHE PROJECT, INCLUDING SAFETY OF ALL PERSONS ANO PROPERTY, lHAT lHIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURlHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIAIBILITY, REAL OR ALLEGED, IN CONNECTION WllH lHE PERFORMANCE OF WORK ON lHIS PROJECT, EXCEPTING LIABILITY ARISING FROM lHE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL LICENSED CIVIL ENGINEER~ARCHITECT lHAT PREPARED lHE DRAINAGE PLAN SHALL CERTIFY AT lHE COMPLE ON OF lHE PROJECT lHAT lHE SITE DRAINAGE IS IN SUBSTANTIAL COMPLIANCE WllH lHE APPROVED DRAINAGE PLAN. of' ~ 6~'4 TC 69.45 FS NOTE: EXISTING CURB PRECISE GRADING CONSTRUCTION NOTES CONSTRUCT 4" THICK PCC SIDEWALK PER LANDSCAPE PLANS. CONSTRUCT MOW CURB PER LANDSCAPE PLANS. INSTALL 12" AREA DRAIN, NDS 1212 OR EQUAL PER DETAIL 3 DN SHEET C-1. INSTALL 1 t' ATRIUM DRAIN, NDS 1280 OR EQUAL PER DETAIL 4 ON SHEET C-1. JOIN EXISTING SIDEWALK PER DETAIL 6 ON SHEET C-1. REMOVE EXISTING V-DITCH. WALLS/STAIRS PER LANDSCAPE Pl.ANS. REMOVE TO NEAREST EXPANSION JOINT AND RECONSTRUCT 4" THICK PCC SIDEWALK CITY OF NEWPORT BEACH DWG. NO. STD-180-L 10 PROTECT IN PLACE 11 INSTALL RELOCATED SIGN PER LANDSCAPE PLANS. 12 CONSTRUCT CURB PER DETAIL 12 ON SHEET C-1. SALVAGE IRRIGATION EQUIPMENT AND RETURN TO CITY. SEE LANDSCAPE PLANS IRRIGATION PLANS. RMCATE BACKFLOW PER LANDSCAPE PLANS IRRIGATION PLANS. 15 REMOVE EXISTING CURB/CONCRETE GUTTER TO NEAREST EXPANSION JOINT. 16 INSTALL 1 t' BROOKS INLET. SEE DETAIL 16 ON SHEET C-1. 17 CURB/FENCE PER LANDSCAPE PLANS. 18 CONSTRUCT V-DITCH PER DETAIL 18 ON SHEET C-1. CONSTRUCT 6" -rt CURB TRANSmON. CONSTRUCT CURB ACCESS RAMP PER DETAIL 20 ON SHEET C-1. SAWCUT ROADWAY & REMOVE EXISTING CURB AND PAVING AT NEAREST JOINT. REPAIR CONCRETE ROADWAY PER STD 105-L-E. CONTRACTOR TO REMOVE UPPER 3" OF UNSUITABLE MATERIAL FOR ENTIRE SITE AND DISPOSE OF OFFSITE. CONTRACTOR TO REMOVE UPPER 2' OF UNSUITABLE MATERIAL FROM AREA SHOWN AND AS DESCRIBED IN THE REPORT FROM SOIL AND PLANT LABORATORY, #14-042-0003, DATED FEBRUARY 10, 2014, AND DESPOSE OF OFFSITE. CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. GRAPHIC SCALE 10 0 5 10 20 I - -1-1_1-----ll ( IN FEET) 1 inch = 10 fl I RECORD SETI Sunset View Park 100 Superior Avenue Newport Beach, CA Qllnt lhe City of Newport Beach z C) Cf) w 0 1-- D.. w CII C ·-C C t:I -0. -C CII ·-Ill QI "V C t:I .a .. ::, -QI .. ::, .. .. QI .. ·-.c .. .. t:I QI 0. t:I .. Ill "V C t:I Consultant 0 " " ~ "' "' "' ~ ~ "' .,; ~ "' '() ~ ~ 0 "' ~ 0 0 "' s 'O g: ~ .,; ~ "' '() ,_ ,_ -"' 0 '() .;; "' <) 0- <) " .-C • C -0 1 ~ ,l' 0 "' j ,; V, " ! Jl! C V, • u I • C " 1 1;; ..8 °' ~ "' 0-"' Sb.ii.ii -· -t..,iiiii,L& 7liio""" E 8 c ·f l I Revisions By Date RatClySIJmtllll .I.B 08.21.14 DCD&J:lrnllll .I.B 06.06.14 11XaCO&bnllllll .I.B 06.28.14 APPROVAL RECOMMENDED: Senior Clvll Engineer Contract Number C-5443 City Drawing No. P-5229-S Design Staff LS Project Manager JB Principal RV Precise Grading Plan ll) ~ ~ ~ jj __ .. _., __ ...,_ i I 11~"1Mllyandc:arrnanlM _,.Vlltll9gildbbll 8 ~ davQlarlld ,_dlabB Cll'lllndlMhln llfl:maa. h::ut1'I ::, _.., _____ .... ,. .. -... l ~a;i "MW, ID'Slll(Jladt>atio~wltnJl'lhllobllrrG .-, pamllab'lnlo::na,tfcmEP1'1Bl(l,I, J:\E13-500\E13-506 Sunset View Park\CAD\Xrefs\Images\rvanderwood_signature.jpg C - AD-1 UMIIS--0 ~ •---GRADING , I , , I / , / I I /2 , /2 ----I fi ------/; /2 , _.,.-/ ' , , ' I ' , ' I , ' , J, , ' , ' I ' , / / / / / / ' ' ' / Jun 19, 2015-3:3<J'M P:\114.422\PleclsaGradlng\422-PG-AD.OWG '\~ I..: r ,, ,,;--, ,, Go, ,,,,,,"' r / I , ,' ,< ,, I (_ ',,,,',,,, JJ I__) 0 __) EX~\ TING \ ESID ~N Tl 'A-L ~ ', ~\ ")(\ , , ()3) 0 9:::=i □ ( ILLA B I @ CCESS ROAD ~~~~tt~::;:::::=======::::;;;;;;;;;;--;;--;-~=-_. (74) , , I NOTE: I , , L=25.4' 30 5=1.0% HOAG COGEN ERA Tl ON PLANT CONTRACTOR IS TO STUB ALL AREA DRAIN LINES ABOVE GRADE. FINAL SETTING OF CATCH BASINS WILL BE DONE DURING LANDSCAPE FINISH GRADING UNDER REVIEW OF LANDSCAPE ARCHITECT. ALLOW FOR ADJUSTMENTS HORIZONTALLY AND VERTICALLY. IF SPACE ALLOWS, EDGE OF CATCH BASIN TO EDGE OF HARDSCAPE SHALL HAVE A MIN. CLEARANCE OF 36". SQUARE CATCH BASINS ARE TO BE SET LEVEL AND PARALLEL TO NEAREST HARDSCAPE ELEMENT. L=91.2' 30 S=1.0% AREA DRAIN CONSTRUCTION NOTES (PER SEPARATE PERMIT) PROTECT IN PLACE INSTALL 4" SOR 35 PVC AREA DRAIN PIPE. INSTALL 6" SOR 35 PVC AREA DRAIN PIPE. CONNECT TO DRAIN INLET. LBOA, ,~ I I I I I I I\_(:) 0 I LIMITS OF I ~· ~--· ~ ~~===~. ------ 1 __ L--------,----\___ I \._,, '-._,/ '-../2 I I GRAPHIC SCALE 10 0 5 10 20 I .-. I l~I I (JNFDT) 1 inch = 10 ft. I RECORD SETI Sunset View Park 100 Superior Avenue Newport Beach, CA Qllnt lhe City of Newport Beach z C) Cf) w 0 1-- D.. w CII C ·-C C t:I -0.. -C CII ·-Ill QI "V C t:I .a .. ::, -QI .. ::, .. .. QI .. ·-.c .. .. t:I QI 0.. t:I .. Ill "V C t:I Consultant Sb.ii.ii -· -t..,iiiii,L& ~ Revisions By Date RatClySIJmtllll .I.B 08.21.14 DCD&J:llnllll .I.B 06.06.14 1cm co &.lbmllllll .I.B 08.28.14 APPROVAL RECOMMENDED: Senior Civil Engineer Co,,bact Number C-5443 City Drawing No. P-5229-S Design Staff LS Project Manager JB Principal Ri/ Area Drain Plan LO ~ ~ ~ ~ I§ lhaaa aBIIW'Q8 n hBNrlnl d 8aWll. EPlllE9a\l nl llllllt1 0 ~ ll~lmlllyanci0Cl'l'ffllftllW .'llllllllglldDbll O ·5 clllMtalR ,_dllbll oonllhldlhnhln llfllrmlll. ~ J,ft'llldil1d dldlmd,lhlllcnM"Qll•nd10btan:iln1Q C Ojl '1119/,ncraa1C1-=11>a'NJCISB1¥111h:1U1fntal:llltlllMIWI .!f ca _..,_fl<ln_ a.. ~ J:\E13-500\E13-506 Sunset View Park\CAD\Xrefs\Images\rvanderwood_signature.jpg C - EC-1 POLLUTION PREVENTION NOTES (May 1 through September 30) Dry Season Requirements (October 1 through April 30) Wet Season Requirements - ----- -- NOTES: AREA DRAIN SECTION AREA DRAIN PLAN TYPICAL SECTION v{-~x~x~x-........ , _ J ~--2 BAGS MIN. ~ EROSION BAGS Lt r r r r l TYPICAL fl EVAJJON 1. GRAVEL BAGS ARE ENCOURAGED OVER THE USE OF SANDBAGS AND MAY BE REQUIRED IN AREAS WHICH ARE PARTICULARLY SENSITIVE TO SEDIMENT DEPOSITION. 2. PLACE EROSION BAGS TO COVER TOP OF AREA DRAINS IF RAIN IS EXPECTED PRIOR TO THE LANDSCAPE INSTALLATION. EROSION CONTROL DETAILS N.T.S. Jun 19, 2016-3:29PM P:\114.422\Pleclse Gradlng\422-EC.ONG ,/ ( CONTRACTOR SHAL OCATE STABILIZED CONSTRUCTION ENTRANCE AND GATE TO SUIT~'--::;'~-~~, CONSTRUCTION PHASING. (7') EROSION CONTROL CONSTRUCTION NOTES @--PROTECT IN PLACE EXISTING IMPROVEMENTS. !( ' \..... ' @--INSTALL 6' CHAIN LINK TEMPORARY CONSTRUCTION FENCE WITH SCREEN AS SHOWN ON PLAN. §= INSTALL SANDBAGS, MINIMUM 2 HIGH AS SHOl'IN ON PLAN. INSTALL STABILIZED CONSTRUCTION ENTRANCE PER CSQA BMP TC-1. INSTALL SILT FENCE PER CSQA BMP SE-1 IF CONSTRUCTION OCCURS DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. I ✓ I I I l ' ' " "-~~ I ', ' c ---------------- 1......, '-" - In order to meet the requirements of the Notional Pollutant Discharge Elimination System (NPDES) program for construction, construction contractors shall install and maintain appropriate Best Managment Practices (BMPs), as shown In the Erosion and Sediment Control Plan, on all oonstructlon projects. BMPs shall be Installed In accordance with Industry recommended standards, and(or In accordance with any General Construction Permit issued by the state for the project to proven any discharges from the project site or into any storm drain facilities. All sediments, construction materials, cfebris and wastes, and other pollutants must be retained on site and may not be transported from the site via sheet flow, swales, area drains, natural drainage courses, wind, or vehicle tracking. Under direction of the Engineer of Record, erosion and/or sediment control devices slhall be modified as needed as the project progresses to ensure effectiveness. DRY SEASON REQUIREMENTS SPECIFIED BMPs BMP Detall(s) A. Wind erosion BMPs (dust control) shall be Implemented. WE"-1 B. Sediment control BMPs shall be Installed and maintained at all WE"-1 operational storm drain inlets internal to the project. C. BMPs to oontrol off-site sediment tracking shall be Implemented SE-1O and maintained. D. ~ropriate waste manoiement and materials pollution control WM-8, IW-9 s slhall be implemen ed to prevent the contamination of stormwater by wastes and construction materials. E. Appropriate non-stormwater BMPs slhall be mplemented to NS-1, NS-3, NS-12 prevent the oontamination of stormwater from construction activities. F. Deplo)1'1lent of cermanent erosion control BMPs !physical or EC-1 vegetation) sha I commence as soon as practico on slopes that are completed for any portion of the site. Standby BMP materials slhall not be relied upon to prevent erosion of slopes that hove been completed. NOTE 1: There shall be a "weather triggered" action plan and the ability to deploy standby sediment control BMPs os needed to completely protect the exposed portions of the site within 48 hours of a predicted storm event (a predicted storm event is defined as a forecasted 50% chance of rain). NOTE 2: Sufficient materials needed to install standby sediment control BMPs (at the site perimeter, site slopes and operational inlets within the site) necessary to prevent sediment discharges from exposed portions of the site shall be stored on site. Areas that have already been protected from erosion using ph yslcal stabilization or established vegetation stabilization BMPs as described In item F above are not oonsidered • exposed" for purposes of this requirement. WET SEASON REQUIREMENTS SPECIFIED BMPs IN ADDITION TO DRY SEASON REQUIREMENTS BMP Detall(s) A. Sediment control BMPs shall be Implemented at the site SE-1, SE-6, SE-1O perimeter, at all operational storm drain inlets and at all non-active slopes, to ~rovide sufficient protection for storms likely to occur during e rainy season. B. Adequate phrilcal or Ye9etatlon erosion control BMPs f temporary EC-5 or permonen ) shall be installed and established for al completed slopes prior to the start of the rainy season. These BMPs must be maintained throughout the rainy season. If o selected BMP falls, It must be repaired and Improved, or replaced with an acceptable mtemate as soon as it is safe to do so. The failure of o BMP ma1 indicate that the BMP, as installed, was not adequate for he circumstances in which it was used. Refioirs or replacements must result in o more robust BMP, or addi ionol BMPs slhould be installed ta provide adequate protection. C. The amount of exposed soil allowed at one time slhall not exceed EC-1 that which con be adeq_uately protected by deploying the referenced standby erosion control and sediment control BMPs prior to o predicted rainstorm. D. A disturbed area that is not completed but that is not being SE-6, SE-7, SE-1O actively graded (non-active area) shml be fully protected from erosion with the referenced temporary and/or permanent BMPs (erosion and sediment control). The ability to deploy standby BMP materials is not sufficient for these areas. Erosion and sediment control BMPs must actual~ be deployed. This includes all building pads, unfinished roads an slopes. E. Sufficient materials needed to install referenced standby erosion SE-6, SE-7, SE-1O and sediment control BMPs necessary to comlletely protect the exposed portions of the site from erosion on to prevent sediment discharies slholl be stored on site. Areas that hove already been pro ected from erosion usi'li permanent physical stabnization or established vegetation sto ihzation BMPs ore not considered •exposed" for purposes of this requirement. I hereby certify t have read and understand the requirements in the Construction Runoff Guidance Name: 9..-trrat the e osion cont plans and BMPs shown hereon ere in compliance with these RCE/ PE Number: 6B466 gency, the responsible person to be contacted slholl be: -------------Title: ______________ _ Company: ___________ _ 24-Hr. Phone No.: ________ _ I RECORD SETI Sunset View Park 100 Superior Avenue Newport Beach, CA Qllnt lhe City of Newport Beach z CII C ·-C C t:I C) -0.. -C CII ·-Ill Cf) QI "V C t:I w .a .. ::, - 0 QI .. ::, .. .. QI .. 1--·-.c .. .. t:I D.. QI 0.. t:I .. Ill w "V C t:I Consultant 0 " " ~ "' "' "' ~ ~ "' -0 ~ "' "<) ~ ~ 0 "' ~ 0 0 "' s 'O g: ~ -0 ~ "' "<) ,__ ,__ -"' 0 "<) .;; "' <) <>- 1.1 " .-C • C -0 1 ~ ,l' 0 "' j ,; V, " ! Jl! C V, • u I • C " 1 1;; ..8 °' ~ "' <>-"' Sb.ii.ii -· -t..,iiiii,L& 7liii"""' E 8 c ·f l I Revisions By Date RatClySIJmtllll .I.B 08.21.14 DCD&J:lrnllll .I.B 06.06.14 11XaCO&bnllllll .I.B 06.28.14 APPROVAL RECOMMENDED: Senior Clvll Engineer Conb'act Number C-5443 City Drawing No. P-5229-S Design Staff LS Project Manager JB Principal RV Erosion Control Plan ll) ~ ~ ~ jj TI1811chllllr'Olnhllumad--.~n11911tl 11~"1Mllyandc:arrnanlM _,.Vlltll9gildbbll dalqarlld ,_dlabB Cll'lllndlhnhln llfl:maa. h::ut1'I Jn1lld Ent ddllzad, n-lhN'UI • nctt>l::e.-d lnQ "MW, ID'Slll(Jladt>atio~wltnJl'lhllobllrrG .-, pamllab'lnlocna,tfQnEP1'1Bl(l,I, I 1 l I / / / / / / / / / , / / / Jun 19, 2015 -10:56AM J:\E13-500\E13-506 Sunsatv1ew Park\CAD\Sheets\CD\L1 .01 Construction Plan.dwg I EXISTING BUILDING I (70) (Hoag Cogeneration Plant) I\C:) ( (73) Turf I ABBREVIATION LEGEND SYMBOL DE:SCRIPTION Ci_ Center Una F.O.W. Face of Wall F.G. Finish Grade F.O.B. Face of Building o.c. On Center P.A. PmtlngNea. It Property Lina lYP. Typical r:. Align with Parallel Face V.I.F Verify in Field L.O.W UmttofWork P.I.P Protect in Place EQ. Equal cs Companion Seating / 0 >( / FIREA ess ~D CONSTRUCTION REFERENCE LEGEND ITEM DESCRIPTION DETAIL 0 Existing Utilities (P.I.P.) Refer to Dry Utlllly Plans 0 Existing Pilaster & Gate to Remain (P.I.P.) - 0 Existing Curb to Remain (P.I.P.) - 0 Existng Concrete Drainage Channel (P.I.P.) - 0 Existing Fenoa (P.I.P.) - 0 Existng Concrete Slape to Remain (P.I.P.) - 0 New Irrigation Equipment Refer to lnfgatlon Plans 0 Area.Drain RerertoCMI A Eng. Plans 0 Drain Inlet /1\ Refer to Civil Eng. Plans , ® ~ ... ... ... ------. . ,. . . J DMrT -l\o. ,.. ,.. ,.. . . . . . A A A ,, A • @ l'l::cessible Ramp RefertoCMI Eng. Plans / 0 \ I I /4 6 0 I I Turf I SITE AMENITIES LEGEND / / / / / / / PA For matartals, colors, finishes and models, see Master Construction l.agsnd, Shaats L1.02 ITEM DESCRIPTION DETAIL I SA-1 I Trash Recep1acle - ISA-2 I Pet Waste Dispenser Dalal H, Sheet L1.03 ISA~I Bench Pad and Anchonng Detail C, Sheet L1.04 WALL, STAIR & FENCE LEGEND For matartals, colors, finishes and models, see Master ConstrucHon l.agsnd, Shaats L1.02 ITEM DESCRIPTION DETAIL I W-1 I Stair Handrail Delail I, Sh881 L1.03 I w-21 Corx:rete Steps with Cheekwall DelallA&B, Sh881 L1.04 / " " " EXISTING " " RESIDENTIAL " " AREA " " (Villa Balboa) " "'✓ "-- 0 I ,~ er ,~ ~ --------/ ------/ I PAVING LEGEND For materials, colors, finishes and models, see Master Conslruetion l.agsnd, Sheets L 1.02 ITEM DESCRIPTION /1\ DETAIL [EJ i, ... ... ... ... ... ... ... ... . . ) Integral Colored Concrete P!Mng -. A • • • CE] lnle{Jral Colored Concrete P!Mng DelailA, with Seeded Ag'16Qate Firish Sheet L1.03 cm Sawcut Joint DetallC, Sheet L1.03 [EJ Expansion Joint Detail B, Sheet L1.03 [§] Concrete Mowcurb Detall C, Sheet L1.04 CE] Curb at Existing Concrete Slope Detall G, Sheet L1.03 [EJ Relocaled Park Sign - 0 5 10 20 Feet I RECORD SET Sunset View Park 100 Superior Avenue Newport Beach, CA Client The City of Newport Beach z O'I C ·-C C Cl -0.. CJ -C O'I ., GI Cf) "V C Cl w .A .. ::, 0 GI .. ::, .. .. GI .. 1--·-.c .. .. Cl D.. GI 0.. Cl .. ., w "V C Cl - Consultant Revisions First City Submittal 90% CD Submittal 100% CD Submittal & Delta '/>i 0 ts ~ " "' "' ~ al "' .,; a! "' '0 ~ ~ 0 "' ~ 0 ~ t1 .,; "1 ~ 0-.,; a! "' '0 ,-. ,-. 0 "' -;. <> N 0-cl cl c' .-~ C l ~ .f 0 "' -~ ,; " "' 0 " 1 ~ J! C • u j t ~ l .. l ~ I N ~ By Date JLB 03.21.14 JLB 05.05.14 JLB 06.26.14 JLB 10.10.14 APPROVAL RECOMMENDED: ~~o Senior Civil Engineer Contract Number City Drawing No. Design Steff Project Manager Principal C-5443 P-5229-S LS JB RV Construction Plan These ctawings are inBlrumenlB of aervk:8. EPTDESICN 5haJI Jalain all copyrights. statutay and ccrnmon law right with regard to these drawings m the designs conlalned therein In all faITl'lOOl, lndudh;J ~rted and digitiz8d. Thew chwing5 IY8 rot to be altered in any way, nor assigned to a third p!l"ly witllout first obtaiifll wrillEn parmlsslonmd coosant from EPTDESIG\I, LO CONSTRUCTION NOTES 1. This plan Is for tile purpose of horizontal control (staking) of constructkm features not located by tile project cMI engineer or architectural drawings !lld for construction reference of site constructlon features detailed herein. 2. Refer to cMI drawings for the vertica control of all construction features and for tlhe horizontal control of all walks and construction reference of features not designated herein. 3. All dimensions are staked perpendicular or paralel, unless otherwise indicated. 4. Refer to cMI pm for al waterproollng and drainage speclflcatlons. 5. All accessibiity references shall comply to 'California litle 24" requirements. 6. Ensure that fine grades have been set correctly pnor to installing walks, footilgs, walls, and other structures. 7. Conform work to requirements of latest adopted edition of unifon'n building code and other applicable loca and state codes. ordinances and regulations. 8. Dimensions indicated on drawings are taken from outside face of walls, paving, curbs, etc. unless indicated otherwise on drawings, 9. AutoCAD 2012 fie of the base are available to supplement tile dimensions shown on the plan. 10. Where confiicts occLJ" between general construction notes, drawings and actual fiek:l conditions, notify owners authorized representawe for clarification. Failure to provide such notification may make contractor liable for costs incurred to rectify tile clscrepancy. 11. The contractor shall not willfully proceed witll construction operations when It is obvious tllat unl<nown obstructions and grade differences exist that may not have been l<nown during the design process. The contractor shall immediately bnng such conditions to tile attention of owners authonzed representative for resoution. The contractor shall assume full responsibility for costs incurred and required modifications me to ack of providing such notification. 12. Coorclnate whh other consullants' work to propeny execute contractor's work. 13. Ensure that drain lines, eleclrica conduits, sleeves, etc., are in placa pnor to installalion of paving and walls. 14. Replace or raper existing matenals that are damaged by contractor dunng construction operations. 15. Paving, sealant and wal moclH"s are required-refer to specffication for complete mock-up onteria. 16. Ensure that curved edges have smooth and contlnuous curves. 17. Venfy propenly and limit-of-work lines poor to commencing work. 18. Refer to city and county standards for standard plans and specifications where applicabie. Jun 19, 2015 -10:31AM J:\E13-500\E13-506 Sunsetv1ew Park\CAD\Sheets\CD\L1 .02 Construction Legend.dwg PAVING LEGEND A ITEM DESCRIPTION /1\ MANUFACTURER MATERIALJMODEL COLOR FINISH , ; V V V V V V V DavisvCotclrs: #5237 [EJ \._I~~ ~a~ Oo~crete P~ng _ NIA Poured In Pace Concrete llan.Dieoo Buff _ Topcast03 --. . . . . . . . . . . ---------- Integral Colored Concrete NIA Poured In Pace Concrete Davis Colors: #5237 San Diego Buff - [HJ Concrete Paving witll KRCRook Ya·-¼· Hand Seeded Seeded Aggregate Aggregate Letty fr,lan (751) 7 44.1036 SeededAggegate Birdseye Brown 95% Coverage §] Sawcut Joint NIA --- [EJ Expansion Joint NIA ¼" Foam Filler With Joint Cap Sealant to malch Ught Sand finish on and Mastic Sealant concrete color sealant [HJ Concrete Mowcurb NIA Poured In Pace Concrete Natural Gray Grace Top Gast 03 [§] Curb at Existing Concrete Slope N/A Poured In Pace Concrete Natural QB)' Graoa Top Gast 03 [EJ Reloceted Perk Sign NIA --- NOTES 1. Refer to Specifications for additional information. 2. Contractor to provide (2) 4'x4' mock-ups witl1 (2) finishes each for Owner and Landscape Architect review. 3. Refer to CMI Engi,-'s Plans for additional information. 4. Submit sample and product cut sheet to Owner and Landscape Architect for approval. 5. Submit concreta mix design to Owner and Landscape Architect for approval, SITE AMENITIES LEGEND ITEM DESCRIPTION MANUFACTURER MATERIAL/MODEL COLOR I SA-1 I Trash Receptacle QuickCrete Trash Receptece: ClRCAl..3136W Trash Reoeptade: P9-T3 -Arroyo Bnan Golz (951.737.6240) Lid: H-Dome #H-31-F Lid: Back Fbergass Dispenser D□ggie Walk Bags Outdoor Dispensers -MaJfln Blue 005-Blue (949) 200.1148 Dlspensar ISA-21 Pet Waste Dispenser Post liJng ArchitecllJal Metals or Equal 2' x 2" Metalized Tubula" Steel Match RAL -6019 Grey Brown (800) 542.2379 Per Plan Post Cap liJng ArchitecllJal Metals or Equal 21<2' (DeGasQ Item# 18-807-D Match RAL -6019 Grey Brown (800) 542.2379 Square PJuminum Newel Post Cap Bench QulckQete Steel Reinforced Corcrele P9-T3 -Arroyo ISA-3 I Bench Pad and Bnan Golz (951.737.6240) Q1R.EX72B Anchonng Davis Colors: #5237 Concrete Pad NIA Pour-in-Place Concrete San Diego Buff NOTES 1. Refer to specffications for additional information. 2. Contractor shall submit shop drawings for approval by Owner and Landscape Architect prior to construction. 3. Install per manufacturer recommendations. WALL, STAIR & FENCE LEGEND ITEM DESCRIPTION HEIGHT MANUFACTURER MATERIAL COLOR Post 2'-10'' Custom Galvanized Tube Steel Per Plan - I W-1 I Stair Handrail Rall NIA Galvanized Tube Steel Per Plan Low Sheen Paint: RAL -6019 Grey Brown Skate Deterrent Custom Galvanized Steel Low Sheen Paint: RAL -6019 Grey Brown Gast-in-Place Stat N/A Gast In Pace Concrete Davis Colors: #5237 I W-2 I Concrete Steps wllh San Diego Buff Cheekwall Davis Colors: #5237 Cheei<Nall NIA Gast In Pace Concrete San Diego Buff NOTES 1. Refer to spec~icatlons for addfflonal lnformatlon. 2. Submit sample for approval by Owner and Landscape Archheot poor to oonstructicn. 3. Contractor shall submit shop ctawings for approval by Owner and Landscape Architect prior to construction. 4. Contractor shall provide a mock-up for approval. 5. Refer to Precise Grading Plans prepared by Urban Resource for all top of wall and top of footing elevations. PATTERN JOINTING NOTES DETAIL V V V V V ' -Sawcut 1, 2, 3, 5 -----------------• Per Plan Sawcut 1, 2, 3, 5 DelallA, SheetL1.03 -NIA Per Plan NIA 1, 2 Delall C, SheetL1.03 NIA NIA 1, 2 Delall B, Sheet L1.03 Per Plan and Delall Score 1, 3, 5 Detail C, Sheet L1.04 Per Plan and Delall Score 1, 3, 5 Delall G, Sheet L1.03 --- - FINISH NOTES DETAIL Santa Fe Sanclllast 1, 2 with Standard Gloss Sealer - Rnlsh per manufacll.rer's specifications Zinc Coated and Painted 1. 2 Detail H Sheet L1.03 Zinc Coated and Painted Santa Fe Sandblast witll Standard Gloss Sealer Delall D, 1, 2, 3 Sheet L1.04 HErld Seeded Aggregate FINISH NOTES DETAIL Coat Inner lnlng with voe corrosion Inhibitor One coet rust 1, 3, 4, 5 Detail I, inhibhor/fwo Coats Paint Sheet L1.03 One coet rust Inhibitor/Two Coats Paint Light Sanclllast 1, 3, 4, 5 DelallA&B, Sheet L1.04 Ught Sanclllast I RECORD SETI Sunset View Park 100 Superior Avenue Newport Beach, CA Client The City of Newport Beach z O'I C ·-C C Cl CJ -0.. -C O'I ., GI Cf) "V C Cl w .A .. ::, 0 GI .. ::, .. .. GI .. 1--·-.c .. .. Cl GI 0.. 0 l's ~ ... "' "' ~ al "' .,; a! "' '0 ~ ~ 0 "' ~ 0 ~ t1 .,; "1 ~ 0-.,; a! "' '0 ,-,- 0 "' -;. <> N 0-cl cl c' .-~ C l ~ .f 0 "' -~ ,; " "' 0 " 1 J! C ~ D.. • Cl u j t .. ~ ., l .. l w "V C ~ I Cl N -~ Consultant Revisions By Date First City Submittal JLB 03.21.14 90% CD Submittal JLB 05.05.14 100% CD Submittal JLB 06.26.14 APPROVAL RECOMMENDED: Senior Civil Engineer Contract Number City Drawing No. Design Staff Project Manager Principal C-5443 P-5229-S LS JB RV Construction Legend These ctawings are inBlrumenlB of aervk:8. EPTDESICN 5haJI Jalain all copyrights. statutay and ccrnmon law right with regard to these drawings m the designs conlalned therein In all faITl'lOOl, lndudh;J ~rted and digitiz8d. Thew chwing5 IY8 rot to be altered in any way, nor assigned to a third p!l"ly witllout first obtaiifll wrillEn parmlsslonmd coosant from EPTDESIG\I, LO G I 0 0 0 6' 0 ' ' .. • ' ' • •, • • . i ., ' ~A ' Concrete Curb at Existing Concrete Slope with Fence Scale: 1 1 ~ = 1 '-0' 1/411 £ a 112• SQ, BASE ENLARGEMENT -NTS R3' 7' +"' 3" + R3' 1/2' ~ z ~ ., EQ, EQ, 11-01 DIA. Stair and Ramp Handrail Scale: 1'=1'-0' 3' 1. 1 ½" x ½" SOLID STOCK HAND RAIL 2, ¾" SQ, SOLID POST EXTENSION -WELD TO TOP OF 11!' SQUARE STEEL POST 3. 11!' SQUARE TUBULAR STEEL POST -SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION 4. CUSTOM B/>SE 5. ADJACENT CONCRETE PAVING -REFER TO PLANS 6. COMPACTED SUBGRADE PER Cl1Y STANDARDS 7. OONCRETE FOOllNG 8. ¾" SQ X 1 ½" SQ SOLID STOCK STEEL BAR WELDED TO RAILAT 4' O.C. NOTES: A. All WIELDS SHALl BEX." FILLET WIELDS - GRIND ALL WELDS SMOOTH B. REFER TO MASTER CONSTRUCTION LEGEND FOR COLOR AND FINISH C, CONTRACTOR SHALl SUBMrf SHOP DRAWINGS FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO FABRICATION D. CONTRACTOR TO PROVIDE MOCK-UP FOR APPROVAL BY THE LANDSCAPE ARCHITECT 8 7 Constr. Legend Ref. I w-1 I Jun 19, 2015 -10:34AM J:\E13-500\E13-506 Sunsatv1ew Park\CAD\Shaats\CD\L1 .03 Construction Datails.dwg 7 R6" 4 Plan View 1 2 0 3 f---- Front View Section Pet Waste Dispenser Scale: 3/4'=1 '-0" 1. PIP CONCRETE CURB 2. 1/4" RADIUS, 1YP 3. (3) #4REBARAT6'', CONT. 4. COLD JOINT 5. TOP OF ADJACENT CONCRETE SLOPE 6. ADJACENT WIRE FENCE WITH MET AL POST 7. FINISH GRADE 8. CEMENT SWRRY Fill PER GEOTECHNICAL REPORT 9. COMPACTED SUB-GRADE PER Cl1Y STANDAADS NOTES: A REFER TO MASTER CONSTRUCTION LEGEND FOR MA TERV\L COLOR AND FINISH B. REFER TO CML PLANS FOR FINISH GFWJE C. REMOVE FORMS AND SMOOTH TROWL FINISH. APPLY TOP CAST 03 FINISH TO A MINIMUM OF 6'' BELOW FINISH GFWJE Constr. Legend Ref. [EJ 1. POST CAP -MATCH FENCE POST CAP 2. DOG BAG DISPENSER-F/>STEN TO POLE WITH (2) ANCHOR BOLTS PEA MANUFACTURER'S RECOMMENDATIONS 3. 2' SQUARE STEEL POST 4. CONCRETE FOOTING -SLOPE TOP OF FOOllNG TO ORAN 5. CONCRETE PAVING -SEE CONSTRUCTION LAYOUT PLANS 6. FINISH GFWJE 7, COMPACTED SUBGRADE PER crrv STANDAADS NOTES: A. CONTRACTOR SHALL REFER TO MASTER CONSTRUCTION LEGEND FOR ALL MODIEL NUMBERS, COLORS AND FINISHES B. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR APPROVAL BY OWNER/LANDSCAPE ARCHrfECT C. CONTRACTOR SHALL ~VE LANDSCAPE ARCHrfECT TO LOCATE PRIOR TO INSTALLATION D. ALL CONNECTIONS SHALL BE PAINTED TO MATCH POST ~ 1 '--0' DL'I. l , MIN. ' 7 1'-6'' MIN. SEE CONSTRUCTION PLANS 5 Constr. Legend Ref. I SA--2 I 21/2TIMES ROOTBALL D~. 1 , CROWN OF SHRUB TO BE PLANTED 1" ABOVE FINISH GRADE 2. EARTH WATERING BASIN, NO LARGER THAN ROOTBALL RAKE OUT I'S DIRECTED 3. FINISH GRADE 4. ROOTBALL 5. Pl.ANT TABLETS, REFER TO SPECIFICATIONS 6. PREPARED BACKFILL MIX PER SPECIFICATIONS 7. UNDISTURBED SOIL. SCARIFY SIDES AND BOTTOM OF Prf D 1----------® Shrub Planting Scale: NTS - 1u11i' 11 -111 -I I I ~~ 1~11 111 111 ow II Ill I ~ 0 n!km!l!1 1~m!!l1 1 1=m=m-m-=m=m=1 1 1=1 1=1 11 -111 _111-, -,11 .111=11 IW •-111-' 21/2TIMES ROOTBALL 0,'1, 1 . CROWN OF SHRUB TO BE PLANTED 1' ABOVE FINISHED GRADE 2. EARTH WATERING BASIN, NO LARGER THAN ROOTBALL 3. ROOTBALL 4. PREPARED BACKFILL MIX PER SOILS REPORT / SPEOFICAllONS 5. PLANT TABLETS, REFER TO SPECIRCATIONS 6. UNDISTURBED SOIL SCARIFY SIDES AND BOTTOM OF Prf 7. FINISH GRADE 8, EXISTING GFWJE 7 6 E -------® Slope Shrub Planting Scale: NTS SPACING -SEE PLANT LEGEND 1 2 1 , EDGE OF CURB/ EDGE OF PAVING.I FACE OF WALL 2. PLANT MATER~ NOTE: THIS DET/IJL IS FOR PLANT MATER~ SHOWN WITH A ~TCH PATTERN ONLY. INDMDUAL PLANT SYMBOLS SHALl BE INSTALLED PER PLAN. ® Plant Spacing F 1---------- Scale: NTS B ~ ,·i::, Q OA ~ • o 'l'J 0 . ' . 1. HAND SEEDED EXPOSED AGGREGATE 2. 1/8' WIDE SAWCUT JOINT 3. NO. 4 REBAR @14' O.C. EACH WAY 4. COMPACTED SUBGFWJE PER crrv STANDARDS NOTES: A. SEE MASTER CONSTRUCTION LEGEND FOR COLOR AND FINISH 8, SEE CONSTRUCTION PLAN FOR JOINT LCCAllONS C. REBAR TO BE CENTERED IN CONCRETE WITH SUPPORT CHARS -REFER TO LANDSCAPE SITE CONCRETE SPECIFICATIONS 0 .o o. 0 . . • . • /J,:. 6 • • • a • • . . m1w11w11w1m11m1w11w1m11m1w11w1w1w1w11w11w11w1w11w11w1 'ijl 11m111m111m11_m111m1_11m111m11_m 11m1 111 , 11 1~11 1~111m1 11m111m111m111m111m1 1 1;=11 ,- -, 11=111=1 I =I 11"'" 1,-,, ,_,' ·' ,_,' ,_,, ,_, · 4 Concrete Paving with Seeded Aggregate constr. Legend Ref. m Scale: 3"=1'-0'' Doweled Expansion Joint Scale: 3'=1'-0' • • • DEPTH SHALl EQUAL 1/4 THE THICKNESS OF THE SLAB a • ' ' • " • • 1, CONCRETE PAVING 2. SPEED DOWIEL 3. Ya" TOOLED RADIUS, "TYP. 4. ¾· FOAM EXPANSION JOINT WITH JOINT CAP AND APPROVED M/>SllC SEALANT WITH CLEAN SILICA SAND TO MATCH CONCRETE 5. N0.4 REBAR 6, COMPACTED SUBGFWJE PER crrv STANDARDS NOTES: A REFER TO CONSTRUCTION PLAN FOR DOWELED EXPANSION JOINT LOCATIONS B. CONTRACTOR SHALl SUBMIT A SAMPLE OF SEALANT AND SAND TO OWNER FOR APPROVAL PRIOR TO CONSTRUCllON 5 9' Constr. Legend Ref. EJ 1, CONCRETE PAVING 2. Y,• WIDE SAWCUT JOINT NOTES: A. REFER TO CONSTRUCTION PLAN FOR JOINT LOCATIONS . . • . ·<> ©,___S_a_w_c_ut_J_o_in_t ____________ c_o_nstr_. Leg_e_n_d_R_ef_. _P-3_1 Scale: 3'=1'-0' I RECORD SETI Sunset View Park 100 Superior Avenue Newport Beach, CA Client The City of Newport Beach a, C ·-C C Cl -0. z CJ - Cf) w 0 1-- D.. w Consultant C a, ., GI "V C Cl .A .. ::, GI .. ::, .. .. GI .. ·-.c .. .. Cl GI 0. Cl .. ., "V C Cl - 0 l's ~ ... "' "' ~ al "' .,; a! "' '0 ~ ~ 0 "" ~ 0 ~ t1 .,; ~ "1 .,; 0- a! "' '0 ... ... 0 "' -;. <> N 0-cl cl c' .-~ C l ~ .f 0 "' -~ ,; " "' 0 1 " J! C • u j ~ l .. ,ll N :;j ~ "" ~ c ·i l I Revisions By Date First City Submittal JLB 03.21.14 90% CD Submittal JLB 05.05.14 100% CD Submittal JLB 06.26.14 APPROVAL RECOMMENDED: ~~o Senior Civil Engineer Contract Number City Drawing No. Design Staff Project Manager Principal C-5443 P-5229-S LS JB RV Construction Details L1 m03 These ctawings are inBlrumenlB of aervk:8. EPTDESICN 5haJI Jalain all copyrights. statutay and ccrnmon law right with regard to these drawings m the designs conlalned therein In all faITl'lOOl, lndudh;J ~rted and digitiz8d. Thew chwing5 IY8 rot to be altered in any way, nor assigned to a third p!l"ly witllout first obtaiifll wrillEn parmlsslonmd coosant from EPTDESIG\I, LO A I \ / I ,,,,,. • \ i----,,.' ~--+---~ ' 9' lYP, -----Tread Enlargement -NTS 6' 1'-0' Bottom ~ 10' 12' Concrete Steps with Cheekwall Scale: 3/4"=1'-0' 1 Section 16'--0' 1. BENCH -REFER TO MASTER CCNSTRUCTION LEGEND 2, ½"DIAX4½"LBOLTS 3. ½" DIA INSERT WELDED TO REBAR 4, 2' DIA X 5'' DEEP GROUT POCKETS FILILED WITH NON-SHRINK GROUT • 4 5. CCNCRETE PAVING TO MATCH ADJACENT WITH NO.4 REBAR@ 14' O,C, EACH WAY 6. EXPANSION JOINT PER DETAIL B. SHEETLl.03 7, SAWCUT JOINT 8, ADJACENT PAVING 9. TRASH CAN NOTES: A ALL BENCHES SHALL BE SURFACE MOUNTED 8, CCNTRACTOR TO VERIFY FINAL LOCATION WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION C. ALL HARDWARE SHALL BE STAINLESS STEEL r lYP. 4'--0' CLEAR 9 Plan View -NTS D Bench Pad and Anchoring Constr. Legend Ref. I SA-3 I Scale: 3/4'=1'-0' Jun 19, 2015 -10:36AM J:\E13-500\E13-506 Sunset View Park\CAD\Shaats\CD\L 1.04 Construction Datails.dwg 2 8" ADJACENT TO VERllCAL SURFACE Concrete Mowcurb Scale: 3'= 1 '-0' 1'-6' 11-0■ '·~· ~C"'.'ko.~,.·· ,,--c~~----t f-------~---------< h---•. '·~••· ... ···•t1 J. • 3 ~··.··. ,~ _.J. I •. .4 ·a '· I I, . I I I I . 1 I /J I I r ~ I I • ' ,LJ .. , .. 1. CONCRETE MOWCURB -REFER TO CONSTRUCTION LEGEND FOR COLOR AND FINISH 2. NO, 4 REBAR CONllNUOUS 3. Ya• RADIUS, lYP, 4. FINISH GRADE: -½" BELOW F.S. FOR TURF AREA'l -1½" BELOWF.S. FORSHRUBAREA'l 5. COMPACTED SUBGRADE PER CfTY STANDARDS NOTES: A PROVIDEA1'DEEPSCCREJOINTAT10' O,C, AND AT ALL CHANGES IN DIRECTION B. REBAR TO BE CENTERED IN CONCRETE WITH MIN, 18" TIED END OVERLAPS Constr. Legend Ref. [§] • Intermediate' • ·•· · Landing •• ----( 1 Section @ Landing Cast-in-Place Concrete Cheekwall Scale: 3/4"=1'-0' • 4 3' MIN, 3 Section @ Stairs 14 H-----11 4' f!' 1'-6' ~ Top Landing 1. HANDRAIL -REFER TO DETAIL I, SHEET Ll,03 2. ADJACENT PAVING -REFER TO CONSTRUCTION PLAN 3. DOWS.ED EXPANSION JOINT -REFER TO TREAD ENLARGEMENT AND DETAIL B, SHEET Ll.00 4. 1-1/2' SQ. STEEL INTERMEDIATE POST 5. CAST-IN-PLACE CCNCRETE CHEEK WALL-REFER TO DETAIL B, THIS SHEET 6. CONCRETE STEPS 7, COMPACTED SUBGRADE PER CITY STANDARDS 8. #4 NOSE BAR, HORIZONTAL AND CONTINUOUS, 2'' MIN, CLEAR. 9. #4 REBAR@ 12'' EACH WAY 10. 1" BATTER. lYPICAL EACH RISER 11. TOOLED TACTILE STRIP, STAIN 2' WIDE STRIP WITH QC PATINA STAIN 12. ¾" SQ, SOUD POST EXrENSION -WELD TO TOP 1 ¼" SQ. STEEL POST 13. ADJACENTSLOPE 14. 1/4' x 1/2' SQ, SOLID STOCK STEEL BAR WELDED TO RAILAT 4'--0' O.C. MIN NOTES: A CONTRACTOR SHALL REFER TO MASTER CONSTRUCTION LEGEND FOR CCLOR AND FINISH B. REFER TO CNIL PLANS FOR GRAIDING DRAINAGE INFORMAllON C. INTERMEDIATE HANDRAIL POSTS SHALL BE INSTALLED IN CENTER OF TREAD ON EITHER SIDE OF STEP, SUBMIT SAIMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FABRICAllON D. INTERMEDIATE POSTS SHALL BE CCRED INTO CONCRETE STEP AND SET WITH EPOXY RESIN Constr. Legend Ref. 1. STANDARD HANDRAIL-REFER TO DETAIL I, SHEET L 1.03 2. CAST-IN-PLACE CCNCRETE CHEEK WALL 3. CONCRETE STEP -REFER TO DETAIL A, THIS SHEET 4. OMIT 5. ADJACENT PAVING WITH THICKENED EDGE -REFER TO CONSTRUCTION PLAN 6. ½' RADIUS ON ALL EXPOSED EDGES, lYP. 7. FINISH GRADE 8, COMPACTED SUBGRADE PER CITY STANDARDS 9, #4 REBAR @ 12'' EACH WAY 10, #5 REBAR@ 12'' 11. (3) #5 REBAR CONTINUOUS 12. P.LP. CHEEK WALL FOOTING NOTES: A CONTRACTOR SHALL REFER TO MASTER CONSTRUCTION LEGEND FOR CCLOR AND FINISH B. REFER TO CML PLANS FOR DRAINAGE INFORMATION C. CHEEKWALL FORMS SHALL BE REMOVED AT TIME OF FORMING AND FINISH TO A HARD TROWEL FINISH Constr. end Ref. W-2 I I RECORD SETI Sunset View Park 100 Superior Avenue Newport Beach, CA Client The City of Newport Beach O'I C ·-C C Cl -0. z CJ - Cf) w 0 1-- D.. w Consultant C O'I ., GI "V C Cl .A .. ::, GI .. ::, .. .. GI .. ·-.c .. .. Cl GI 0. Cl .. ., "V C Cl - 0 ts ~ " "' "' ~ al "' .,; a! "' '0 ~ ~ 0 "' ~ 0 ~ t1 .,; ~ "1 .,; 0- a! "' '0 ,-. ,-. 0 "' -;. <> N 0-cl cl c' .-~ C l ~ .f 0 "' .~ ,; " "' 0 1 " J! C • u j ~ l .. ,ll N :;j ~ "' ~ c ·i l I Revisions By Date First City Submittal JLB 03.21.14 90% CD Submittal JLB 05.05.14 100% CD Submittal JLB 06.26.14 APPROVAL RECOMMENDED: ~~o Senior Civil Engineer Contract Number City Drawing No. Design Staff Project Manager Principal C-5443 P-5229-S LS JB RV Construction Details L1 m04 These ctawings are inBlrumenlB of aervk:8. EPTDESICN 5haJI Jalain all copyrights. statutay and ccrnmon law right with regard to these drawings m the designs conlalned therein In all faITl'lOOl, lndudh;J ~rted and digitiz8d. Thew chwing5 IY8 rot to be altered in any way, nor assigned to a third p!l"ly witllout first obtaiifll wrillEn parmlsslonmd coosant from EPTDESIG\I, LO D W--------D .. ~----,-D / ---o / / SB / / / / l / (7g'1 / ~ / (l1J G '-\'\ (7 NOTE: STORE WITI-1 GA E VALVE lWENlY IGHT (28) CONTROL WIRES AND • t,IE (1) 9f)MMON WIRE ALONG Wrf UR (4) SPARE WIRES FRO TROUER. ~ / / ;,?--'D Jun 19, 2015 -10:51AM J:\E13-500\E13-506 Sunsatv1ew Park\CAD\Shaats\CD\_L2.01 Irrigation Plan.dwg / / 2 i U-,J-\,r< 2 7 SB 2 EXISTING BUILDING 2 2 2 2 18 1F .«r--EXISTIN~~NLINE, PRO1ECTi '11 PLACE 23 SB 0 ~LINE EM()I,£ S1l BEG Al.VE MBUES AND lUR JE EXISTING 2'' BACKF • EXISTIN~,/LECTRICP!,.,i(ETER PEDESTAL FOR IRi~'iioN 9'NTROU£R x 0 All. NEW BFP ENCLOSUR PER IRA A17 24 11/2' SB 27 SB 1/ ~STING PILASTER, PROTECT IN PLACE 1 '-1:1' CLEAR FROM PAVEMENT /r----,, / FIRE ccess DAD £Y°"'=' EXISTING CAPPED MANLI • BIN BOX TO BE EXISTING RESIDENTIAL AREA ABANDONED. REMQl,EJ OXAND BURY CAPPED LINE. EXISTING 2'' MANL iE) PROTECT IN PLACE EXISTING QUICK COUPLING VALVE. RESET IN NEW BOX. LATERAL PIPE SIZING LEGEND SIZE SYMBOL GPMs 3/411 0-7 1' 7.1 -11 1 1/4' 11.1-18 1 1/2' 18.1 -28 2' 28.1-40 2 1/2' 40.1-60 3' 60.1-100 4' 100 + NOTIES: A TI-IE LATERAL LINE BETWEEN TWO IDENTICAL TICK MARKS SHALL BE SIZED TI-IE SAME B. MINIMUM PIPE SIZE SHAU. BE¾" D~ETER C. REFER TO GENERAL IRRIGATION NOTES FOR IRRIGATION SLEEVING INFORMATION REFER TO SHEET L2.02 FOR IRRIGATION LEGEND, NOTES AND DETAILS. 0 5 10 20 Feet I RECORD SET Sunset View Park 100 Superior Avenue Newport Beach, CA Client The City of Newport Beach O'I C ·-C C Cl -0.. z CJ - Cf) w 0 1-- D.. w Consultant Revisions C O'I ., GI "V C Cl .A .. ::, GI .. ::, .. .. GI .. ·-.c .. .. Cl GI 0.. Cl .. ., "V C Cl - 0 ts ~ " "' "' ~ al "' .,; a! "' '0 ~ ~ 0 "' ~ 0 ~ t1 .,; ~ "1 .,; 0- a! "' '0 ,-. ,-. 0 "' -;. <> N 0-cl cl c' .-~ C l ~ .f 0 "' -~ ,; " "' 0 1 " J! C • u j ~ l .. ,ll N :;j ~ "' By ~ c ·i l I Date APPROVAL RECOMMENDED: Senior Civil Engineer Contract Number City Drawing No. Design Staff Project Manager Principal C-5443 P-5229-S LS JB RV Irrigation Plan These ctawings are inBlrumenlB of aervk:8. EPTDESICN 5haJI Jalain all copyrights. statutay and ccrnmon law right with regard to these drawings m the designs conlalned therein In all faITl'lOOl, lndudh;J ~rted and digitiz8d. Thew chwing5 IY8 rot to be altered in any way, nor assigned to a third p!l"ly witllout first obtaiifll wrillEn parmlsslonmd coosant from EPTDESIG\I, LO Jun 26, 2014 -9:27AM J:\E13-500\E13-506 Sunsatv1ew Park\CAD\Sheets\CD\L2.02 lrrigalon Legend.dwg GENERAL IRRIGATION NOTES 1. The ln1gatlon contractor shall be responsible for famlllanzlng themseM!S with all clfferences In grade, locatlon of seatwalls, locallon of retaining 'Mllls, etc. The contractor shall be responsible for coordlnallng all ln1gallon work with the genera contractor, electrical cootractor, and all other subcontractors for the looalion and the inslalation of irrigation related sleeves throu(ti walls, structures, under roadways, paving, etc. 2. The irrigation design presented in these documents is intended to be diagrammatic. All irrigation eqLipment pping and valve locations, etc. shown within paved areas are for design clar1flcatlon and shall only be Installed In planting areas. ln1gatlon contractor shall Install all remote comrol valves, quick couplers, and gate valVes, In shrub plantlng areas or as approvad by owner's represematlva & the landscape ln1gatlon designer. Avoid acy conflicts between the spnnkler system, planting and architec!J.Jral features. 3. The irrigation system design is based upon the minimum operating pressure and the maximum flow demand shown on the irrigation drawings at each poim of connection. The irrigation contractor shall verify water pressure pnor to consb'Uctkln. kr; difference between the water pressure indicated on the drawings and the actual pressure reading at the ln1gation point of connection shall be lmmedlaleo/ reported In writing to the owner's authorized representative. If the pressure differences are not immediately reported prior to beginning construction, the irrigation cootractor shall assume full responsibility for all revisklns to the irigatkln system deemed neoessary by the owner's representative and all costs associated with those revisions. 4. When it is apparent to the landscape contractor 11 the field that obsb'Uctions, grade differences, or differences in the calcl.lated area dinensions e><ist that may have not been considered in the design of the system, the irrigation contractor shal not willfulo/ Install the ln1gatlon system as Indicated on the consb'Uctlon drawings. The owner's authorized representative shall be notffied in wnting of acy such obstructions or differences pnor to beginning any irrigation r1stallation. If notification is not received pnor to begming installation, the irrigation contractor shall assume full responslblllty for all revisions to the Irrigation system as deemed necessary by ownels representative and all costs associated with those revisions. 5. The ln1gatlon contractor shall be responsible for Installing all control wire sleeving of sufficient size, under all paved areas in addition lo the conbol wire sleeving shown on the drawings. 6. All piping and equlpmem shall be Installed per the ln1gatlon details. Teflon rape or Teflon pipe dope shall be applied to all male PVC pipe threads on all irrigallon valve assemblies. 7. All pop-cp style ln1gatlon heads located In In shrub or groundoovar areas shall be Installed so the top of the ln1gatlon heed is 1" above fiiish grede. 8. All pop-cp style irrigation heads to be located in IJ.Jrt areas shall initialo/ be installed so the top of the irrigation heads are flush with the adjacent sidewalk or curb. Within 1 0 days of being nolifed by the owner's representatiive, the irrigation contractor shall be responslb" for adjusting all turt ln1gatlon heads so the top of the ln1gatlon head Is 1/2'' above finish grade. 9, The irrigation contractor shall be responsible for flushing and adjusting all irrigation heads for optimLrn pertonnance and to prevent over spray onto areas not intended for irrigation. This shall include selecting the proper the arc pattan, adjusting the spray radius of the irrigatlon head with PAS screens and/or also throttling the flow control at each valve to obtain the optimum operating pressure for each system. 1 0. The ln1gatlon contractor shall be responsible for adjusting the pressure regulator on each electnc comrol val>le so the irigatlon head farthe& and highest in elevation from Its associated control valve functions within the operating pressure shown on the irrigatlon legend (not to exceed 5 PSI above the inclcated operating pressure), 11. When installing Toro series 570Z series nozzles that require arc patlerns other than the standrud arc patterns (e.g., 360', 180", and 90i, the contractor shall use the appropriate fb<ed arc pattern (e.g. 120", 240', 270j. lhe contractor shall use Toro lVAN vanable arc nozzles (van) when installing irrigation heads using Toro 570Z. nozzles Ono/ when required patlem Is not one of the fixed arc patterns. Select the radl.Js of van nozzles to match site condmons. For example: use &van where an 8 foot radius is required or a 12-van where a 12 foot radius is required, 12. The ln1gatlon contractor shall be responsible for making field adjustments to the ln1gatlon system by Installing a quarter circle or half circ" sprirl<ler head on each side of acy vertical element (props, street lightB, trees, e1c.) which prevents proper coverage by interfenng with the spray patlem of the irrigation head. All adjustments shall be made at no additional costs to the owner. 13. Drainage of irrigation water through spray head will not be allowed. Toro COM fea!J.Jre shal be used to prevent spray head drainage. Dunng construction, the contractor shall change spray bodes from Toro 570Z.-P to Toro 5702-P-COM for spray heads showing signs of draining after the irrigation system has opereted from an ON to OFF positkm. lnstallatlon of Toro 570Z.-P-COM feature shall be Included In the Bid Pnoa of the ln1gatlon system. 14. The irrigation contractor shall be responsible for making the final connection between the power source and the automatic controller. OBSERVATION SCHEDULING The landscape contractor shall be schedule an irrigatlon site observation by the inigation designer, and/or the owner's represemative, which shall not occur without at least 48 hours prior notificatkln. The following items shal be rEMewed: 1. Pre-job/klok-<lff meetlng with contractor, general contractor, and ln1gatlon desllJler. 2. Mainline, basket strainers, master valVes, flow sensors, booster pump installatkln and operation, installation review prior to backfilling trenches, irrigation mainine pressure test, ate. 3. Finalizing the location for the controller assemblies -landscape contractor shall ccordinate with the irrigation designer to verily connection of flow sensors and associated equipmem to each controller assembo/ and for oanification/Warlllnty of eqLipmem. 4. Irrigation oovarage test -a dynamic pressure test shal be pertormed by the landscape contractor and shall be observed by the owner (or the owner's representative) and the Irrigation designer for each valve dunng the Irrigation coverage test. IRRIGATION CONSTRUCTION NOTES G) The landscape contractor shall connect to the e><isting 2" irrigaoon mainline as shown on the irrigation plan. Venfy that the statlc pressure is 80 PSI prior to construction. Contractor shall furnish and install mainline to the flanged gate valves, backflow preventer, quick couplers, master valve, and flow sensor per the irrigation POC legend and details. (Refer to the irrigation plans for sizing). Refer to in1gatlon legend and irrigatlon consb'Uction NOlE notes for model numbers. Install the flow sensor per the manufacturer's recommendatlons and details. Comractor shal furnish all matenals and labor to execute and Install the ln1gaflon system per the ln1gatlon plans. Install the gate valves, backflow prevenfer, quick couplera, master valves, and flow sensors within the shrub planting areas ono/. The flow sensor wire shal be manufactured by 'Rain Maste~. model #EV-CAB-SEN. All flow sensor wires shall be installed wltnn a gray 1-1/2" DIA., SCH. 40 PVC conduit, Each conduit shall have a separate flow sensor cable installed witnn It based on the corresponding comroller assembo/, John Deere Green Tech shall make the fr1al connections from the flow sensor to the controller assemblies. Mainline shown in hardscape areas Is diagrammatic. Mainlines are imended to be installed within the st-rub areas on~. krf mainline, lateral, or control wires that run under hardscape areas shall be Installed In SCH. 40 PVC sleeves which shall be sized a minimLrn of twioa the diameter of the actual pipe diameter. Refer lo irrigation details for installation and depths of sleeeving. CONTROUER INFORMATION ® MANUFACllJRER: Rain Master TYPE: . . . .. ... Evolution DX Tog Ent!),' Enclosure ' CONTROLLER ASSEMBLED BY: . John Deere Greentech, Anson Beattie NOTE CONTROU.ER IDENTIFICATION CONTROU.ER PART NUMBER A SA6-RM4-24/PMR-CAC/RSE-DX/RDM/FSA-150B PHONE CONNECTION REQUIRED: .... No FLOW SENSOR CABLE: EV-CAB-SEN ........ ,., ........ Install flow sensor cable in a 1 1/2' UL PVC SCH. 40 gray conduit. The 120 volt power scpp~ connectkln to the irrigation controller assembo/ shall be the responsibility of the irigatlon contractor. Contractor shall locate e><isting power SUPPo/ at e><isting controller pedestal (to be removed). Final location of the irrigation controller assembo/ shall be approved by the owner's authorized representetlva pnor to Installation. The system is designed for the operaoon of one vaM! at a time per controller. The system has been designed for one valve openr1g and one valve closing. The controls shal be located as shown on the ctawings or as directed by the owners authorized representetlva. Contractor shall parlonn a radio reception test prior 10 ordering equipment. Coordinate will John COMMUNICA.1101', Deere Greenlach and the landscape architect. Dome antenna Is Included., assembly. H radio NOTE reception test shows the need for High Gain or Yagi antanna, the antenna assembly and fUII lnstalla!lon ahal be Included In the contract at no addltlonal coat 10 the owner. PRESSURE CALCULATIONS FOR DOMESTIC IRRIGATION Project Name rm/or Tract#: . . .. ll!!!JH!\'!!iwP~ Dale and Sauce of lrloorallai: Name o1 contact Person ertd Phone Number: P.O.C. -Meter#: .. . """'"" "1 Water Meter Size Elld Type: .... ,.,. ............ , .. , . ~ Domestic ( Existing l Hydraulic Qade Level: ... . '""""'" -FT Water Meter EIENation: ...... """'"'"' ... ,67 FT Highest Head Bava.Ha, on the System: ...... 74 FT Basis for Calcula:lions:... . ............ ""'"'"" LBraest Denlen:::I, H!ghesl: Head Remote Control Valve#:A11 Size of Remote Control Valve: ... .. l l~ Demand at Rerrote Control VM: ............. 39 G'M QUANTTIY SIZE DESCRIPTION FLOW(GPM) LOSS(PSO 1 ~ WmsMeter «) 2 1 ~ Bacf<fk>NRP «) 12 Pressure Reg.11ator 2 ~ GateVOM>(S) 30 2 Gate ValYe(s) 1 ~ M .... VfrJe «) 2 1 11/2' Row sensor «) 1 200 ~ Mai1line «) 3 Maiiline Maiillne Maiillne 1 11/2' Remote Control Yafve «) 3 l.1rteral Line l..nsses 10% 3 Olher Losses ~0%) 3 Elewtlon Loss a Gain Loss 3 Total 34 PRESSURE(PSQ Prasaure Required 10 Operate lrrlgallon Head 35 Sub-Tolal Preeaure Required for lnngatlon Systam 69 Total Preeaure Required for lmgatlon System 76 (Sub-Total Pressure + 10%) Static Pressure Available 80 Residual Preeaure 4 (Subtract Total Pressure from Static Pressure) IRRIGATION LEGEND SYMBOL RAD. MANF. MODEL NO. WITH DESCRIPTION PSI FLOW RATE IN 8PM DETAIL F H Q A NOZZLE SIZE & lYPE F H Q ..,~ El 1.5' Toro 570Z.-12P-PRX-COM -SB-180-PC2 12" Pop-Up w/ Stream Bubbler Nozzle 30 -.46 - -H/1.2.03 Q y y' ~ 8' Toro 570Z-12P-PRX-COM-Q..8(F,H,Q,A") 12"Pop-Upw/PrecisionSprayNozzle 30 .66 .33 .17 .33 H/1.2.03 (D -.., 'y7 1.7 10 Toro 570Z-12P-PRX-COM-0-10(F,H,Q,A") 12"Pop-Upw/PrecisionSprayNozz" 30 1.03 .51 .23 .51 H/1.2.03 @ ~ t ~ 12' Toro 570Z-12P-PRX-COM-0-12(F,H,Q,A') 12'Pop-Upw/PrecislonSprayNozzle 30 1.48 .74 .37 .74 H/1.2.03 ffi ¥ 'y7 ~ 15' Toro 570Z.-12P-PRX-COM-0-15(F,H,Q,A') 12"Pop-Upw/PrecislonSprayNozzle 30 2.31 1.16 58 1.16 H/1.2,03 l!) )..--( 22' Rain Bird 5006-FC-PRS-SS-3.0 LA 6' Pop-Up Rotor 35 2.23 - - -1/1.2.03 \.2) A, 22' Rain Bird 5006-PC-PRS-SS-1.5 LA 6' Pop-Up Rotor 35 -1.47 - -1/1.2.03 \__2,J 22' Rain Bird 5006-PC-PRS-SS-1.0 LA 6" Pop-Up Rotor 35 - - . 76 -1/1.2.03 @ )..--( 2(J Toro 570Z-12P-PRX-COM-PRN-F 12"Pop-Upw/PrecislonRotatlngNozzle 30 2.0 - - -H/1.2.03 ~).,_ 2 ~2CJ-_l_oro __ ~_5_7_0_~_12_P_-P_RX_-CO_M_-_P_R_N_~ ___ r1_2"_Pop-U __ p_w_f_Pr_e_cis_ion_R_o_~_ing_N_ozz_le_r30~--~-·-~--------H/l.2--.0~3 <_3) 2(J Toro 570Z-12P-PRX-COM-PRN~ 12"Pop-Upw/PrecisionRotatingNozzle 30 - -.49 -H/1.2.03 • Note: The contractor shall use the appropriate fb<ed patlem nozzle (e.g. 120", 240', 27rJ', etc.) Febco Mateo ® Rain Master () Ralnlllrd Glswold [01 Rain Master ----- -MV/FS--MV/FS- IRRIGATION VALVE CALLOIIT: X-X X GPM ~-~ ~F1antType Valve Size Relooale Existing 2' Reduced Pressure Backflow Preventer 754 Serles Ball Vaive -Line Size 2230 -2' Pressure Reducing Master ValVe (Normalo/ Closed) EVFM - 1 1/2' Flow Sensor 33-DRC -3/4" Quick Coupler ValVe DW Series VaM> MutionDX2 Spare Wire Pull Box Mainline Lateral LJne PVC Sleeves Communlcaoon Cable LATERAL LINE SIZING CHART ---3/4' -+--1· --tt'"-11/4" --+++-: :-1 1/211 --+-~-2' --+-=-21/2" --tt-=-3" """' TI-E LATEAAL SIZE BEIWEINlWO IJENTDl.llCK .....,SHAU.BE SIZED TI-E SIME, ~IMl.t.1 PIPE SZE 18 .. ~. Venfy location in field pnor lo installation. lnstal New Strongbox SBBC-45SS backflow enclosure, install per manufacturer recommendations. M2.03 Assemble with stainless steel hardware. Install In a 10" round valve box. B/l2.03 Master Vaive lo be installed in rectanglAar valve box adjacent to flow sensor. C/l2.03 Size per plan. Install per detail. See in1gatlon consb'Uction notes for add!ional information and model numbers. QLJck coupler valve with locl<lng rubber cover. Install In round Carson Valve Box per detail. Remote con1rol valve, angle flow patlern, flow control handle, size per plan. Install in Carson Va"" Box. Top entty irrigation controller assembo/ located per in1gatlon plans. See irrigation consb'Uction note 2 for more information. Four (4) contlnuous spare control wires, bue In color and one (1) white common wire, 24" coil minimum. Irrigation Mainline -PVC SCH. 40 IPS pipe for mailline sizes 1' lo 1-1/2"; PVC Class 315 IPS pipe for malnlr1e sizes 2" to 4". Sleeve acy mainline, lateral, or wires crossing under hardsoape with PVC SCH. 40 IPS pipe. Sleeves shall be installed per irrigation construction notes. Lateral Pipe -PVC SCH 40 IPS, write pipe. Minimum pipe size shall be 3/4' -size laterals per plan. PVC SCH. 40 IPS for sizes 3/4' to 3' PVC SCH. 40 IPS white pipe -sleeves shall be installed for any mainline, lateral, or wires crossing under hardscape per irrigaoon consb'Uction notes. Size to be two Imes the pipe diameter or wire bundle. Communication Cable -EV-CAB-SEN -install in a 1-1/2' U.L. PVC SCH. 40 gray conduit with gray pull boxes """"f 200. See specifications for addltlonal Information PLANT MATERIAL ABBREVIATIONS: Plantlype: TF Turt SB Shrub/ Ground cover 1R Trees PT Pots DP Dnp D/l2.03 W.03 F/1.2.03 IJL2,03 K/L2.03 G, J/1.2,03 G, JA.2.03 G/1.2.03 J, K/L2,03 Section 421 Bi/4217 ol 1he government code requires a dig alert ldentlflcalbn number be iaaued balore a 'permit to excavme" wll bevelld. 1-800-227-2800 Cal (2) woridng de:/S befae )'OU dg. I RECORD SETI Sunset View Park 100 Superior Avenue Newport Beach, CA Client The City of Newport Beach O'I C ·-C C Cl -0. z CJ - Cf) w 0 1-- D.. w Consultant Revisions C O'I ., GI 'V C Cl .A .. ::, GI .. ::, .. .. ! ·-.c .. .. Cl GI 0. Cl .. ., 'V C Cl - First City Submittal 90% CD Submittal 100% CD Submittal By JLB JLB JLB Date 03.21.14 05.05.14 06.26.14 APPROVAL RECOMMENDED: Senior Civil Engineer Contract Number City Drawing No. Design Staff Project Manager Principal C-5443 P-5229-S LS JB RV Irrigation Legend These ctawings are inBlrumenlB of aervk:8. EPTDESICN 5haJI Jalain all copyrights. statutay and ccrnmon law right with regard to these drawings m the designs conlalned therein In all faITl'lOOl, lndudh;J ~rted and digitiz8d. Thew chwing5 IY8 rot to be altered in any way, nor assigned to a third p!l"ly witllout first obtaiifll wrillEn parmlsslonmd coosant from EPTDESIG\I, LD N3FEQUIRED Saallon 1. REFERlO IRRIG'\TION SPECS FOi 8'ICKFLL All[) COM'l'CllON RECllJIRB,£NTS 2. FIIIISH GRi'llE 3, NON-PFESSlJ'll2ED LAlBW. LNE PIPNG 4. OOMl,fJNICATION CA8lE OOlllUIT (WHERE AEQUFED) 6. FLOW SENSOR CAB..EAND OOlllUIT 6. APPRO\IED TOP SOIL OR SAN:> BACKFILL - PAO\IIDE 3' UJ\llER PIPE AND 11' ABOVE PIPE 7. OONTROI.WllESBUNDLEDANDTN'EDAT 117-0' INlcRVAI..S -INSTAI.L ADJACENT 10 MAINLNE 8. PAESSUllZED MAINLNE PIPING NOTES: A. MNIMUM BACKFILL DEPTHS FROM FNISH l3RADE 10 TOP OF MANUNE SHALL BEN3 FOU.OWS: -24' N Pl.ANTING N£/>S -311' UNDER PAVED PFE>S B. ALL PLASm PIPNG SHALL BE SNAKED IN me«::HES C. TIE A LOOSE 20' LOOP IN WIFINGAT ANY CHMIGE N LJIHECIION GAEATERlHAN 30'- UNTIEANY LOOPS AFTER ALL eotfllECTIONS HAVE BEEN MADE Q) Trenching Detail J ,____ _____ _ Scala: 1/2'=1'-0' '1 I =I I -I I J I I 11 ,- NOTE: A. REFER 10 GENERAL ND'lcS FOi CONDUT SIZE. PAO\IIDE SEPARATE CONDUIT FOR FLOW SENSORS AND MASTER VAL\el 1. ANSI-I GRADE 2. GREEN PLASTIC, RECTANGULAR VALVE BOX WITH BOLT DONN COVER. HEAT BRANDED 'PB' N 2' HIGH LEI IERS 3. PERMANENT I.D. BN«> (ONE FOR EICH WIRE) 4. R.OW SENSOR G6BI..E. REFERlO SPECIFICATIONS 5. CONDUITBUSHING-lYPICAL 6. U.L LISTED SCH. «> PYC OOUPI.NG 7. U.L LISTED SCH. 40 PYC 90' SWEEP □.L 8. SUPPORT -COMMON FED BFla< 9. U.L LISTED SCH. «> PYC OONDUIT 10. 8/lf CRUSfED ROCK ® Flow Sensor and Conduit Pull Box K r--------- Scale: 3"•1 '-a' 18' 4' MN I e---1\---- 1. TOP ENTllY OONTROU.ER ASSEMBLY (SEE SPECIFICATIONS) 2. OONTROLLER PER LEGEND. NSTALL PER MI\IIIUFPCIURER'S RECQMVENlAllONS. 3. PO.\£A SYIITCIWFI "'REt&.,,.."'l..a..E 4. MASTER VALVE RELAY ASSEMBLY 5. TERMNAI.. BQ6,RI) 6. REMOTE FECEIVER CONNECTOR 7. 1' Pt'CCONDUITFOR 120VACFROM MErERED l'01NER Sl.ffl..Y 8. PYC OOlllUIT FOR OOIITROL WffS, SIZE N3 AEQURED 9. ALL VOIDS WITH 3/8' PEA GRAl/8.. 10. 1' PYC CONDUIT FOR R.OW SENSGl CABLE. PAIGE CA8lE P -7162 - D 11. POURED OONCRETE BN3E 12. R.OW WIRES 10 SENSOR 13. WIFES 10 CENTRAi. CON1ROI.. 14. WIFES 10 MASTER VALVE 16. RAIN SHJT-OFF DEVICE WITH ENCLOSUFE WIRED 101l£ TERMNAI.. BOARD NOTES: A. INSTAI.LALL WIRING PER LOCAL CODE. B. ALLCONDUTlO BE SCH. 80 Pt'C OR RIGID GALVANl2ED STEEL (0 Pedestal Mounted Controller -Top Enby L ,____ _____ _ Scale:NTS Jun 26, 2014 -9:26AM J:\E13--500\E13-506 Sunset v1ew Park\CAD\Shaats\CD\L2.03 Irrigation Datails.dwg LNElYPE LOCP.TION DEPTH FR SSI !FIZED INL»DSCAPE 24' MAIJII..INE lHlER I/EH. PAVING 811' LATBlAI.. IN L»DSCAPE 18' LNES lHlER I/EH. PAVING 1/11' 1, 1/EHICU.AR a PEDE$ I HI/IN PAVING -REFER 10 CONSTRUCTION LAYOUT Pl.ANS FOR SPECIFIC COIOTKJN 2, LATERAL LNE SLEEIIING SHALL BE SCH. "10 Pt'C • SLEEVE DIA. SHALL BE 2 x LAlBW.. DIA. 3. LATERAL LNE -REFER 10 SPECIFICATIONS 4, BACKFILL-oo.r; RELATIVE COMPAC!lON. t.tNtvUM -REFER 10 GEOlECHNICAL fEPORf 5, CONTROL WIRE BUNDLE SI.EEi/iNG SHALL BE SCH. 40 PYC PFE 6. MAIIII..NE SLEEIIING SHALL BE SCH. 40 Pt'C PIPE-SLEEVE DIA. SHALL BE 2x MAIN.JNE DIA. 7. MAIIII..NE-REFERlO SPECIFICATIONS 8. 8'\ND BACKFILL-2' BASE & 11' CF COVER, MN. ND'lcS: A. ALL IRRIGATION WIFES, LA1cRAI..S AND MAINLNE SHALL BE Pl.ACED IN SLEEVES IRRIGATION CON1RACTOR SHALL B. COORDINATEALLSLEEI/INGLOCATIONS& SIZES WITH HNlDSCAPE CON1RACTOR PRIOR 10 BEGINNNG COISIRUC1lON C. ALLSI..EEIIES SHALL EXIEND A MNIMUM OF 12' BEYOND 1l£ BlGE CF THE HAADSCAPE MFACE @ Irrigation Sleeving G ,____ _____ _ Saale: 1"=1'-0' 2'1NTURF 4'1NSHRUB 1' IN SHRll!S 1/2'1Nllff 1. RllGATION HEAD PER PIAN 2. PAVNG EDGE, HEADER OR WALL 8. RAN BIRD SA-6ERES SWING JOINT -18' MIN. FCl'l 12' POPUPS & 12' MN. FOR 11' POPI.I'S 4, Pt'CLATERALLNE 6. Pt'C El.BOW a lEE NOTES: A. AlL THFEADS SHALL BE WRAPPED WITH TEFLON TAPE ® Popup Spray Head -Typical Detail H I---------- Scale: 1 1/2'•1'-0' 1/2'N!/Jtlf.F.G. j 1. GEAR llHIIIEN HOl'OR 2. FINISH GRi'llE 8. SCH. «l Pt'C LAlBW.. PIPE 4. SCH. «l Pt'C TEE (SKT,6) 6. SCH. 80 If NIPPLE 6. RAIN BRl SASERIES 8/4',PRE-ASSEMBI.ED SWING.JOINT 7, PYC SCH. «l STEET ELBOW (00) 8. EDGE OF PAVING OR HEADER NOTE: ALL THRE.ADS SHALL BE WIW'PED WITH lEFLONTAPE (DI t--_T_u_rf_R_oto_r ______________ _ Scale: 2"-1'-0' MIN. DOWNS1llEAM DISfANCE QN INCHES) - 6 x FLOW MErER SIZE 1. RECTANGULAR. GREEN PLASm V/t.VE BOXWITH l.OCl<ING COVER. HEAT BRAJIOED "FS" IN 2' HIGH I..EITTRS. 2. FINISH GRADE: -J(/ BB.OW BOX LID IN TUFI' -1 1ft BEL.ON BOX UD N SHRl.800 3. FLOW SENSOR 4. REFER 10 CONSIRlJC'IKlN NOTES FOR 1YPE OF CA8lE FROM FLOW SENSOR 10 OONTROll.ER 5. ootOUIT BUSI-ING 6. Y,,,, L U I IOOF ~IY SPLICE CONNECTOR 7. o/,1' DIA. B..EC1RICAL CONDUIT AND SWEEP ELBOW 8, FfllGATION MAINLINE FROM MN3TER VALVE 9. SCH. «l Pt'C FEDUCING CXlU'I..ER 10. ctftSlY'S TAG #ID-MAX-f'2-RCIP2 11. MANLINElOREMOTEOONlROLVAL\el 12. PEAGRAIIEL, 2 CUBIC FEET MNIMl.M MN. DOWNS1lEAM DISTANCE QN INCHES) 10 MAST8'l VALVE -10xFLOW !ETER SIZE @ RowSensor D1---------- Saala: 3"=1'-0' 1. 10'DIA., GREENPIASTICVAl.1/EBOXWITH l.OCl<ING COl,ER, HEAT BRANDED WITH THE I..EITTRS 'OOI'-SEE f!RIG'\TION SPECS. 2. CI-RST'r'STAG: #l~P2 a. QUICK COlJ'I..ER VALVE -REFER 10 IRRIGATION LEGEND 4. FINISH GRADE: -/ft BB.OW BOX LID N TUFI' AAfN3 -1 J(/ BELOW BOX UD IN~ ARcAS 5. ONE (1) CU. FT. (MN.) OF PEA GRAl/8..AT BASE OFVALIIE BOX 6. V.I.T. STAINLESS STEEL TIES 7. SCH. 80 Pt'C NIPPLE-LENGTH N3 REQUIRED 6. 1' ™-SCH. 801W SWING JOINT - PHEASSEMBLED BY SPEARS -REFER 10 IRRIGATION SPECIFICATIONS 9. Pt'C MAINLINE 10. 1ft DIA. x 24' LENGTH GALVANl2ED PIPE STAICE 11. SCH. 80 Pt'C TEE RTTING NOTES: A ALL 1HREADSSHAI..LBE'M't¾ FEDWITH TEFLON TAPE B. 12' MIN, CLEAR SP/ICE SHALL BE MAINTAINED BETWEEN THE QUICK OOUPI..ER VAi.VE BOX AND ANY ADJACENT HARD6CAPE-WHERE OCCURS ® Quick Coupler Valve In Box E I---------- Scale: 314"•1'-0' III=I 11=III-·TTT-TTT "'TT-m~ 1. 30' l.ENGlH OF COIL.ED WIFE 2. WATER PROOF CONNECTOR -REFER 10 IIHGATION SPECFICATIONS 3. CI-RSJY'S TAB #D-MAX-f'2-RC1 P2 4. RECTANGU.AR. GREB! PLASm VALVE BOX WITH l.OCl<NG 00\IER -LID SHALL BE HEAT BRANDB> WTH 'RC\/', CClNTROlLER LETTER & STATION NUMBER -REFER 10 IRRIG&.TION SPECIFICATIONS 5. FINSH GRADE: -J(/ FROM TOP OF BOX LID IN TURF -1 if,' FROM TOP OF BOX LID N SHFUIWC 6. REMOTE OONTROL VALVE -REFER 10 IRRIGATION LEGEND 7. SCH. 80 PYC NPPLE (CLOSE) 6. SCH. «l M B.L 9. SCH. 80 M NPPLE (LENGTH N3 RECllJIFED) 10. BflCK (1 OF 4) 11. SCH. 80 M NPPLE (;!' I..ENGTH, HIDDEN) AND SCH. 40 PYC Bl. 12. F\'C MAINLINE PIPE 13. SCH. «l M TEE OR B.L 14. SCH. «l M MAI..EAllAPIEA 15. Pt'C LAlBW. PIPE 16. (3) ClBC FEET, MIN. OF'Yi MNUS. WASl£D GRAl/8.. NOTE: ALL THIEACS SHALL BE~ i ED WTH TEFLON TAPE ® Remote Control Valve Box F --ac-cm-.. -= 1_1_12'-_1_'-0' _______________ _ 1. BRASS 90 DEGREE B.L (IYPI~. 11. BRASS COUPLING SET R..USH W,aJNCRETE (IYPICAI..). 2. BRASS r.>PI..E-4' MIN. LENGTH~-12. Pt'C MAINLINE. 3, BRASS WYE SJR6lNER W/80 MESH STAIN..ESS STEEL 13. ctftSlY'S l,D,TAG SCREEN. -D.MAX. Y2.PM>17 FOR POTAB..E WATER S'IS1cM 4. BRASS PLUG. 6. BRASS UNION. 6. FINISH GRADE. 7. BRASS Nffl.E (IYPI~. 14. 'STRONG BOX' SM001H lOUCH VANlAI.. RESISTANT IW:l<FLOW PREVENTERASSEMBI.YENa.OSURE MOClB.. #SBBC-45SS, INSTALL PER MI\IIIUFPCIURER'S RECOMMENDATIONS 8. FROM PONT OF eotfllECTION. KJ/IFT N3 AEQURED. 9. PYC ~ COUPUNG(IYPICAI..). 10, SCHEDULE 80 lOE Nffl.E (IYPICAI..), 15. POURED CONCRETE BASE -11' MN. 11-ICl<NESS - EXTEND 4' BEYOND OUTSIDE DIMENSIONS OF ENCLOSUFE NOTES: A. STAICEOUTBACKFLON ~h.-~~~~~~~~~~~~~~,........,in PREVENTER LOCATIONS FOR v® REVIEW AND APPROVAL BY 14 OWNER. FINAi.. LOCATION AND r:--I1-~ 2' 3 1-1--1--ff--ff--l--f--l---l---l--+--+-ll ElU'Cl' POSITlONNG OFTI-E (\.,1;..<!f-+-tT-·~+,t-+::t-t--:k-ir-HH-t-+-+-11 ~~~ II I~ J17 ~-I -" 7 ~%-f 8" ,,--i~-- ~=MSPRORlO ct t F '2 -, ,~J~1, i ,e.--<"" .. -+IL--+-+-++~j 1'_ .® NSTALIATION. FAI..URE 10 ~Jr,-i -v OBTAN APPROVAL MAY RESULT ,... LI t-('o'\ RELOCATIONOFIWl<Fl.CM' "' 15 4 I C13J Z • • .:::J _fv N ,... ][-II II ,llE---~ •• i+-+-+-f-',,1~--11 PREVENTER PER CJWl\jEffS : IC,-lt-t-''1---H-t➔➔ -l!!-1--;:!orl-+I := DIRECIIONATNO _JL I'\. II ,,.... :~ '11' ,- ADDITIONALCOST ,t.\1/,,/I '-~ ,\,h,>i '111 lOOYIN:R. ¥IT! 'lo• -. • _--• •-~ • •• -~• • i~ B. NSTALLBACl<FI..OW ·ffijj=U'~I El l~U;;fil;;--. • II~-""I I-~ --,WmLI-': W PREVENTER N, r ,-IT I -IT ,-II1'---'III: --:-;; ",_ I~ 1 r =~~ 8 Brr "~. -= Ill = -m\11 I' 10 12 IB'AR'IMENT. 1/ERFY i I bi I IM• 1 ,u I="' ''=11~ I]~ ~ LOCAL REQUl'EMENTS ", 11. -Ek111 II111,!!iT~I I 1b' ,,!!i I 111 111 - :r~TION. ~ I ' TFll]!!lWl I LI I=' '\i ~Ir,___ -I ~ I !=;:;ti .I~ I D~ T~I!L Wfr (A\ Backflow Preventer 0)1---Scale:-NTS ________ _ 2' MIN. 1. 9-INCH ROJND, GREEN PLASm VALVE BOX WITH LOCKING COVER. HEAT BRANDED WITH LEI IERS-811'-REFERlO IRRIGATION LEGEND 2. ANISH GRADE -Ji• FROM BOX LID N TURF -1 J(/ FROM BOX LID IN SlffJIWC a. 11' MN. DIA., SI-IC. 40 PYC PIPE EXTENSION - L.BIIG1H N3 AEQURED 4. PEA GRAl/8..-(2) CUBIC FEET, MIN. AT BN3E OFVALVE 5. PYC MANLINE -REFER 10 IRRIG'\TION LEGEND 6. BALL VALVE -FEFER 10 llRIG&.TION LEGEND 7. 1W MALE AllAPIEA-(2) REQUIRED 8. DECOMPOSED GRANITE NOTE: ALL THREADS SHALL BEWIW'PEDWITH lEFLONTAPE ®f-_Bal_l_Valve _____________ _ Scale: 1'•1'-0" 1. GREEN PIASTK::VALIIE BOX-HEAT BRANDB> WON LID 2. MASTER VALVE PER LEGEND 3. CHFISIY'S TAG #D-MAX-P2-AC1P2 4. Yin, ERPROOF eotfllECTOR -REFER 10 IRRIGATION SPECFICATIONS 6. OOIITROLAND MASTER VALVE WIRES WTH EXPANSKlN LOOP 6. SCH. 80 PYC MALEAllAPIEA 7. PYC IRRIGATION MAINLINE 10 R.OW SENSOR-SEE IRRIGATION LEGEND 8. FNISH GRADE: -}(/ BELC1N BOX LID IN TURF -1 J(/ BELON BOX LID IN SHFUIWC 9. SPEARS SCH. 80 Pt'C UNION (SR-RPTX SR-SR-FPI) 10. PYC IRRIGATION MAINLINE ffiOM BASKET SJRANER 11. SCH. 80 PYC a OSED Nl'PI..E 12. PEA GRAl/8.. SUM' -4 CUBIC FEET, MIN. 13. BRICK (1 OF 4) iT m IIL ~,.lll m~~II m Ill II iT l;c I 1-111-11• '·-111::::::::::J 11=11 l==-1 1~ U' s I © ~assure Regulating Master Valve C 1---------- Scale: 3"•1'-0' I RECORD SETI Sunset View Park 100 Superior Avenue Newport Beach, CA Client The City of Newport Beach z CII C ·-C C Cl CJ -0.. -C CII ., GI Cf) 'V C Cl w .A .. ::, 0 GI .. ::, .. .. GI .. 1--·-..c .. .. Cl GI 0.. 0 " ~ " "' "' "' ~ al "' .,; a! "' '0 ~ ~ 0 "' ~ 0 ~ t1 .,; "1 ~ 0-.,; a! "' '0 ... ... 0 "' -;. <> N 0-cl cl c' .-~ C l ~ .f 0 "' -~ _,; " "' 0 " 1 J! C ~ D.. • Cl u j t .. ~ ., l -. l w 'V C ~ I Cl N -~ Consultant Revisions By Date First City Submittal JLB 03.21.14 90% CD Submittal JLB 05.05.14 100% CD Submittal JLB 06.26.14 APPROVAL RECOMMENDED: ~~o Senior Civil Engineer Contract Number City Drawing No. Design Staff Project Manager Principal C-5443 P-5229-S LS JB RV Irrigation Details L2m03 These ctawings are inBlrumenlB of aervk:8. EPTDESICN 5haJI Jalain all copyrights. statutay and ccrnmon law right with regard to these drawings m the designs conlalned therein In all faITl'lOOl, lndudh;J ~rted and digitiz8d. Thew chwing5 IY8 rot to be altered in any way, nor assigned to a third p!l"ly witllout first obtaiifll wrillEn parmlsslonmd coosant from EPTDESIG\I, ------ . ~ 8 -ss~s'ci ow------o / / VJ suPER\0 A,'JENU oW------D'il L ______________ / / / / / / / / / ,. / ----D"' O'il / / ( I ll ~ D Jun 19, 2015 -10:38AM J:\E13-500\E13-506 Sunsatv1fffl Park\CAD\Shaats\CD\L3.01 Planting Plan.dwg I)~ ll'~ o~I)~ I)~ V , "' · ... ·&,,. --~--- . EXISTING BUILDING (Hoag Cogeneration Plant) ( I I\C:J '-·. ,,. 0 )( PLANTING NOTES / X7 ,6 ,9 l8, ·._.rs. / FIR ccess ROAD PROP LINE / 1. In all shrub and groundcaver areas not seeded, apply 2" layer of forest floor bark mulch per spec~calions. Contractor shall submit sample to landscape architect for approval. 2. Contractor shall protect and maintain in place all existing plant material unless specifically c:lrected 0111...,;se by OWner/1.andscape Architect. All plant material removed or damaged shall be replaced YA1h nfffl plant malarial of equal size at the dlscretlon of 1he Owner/Landscape Architect 3. Refer to planting specifications for planting scil mb<. 4. All clearance dala per City of NffflPOrt Beach tree planting standards and guideines. 5. Unless noted o1herwlse, all container grasses along wal<ways shall be planted 12" from 1he back of walk. Toe gap shall be filled YA1h a minimum of 'J' of bark mulch 6. Contractor to remove all lnvashle plant material from prolect site, Including, but not llrnted to mustard, pempas grass, tarmarisk. iceplant and any o1her invashle species as directed by the City consullant. 'TURF PLANTING LEGEND: Ground Cover and Turf SYMBOL NAME := Mlmulus aurantia.cus ~ Sticky Monkey Flower r/////////Myoporum paMfollJm"Plnl< r ,'.'.////////Pink Australian Racar Osteospermum fruticosum Trailng Alrican Daisy :/Y y v >{ v<> Phormium tena>< 'Dazzler ;/,/ /,/7- r,/ /,./ ,,. ✓~NewleaJand Flax • · .• C, .· ·, · · Sodded Turt Grass: Tlfway II 1:< ;' .: ' : byWestCoastTurt :xxx cxxxxx~Existing Rosmannus officina1s 11, , 1, , 1, \ ,. Rosemary " " " EXISTING"'" RESIDENTIAL ""' AREA " " (Villa Balboa) " "'✓> ·o-: • .. , .•.. , .... ':··, . I::.:: er ~ ' LL. ,_ X49, SIZE QlY DETAIL 1 gallon@ 30" o.c. 206 Details D, E & F, Sheet L 1.03 Details D, E & F, 1 gallon@ 36" o.c. 521 Sheet L1 .03 1 gallon@ 36' o.c. 408 Details D, E & F, Sheet L1 .03 Details D, E & F, 1 gallon@ 36' o.c. 56 Sheet L1 .03 1 gallon@ 36" o.c. 83 Details D, E & F, Sheet L1 .03 9,062 Sod -sf --- 0 5 10 20 Feet I RECORD SET Sunset View Park 100 Superior Avenue Newport Beach, CA Client The City of Newport Beach z O'I C ·-C C Cl CJ -0. -C O'I ., GI Cf) "V C Cl w .A .. ::, 0 GI .. ::, .. .. GI .. 1--·-.c .. .. Cl D.. GI 0. Cl .. ., w "V C Cl - Consultant 0 " ~ ... "' "' ~ al "' ,0 a! "' '0 ~ ~ 0 "' ~ 0 ~ t1 .,; "1 ~ 0-,0 a! "' '0 ,-. ,-. 0 "' -;. <> N 0-cl cl c' .-~ C l ~ .f 0 "' -~ ,; " "' 0 " 1 ~ J! C • u j t ~ l .. l ~ I N ~ Revisions By Date First City Submittal JLB 03.21.14 90% CD Submittal JLB 05.05.14 100% CD Submittal JLB 06.26.14 APPROVAL RECOMMENDED: ~~o Senior Civil Engineer Contract Number C-5443 City Drawing No. P-5229-S Design Staff LS Project Manager JB Principal RV Planting Plan These ctawings are inBlrumenlB of aervk:8. EPTDESICN ahaJI retain all copyrights. statutay and ccrnmon law right with regard to these drawings m the designs conlalned therein In all faITl'lOOl, lndudh;J ~rted and digitiz8d. Thew chwing5 IY8 rot to be altered in any way, nor assigned to a third p!l"ly without first obtaiifll wrillEn parmlsslonmd coosant from EPTDESIG\I, LO