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HomeMy WebLinkAboutP_5243_S.. • CITY OF COSTA MESA ·~ ~&< -5' 0,1> CITY OF IRVINE # Utl\VERSI TY ;. -;(.,;_\ , --1 ,,.~, .-,iy.1 " -= '.-L: ,~, \ :,\·, ,, NEWPOR /.:'.'<\-£;rX '., '~~..... CENJER •· .... ,1·,,,,-· _,., < ··-. PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATION S -0 @I @ @ I>()<! lllil I![] cmJ :¢--o @ (- A I> ® e Elli [!2l ~ ® r;:; -~t'Ut/tt/d ---- ---- ---'t--- ----S--·- -----w----- ---G--- --E-- --T-- -CATV- --SP-- -x-x-x- =r:-c:r:r::r= (IN ADDITION TO GREENBOOK SECTION 1-3 .. 2) POWER POLE SEWER CLEAN OUT SEWER MANHOLE STORM DRAIN MANHOLE FIRE HYDRANT WATER METER smEET LIGHT PUIJL BOX TRAFFIC SIGNAL PULL BOX STREET LIGHT WATER VALVE GUY VARE SURVEY MONUMENT SIGN VAULT VENT TREE IRRIGATION CONTROL VALVE CABLE TV PULL BOX CORING LOCI\ 170N ELECTRICAL MANHOLE ELECTRICAL PULL SOX BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION CENTERLINE SEW.CR LINE WATER LINE GAS LINE ELECTRICAL LINE TELEPHONE LINE CA8LEVISION LINE SPRINKLER SYS1EM FENCE BLOCKWAIJL CALL TOLL FREE 1--800-227-2600 BEF ORE YOU DIG AB ARV ACP AC BC BCR BVC 81.K CATV Cl ~ CNB CL CLR C&G E EC ECR EVC EXJST FLG FE FL FM G GV GB G£ IP&T LT MAX MJ MIN NG N NTS NO OG PE PROP PB RCP RET RT SCH s sco SMH SHT SW s SCE SQ S1L T w W/ AGGREGATE BASE AIR RELIEF VALVE ASBESTOS CEMENT ,PIPE ASPHALT CONCRETE BEGIN CURVE BEGIN CURVE RETURN BEGIN VERTICAL CURVE BLOCK CABLE TV CAST IRON CENTERLINE CITY OF NEWPORT BEACH CLASS CLEAR CURB AND GUTTER EAST /ELEcm1c END CURVE END CURVE REllJRN END VERTICAL CURVE EXISTING FLANGE FLANGED END FLOW LINE FORCE MAIN GAS GATE VALVE GRADE BREAK GROOVED END IRON PIPE AND TAG LEFT MAXIMUM MECHANICAL JOINT MINIMUM NATURAL GROUND NORTH NOT TO SCALE NUMBER ORIGINAL GROUND PLAIN END PROPOSED PULL BOX REINFORCED CONCRETE · Pl~E RETAININ G RIGHT SCHEDULE SEWER SEWER CLEANOUT SEWER MANHOLE SHEET SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON SQUARE STEEL lELEPHONE WEST/WATER WITH BASIS OF B•EARINGS: XXX BENCHlll1ARK: xxxx ,S. DEPARTMENT c ... 1r1197-2 ;1 . /1 I / i 1i I , :' --=--I ,' APPRO',t;D··.·. ___ -_..:;I_• ·~,-!;f,~~~"'="'"c",~~~-.~.··½:!. ""i "-i --_, ----v~ ---,.-, ' • < ._., !_• ., DATE: i LEGEND MEW AC PAVEMENT NEW PCC PAVEMENT f • .. · · · 0 PAVEMENT GRIND & OVERLAY L~~ EMEIR:G,E,NiCY TELEPHOINIE N1UMi8iEIRS SOUTHERN CALIFORNIA $AS COMP•ANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY Of NtWPdRT BEACH UTIUTlES DtPAR'IME'.NT ORANGE COUNTY SANITATION DISTRICT TIME WARNER CASU, COX COMMUNICATIONS DAY (800) 624-8153 (: ,800) 611-191 ! 800~. 332-1321 949 $44-3011 714 962-2411 (714} 542-6222 NIBH, (949) 644=371 i ' " '··-·, w 3780 Kll:ROY AIRPORT WAY, STE 600 LONG BEACH, CA 90006 562-4Z6-S551 LOCATl•0 1N MAP NOT ifo SCALE APPROVAL RECOMMENDED: MUNICIPAL OPERATIONS DEPARTMENT D1RECTOR DATE: C\ -s;-(l GENERAL NOTE:S 1. Af.L WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTEC/ IN ACCORDANCE WITH THE "S,ANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTlON", 2009 EDITION AND SUPPLEMENTS TO DATE, EX CEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL a e: Re:sPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN lliE FIELD PRIOR TO BE.GINNING CONSTRUCTION. 3. At.L ltXPOSED QONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C, SHALL BE CLASS 560-C-3250 5. CONTRAC10R SMALL ADJUST CI TY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMEN TS, $EWER AND STORM DRAIN MANHOLES) !".RAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PA\l(;:MEN T AND CURB AND GU TTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. r--1'1 7. ANY DISCRE'.PANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION \_JJ OF THE ,ENGINEER. FAILURE'. iO DO so WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR G CORREC110N,. -8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATl'ONS, OR r- 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 CONTRACTOR'S EXPENSE. 1---------------11 r\ CONSTRUCTION NOTES V , SEE SHEET G-a-2 FOR GENERAL AND CONSTRUCflON NOTES. SEE NOTES ON INDIVIDUAL SHEETS FOR NOTES APPLICABLE TO THOSE SHEETS. GMC En '01 Warm• Tusth •ing Inc, Je, su· .!780 ::r»t Zo\B RECORD DRAWINGS Theae Record Drowln9s have been prepared based on information submitted, In part, by others. While this Information is belleved to be rel\oble, City of Newport Beach Is not responsible for Its accuracy, nor for errors or omlasions which may hava been Incorporated Into these plans as a result G-1 TITLE SHEET G-2 GENE'.RAL & CONSTRUCTION NOTES G-3 GENERAL PLAN L-1 LANDSCAPE DEMOLITION PLAN L-1.1 LANDSCAPE DEMOLITION PLAN -PARKING ISLAND L-2 LANDSCAPE GRADING L-3 LANDSCAPE CONSTRUCTION PLAN L-3.1 LANDSCAPE CONSTRUCTION PLAN -PARKING ISLAND L-4 LANDSCAPt CONSTRUCTION DETAILS L-5 PLANTING PLAN L-5.1 PLANTING PLAN -PARKING ISLAND L-6 PLANTING OETAILS, SPECIFICATIONS C-1 GRADING AND DRAINAGE PLAN C-2 CONCRETE DETAlLS IR-1 IRRIGATION PLAN IR-1.1 IRRIGATION PLAN -PARKING LOT IR-2 IRRIGATION DETAILS IR-3 IRRlGA1lON NOTES & LEGEND IR-4 IRRl®ATION SPECIFICATIONS IR-5 IRRIGAl'ION SPECIFICATIONS IR-5 IRRIGATION SPECIFIC Al'IONS E-1 Ge:Ni::RAL NOTES, LEGEND, ABBREVIATIONS AND FIXTURE SCHEDULE E-2 UGHTING PLAN E-3 PARKING LOT LIGHTING PLAN TITLE SHEET PETER TAUSCHER,. RbE 79012 SENIOR CIVIL ENGINEER CENTRAL AVENUE PLAZA REVITALIZATION SHEET IND EX DESIGNtO: DRAWN: JRC, JRC CHECKED: DA TE: JH 08 31 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5243-S SHEETG-1 OF 24 . ,:;: 0 :;:, C E "' C 8 L ., ,:, L 0 ...., L 0 a. 3' Q) " CENTRAL AVENUE Pl A/A REVITALIZATION GENERAL NOTES 1. THE CONTRACTOR SH ALL VIS IT THE SITE PRIOR TO BIDDING TO VERIFY CONDITIONS AN D EXTENT OF WO RK . 2. CONTRACTOR SHALL HAVE A VALID CALIFORNIA CONTRACTOR LICENSE, CLASS A. 3. ALL CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICAT IONS FOR PUBLIC WORKS CON STRUCTION " (SSPWC), 2015 ED ITION ; APPLICABLE CODES, ORDINANCES , REGULATION S, AND TH E PROJECT SPECIFICATIONS . 4. NOTIFY THE ENGINEER A MIN IMUM OF 48 HOURS IN ADVANCE OF CONSTRUCTION. 5. TH E CONTRACTOR SHALL PROTECT ADJACENT STRUCTURES DURING CONSTRUCTION. ANY DAMAGE CAUSED BY THE CONTRACTOR DU RI NG WORK SHALL BE CORRECTED TO THE SATISFACTION OF TH E ENGINEER AT THE CONTRACTOR'S EXPENS E. 6. THE ACCURACY OF EXISTIN G UTILITIES , AND STRUCTURES SHOWN ON PLANS ARE NOT GUARANTEED. ACTUAL FIELD CONDIT IONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO FABRI CATION OF MATERIALS, ORDERING MATERIALS, OR PERFORMING WORK . 7 . THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY, SECURITY AND PROTECTIO N OF PERSONNEL, EQUIPMENT , CONSTR UCTION, AND ADJACENT FACILITIES FOR THE DURATION OF THIS CONTRACT. THE CONTRACTOR AND H.IS SUBCONSULTANTS SHALL PREPAR E AND CON FORM TO A PROJECT SPEC IFIC HEALTH AND SAFETY PLAN. THE HEALTH AND SAFETY PLAN SHALL INCLUDE APPLICABLE GUIDELINES AND REGULATIONS SET FORTH IN CURRENT O.S.H.A. REGULATIONS. THE ENGINEER OF RECORD AND THE CITY WILL NOT BE RESPONSIBLE FOR JOB SITE SAFETY PROCEDURES. 9. THE CONTRACTOR SHALL BECOME FULLY INFORMED OF ALL CONDITIONS AT THE WORK SITE THAT MAY OR COULD DELAY PROJECT COMPLETION, RESULT IN EXTRA WORK, OR COST AND SHALL ACCOUNT FOR THESE CONDITIONS IN THE BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR NEGATIVE CONDITIONS THAT COULD HAVE REASONABLY BEEN IDENTIFIED BY A DILIGEN T EXAMINATION OF THE SITE AND EXISTING CONDITIONS. 10. PRIOR TO THE START OF WORK THE ENGINEER WILL ARRANGE A PRECONSTRUCTION CONFERENCE. THE CONTRACTOR AND MAJOR SUB CONTRACTORS AND SUPPLIERS ARE REQUIRED TO ATTEND . THE CONTRACTOR SHALL PRESENT THE PRELIMINARY CONSTRUCTION SCHEDULE AT THIS CONFERENCE FOR REVIEW AND APPROVAL. NO WORK SHALL START UNTIL THE WORK SCHEDULE IS APPROVE D. 11 . CONTRACTOR SHALL PR OVIDE RECORD DRAW INGS UPON COMPLETION, REFLECTING THE AS-BUILT CONDITION. 12. ALL DEBRI S FROM DEMOLITION AND CONSTRUCTION ACT IVITIES SHALL BE DISPOSED OF AT AN APP ROVED UPLAND DISPOSAL SITE . ANY AND ALL DEBRIS THAT FALLS IN THE BAY SHALL BE IMMEDIATELY REMOVED. 13. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR . AIR QUALITY AND NOISE MITIGATION MEASURES 1. THE CONSTRUCTION CONTRACTOR SHALL TAKE STEPS SO THE DAILY NOx LEVELS DO NOT 2. EXCEED THE APPLICABLE THRESHOLD, RESULTING IN A SIGN IFICANT IMPACT. THE FOLLOWING MEASURES SHALL BE REQUIRED: A. HEAVY EQUIPMENT SHALL BE TUNED UP AND MAINTAINED IN ACCORDANCE WITH MANUFACTURER 'S SP ECIFICATIONS. EQUIPMENT LOGS DEMONSTRATING PROPOER MAINTENANCE SHALL BE MAINTAINED AT THE SITE DURING CONSTRUCTION ACTIVIT IES FOR CITY INSPECTION. B. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO REMAIN IDLING FOR MORE THAN A FIVE MINUTE DURATION. C. TRUCKS SHALL NOT BE ALLOWED TO REMAIN IDLING FOR MORE THAN TWO MINUTES DURATION. D. ELECTRIC POWER SHALL BE USED TO THE EXCLUSION OF GASOLINE OR DIESEL GENERATORS AND COMPRESSORS WHENEVER FEAS IBLE. PR IOR TO DEMOLITION ACTIV ITIES, THE CONSTRUCTION CONTRACTOR SHALL INSPECT ALL ALL STRUCTURES WITHIN 50 FEET OF DEMOLITION OPERATIONS TO DOC UMENT EXISTING CHARACTERISTICS OF THE STRUCTURES. IF DAMAGES TO THE STRUCTURES OCCURS AS A RESULT OF CONSTRUCTION ACTIVITIES, THE PROPERTY OWNER SHALL BE FINANCIALLY COMPENSAT ED BY TH E CONSTRUCTION CONTRACTOR TO REMEDIATE DAMAGES . NEWPORT BEACH, CALIFORNIA STRUCTURAL NOTES A. CONCRETE: 1. SITE CONCRETE, LIGHT FOUNDATIONS, SURFACE PAVING AND SUB-SLABS SHALL BE 560-C-3250 PER THE STAN DARD SPECIFICATION. I -, B. REINFORCEMENT: 1. REINFORCING BARS: EXCEPT AS NOTED, REINFORCI NG BARS SHALL BE DEFORMED AND SHALL CONFORM TO ASTM A615, GRADE 60. REINFORCIN G BARS SUBJECT TO WELD ING SHALL CONFORM TO ASTM A706, GRADE 60. REINFORCING BARS 2. REINFORCING BARS SHALL BE EPOXY COATED. STRAIGHT BARS SHALL BE COATED IN CONFORMANCE WITH ASTM A775. BENT BARS SHALL BE FABRICATED PRIOR TO COATING AND COATING AND COATING SHALL COMPLY WITH ASTM A93.4. THE MINIMUM COATING THIC KNESS SHALL BE 7 MILS. COATED BARS SHALL BE HAN DLED AND PROTECTED IN ACCORDANCE WITH THE PROVISI ONS OF ASTM D3963. COATED BARS THAT ARE CUT IN TH E FIELD SHALL HAVE TH E CUT END SPAY COATED WITH EPO XY PAINT. 3. WELDING OF REINFORC ING BARS: WELDI NG OF BARS IS NOT PERMITED EXCEPT WHERE SHOWN OR APPROVED BY ENGINEER. ALL WELDING SHALL CONFORM TO AWS D1.4 4. ALL REINFORCING STEEL HOOKS SHALL BE STANDARD HOOKS, AS FOLLOWS: STANDARD HOOK DETAILS HOOK A OR G i BA R DIAMCTER :~f --: ----· D-~:l-.~.>"· .~i-t""~-..o-. b o -., d b -~--c__ __ --1.,,,, 4d b OR _j_l ~~"' 2 1/2"MIN. ' • FINI SH ED INSIDE <i N BEND DIAMETER -____ !_ BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 # 11 0 180 .. i I DIMENSIONS OF 180-DEG.HOOKS, A OR G J 5" 3" 6" 4" 7" 5" 8,, 6" 1 0 " 7 " 1 1 " 8" 1'-3" 1 1 3/ 4" 1'-5" 1 '-1 1 / 4" 1 '-7" 1 '-2 3 4" STANDARD ALL GRADES D 2 1 / 4" 3" 3 3/4" 4 1 /2" 5 1 / 4" 6" 9 1 /2" 10 3/ 4 " 1 2 " 90 ° DIMENSIONS OF STANDARD 9 0 -DEG.HOOKS,ALL GRADES A OR G D 6" 2 1 / 4" 8" 3 " 1 o" 3 3/ 4 " 1 '-0" 4 1 /2" 1'-2" 5 1 / 4" 1'-4" 6" 11 -7" 9 1 /2 " 1 ·-10" 10 3/4" 2 '-0" 1 2" -------- Cl "' a:: oo 0 ::r: <i BAR SIZE #3 #4 #5 #6 #7 #8 \ / \\ d b .,.....i...J...-., 135' D 1 1/2" 2" 2 1 /2" 4 1 /2" 5 1 /2" \ \ \ . • ~ '\ \) ~ yc" < 135° HOOKS A OR G 4 1 /2" 4 1 /2" 5 1 /2" 8" 9" 6" 10 1/2" H APPROX ---~-~= 3" 3 " 3 3/ 4 " 4 1 /2" 5 1 /2" 6" •,-<-• ...... .- STRUCTURAL DESIGN CRITERIA A . PARTIAL LIST OF CODES AND REFERENCES USED FOR DESIGN: 1. MUNICIPAL CO DE OF NEWPORT BEACH , CALIFORNIA. 2, AMERICAN CONCRETE INSTITUTE (ACI), BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY, ACI 318-11, 2011. 3. ANSI/ASCE-7, STANDARD , MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2010. 4. AMERICAN INSTITUTE OF STEEL CONSTRUCTIONS (AISC), CODE OF STANDAR D PRA CTICE FOR STEEL BUILDINGS AND BRIDGES 5. ANSI/AWS 01 .1 & 1.4, STRUCTURAL WELD ING CODE-2006 EDI TION. 6. STEEL STRUCTURE PAINTING COUNCIL (SSPC) PAINTING MANUAL, VOLUME 2, 2005 EDITION. 7. NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION . DRAINAGE SYSTEM NOTES 1. ALL SIT E CATCH BASINS SHALL BE NOS 1200 SERIES OR EQUAL. 2 . INLET GRATES SHALL BE NOS #1280 12"X12" ATRIUM GRATES, OR EQUAL. 3. CATCH BASIN PIPE CONNECTOR S SHALL BE NOS #1243 3" & 4" UNIVERSAL LOCKING OUTLET FOR 4 ' PIPES AND #1266 6" UNIVERSAL LOCKING OUTLET FOR 6" PIPES, OR EQUAL. 4. ALL CATCH BASIN S SHALL HAVE A~ NOS #1200 FF 12" CATCH BASIN FILTER . 5 . ALL DRAINAGE PIPING SHALL BE Sch. 40 ABS DRAINAGE PIPE. CATCH BASIN CONFIGURATION DATA Number Rim Elevation Inlet Invert Outl et In vert Inlet Pipe Outl et Pipe CB -1 +8.25 N.A. +7 .50 N.A. 4"¢ CB-2 +8.60 +7.25 + 7.25 4"¢ 4"¢ CB-3 +8.45 +7.02 + 7.02 4"¢ 4"¢ CB-4 +8.45 +6.86 +6.78 4 "¢ 6"¢ CB-5 +8.25 +6.60 +6.60 6"¢ 6"¢ W.L ....... £& I .... ' t 0 ... . -I . . Trash Retieptacle • ... • . • . . I . • . . . [ill-__ ------... -.:..._ ) ,, . --Existing Sub-Marine Water Pipeline, Protect in Plac'e, Note: Contractor/Inspector Must Contact the \, _ CNB Utilities Department Prior to anx Street End Wo~. 949-644-3011, Must Schedule a Utilities Inspection and Possible Waterline Shutdown , \ - - --------_1 _ \ ,--Approximate Existing Mudline Contours (Typ) _f I . I 1 I '· I I . . . / / I I ./ I I I . I • Tr.;ish Receptacle ~ o ., ,. --------~ ------ Detectable Warning Pavers - \ \ Existing Public Parking Lot Notes: For Landscape Area Drainage system details, see sheet C-1 . For Lighting System see sha.eets E-1 and E-2. For Lighting Foundations and concrete details see sheet C-2 . ------. -.--.--- ·-··--.. / Existing Concrete Bulkhead '"'· -••• Southern Edge Central Channel • New Float S 84' Lon;, fo\lbWJi~ Dock ee Drawing # H Ide ---5259-s New Guardrail Trash Receptacle I ! I i I I ' . I I I ----llil----rm ---------~-- New Brick Cross-Walk With Concrete Borders New Detectable Warning Pavers GENERAL PLAN Scale 1 "= 5' . --... ----- \ \ / / I ---- \ ••.. ,: ... ._~_,.,."'¢;( -,' ..... ·-.. , ~ ,r--Pole Light (Typ) ,(. Fixture Type A . , - I Landscape Are Drainage Syste ----------- Expanded Metal Screen Enclosure -B 0 CJ • ----. GMCEr 'J1 Warrr Tusth :s-AN ing Inc, c, Su' 1 80 Zo\15 C-8197-2 CENTRAL AVENUE PLAZA REVITALIZATION GENERAL PLAN I For Hardscape and Landscape Improvements see sheets L-1 through L-6 . I For Water Side inprovements, by others, see CNB Drawing# H-5259-S. Lt, 02Oct2017 Revised Bike Racks & Walkway VI DESIGNED: JRC ORAYIN: JRC CITY OF NEWPORT BEACH P-5243-S 7 NO. DAlE OESCRl'IION rE RE\1Sl0NS Cl£Cl<ED: DAlE: PUBLIC WORKS DEPARTMENT StETG-30F' 24 a:L ________________________________________ _;_ _____________________________ 1-::::..L_:=::_-1:==-==-=-====----------r:.:..::=-::::i, _ _::::s;;=====::::::::..--1 ___ ~J!:!JHL~ol£al:.3~1l!1!.1L ____________________ -1..==~~:::_;~_J 0 n n ===~----------'·:::-:. ===I~ , 0 ~-NOTE: FOR RAMP, DOCK, & RELATED IMPROVEMENTS, SEE CNB DRAWING H-5259-S. ---------------------- 0 ~-NOTE: DEMOLITION LEGEND: 0 EXISTING CONCRETE PAVING TO BE REMOVED. 0 @ 0 0 EXISTING CURB & GUTTER TO REMAIN; PROTECT-IN-PLACE. EXISTING MANHOLE, CURB INLET & ASSOCIATED CONCRETE SLAB SURROUND TO REMAIN; PROTECT-IN-PLACE. EXISTING CONCRETE SEAT WALLS/ BENCHES TO BE REMOVED, INCLUDING FOOTINGS. (4) EXISTING TREE(S) TO BE REMOVED, INCLUDING STUMP-GRINDING . ALL STUMPS AND ROOT MATS SHALL BE GROUND TO A DEPTH THAT SEVERS THE ROOTS FROM THE MAIN ROOT MASS TO A MINIMUM DEPTH OF TWELVE INCHES FROM FINISHED GRADE (NOT ORIGINAL GRADE). ALL GRINDINGS RESULTING FROM THE GRINDING PROCESS SHALL BE REMOVED FROM THE HOLE AND SHALL NOT BE USED AS FILL. 0 0 0 (1) EXISTING TREE TO REMAIN; PROTECT-IN-PLACE. CONTRACTOR TO PROVIDE A MINIMUM 12' DIAMETER "TREE PROTECTION ZONE" (TPZ) AROUND BASE OF TREE , TO BE ESTABLISHED IN THE FIELD W/ CONSTRUCTION FENCE THROUGH PROJECT COMPLETION. PRUNE AS NECESSARY AS DIRECTED BY ENGINEER. 0 0 SAW-CUT EXISTING SIDEWALK AS NECESSARY TO PROVIDE FOR REMOVAL OF EXISTING CONCRETE PAVING AS SHOWN. .• EXISTING CONCRETE WALL TO REMAIN. SAW-CUT & REMOVE EXISTING CONCRETE BENCH SUPPORTS & WOOD BENCH. (SEE LANDSCAPE CONSTRUCTION PLAN FOR INFORMATION REGARDING BRICK VENERRING). SAW-CUT A PORTION OF THE EXISTING CONCRETE WALL TO PROVIDE FOR NEW CONSTRUCTION. (SEE LANDSCAPE CONSTRUCTION PLAN FOR ADDITIONAL INFORMATION & DIMENSIONING). EXISTING GUARDRAIL TO BE REMOVED & PROTECTED BY CONTRACTOR FOR REINSTALLATION FOLLOWING PAVING OPERATIONS AS A PART OF THIS CONTRACT. PROTECT EXISTING BOLTS IN PLACE FOR USE DURING GUARDRAIL REINSTALLATION PROCESS. '1Q\ CONTRACTOR TO REMOVE EXISTING TEMPORARY TIMBER CURB BELOW GUARDRAIL & TEMPORARY CONCRETE RAMP AT GANGWAY LANDING AS A PART OF V DEMOLITION PROCESS, FOLLOWING REMOVAL & PROTECTION OF THE EXISTING GUARDRAIL & ASSOCIATED BOLTS AS NOTED ABOVE. G CONTRACTOR TO REMOVE EXISTING BACKFLOW PREVENTER & TURN OVER TO THE CITY. (EXIST. CUT-OUT IN PAVING) f I / I , j [ I i I , I I I , // /J II •• /"··--I '·'\__ EXIST. FENCE (P.1.P) 2 I I / "·,., / I / / I I ii / ' FOR DEMOLITION WORK IN PARKING ----ISLAND, SEE SHEET #L-1.1 --,_\ _) /" Co,,_,/ O' 4' 8' SCALE: 1/4" = 1'-0" 16' C-8197-2 CENTRAL AVENUE PLAZA REVITALIZATION DEMOLITION PLAN a§tettc;,aves L A N D s C A p E Inc. A R C H I T E C T s l-----11-------11------------------+------l RDl:WAL DATE DESIGNED: DRAWN : P-5243-S 2152 Dupont Drive Suite 255 Email: rcg.asla@sbcglobaLnet Irvine, Colifomio. 92612 Tel. (949) 955-1424 1-----11-------1-----------------+------l NO. DATE DESCRIPTION OF REVISIONS APPR OVED RCG RCG CHECKED: DATE: RCG 08 25 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET L-1 OF 24 I j , I ! ! f 0 \ 4 (3) Asp,_, ' 1Al 1 2 1-------- I 7 >-----~ ~-2 t--~---c-?""'------ / -- ,-/ ,, 1 2 (TYP.) g --"k 8 ,-------1 1 9 \ \ \\ \\ \, ay1!JJl!!ert \ \ .: .. I \ •. \ I f ! I f I / I I I llJI r<c;mves L A N D S C A P E J,jjj;_ A R C H I T E C T S t---+-----t-------------------------1------1 2152 Dupont Drive Suite 255 Email: rr.g.asfa@sbcglobal.net Irvine, California 92612 Tel. (949) 955-1424 l---+-----1--------------------j-----l NO. DATE DESCRIPTION OF REVISIONS APPROVED DEMOLITION LEGEND: 0 EXISTING CONCRETE PAVING TO BE REMOVED (TYP. INDICATION). 0 EXISTING CURB TO REMAIN; PROTECT-IN-PLACE. @ EXISTING CURB & GUTTER (WHERE OCCURS) TO REMAIN; PROTECT-IN-PLACE. 0 EXISTING WATER AIR RELEASE VALVE ASSEMBLY TO REMAIN; PROTECT-IN-PLACE. r,j'\ (3) EXISTING TREES TO BE REMOVED, INCLUDING STUMP-GRINDING. ALL STUMPS AND ROOT MATS \2) SHALL BE GROUND TO A DEPTH THAT SEVERS THE ROOTS FROM THE MAIN ROOT MASS TO A MINIMUM DEPTH OF TWELVE INCHES FROM FINISHED GRADE (NOT ORIGINAL GRADE). ALL GRINDINGS RESULTING FROM THE GRINDING PROCESS SHALL BE REMOVED FROM THE HOLE AND SHALL NOT BE USED AS FILL. f's\ EXISTING WHEELCHAIR RAMP(S) & ADJACENT CURBING (WHERE OCCURS) TO REMAIN; V PROTECT-IN-PLACE. 0 0 0 0 EXISTING BIKE RACK TO REMAIN; PROTECT-IN-PLACE. EXISTING LIGHT FIXTURES TO BE REMOVED. SEE SHEETS E-1 & E-3 FOR ADDITIONAL INFORMATION REGARDING NEW FIXTURES TO BE INSTALLED. CONTRACTOR TO TURN OVER FIXTURES TO THE C.N.B., UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER. SAW-CUT & REMOVE EXISTING ASPHALT AS NECESSARY TO PROVIDE FOR NEW BRICK PAVING w/ CONCRETE BANDS. SEE CONSTRUCTION PLAN SHEET #L-3.1 FOR RELATED DIMENSIONING & ADDITIONAL INFORMATION). CONTRACTOR TO VERIFY PROTECTION IN-PLACE, REMOVAL, AND/OR REPLACEMENT OF ALL EXISTING SIGN POSTS, PARKING METERS, UTILITY & RELATED BOXES & FOOTINGS WITHIN ISLAND PAVING w/ THE ENGINEER BEFORE COMMENCEMENT OF DEMOLITION. O' 8' 16' SCALE ; 1 /8" = 1 '-0" 32' C-8197-2 t~~E A G'?-4 ~Jd-c4~ "' SIGNATURE '-" 10-31 -17 REl£WAL DATE DESIGNED: DRAWN: RCG RCG CHECKED: DA TE: RCG 08 31 17 CENTRAL AVENUE PLAZA REVITALIZATION DEMOLITION PLAN-PARKING ISLAND CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5243-S SHEET L-1 .1 OF 24 ····-,---~~----,,--. n ---········~ .... tt;c •••• __ ._-.:;:--_jJ C'~ ~J ~r1· !,,, __ ,. i I I I " P.A. NOTE : FOR RAMP, DOCK , & RELATED IMPROVEMENTS, SEE CNB DRAWING H-5259-S. P.A. D P.A. ·------. ··--·------- 6 P.A. ----- EXISTING PARKING ISLAND ------------- GMC En 1401 Warn e Tustl11 ing Inc. '-'e, Suit- 2780 10/212017 PAVING, BIKE RACKS nf?!J!!ert ullll «c;ravtS L A N D s c A p E Inc. A R c H T E c T s l----+-------+--------------------------+-----1 ------------------- 2152 Dupont Drive Suite 255 Emrlil· rr.g.asla@sbcglobal.net l----4-------1-------------------------------+-----~ Irvine, California 92612 Tel. {949) 955-1424 NO. DATE DES CRIPTION OF RE'v1SIONS APPROVED GRADING NOTE: -- 2.0% --) -{JJJ r ------- 1 I FG +8.78 CB El. +8.25 (N) • SEE SHEET C-1 FOR CONCRETE ELEVATIONS. r,t~tE Alic//. $' ,--: ~ GR4 1/ 1: '-or ~ ~ ~,u.~)t,,~ ~1 ·--...J ~ S I GNA Tl.I(£ c.,,i 10.31-17 REI-EWAL DATE DESIGNED: DRAWN : RCG RCG CHECKED DATE: RCG 08 25 17 1 l --· -.. ....._-..: . -,.. • ------,__ -- I 4' 8' 16' SCALE: 1/4" 1 '-0" C-8197-2 CENTRAL AVENUE PLAZA REVITALIZATION GRADING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5243-S ADDITIONAL NOTES (COORDINATION OF GUARDRAIL & NEW PRE-CAST PAVERS) SEE DEMOLITION PLAN (SHEET#L-1) FOR INFORMATION REGARDING REMOVAL & PROTECTION OF THE EXISTING ANODIZED ALUMINUM GUARDRAIL & RELATED SCOPE OF WORK. CONTRACTOR TO ALIGN PRE-CAST PAVERS W/ EXISTING PAVERS ON GANGWAY PLATFORM. CONTRACTOR TO DRILL HOLES IN NEW PAVERS AT EXISTING GUARDRAIL BOLT LOCATIONS TO ALIGN W/ EXISTING GUARDRAIL BOLTS. REINSTALL GUARDRAIL OVER NEW CONCRETE PAVERS. 0 0 LEGEND / CONSTRUCTION NOTES: TYPICAL INDICATION FOR 4" THICK NATURAL-COLORED CONG. PAVING (PER CITY STD.) w/ A SAND-WASHED FINISH. NOTE: SUB-BASE MATERIALS & COMPACTION TO COMPLY w/ C.N .B. REQUIREMENTS (90 % MIN.). 1 6" WIDE SPECIAL TY LARGE SCALE NARROW MODULAR PRECAST CONCRETE PAVERS, AS AVAILABLE FROM STEPSTONE, INC., GARDENA, CA. (310) 327-7474 (GEORGE MEADE ARCHITECTURAL SALES: 949 / 683-0387), OR APPROVED EQUAL. SURFACE FINISH TO BE SANDBLASTED w/ A "STANDARD" COLOR (TO BE SELECTED). SEE ALSO DETAIL "A" HEREON, INCLUDING SPECIFICATION OF MODULE LENGTHS & PATTERN. RED COMMON BRICK PAVING IN A RUNNING BOND PATTERN (BUTT JOINT), OVER A 3-1/2" CONCRETE SUB-BASE. NOTE: SUB-BASE MATERIALS & COMPACTION TO COMPLY w/ C.N.B. REQUIREMENTS. EXISTING POURED CONCRETE WALL, TO BE VENEERED WI RED COMMON BRICK. SEE DETAIL "B" / L-4. 0 0 (8 SAW-CUT END OF EXISTING WALL TO CLEAR NEW PAVING, INCLUDING NEW BRICK VENEERING (±18"). CONTRACTOR TO VERIFY & ADJUST DIMENSION AS NECESSARY PRIOR TO SAW-CUTTING IN ORDER TO CONFORM TO FINAL LAYOUT OF NEW CIRCULAR PLAZA PAVING (SEE PLAN). NOTE: FOR RAMP, DOCK, & RELATED IMPROVEMENTS, SEE CNB DRAWING H-5259-S. 0 0 ADA COMPLIANT WARNING PAD I CURB ACCESS RAMP TO COMPLY W/ CURRENT C.N.B. & ADA REQUIREMENTS, PER SHEETS_C-1.&.C-2. SAW-CUT I JOIN EXIST. SIDEWALK PER CITY OF N.B. STD-108-L. 0 TYPICAL INDICATION FOR EXPANSION JOINTS IN PAVING (318" COMPRESSIBLE JOINT MATERIAL w/ TEAR-OF JOINT CAVITY TO RECEIVE "ELASTO-THANE" SELF-LEVELING SEALANT OR APPROVED EQUAL. COLOR & (S f \ ~\ )itv IC JOINTFILLER) I ADJACENT PAVING. EXIST. WALL & FENCE (P.I.P) \,,,/,"-. "-. / "'✓ / / SITE FURNISHINGS SCHEDULE: ± B'-911 ± 9'-6" S', --"'; ,. L u;f.!',- CONTRACTOR SHALL PROVIDE AND INSTALL THE FOLLWING SITE AMENTIES IN THE APPROXIMATE - LOCATIONS SHOWN ON PLAN, OR AS DIRECTED IN THE FIELD BY THE AGENCY'S REPRESENTATIVE. WHERE APPLICABLE, INSTALLATION SHALL BE PER MANUF'ACTURERS' SPECIFICATIONS. ITEM QTY. MANUFACTURER CAT. NO./ DESCRIPTION BENCHES TRASH RECEPTICALS BIKE RACKS 2 2 3 2 Canterbury International Canterbury International Los Angeles, CA (800) 935-7111 (323) 936-7111 Canterbury International "Swerve Rack" by DERO Minneapolis, MN (888) 337-6729 6' Bowery Straight Bench #COBB 805-72-F * 6' Bowery Curved Bench #COBB 805-72-F * Curve Radius:± 28' at back -(Verify Prior to Fabrication) • With intermediate arm Color: RAL 8019 Mounting: Provide for permanent anchoring. Bowery Trash Receptacle with Aluminum Top & Plastic Li ner Color: RAL 8019 Powder Coated Steel w/ City (Sailboat) Logo+ "CENTRAL AVE." Color: "BLUE" RAL 5005 Mounting: Surface-mounting ± 11'-0" ± 7'-0" /",/' --co I .,. "'I + ± 7'-1" ± 12'-1" if~~"(; NOTE: ,.,.,,,,.,•"' FOR CONSTRUCTION WORK IN ___ PARKING ISLAND, SEE SHEET #L-3.1 --. .....,,, ,,..,,. ... / \ I / / ./' 10/2/2017 PAVING, BIKE RACKS GMC Er 01 Warnr Tustil G LEGEND/ NOTES (CONT.): REINSTALL GUARDRAIL OVER NEW PAVERS. LIGHT STANDARDS, SEE SHEETS E-1 & E-2. BRICK PAVING w/ CONCRETE BANDS IN STREET . SEE SHEET #LC-3.1, C-1 & C-2 FOR ADDITIONAL INFORMATION. 6' LONG POWDER COATED WROUGHT STEEL STRAP BENCH (STRAIGHT), SEE "SITE FURNISHINGS SCHEDULE" HEREON. 6' LONG POWDER COATED WROUGHT STEEL STRAP BENCH (CURVED), SEE "SITE FURNISHINGS SCHEDULE" HEREON. POWDER COATED WROUGHT STEEL STRAP LITTER RECEPTACLE, SEE "SITE FURN ISHINGS SCHEDULE" HEREON. (FINAL PLACEMENT LOCATIONS TO BE COORDINATED WITH & VERIFIED BY CITY DURING INSTALLATION). BIKE RACK, SEE "SITE FURNISHINGS SCHEDULE" HEREON. EX ISTING TREE TO REMAIN; PROTECT-IN-PLACE. PRUNE AS NECESSARY AS DIRECTED BY ENGINEER. 3" LAYER OF DECOMPOSED GRANITE AT SURFACE OF TREE BASINS TYP. (SEE LANDSCAPE DETAILS). ± 40'-1 O" 9 ± 9'-6" ± 15'-0" EXIST. C.B. / M.H. (P.I.P.) (PROTECT-IN-PLACE) 1 ing Inc. "-i Su '780 15 (2) 8 (TYP. IND. I I I I 7 I I O' I I 7 4' 8' 16' SCALE: 1/4" = 1'-0" C-8197-2 CENTRAL AVENUE PLAZA REVITALIZATION LANDSCAPE CONSTRUCTION PLAN nR..ofJert u/W «craves L A N D s c A p E Inc. A R c H I T E c T s l----+-----+----------------------f-----1 REIOIAL DATE DESIGNED: DRAWN: P-5243-S 2152 Dupont Drive Suite 255 Email: rcg.asla@sbcglobal.nP.l: l----+-----+-----------------------,f-----1 Irvine, California 92612 Tel. (949) 955-1424 NO. DA TE DESCRIPTION OF RE\1SIONS APPROVED J'/ 0B-25-17 ~ ~/"r DATE ~..,_ < or c~\.\,~ RCG RCG CHECKED: DA TE: RCG 08 31 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET L-30F 24 ! ' I / I I I I I 0 8 ALIJ EDGE OF BRICK w/ / CORNER AT B.O.C. 7 El 9 I 6 (TYP. IND.),,,·· } ,.r ANGLE OF CROSSWALK TO MATCH ISLAND WALKWAY BEGIN CROSSWALK BAND AT INSIDE EDGE OF EX. RA MP GROOVING BORDER 5 NOTE: FOR LANDSCAPE CONSTRUCTION IN PLAZA AREA, SEE SHEET#L-3 ""f--,.; , . - -LJ \ I i. • ... .....,~..,..:11-------I \ I (TYP.) 1 ... := ~-:----~---·-·-·--\ / ! .) >---------L-4./--·~·:...:;,_..:'--·. _--._--;_,.:-:::-.. ,:-l--. . . ........ . ' . •. . . .. ... . : . . .~ . . . •. . . •. • • . • . ':--. ; •.•.. : • 9 (TYP. IND.} 18'-10" 26'-10" + 26'-10" .. - I \ 4 aJfrifrtomxr E /n,c•ARC HI T L A N D S C A p E C T S 2152 Dupont Drive Email: rcg.asla@sbcgloba!.net Suite 255 Irvine, California 92612 Tel. (949) 955-1424 & NO. ' . .... ,. :-:. -1-·,. • ••• • l • • • • •' : • I -. • ,' ; I I / I , I / / I I; I : I / I I 1/ I ' I I GMCEn cl1 Warnr Tusti. ing Inc. -.., Su' 780 10/212017 PAV ING, ADD TREE GRATE DATE DESCRIPTION OF REVISIONS LEGEND/ CONSTRUCTION NOTES: 0 TYPICAL INDI CATIO N FOR NATURAL-COLORED CO NC. PAVING w/ A SAND-WASHED FINISH, PER CONST. NOTE #1 / SHEET L-4. 0 RED COMMON BRI CK PAVING IN A RUNNING BOND PATTERN (BUTT JOINT) IN PEDESTRIAN AREAS (PERPENDI CULAR TO ISLA ND CURBS). INSTALL OVER A 3-1/2" CONCRETE SUB-BASE. NOTE: SUB-BASE MATERIALS & COMPACTION TO COMPLY w/ C.N.B. REQUIREMENTS (90% MIN.). RED COMMON BRICK PAVING "CROSSWALK" w/ 16" WIDE CONCRETE BANDS IN VEHICULAR AREA. (PERPENDICULAR TO BANDS). SEE SHEETS C-1 & C-2 FOR DETAILING & ADDITIONAL INF ORMAT ION. EXISTI NG ACCESS RAMP(S ) & ADJACENT CURBIN G (WH ERE OCCURS) TO COMPLY W/ CURRENT C.N.B & ADA STANDARDS, TO RE MAIN: PROTECT-IN-PLA CE . (SEE SHEETS C-1 & C-2 FOR ADDIT IONAL INFORMATION). CONSTRU CT 12" WIDE GROOVED BORDER ADJACENT TO TOP OF EXISTING RAMP PER STD-181-L-A & C. NEW WAR NING PAD TO COMPLY W/ CURRENT C.N .B ADA STANDARDS . (SEE SHEETS C-1 & C-2). TYPICAL INDICATION FOR EXPANSION JOINTS IN PAVING (3/8" COMPRESSIBLE JOINT MATERIAL w/ TEAR-OFFNOID FOR ELASTOMERIC JOINT FILLER). JOINT CAVITY TO RECEIVE "ELASTO-THANE" SELF-LEVELING SEALANT OR APPROVED EQUAL. COLOR & (SAND) TEXTURE TO MATCH ADJACENT PAVING. EXISTING BIKE RACK TO REMAIN; PROTECT-IN-PLACE. (2) NEW LI GHT STANDARDS, SEE SHEETS E-1 & E-3. . CAST IRON TREE GRATE S w/ 12" SQU ARE TREE OPENI NGS BY IRONSMITH (760-776-5077)-"MARKET STREET' #6062 IN HALVES , 1/2" M OPE NINGS FOR A.D.A. COMPLIANCE, w / FRAME #6000 F-7-2. INSTALL PER DETAILS D & E HEREON, & MANUFACTURER'S SPE CS. EXISTING WATER AIR RE LEASE VALVE ASSEMB LY (PROTECT-IN-PLACE ). CONTRACTOR TO VERIFY PROTECTION IN-PLACE, REMOVAL , AND/OR REPLACEM ENT OF AL L EXISTING SIGN POSTS, PARKING METERS, UTILITY & RELATED BOXES & FOOTINGS WITHIN ISLAND PAVIN G w/ THE ENGI NEE R BE FORE COMMENCEMENT OF DEMOLITION . TREE G RATE #M6062 11-<0NSMITH STYLE: MARKET STREET 1-----60.0000 -----1 11-701 CORPORATE WAY, lt3 PALM DESERT, CA 92260 (800) 338-4766 r 30.0000 _L ao c:,aa cocaaoacaaoa a aaaaaoac aaaooaa o caaoaaaaaaaoa IIO QIIC '"""' I] 0 DD O<Hl DD DD CID!l CDDCIDIHI D CIIDIHHJIICI CD ClllDIU:lllll<IIHIC CO IJOIJ IJOIJOIJ IJIJIJOD ODOOOIJOD DODIID DDll llDDDD llDll DD llDllDOllDDDOCI CIDODCI OOCIOO ll001l01Jl>llll0000 DOOOOOOO DPODOOOO llOOODOODODDOO 0 0 0 0 0 OOOOD ODODDOOODIJOOO DDOIJGOOIJ IIOODO IJD IJ ODODDDDDDODOD 00000 0000 0 C ODOIICIDDDDOOO DODOOCIDll DCIDDOCIOCI llODDDDDDDDDDCI CIO DO D OO CIO CI Cl!HIOIIOIIOIJOOOO 0000000Cl 0000000 0 OOOODOOOOOOQO DO QOCl OIJOOD <lD<llJOIJODIJOODI> aaaaag pp l;l<IU<IQCIOQ g ,:,gouou goouoc IJIHI D<l DOIJCICI D CIDOIICIIICIDCIIJCID OIIOODIJOCl ODD l;IQIJOIJ ClOClDlllJOOOC,OQIJ IJDODCl (]IJ <]I]<] Cl DClODCIDCllJOllOD ClOODO OOCl Cl ClClClDCIO <] ClO ClDClCICIDIIODIJCI CIO IJOCl OO CIOCI QOQOIIOO DDOCIO O DOOlllltlDCl D DDOQQOCI 01100000000000 0 0 000 PDODO onOOOCl<IOl'.10000 ODOOO ODO oaooo e,o e, o o anoo DOOOOOD 00000 DDIJOD ODOCIDIJD ODIIODO IJ IJD DOC oaaac oaooooa DODOIJOPOOOO OOO PPOC,OIJOIJO IJD IJDIJ oaooaoa aooo a QIJDO" <lODODOII IIDDOD.,DODDO ODO DDDDD"D "DDDDDD DD DODO" DO DOO l]Q,:,QD 00000,:,1> DO DD 000 ODQD CIDD DDDCDIJDOD CDCDD ODDDQOC OD DDC DOCIO CI ODD CIDCIII ao.,o □o.,ooaa ooo o aoo o .,oc oooDoo o oooao" CIU OOO """DC QDCOIIOII DOCIO QDODOOD ODC D DC COCO ODD CIC DC OQOOQOQ DD DDCl DDOOO DD OIJ(] cc,:,oo IJOl;IODIJD DDDO □ DODQO IJDC DDDDOIJD IJ cocoa ODOCDOIJ IJD DDC PDDc e, cnoane,o 0000(] ODOOCI OOD ODOPDCH I O □o coo oaooi,OD □DODO 0000<1 00001100 DODOO •• •• DO DOO 0000000 DO DOO DODO O CODOD IJD DDDCIQ •• •• CD CIID ooDoDoo ,:,oooD □D □OCI ClOD □D □ D 11000 □ •• •• DD □OD 000000" <;!DODD IJOIJOIJ QODQD IJD DODO:> •• •• CD CIID ODIIODDIJ ,:,a Dao []0 [)01] IID DODOII DOOD D •• SEE NOTE •• oo aD□ oaoaooD ouo ao IJPDOD CODOD IJD DD DIID •• •• DD CIID DD IIDDOIJ DODOO DOPDD DDDODDD DDOD Q •• •• DDDOQ DDDDQD D DO DOO DODOP DOPD[]<][] DDDDD •• •• DO D D P OODOPDD ODDD C o o oaa DOPCIDOD DD DO D •• •• CDDIID DDCIODO D DODD" PaDo D CDPDDDD DODOO •• •• DDCDD DODO POD """"" IJODOIJ OODODCID DDOIICI •• •• cocoa ODDDIIO O CIO ODO DODOO CODCID IJD DDDIID •• •• CD CIID CIDDOIIOIJ ,:,ooao DQCIOO ClQDCIDIJD 00110[) 0 0 0110000 DDODIJCIO CI DO D D D CIDCIODO CI CIO OOO IJOOD IJ QD DOD QD OOOD Q oooaaaoc DIJDDDIJD IJ OD COO DDIIDOOIJ 00000 DDDCIII DO DIID 00000 DODCID<]D DD DII DOD IIDQ D IJ IJD DDDDDIJD IJDCDQIID OQIIODOO IJDDDC OllClOD COOODOD DODOCIODODOOOOD DOOPOOD OD DD llOO ononDaD DO DO O ao□ao DU CODOD DOOIICIIIDODCIDtlDD DDDCOIJD IJDClD QOC DQDDODO DD ODD a u,:,oc, OOClOD,:,o l>O DODOODODOOOD D OODOOO CID ODOOO o noooo D CID OOO UOO<H I ClU OC,DIHI DODO CIODOllOD ODO DDODDCIO OOOO DOD 000000" CIO OOO 00,:,0 0 DD OODCID oooonoa DO DOO DOD DD <lD D DDCID D DDllD <II D DDllDODO D DO DIJCID CI OODIIDOODOODDCI DO DO O CIOODC DOCIDD OD QDODD D o o o e,oaoD oooooe,ac:, OD DIIDODDQOOOD IJD DDll ClOODCI 0 000DOD000000 (](]00<1000 PPOPDe,D e, OD ODPDDDDODOe, <]D IJO D DDODC DDDOD DDDDOCDIJ IJDDDDDDD IJODOOCD D DD DDDDDDDDCIDD DO DOO OODDC OOCICIDCIIIQO IJ DIICI 0 110 .. 0QOC ooo ooe,o" ClDOIIOIIODDOIJDIJ o o Doc oooco CDDc:IDCIIICDOCIUCI DOllOODOl;l DDODl;l .. D CI DO CQDCICIOCIDDOCI CIO OOO oaDnP DD DOtlCIDCDODDD a,:u,coooD DDDDDCID D DD DIIDDDDOODOCI CIO IJllO ooco ,:, 0 0 0 0 11,:,oaoaD1:1C1 D ODCID QOCl a cDoooo" CO CD DIIOCODQDCI IJD DD C i,a e,D O o o oooonoao!HID CIOOOODOll onncoa o o tlO llClDODllOt!tlOO CID OOO OIJ.,00 IJCIOOCIODOCQ OOCI 0 0 000000 OCIDDOCIOCI ODCODOOCDDDDCI 00000 IJDDDD DD OCIDCDDDOOO:> CIOOODOall OCDDOCIDIJ o a aoaoo,:,o ocoo CIOOO O DllOU CI QO CICICIOl>DCIOCIQCI DOOODCIOl;l ouo u,;,.,o □ l;lOClDDIIUDOOOO<;I CIDDOO 1"RIBS 112'"' 1" x 114" THICK CRINDINC PADS FOR LEVELING -TYP. 4 OR MORE PU.CES 0.4375 60" x 60" TREE GRATE IN TWO SECTIONS 1/2" MAXIMUM SQUARE OPENING FOR PEDESTRIAN SAFETY & A.DA COM PLIANCE. CAST FROM 100% RECYCLED IRON; FOR PEDESTRlAN LOADS ONLY. TREE OPENING: 12" FlNlSH : UNFINISHED USE FRAME MODEL: 6000F WEIGHT: TRON-485 lb/ 220 Kg SLOT WIDTH IS 1/2" MAXIMUM, MEE TS ADA COMPLIANCE. TREE OPENING SIZE= 12~ STEEL ANGLE FRAME REQUIRED FOR INSTALLATION USE MODEL 6000F-CSOUTER FRAME DIM. IS 3/4" ±1/8" GREATER THAN GRATE. PLAN ) SECTIO N D CAST IRON TREE GRATE , ..... , 1-.r,·, 1~· STI'"-"""-" "''"""'"""-"'~ n•• OCTO<YIT N'"''"'"'""'" .,,wour rot1c1rn, OETA\L #7 3 SIDES Scale: 3/4" 1 '-0" SQUARE TREE GRATE FRAME M6 000F-7-2 3 SIDES: DETAIL #7 INSTALLATION WITH CONTINUOUS STEEL SKIRT FOR PAVERS ANCHORS • 112" ROUND BAR MAC HINE WELDED TO FRAME. INSTALLATION OETAIL#2 ONE SIDE : DE TAIL #2 DETAIL 112 ONE SIDE ONLY I 0 I ~ ~ E 5W'10< !'111'.C ~ ... TC,....c ,.,rALLATJOt0"';·1C.,,-.r,,.,01J.>TO:I °''"T '°" "''""'" INSTALLATION DETAIL 117 IO I ~ ... L so JW~1~6. BOLT IN STEEL TABS SLOTTED FOR 318" ANCHOR BOLTS SHOP WELDED TO FRAME FOR EXISTIN G CONCRE TE. (ANCHOR BOLTS TO BE SEL ECTED AND SUPPLIED BY INSTALLER.) FRAM E JIG WELDED FROM 1-3/4" x 1-314" x 1/4" STEEL ANGLE PER ASTM A36 FRAMES TO BE UNFINISHED TO MATCH GRATES CAST IRON GRATE FRAME Scale: 3/4" = 1 '-0" ~ O' 8' 16' 32' SCALE : 1/8" = 1 '-0" C-8197-2 r,t~~ E ANc1;, ~ 1/?. CENTRAL AVENUE PLAZA REVITALIZATION .:y-~G.'?,j~ <";, ~ ,.. f¾l+c~;. SI t&\Ti..ii:: c,,-, LANDSC. CONST. PLAN -PARKING ISLAND 10-31-17 REl-£1AL DATE DESIGNED: DRAWN: RCG RCG P-5243-S CHECKED : DATE: APPROVED RCG OB 31 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET L-3.1 OF 24 NOTE: 1 '-3" 0 ~ Central A venue Pier Has been partially funded through a grant provided by 0 Newport Harbor Yacht Club 0 0 BRONZE PLAQUE SCALE: 3" = 1 '-0" FINAL PLAQUE SIZE, TEXT CONTENT & STYLE ARE SUBJECT TO CONFIRMATION BY THE CITY OF NEWPORT BEACH PRIOR TO FABRICATION . +1 '-0" IN ADDITION TO THE PLAQUE DEPICTED HEREON, THE CITY WILL PROVIDE A SECOND BRONZE PLAQUE OF APPROXIMATELY THE SAME SIZE TO ACKNOWLEDGE A CONTRIBUTION FROM THE STATE OF CALIFORNIA. BOTH PLAQUES ARE TO BE ATTACHED TO THE BRICK-VENEERED WALL VIA (4) 3"x1/4" PINS PER PLAQUE AS PROVIDED W/ PLAQUE, TO BE CORE DRILLED & QUICK SET INTO WALL AS LOCATED IN THE FIELD & APPROVED BY THE C.N.B. (LOCATIONS SHOULD BE READILY VISIBLE TO PERSONS LEAVING THE GANGWAY). C BRONZE PLAQUE S Scale: AS NOTED ;,i- N X (Cl co 'SI" f-->< (0 • (0 M X (Cl f-- ' f--(0 M ;,i->< N (Cl >< (Cl 7'-0" TYP. 1 1o M >< (Cl f-- co 'SI" X ' (0 CD ® 0 a~,R.o!!ert PAVING PLAN LEGEND: 2-1/2" THICK x 6" WIDE CONG. PAVERS (SEE CONST. NOTES HEREON) EXIST. CONCRETE BULKHEAD GUARDRAIL PER CNB DRAWING H-5259-S LIGHT STANDARD(S), WHERE OCCUR. SEE SHEETS E-1 & E-2. ~----< 2 ~----< 3 PAVING PLAN SCALE: 1/2" = 1'-0" 0 LEGEND: CD ® 0 0 ® ® 0 ® ® 2-1/2" THICK x 6" WIDE CONG. PAVERS (SEE CONSTRUCTION NOTES SHEET #L-3). 1/2" -1" MORTAR SET 3-1/2" THICK CONCRETE SUB-SLAB 6" THICK, 90% COMPACTED AGGREGATE BASE PER ASTM D-698 TO COMPLY W/ TO C.N.B. REQUIREMENTS COMPACTED SOIL SUBGRADE (90%) EXIST. CONCRETE BULKHEAD GUARDRAIL SEE ADDITIONAL NOTES ON SHEET #L-3 THINSET GROUT AT BULKHEAD (±1/2" AT BAY SIDE, ±1/4" AT LAND SIDE) ADJACENT PAVING, EXP. JOINTS & SUB-BASE WHERE OCCUR (SEE CONSTRUCTION PLAN & NOTES SHEET #L-3). NOTES: *JOINT TO BE FILLED w/ ASTM C-144 SAND & SEALED w/ SAND JOINT STABILIZER OR ACCEPTABLE POLYMERIC SAND. PROVIDE FOR EXPANSION & CONTROL JOINTS AS SPECIFIED PER TCNA DETAIL EJ-171-CURRENT YEAR. FOLLOW EXPANSION & CONTROL JOINT MATERIALS MANUFACTURER'S INSTRUCTIONS. I 1r-J 6 I I ~ .) ~ I \f_ ~~I QJ § § 1 ' + 2'-11" §w - I I ,A ~ IY I I PARTIAL CAP PLAN lW Kc;raves L A N D s C A p E In£. A R C H I T E C T s l----f-------+----------------+-----1 2152 Dupu11l Drive Suite 255 Email: rcg.asla@sbcglobal.net Irvine, Galifomia 92612 Tel. (949) 955-1424 l----f-------+----------------+-----1 NO. DA TE DESCRIPTION OF REVISIONS APPROVED A + 1 -7" ± 3/16 GROUT JOINT-TYP. * CD 2% TYP. PAVING SECTION SCALE : 1-1/2" = 1'-0" SPECIAL TY PAVING BOARDWALK Scale: AS NOTED ®LEGEND: CD RED COMMON ROWLOCK BRICK CAP 0 RED COMMON BRICK VENEER IN '-!:} RUNNING BOND PATTERN (3/8" -------; 1 GROUT JOINTS-TYP.). VENEER TO INCLUDE BOTH (VERTICAL ENDS OF WALL}. PROVIDE WALL TIES@ 12" O.C., OR APPROVED EQUAL. 0 ADJACENT PAVING, EXPANSION JOINTS & SUB-BASE WHERE OCCUR 2 (PER CONSTRUCTION NOTES, SHEET #L-3). E.J. 0 FINISHED GRADE WHERE OCCURS, SEE PLAN 1® EXISTING POURED CONCRETE WALL & RELATED FOOTING ® CUT RED COMMON (ROWLOCK) BRICK AT CENTER OF CAP WALL SECTION BRICK VENEERED WALL DESIGNED: DRAWN: RCG RCG CHECKED: DATE: RCG 08 31 17 B Scale: 1" = 1 '-0" C-8197-2 CENTRAL AVENUE PLAZA REVITALIZATION LANDSCAPE CONSTRUCTION DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5243-S SHEET L-4 OF 24 PLANTING LEGEND: SYM. BOTANICAL NAME SIZE TREES:. K.PALM ARCHONTOPHOENIX CUNNINGHAMIANA COMMON NAME _&QUAN. O36"BOX KING PALM HOWEA FORSTERIANA KENTIAPALM 2 NOTE: FOR RAMP, DOCK, & RELATED IMPROVEMENTS, SEE CNB DRAWING H-5259-S. n ___ , .. ·, .... ,. EXIST. WALL & FENCE (P .1.P) CHAPTER 14 17 WATER-EFFICIENT LANDSCAPE ORDINANCE NOTES QUALIFICATIONS FOR "PRESCRIPTIVE COMPLIANCE: (PROJECT IS < 2.500 S.F. & > 500 S.F.) TOTAL NEW LANDSCAPE AREA : 860 S.F. TURF AREA: 0 S.F. / PLANTING AREAS (LESS TURF): 860 S.F. (REHABILITATED LANDSCAPE AREA: 0 S.F.) WATER SUPPLIER: CITY OF NEWPORT BEACH (POTABLE) PROJECT TYPE: PUBLIC AGENCY IMPROVEMENT APPLICANT: CITY OF NEWPORT BEACH, CA. -PUBLIC WORKS DEPT., CONTACT: PETER TAUSCHER 1. TURF AREA IS LESS THAN 25 % OF LANDSCAPE PLANTING AREA (NO TURF INCLUDED). 2. AT LEAST 75% OF LANDSCAPE AREA IS PLANTED w/ CLIMATE ADAPTED PLANT w/ AN AVERAGE WUCOLS PLANT FACTOR OF 0.3 OR LESS. 3. COMPOST AT A RATE OF FOUR (4) C.Y. PER 1.000 S.F. IS TO BE INCORPORATED TO A DEPTH OF 6" MIN. (SEE SPECIFICATIONS SECT. 3.03, SHEET #L-6). 4. A THREE INCH LAYER (3") OF MULCH WILL BE APPLIED TO ALL PLANTING AREAS, EXCLUDING TURF AREAS (SEE NOTE HEREON). 36" BOX REMARKS MATCHED -SINGLE TRUNK, MIN. 10-12' B.T.F. (PLANT PER DET. "A", SHEET L-6 & CITY OF N.B. STD-118-L-A) MATCHED -SINGLE TRUNK SPECIMENS MIN . 10-12' B.T.F. NOTE: THESE TREES SHALL HAVE BEEN GROWN IN DIRECT SUN AT THE NURSERY. (PLANT PER CITY OF N.B. STD-118-L-B) 5. THE IRRIGATION DESIGN INCORPORATES AN AUTOMATIC IRRIGATION CONTROLLER (w/ "SMART TECHNOLOGY"), & MANUAL SHUT-OFF CONTROL VALVES. (SEE IRRIGATION PLANS). I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE PRESCRIPTIVE COMPLIANCE OPTION TO TH E MWELO. 10/2/2017 PAVING, BIKE RACKS, PLANTING PLANTING LEGEND: SHRUBS: SYM. • 0 EB 0 0 + MISCELLANEOUS: BOTANICAL NAME ALOE STRIATA HYBRID CARISSA MACROCARPA "GREEN CARPET" COTYLEDON ORBICULATA OBLONGA LANTANAx "NEW GOLD" PENNISETUM SPATHIOLATUM VITREX TRIFOLIUM "PURPUREA" SENECIO MANDRALISCAE COMMON NAME GHOST ALOE GREEN CARPET NATAL PLUM "LONG FINGERS" NEW GOLD LANTANA RYE PUFFS ARABIAN LI LAC BLUE PICKLE QUAN. 26 24 14 32 32 8 SIZE 5 GAL. 5 GAL. 1 GAL. 5 GAL. 1 GAL. 5GAL. REMARKS PLANT MIN. 24" CLEAR OF HARDSCAPE-TYP. PLANT MIN . 18" CLEAR OF HARDSCAPE-TYP. AVAILABLE FROM WATERWISE BOTANICALS (760) 728-2641 (SEE CERTIFICATION NOTE BELOW)* PLANT MIN. 48" CLEAR OF HARDSCAPE-TYP. 4,, POTS PLANT AT 12" O.C., TRIANGULARLY-SPACED * EACH PLANT SUPPLIED TO THE PROJECT OF THIS SPECIES MUST BE TAGGED FOR ACCURACY OF IDENTIFICATION AND VERIFICATION OF THE CORRECT VARIETY BY HAVING A "WATER-WISE WITHOUT THE COMPROMISE®" CERTIFIED TAG OR LABEL AFFIXED. --· • -------= . -,. . --. -- --' ----.: ----. ,-... • -------- / ·11.-·-. 4 • --,.._ -- C) ~EXIST. (P.I.P) : / / I I I j I 4' NCE 8' i i j ! ' r i I ' ' I ' i ! ! f SCALE : 1 /4" = 1 '-0" ! j ' / ! 16' C-8197-2 CENTRAL AVENUE PLAZA REVITALIZATION PLANTING PLAN Q)J-c~ ROBERT CLARK GRAVES, ASLA CA . REGISTERED LA #1273 L A N D S a~,f1ohert illl"K(lllflJ{S C A P E /11£. A R C H I T E C T S t---t--------,f-------------------------t-----, ll8£WAL DATE DESIGNED: DRAWN: 2152 Dupont Drive Suite 255 Email: rcg .asla@sbcglobal.net Irvine, California 92612 Tel. (949) 955-1424 NO. DATE DESCRIPTION DF RE\ISIDNS APPROVED CHECKED: RCG RCG DATE: RCG 08 31 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5243-S SH EET L-5 OF 24 I j / :/ ' I I I I j / I I I / I I / I / I ' I I I il ;I ----------., .... I II / I J> // /' ,',,,. --✓--·__.,,-·"' ........ ,,,.--·"'' / ___,,. / / ,.,,~,,.,.,•••o'~,,. ... _,/",., . : . • iy-' .·. . ·: . :: ' . .. ·-: · -. •' . . :.,. . .., . . ··: '• . . . . .·:' ... ·~. . ' L A N D s 2152 Dupont Drive Suite 255 rNOTE: \[ FOR PLANTING IN PLAZA AREA, SEE SHEET#L-5 afmRohert rc;,aves CA PE/n.c•AR C H I T \ \ \ \ E C T S Email: rcg.a,ola@;;bcglobal.net Irvine, California 92612 Tel. (949) 955-1424 \ & NO. I / I I ! "--. 10/212017 DATE • . . •.. · .. "(/,·'· ' • ...... • .... ' ., ,. ..... • : . \ ., . : . . . . . . .. . _ .. _ _.. ·-1.·· • .. . ;._.,_,-.. : . :, .• . . . ~....... ' . .. . ....... I I j I I I ( '-.. ~ I I I I I I I I I I I I I / ; ) I PAVING, ADD TREE/ GRATE DESCRIPTION OF RE~SIONS -' . I ! PLANTING LEGEND: TREES: SYM . • 10-31-17 ROEWAL DATE APPROVED J" ,1,, 08-25-17 ",f DATE l'r ..____--: or c ~\. BOTANICAL NAME COMMON NAME QUAN. SIZE REMARKS SPATHODEA CAMPANULATA & AFRICAN TULIP TRE848" BOX MATCHED STANDARDS, MIN. 12-14' H. x 6-8' W . (PLANT PER C.N.B. STD-118-L-B) " NEW GOLD LANTANA 7 5 GAL. NOTE: SEE SHEET #L-6 FOR PLANTING DETAILS & SPECIFICATIONS. DESIGN ED: DRAWN: RCG RCG CHECKED: DATE: RCG OB 25 17 O' 8' 16' 32' SCALE 1/8" = 1 '-0" C-8197-2 CENTRAL AVENUE PLAZA REVITALIZATION PLANTING PLAN -PARKING ISLAND CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5243-S SHEET L-5.1 OF 24 LANDSCAPING SPECIFICATIONS: PART 1 -GENERAL 1.01 SUMMARY: A. Section Includes: 1. Soil preparation. 2. Fine grading. 3. Planting operations. 4. Maintenance. 5. Warranty. B. Provide landscape plantings in the areas shown on the Drawings with plants in a healthy, vigorous growing condition. Any items not specifically shown in the Drawings or specified, but normally required to conform with such intent, are considered part ol the Work. C. Include in the Bid Proposal the cost of labor and equipment required to place, amend and fine grade the soil. Include the cost of fertil izer as specified. If the final soil analysis results in a change to the specified amendments, a Change Order will be issued. D. Related Sections: 1. Irrigation System (See Irrigation Plans) 1 .02 REFERENCES: A. Standardized Plant Names, latest edition, issued by the American Joint Committee on Horticulture Nomenclature (AJCHN). B. American Standard for Nursery Stock, latest edition, issued by the American Association of Nurserymen, Inc. (AAN). 1.03 SUBMITTALS: A. Substitutions: 1. If any plant specified is not obtainable, the Contractor shall submit a written substitution request to the Owner during the bidding period. 2. Substitutions of plant materials will not be permitted unless authorized by the Owner's representative. B. Selection, Tagging and Ordering Plant Material: 1. Submit a request for inspection and documentation to the Landscape Architect that plant material has been ordered at least one month prior to start of landscape planting work. 2. Plants shall be subject to approval or rejection by the Landscape ArchitecUOwner at place of growth, and/or after delivery, for conformity to this Specification. C. Agricultural Suitability Report 1. An Agricultural Soil Suitability Report for all planting areas shall be obtained by the Contractor, after completion of demolition work and rough grading and prior to start of soil preparation work. The Contractor at his own expense shall submit at least four (4) site soil samples to a Soil Laboratory approved by the Landscape Architect. Samples shall be taken from the top six inches (6'') of soil in areas to receive planting. All test results and recommendations shall be provided to the Landscape Architect. The requirements for fertilization and amendments as specified herein may be modified as necessary by the Landscape Architect with a change order to be issued accordingly prior to commencement of work in this section. D. Certificates: 1. Submit certificates for the following items upon delivery to the job site: a. Quantity of fertilizer. b. Quantity of soil amendments. c. Quantity of plant material. 2. Submit written certificate of hydro-seeding. E. Pre-Installation Conference: Provide a written projected planting schedule noting the estimated completion date, number of working days required, and any special coordination requirements. 1.04 QUALITY ASSURANCE: A. Plant materials shall be grown in nurseries inspected by the State Department of Agriculture. B. Perform work in accordance with all applicable laws, codes, and regulations required by authorities having jurisdiction over such work and provide for all inspections and permits required by authorities in furnishing, transporting, and installing materials. C. All irrigation systems shall be reviewed and approved by the Landscape Architect, prior to start of any work in this section. D. All landscape planting shall be installed and approved prior to the request for substantial completion review. 1.05 DELIVERY STORAGE, AND HANDLING: A. Handling Plants: Handle plants in a manner to avoid any damage to the plant. Protect plants from sun or drying winds. Plants that cannot be planted immediately on delivery shall be kept in the shade, well protected, and adequately watered. 1.06 PROJECT CONDITIONS: A. Underground Utilities and Obstructions: Verify the location of underground utilities and other obstructions that may affect the Work. Report any obstructions encountered to the Owner. Repair damage to any known utility line or other underground obstruction without additional cost to the Owner. B. Notify the Owner in writing of soil or drainage conditions encountered during planting operations, which may be detrimental to growth of plant material. 1.07 WARRANTY: A. Plant Material: Plant materials furnished or relocated under this Section shall be warranted in writing against improper installation, defective, unsound, or diseased conditions that may appear. Period of warranty from date of final acceptance shall be: a. Boxed material and 15 Gal. stock: One year. b. Other Materials: 180 days. 2. Upon receipt of notice from the Owner of the death of any warranted plant materials during the warranty period, the subject plant materials shall be promptly replaced with the same species originally planted, and of a size closely approximating the size of the plant if normal growth had occurred since the original planting. Replacements shall be subject to the requirements ol this Specification. 3. When plants are replaced, advise the Owner in writing, of the necessary establishment maintenance, which must be performed. 1.08 MAINTENANCE: A. Maintain all plants and planted areas in optimum growing condition and appearance for a period of 90 days after date of Pre-Maintenance Review. B. Irrigate planting areas as required to insure active growth keeping areas moist but not saturated. Regulate irrigation as necessary to avoid erosion and gullying. C. Fertilize as needed in accordance with the manufacturer's recommendations and five days prior to Final Review. Exercise proper caution and take measures necessary to avoid plant burn. D. Keep planting areas free of weeds and undesirable grasses through daily weeding if required. Apply correct pre-emergents fo r broad leaf weeds and grasses at correct intervals and water in to recommended depth in soil, and/or as approvable by Public Agency. E. Inspect plants, including lawn, for disease or insect damage weekly. Treat affected material immediately. F. Remove damaged or diseased growth from trees and shrubs. G. Immediately remove any dead or dying plants not in a vigorous thriving condition. Replacement shall be the same species and size as originally planted. H. Re-stake, tighten, repair guys, and reset to proper grades or upright position any plants that are not in their proper growing position. I. If it becomes evident that certain shrubs and groundcovers have not uniformly or properly established, replant the areas immediately with the same plants and quantity as specified for 90 percent coverage of healthy, actively growing grass and groundcovers for approval at Final Review. PART 2 -PRODUCTS 2.01 MATERIALS: A. Fertilizer: Commercial Fertilizer -Gro-Power Plus: 5-3-1. Chemical Analysis: Nitrogen 5%, Phosphate 3%, Potash 1 %, Humus 50%, Humic acids 15%, Soil Penetrant 1.25%, Gro-Power bacterial 'stimulator' included. Available from: Gro-Power (909) 393-2773 / (800) 473-1307 B. Organic Soil Amendment: Nitrolized wood shavings (Organic Wood Base Products) -shall be type 1, as specified in Section 212-1.2.4. of the Standard Specifications for Public Works Construction, Most Current Edition. C. Backfill Mix: 1. Shall be as specified on the drawings. 2.02 PLANT MATERIAL: A. Identification: Plant material shall be true to type and nomenclature in accordance with American Joint Committee on Horticulture Nomenclature Standardized Plant Names, and each bundle or plant shall be properly identified with durable, legible labels. B. Quality and Size of Plants: In accordance with rules and grading of AAN American Standard for Nursery Stock and as shown on the Drawings. 1. Trees, shrubs, vines, and ground covers shall have a normal habit of growth and shall be sound, healthy, of good green color, vigorous and free from insect infestations. 2. Plants that meet the measurements specified but do not possess a normal configuration or balance of height and spread will be rejected. 3. Trees and shrubs shall have been grown in containers of the size stated on Drawings, and shall have sufficient roots to hold the root ball together after removal from containers without being roolbound. 4. Trees will be straight and of uniform shape without damaged, crooked, or multiple leaders. Trees with abrasions of the bark, sun scalds, disfiguring knots, or fresh cuts of limbs over 1/2-inch which have not been pruned and painted or completely callused, will be rejected. 5. Groundcover plants shall be grown in flats or as indicated on the Drawings. Flat-grown plants (rooted cuttings) shall remain in those flats until transplanting. The flat's soil shall contain sufficient moisture so that it will not fall apart when lifting the plants (where applicable). PART 3 -EXECUTION 3.01 EXAMINATION: A. Verification of Conditions: Inspect and accept the condition of the site relative to this Section before commencing Work. If not acceptable, notify the Owner in writing. By proceeding with the Work of this Section, the Contractor indicates his acceptance of previous related work. 3.02 PREPARATION: A. Protection: 1. Provide necessary safeguards and exercise caution against injury or defacement of existing site improvements. 2. Be responsible for any damage resulting from landscape planting operations . Repair damage and return the area to the previous condition at no cost to the Owner. B. Preparation: Clear planting areas of existing vegetation not specified to remain and of other debris and foreign material considered a hindrance to planting operations or unsightly in appearance. Dispose of legally off-site. C. Maintain previously established grades and swales. 3.03 SOIL PREPARATION AND FINE GRADING: A. Uniformly distribute organic soil amendment and the fertilizer specified on the plans and/or by the soil analysis over all areas at a minimum rate of four cubic yards per 1,000 square feet of permeable area. B. Raio-till the top 6 inches of all planting areas to evenly incorporate the amendments into the soil. C. Adjust finish grading as necessary. Grades shall be smooth and even on a uniform plane with no abrupt changes or pockets, and shall slope away from buildings, etc. Verify the surface drainage of planting areas, and notify the Owner of any discrepancies, obstructions, or other conditions considered detrimental to proper execution of the work. D. After initial setllement, the finish grade shall be lower than the adjacent walks, curbs, and headers by the following amounts: Shrubs and Groundcovers: 1-inch to 1-1/2 inches. 3.04 PLANTING OPERATIONS (Continued): 3.05 GROUNDCOVER: A. Install plant material in moist soil in the areas and at the spacings and size(s) indicated on the Drawings, in neat rows, insuring complete coverage of planting areas, including under and around trees and shrubs. Spacings shown in the Plant List or on the Drawings are triangular spacing, unless otherwise noted . 3.06 FIELD QUALITY CONTROL: A. Schedule for On-Site Reviews: 1 . Pre-job conference. 2. Final grade approval. 3. Plant material review. 4. Plant layout. 5. Soil preparation and planting operations. (One tree with each type of specified staking shall be approved prior to planting of trees.) 6. Pre-maintenance review. 7. Final review. 8. Post-warranty review. B. Pre-Maintenance Review: 1. At the completion of landscape planting operations and prior to the beginning of the formal maintenance period, the Pre-Maintenance Review shall be held. At the completion of the formal maintenance period, the Final Review shall be held. 2. Request these reviews, of the Landscape Architect 5 working days prior to the completion of work in order that a mutually agreeable time for review may be arranged. The Landscape Architect will be present at the review. 3. At the time of review, have the areas under the Contract free of weeds, dead leaves and trash, neatly cultivated and raked. Stakes, guys and plant basins shall be in good order. At the Final Review, lawns shall be neatly cut and all clippings removed. 4. If, after the Pre-Maintenance Review, the Landscape Architect is of the opinion that the Work has been performed in accordance with the Drawings and Specifications, written notice of preliminary acceptance will be given. This report will note any items which must be corrected, and state the date of commencement and completion of the formal maintenance period. C. Final Review: 8 6" 3" 2411 1 6" ..... PLAN VIEW LEGEND: G) 4" PERF. VERT. SOR 35 DRAIN PIPE @ 4" RUBBER JIM CAP w/ S.S. CLAMP @ 4" DRAIN TEE (2X) @ 4" PERF. HORIZ. SOR 35 DRAIN PIPE @ 4" DRAIN ELL 90° (4X) @ PALM TREE PER PLAN 3" LAYER OF DECOMPOSED GRANITE Cf) (WITHIN THE (3) PLAZA TREE BASINS ONLY) E. Immediately prior to planting operations, planting areas shall be cleaned of weeds, debris, and rocks over 1-inch in diameter, and clumps of earth that will not break up. Adjust any areas disturbed by installation of sprinkler irrigation system. Weeds, debris, rocks and clumps of earth shall be removed by Contractor to appropriate and approved dumpsite. If, after final review, the Landscape Architect is of the opinion that the Work has been performed in accordance with the Drawings and Specifications, written notice of acceptance and completion of the Project will be given. If all or certain portions of the work are not acceptable, a reasonable amount will be reta ined and the formal maintenance period for the unaccepted work shall be extended at no cost to the Owner until the defects in the work have been corrected and accepted by the Owner. NOTES: SECTION @ FIN. SURFACE, WHERE OCCURS -SEE PLAN @ PALM FERTILIZER SPIKES 1 EA. PER 4" OF 3.04 PLANTING OPERATIONS: A. Plant Pits: Trees and shrubs shall be installed in round pits with vertical sides, twice the diameter and the same depth as the root ball or container. Sides and bottom of plant pits shall be scarified. B. Setting Container and Larger Plants: 1. Plants shall be centered and set on the appropriate native soil that has been settled._ 2. Plants shall be set with the top of root ball level with the finish grade and rotated to give the best appearance in relationship to adjacent structures or surroundings. 3. Use appropriate backfill mix to continue filling plant pits. Set plant plumb and brace rig idly in position until backfill mix has been tamped solidly around rootball. When 3/4 of the pit is backfilled, water thoroughly, saturating the rootball. Continue filling pit to finish grade with backfill mix. 4. When the plant pit is filled, form saucer berm around plants with backfill material sufficient to hold 2 inches of water. 5. Water plants immediately after planting. C. Staking: Immediately after planting, stake 5 gallon, 15 gallon and 24-inch box trees. 3.07 CLEANING: A. Keep all areas of the Work clean, neat and orderly at all times during the period of Contract. Clean construction areas at the end of each day. 3.08 PROTECTION: A. Protect areas susceptible to traffic by erecting barricades immediately after planting. A. ALL BACKFILL TO BE WATER-JETTED DURING PLANTING. B. ALL FRONDS TO BE TIED TOGETHER PRIOR TO PLANTING. C. FRONDS TO BE PRUNED AS DIRECTED BY THE CITY. D. ALL BREATHER & BUBBLER TUBES SHALL HAVE FILTER SOCK. ~----~1 ,,----{2 ' 11;::iii' =u!ll§■■~11111~111 11;::11111~111•·· ~~ - SECTION EQUAL LEGEND: G) SHRUB PLANTINGS - 1 TRIANGULAR SPACING @ 2" THICK MULCH -SEE SPECS. @ 10"-12" THICK TILLED PLANTING BED @ NATIVE EARTH ® LOCATE PLANTS WITH EQUAL SPACING AS INDICATED - TRIANGULAR SPACING. @ 1/2 ON CENTER SPACING (12" MIN.) 0 PAVING, BUILDING OR HEADER AT EDGE OF PLANTING. 7 .___/ SECTION PLAN B SHRUB/ GROUNDCOVER PLANTING a§F'crmx:s L A N O S C A P E /iii;. A R C H I T E C T S l---+-----+---------------------+-----1 2152 Dupont Drive Suite 255 Email: rcg.asla@sbcglobal.net l----+-----+---------------------+-----1 Irvine, California 92612 Tel. (949) 955-1424 NO. DATE DESCRIPTION OF REVISIONS APPROVED No Scale st~tE ANelt. .... ~ --: ~ GR4 1/ ~ '-CY' "(i,~ ;,,1-~.Av~ ~;l ~ '-.._] ~ SIGNATI.K t.,,1 10-31 -17 WAL DATE DESIGNED: DRAWN: RCG RCG CHECKED: DATE: RCG 08 25 17 TRUNK DIA. @ WASHED PLANTER SAND GJ) 4" PERF. DRAIN PIPE w/ FILTER SOCK (SEE PLAN VIEW ABOVE) @ UNDISTURBED NATIVE SOIL @) 27" DEEP 3/4" CRUSHED GRAVEL A PALM TREE PLANTING LEGEND: G) CROWN OF PLANT TO BE PLANTED 1/2" ABOVE FINISH GRADE -TO AVOID SETTLING. ® 2" DEEP WATERING BASIN WITH 3" DEEP MULCH LAYER ON TOP. @ FINISH GRADE @ ROOTBALL @ PREPARED BACKFILL MIX -SEE SPECS. @ NATIVE EARTH Cf) PREPARED BACKFILL MIX -COMPACTED TO AVOID SETTLING -SEE NOTES. DIMENSION LEGEND A. ROOTBALL B. 1/2 ROOTBALL DEPTH C. 1/2 ROOTBALL WIDTH D. 2 TIMES ROOTBALL WIDTH No Scale ~SHRUB PLANTING \J No Scale C-8197-2 CENTRAL AVENUE PLAZA REVITALIZATION PLANTING DETAILS, SPECIFICATIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5243-S SHEET L-6 OF 24 =--i -i N 0 - .... s ~ 0 - f . l1i I[ 11:1' ! I ~ "' (I) t ii: • I ] s Cit ! 1 ~ j C: 7 I I !> ~ I c5 -J i z I J a: Protect in Place Existing Brass Cap Bench Mark-+-1--~ Discontinue Pavers as Necessary to Preserve & Leave Exposed Existing Brass Cap Bench Mark • • ·New Gangway Platform see Drawing# C-8197-01 -· , ... ,.·--·•' .. 0 / Existing Concrete Bulkhead ~-New Guardrail . . . . El. +9,02 (N) Landside Edge of Concrete Bulkhead Cap Pole Light (Typ) El. +9.32 (N) f ; ! I CB-5 Existing Concrete Landscape Wall-~ 12x12 Landscape Catch Basin-~ With Atrium Grate and Filter (Typical) 0 ~ 6" Universal Locking Outlet _j 6"0 ABS Core Back Wall of Existing Catch Basin And Grout In 6"0 ABS Pipe From CB-5 s CB-1 4"0ABS Existing Public Parking Lot Existing Curb Inlet Catch Basin Inv. El. 6.60 Scale 1/2"=1'-0" CB-2 El. +8.73 (N) El. +8.73 (E) El. +8.35 (N) -----_,E=I_. -=-=--=-"=___,1 El. +8.35 (E) El. El. +8.43 (N) El. +8.43 (E) El. +8.54 (N) El. +8 .54 (E) ~ I +8 .87 N El. +8.24 ( El. +8.24 (E) / El. +8.45 (N) El. +8.45 (E) El. +8.58 (N) El. +8.58 (E) L---.J--S0 El. +8.63 (N) EL +B:63 (E}. .. El. +8.68 (N) El. +8.68 (E) ,;--12"x12" Detectable Warning Pavers Entire Perimeter of Crosswalk to Match Elevation of Adjacent Existing Paving El. +8 69 (N) El. +8.69 (E) A CB-4 El. +8.49± (N) Match Curb NOTE: See Landscape Construction Plan Sheet L-2 For Paving Materials. NOS #1280 ATRIUM GRATE GRADING PLAN NDS #1216 CB RISER 1 OR 2 AS NEEDED Scale 1 / 4" = 1 '-0" NDS #1280 ATRIUM GRATE NDS 1200 SERIES CATCH BASIN OPE SD El. +8.42±(N) Match Curb El. +8.40 (N) El. +8.40 (E) El. +8.46 (N) . +8.46 (E) El. +8 .88 (N A 6"0ABS El. +8 .80 (N) Expanded Metal . • Screen Enclosure ! El. +B.41 (N) El. +8.41 (E) El . +8.27 (N) El. +8.27 (E) CATCH BASIN NOTES: 1. GRATE TO BE ATTACHED TO CATCH BASIN WITH SCREW PROVIDED AT TIME OF INSTALLATION. 2. CUT RISER TO ACHIEVE SPECIFIED RIM ELEVATION ELEVATION. 3. DO NOT USE OVER 2 RISERS WITH CATCH BASIN. 4. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. SEE SHEET G-2 FOR DRAINAGE SYSTEM NOTES AND CATCH BASI N CONFIGURATION DATA. NOS 1200 SERIES CATCH BASIN COMPACTED SOIL 3/4" GRAVEL BASE 6" DEEP BELOW BASIN DRILL 1/B" HOLE AT EACH CORNER CATCH BASIN CB-1 Scale 1"=1'-0" NO. COMPACTED SOIL 3/4" GRAVEL BASE 6" DEEP BELOW BASIN DRILL 1/8" HOLE AT EACH CORNER CATCH BASINS CB-2 TO CB-5 020ct2017 DAlE S I 1,. 1 • o" ca e = - Revised Bike Racks & Walkway DESCRIF 110N <S ~ ,GMC E ine ring Inc. 1401 Warne • IC, SL• Tusti l 80 C-819 CENTRAL AVENUE PLAZA REVITALIZATION GRADING AND DRAINAGE PLAN *l/'r-:c=:::==--r.:-::-:-:-:::-:----1---------------------.------llESIGNEJI: DRA"1C: JRC JRC Q£a<ED: DATE: JH 08 31 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-524: HETC-1< f -I al 3 1-511 11-6" 9" 911 Landside Edge of Sub-Slab &, • ~ . ~ &, Pf.AN Scale 1 /2"=1'-0" New Light Pole (See Sheets E-1 and E-3) ~ Anchor Bolts Per Fixture Manufacturer ----._ See Note Precast Concrete Paver\ Concrete Paving -- rou Concrete Sub-Slab -- Face of Bulkhead Cap Light Pole Foundation Pole Light #4x2'-1" Ea. Corner #3x 0 @0'-8" ,,--Guardrail Reinstalled Over Concrete Pavers Top of Existing Cap Th inset Grout 1 /4" Thick at Landside Face of Cap Compacted Aggregate Base J~-1--1---L__J Light Pole Foundation ...__ Existing Concrete Bulkhead Cap #4x2'-1 " Ea. Corner --Existing Precast Concrete Sheet Piles/Panels NOTE: Anchors must extend into the concrete foundation below the grout the minimu m embedment required by the pole manufacturer If furni shed bolts are insufficient length due to precast paver, the contractor shall supply new hot dipped galva nized bolts of sufficient length. b ' . 0 ~ ' N b ' -~ . ¼- 0 ' 'St 21-011 11~011 1 '-0" • T ',., ./ • • Pt.AN ,,,.----Existing Anchor Bolts for Existing Lights (4 Tota l) ~ New 1/2"0 Anchor Bolts fo r New Lights (4 Total) ,,,-See Retrofit Notes Below • -,.__ __ Existing Light Pole. Foundation per CNB STD-200-L Scale 1 /2" =1' -o" A ' j I I ~ =i / , ,.... >- .....________ ~ ~ • New Light Pole (See Sheets E-1 and E-3) 4" Re Pole Setting Grout (Existing) move Sufficient Grout to Remove sting Poie and Securing Nuts. Exi Ne Dri w Hot Dipped Galvan ized 1/2"0 Anchor Bolts for New Lights (Typ ) lied in and Epoxy Set Threaded Rod (Hilti HVA or HI T-RE-500 Ep oxy Ancho ring System, or Equal) Exi sting Anchor Bolts for Existing Lights To Re(Tlain E isling Light Pole Foumjation per CNS STD 200-L X Parking Lot Light Pole Foundation Retrofit 1. Remove pole setting grout as necessary to remove existing pole and securing nuts, 2. Place new grout to form finish surface for new pole. 3. Drill and epoxy set 112"0 Hot Dipped Galvanized thres1ded rod with 12" minimum ernbedment 4, Set threaded rod location using pole manufacturer's templ ate . B Scale Brick Paving ~-12"x12" Detectable Warning Pavers Surface of Existing AC Paving NOTES: Top of sub-slab elevation is 3" (25') below finish grade elevations shown on Sheet C-1 . Install pavers over grout to match finish surface grade. C Scale 1 /2" = 1 '-0" C-C- ~-12"x12" Detectable Warning Pave rs Surface of Existing AC Paving Existing Curb Access Ramp~ ~£~~ .. =-·" =·. ·=·~--=:r=r_L_ Grout Brick Pavers 7" Th ick Base Slab with Thickened Edges-_,,. -Existing CNB Type A Curb WI O" Curb Face NOTES: Saw cut 3' by 6' perimeter behind curb for Detectable Warning Pavers. Chip out existing concrete to 3" below existing surface Install pavers over grout to match ex isting surface grade. 13'-3" 10'-7" Co mpact Sub-grade to 90% Relative Compaction C-8197-2 CENTRAL AVENUE PLAZA REVITALIZATION CONCRETE DETAILS 5 JRC l)RAllj: JRC CITY OF NEWPORT BEACH P-5243-S J a£a<ED: DAlE: PUBLIC WORKS DEPARTMENT SHEET C-2 OF 24 a:L ___________________ _:_ _______________ -'--_______________________________ J__!!N0.tJL~D~A~:tE=-~DESCRIP~-~-~ll~KiN~OF~. ~RE'f1SIONS~~-~----------1::.:..:=-::::i _ _:::::::,;;;;;,;;;;;;,:;::~ _ _j_ ___ _:J~Hi__~0~8f..:_3:'.:.1l..!1.!..7L_ _________ ---------~-----~ ..... ,~·-·~· --~·-· p ("') ! ... _ 1..... r~ I, ) 3/4" 3/4" 3/4" ~ ......... , .. ,£:. Ii .5 , I ' 7.2 cs I 1" • / ' 3.o i 1 I I 3.0 1 " i i ' INSTALL SLEEVE AND LATERAL LINE PIPE WITHIN THE CROSS WALK AREA. COORDINATE THE PIPE INSTALLATION WITH THE THE PAVING CONTRACTOR 3 3/4" L A N D S 21 52 Dupont D1ive Suite 255 ·ay,!iohert llll'k(Jfaves C A p E In£. A R C H ' T E C T S Email: rcg.osla@sbcglobal.net Irvine, California 9261 2 Tel. (949) 955-1424 J 10/212017 NO. DATE • " " 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" " ~.__ --- IRRIGATION LEGEND (Central Plaza): ___ _;_ _______________________ _ SYMBOL: MANUFACTURER: /? >", TORO j L{ ~ TOR O 20 T TORO 3 Iii! TOR O / '1 • TORO [~ ♦ TORO ~ GRISWOLD '-RAINBIRD IZIZI FEBCO ~ GR ISWOLD ® DATA INDUSTRIAL @] SITE-1 GREEN TECH MODEL NUMBEF , DETAIL: -------------------'-----------DESCRIPTION : RAD.: P.S.I.: G.P.M.: 570Z-570MPR+9! 570Z-570MPR+1! 0 570Z-570MPR+3t 0 570Z-570MPR+S!. 570 FLOOD BUBI ,LER 570 FLOO D BUBI ,LER OW SERIES 33DLRC 825YA-3/4" 2230MP 1" POP-UP SPRAY HEAD 3'-5' 30,, 0.09 POP-UP SPRAY HEAD 3'-5' 30 0.18, f ' POP-UP SPRAY HEAD 3'-5' 30 0.35 POP-UP SPRAY HEAD 3'-5' 4X30 0.50 BUBBLER ON RISER 2' 30 0.25 ON RISER IN TREE WELL 2· 30 0.25 1" ELECTRIC REMOTE CONTROL VALVE QUICK COUPLING VALVE 3/4" RPP TYPE BACKFLOW PREVENTION DEVICE INSIDE A STRONG BOX SBBC-22SS VANDAL RESISTANT ENCLOSURE NORMALLY CLOSED MASTER VALVE FLOW SENSOR SA6-RM4-6/PMR :AC/RDM/FSA-100B CONTROLLER ASSEMB LY A A A A B C D E F G H -0--t..:J-U__.:.:)-APPROVED PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 IRRIGATION WIRE CONDUIT (SEE NOTES FOR SIZE) IRRIGATION SLEEVE (SEE Nq TES FOR SIZE) LATERAL LINE PIPE (SIZE AS NOTED) I & 11 J -~--•-APPROVED J J&K J&K APPROVED APPROVED POTABLE SOURCE PRESSURE SUPPLY LINE FOR 1 1/2" DIAMETER AND SMALLER • CONTROLLE .R VALVE CALL-OUT IRRIGAT ION CONSTRUCTION NOTES: 0 0 ffi 3/4" ---------------------------- PO INT OF CONNECTION. THE CONTRACT□< SHALL LOCATE THE EX ISTING BACKFLOW PREVENTION DEVICE IN THE FIELD. THE CONTRACTOR SHALL REMOVE THE EXISTING BACKFLOW AND 1NSTALL THE NEW BACKFLOW ASSEMBLY IN THE LOCATION APPROVED BY THE ENGINE cR. THE CONTRACTOR SHALL TURN THE OLD BACKFLOW OVER TO THE CITY OF NEWPORT BEACH. HE SHALL MAK c A TIE-IN TO THE STUB-OUT FROM THE EXISTING BACKFLOW AND RUN A 1" COPPER TYPE 'K' MAIN LINE PIPE TO THE P ,□POSED BACKFLOW LOCATION AS NOTED ON THE DRAWINGS (LOCATE THE BACK FLOW NEXT TO THE CONTROLLE ,) INSTALL A 1" PVC SCH . 40 MAIN LINE PIPE FROM THE BACKFLOW TO TH E REMOTE CONTROL VALVE LOCATION AS N• JTED ON THE DRAWINGS, ANY DEVIATIONS SHALL BE NOTED ON THE AS-BUILT/RECORD DRAWINGS PROVIDE P _L REQUIRED FITTINGS TO COMPLETE THE CONNECTION TASK. THE SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM FLCN OF 7.2 GPM AT A MINIMUM OPERATING PRESSURE OF 60 PSI. NOTE: THE EXISTING WATER METER IS LDC ATED ON THE SOUTH SIDE OF THE PARKING LOT. VERIFY THE EXACT LOCATION AND SIZE IN THE FIELD PROVIDE AND INSTALL A SITE-1 GREEN TE· ;H MODEL SA6-RM4-6/PMR-CAC/RDM/FSA-1008 CONTROLLER ASSEMBLY. FINAL LOCATION AND ORIENTATION OF TH•: CONTROLLER ASSEMBLY SHALL BE DETERMINED BY THE ENGINEER. 120VAC POWER FOR THE CONTROLLER AS ,EMBLY SHALL BE EXTENDED FROM THE EXISTING LOCATION . PROVIDE :j" SCH. 80 ELECTRICAL CONDUIT TO RUN THI 120VAC WIRE TO THE CONTROLLER AND MAKE THE FINAL HOOK-UP. THE CONTRACTOR SHALL CONNECT THE LOW I 'OLTAGE CONTROL WIRES TO THE CONTROLLER TERMINAL STRIP IN THE SEQUENCE AS NOTED ON THE DRAWINGS, ANY DEVIATIONS SHALL BE NOTED ON THE AS-BUILT/RECORD DRAWINGS . FOR CONTINUATION OF LATERAL LINE PIPE, REFER TG PARKING ISLAND IRRIGATION DRAWING SHEET IR-1.1 FOR CONTINUATION OF LATERAL LINE PIPE , REFER TO THE PLAZA IRR IGATION DRAWING SHEET IR-1 " 3/4" " 3/4" 3/4" 3/4" " 3/4" 2 / ' ' I • -?J,---, "---, ·,.. ---- 3/4" --~ 3/4" •'._[_· ----:::::---::....:: __ c.--c.l,·:,,· .. ",c:._ .. __ -·-·---.. _ --.. -----.1 ;ii,__ ~ -,. , f;::·,", 1 " --.t~ ~'-/'--,,_) GMCErt 1401 Warne Tustit ing Inc. 1e, s v· 2780 AS-Bv,L, ~ fu-t.lfl Y,~ lilNV';Cf\pS ~ \\"lJ. :2ol t'> PAVING, ADD TREE / GRATE DESCRIPTION OF REVISIONS APPROVED 4.7 C1 1 " ---• ---..___ -... ENEWAL DATE DESIGNED: DRAWN: RG fs fs CHECKED: DA TE: RG 08 31 17 .,j' if " ft rf"-,.._·-,, .... , ,,.______,.,'I----', ..,_-2./ ii i ,, u I I I I I O' / I I I ' ('•;-,. / ,.,v/v,r, ' .,, ' 4' , ) L++wwJ SCALE 8' J 1/4" = 1'-0" 16' ' C-8197-2 CENTRAL AVENUE PLAZA REV ITALIZATION IRRIGATION PLAN P-52-43-S ·--" CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET I R-1 OF 24 ,! I I I I ! / / I I / I I ·! /; / ( I I I I I f I i ! ! i I I I i G I I I I I f / I / ! I I / I /0wt.,; ! I / ! I ! I / I I ' . ;/ . . ;f • • • • , ' );· .. / , ; ' . -. ' ' • I ' . I f ' i I I I I I I ' I . j , I I ! I ! I ! I i ; I • 4)_·-. ,., .. / NO,Ei J FOR IRRIGATION \'\'ORK IN PLAZA __/ AKEA, Sb: SHEET #IR-1 .... -~ .. ,"'"''""'"'·' L LINE PIPE Wl;::~-H~; • ,.;;;.::.;:;~;::_;:.:;.:,:_"•·-;;·;;-, NATE THE PIPE E PAVING CONTRACTOR ., \ \ ·, ·\,\ \ \,.\ \\, \.\. \\ \\ ' '· I / / f I I ·<,~:; '' "~,. / / I / / / / I f I / I / I I ! I / • f -.. • _. ., ..• '""-~-4lU ' • . ·1. I j / / I I !...,, : ~~~./ ! ! 10/2/2017 PAVING, ADD TREE I GRATE/ IRRIGATION i / I I I i I ! ! r • Robert ClaiRcmves L A N D S C A P E Im, A R C H I T E C T S 1------1-------+--------------------------+-----I 2152 Dupont Drive Suite: 255 CATE DESC,IPTION OF -,EVISIOf/S Email: rcg.asla@sbcgiobal.net l---j------+-------------------------+-----1 Irvine. California 92612 Tel. {949) 955-1424 APPROVED IRRIGATION LEGEND (Central Plaza): -----'--------------------------SYMBOL: MANUFACTURER "' TORO ~ TORO .. TORO oil TORO • TORO ♦ TORO ~ GRISWOLD ~ RAINBIRD MODEL NUMBl _'R;:.; __ -===;;_;,=.;;_-----~ DESCRIPTION: RAD.: 570Z-570MPR+ )() 570Z-570MPR+ 180 570Z-570MPR+ 160 570Z-570MPR+ 3S 570 FLOOD BU, lBLER 570 FLOOD BU lBLER OW SERIES 33DLRC POP-UP SPRAY HEAD 3, r.• -o POP-UP SPRAY HEAD 3'-5' POP-UP SPRAY HEAD 3'-5' POP-UP SPRAY HEAD 3'-5' • BUBBLER ON RISER 2' ON RISER IN TREE WELL 2' 1" ELECTRIC REMOTE CONTROL VALVE QUICK COUPLING VALVE P.S.I.: G.P.M .. DETAIL: 30 0.09 A 30 0.18 A 30 0.35 A 4X30 0.50 A 30 0.25 B 30 0.25 C D E lZl2l FEBCO 825YA-3/4" 314" RPP TYPE BACKFLOW PREVENTION DEVICE INSIDE F A STRONG BOX SBBC-22SSVANDAL RESISTANT ENCLOSURE 2230MP NORMALLY CLOSED MASTER VALVE G ~ GRISWOLD ® DATA INDUSTRIAL H 1" FLOW SENSOR (£1 SITE-1 GREEN TECH SA6-RM4-6/PM ,-CAC/ROM/FSA-100B CONTROLLER ASSEMBLY I & 11 J -t..l--o-<i-o-APPROVED PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 IRRIGATION WIRE CONDUIT (SEE NOTES FOR SIZE) IRRIGATION SLEEVE (SEE NOTES FOR SIZE) LATERAL LINE PIPE (SIZE AS NOTED) -co --oo -APPROVED J APPROVED ---APPROVED POTABLE SOURCE PRESSURE SUPPLY LINE ,I & K J&K FOR 1 112" DIAMETER AND SMALLER CONTROLLER VALVE CALL-OUT IRRIGATION CONSTRUCTIOI~ NOTES: 0 0 ffi POINT OF CONN ECTION. THE CONTRACl OR SHALL LOCATE THE EXISTING BACKFLOW PREVENTION DEVICE IN THE FIELD. TH E CONTRACTOR SHALL REMO\E THE EXISTING BACKFLOW AND INSTALL THE NEW BACKFLOW ASSEMBLY IN THE LOCATION APPROVED BY THE ENGlf lEER. THE CONTRACTOR SHALL TURN THE OLD BACKFLOW OVER TO THE CITY OF NEWPORT BEACH. HE SHALL Ml .KE A TIE-IN TO THE STUB-OUT FROM THE EXISTING BACKFLOW AND RUN A 1" COPPER TYPE 'K' MAIN LINE PIPE TO THE PROPOSED BACKFLOW LOCATION AS NOTED ON THE DRAWINGS (LOCATE THE BACKFLOW NEXT TO THE CONTROL .ER). INSTALL A 1" PVC SCH. 40 MAIN LINE PIP E FROM THE BACKFLOW TO THE REMOTE CONTROL VALVE LOCATION AS ~OTED ON THE DRAWINGS, ANY DEVIATIONS SHALL BE NOTED ON THE AS-BUILT/RECORD DRAWINGS. PROV/DB ALL REQUIRED FITTINGS TO COMPLETE THE CONNECTION TASK. THE SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM Fl OW OF 7.2 GPM AT A MINIMUM OPERATING PRESSURE OF 60 PSI. NOTE. THE EXISTING WATER METER ISL, lCATED ON THE SOUTH SIDE OF THE PARKING LOT. VERIFY THE EXACT LOCATION AND SIZE IN THE FIELD. PROVIDE AND INSTAL L A SITE-1 GREEN 7 ECH MODE L SA6-RM4-6/PMR-CAC/RDM/FSA-100B CONTROLLER ASSEMBLY. FINAL LOCATION AND ORIENTATION OF l HE CONTROLLER ASSEMBLY SHALL BE DETERMINED BY THE ENGINEER 120VAC POWER FOR THE CONTROLLER l SSEMBL Y SHALL BE EXTENDED FROM THE EXISTING LOCATION. PROVIDE ¾" SCH. 80 ELECTRICAL CONDUIT TO RUNT JE 120VAC WIRE TO THE CONTROLLER AND MAKE THE FINAL HOOK-UP. THE CONTRACTOR SHALL CONNECT THE LOVI VOLTAGE CONTROL WIRES TO THE CONTROLLER TERMINAL STRIP IN THE SEQUENCE AS NOTED ON THE DRAWING 3, ANY DEVIATIONS SHALL BE NOTED ON THE AS-BUILT/RECORD DRAWINGS. FOR CONTINUAT ION OF LATERAL LINE Pl 'E, REFER TO PARKING ISLAND IRRIGATION DRAWING SHEET /R-1.1 FOR CONTINUAT ION OF LATERAL LINE Pl 'E, REFER TO THE PLAZA IRRIGATION DRAWING SHEET IR-1 GMC En 01 Warne Tusti, ing Inc. JO, S1f l780 A':S-'BvtL--1 ~ 'f;,v~ A \J f ~;,-f J\ U\N ?.LAPE: "Tr'\til 2o\'o O' 8' 16' ~ +J ;;.;;;;;;h,rn.iiirn I I -l J SCALE ; 1 /8" = 1 '-0" C-8197-2 ENEWAL DATE DESIGNED DRAWN: RG fs fs CHECKED: DA TE: RG 08 31 17 CENTRAL AVE NUE PLAZA REVITALIZATION IRRIGATION PLAN -PARKING ISLAND CI TY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5243-3 --I SHEET IR-1.1 JF 24 G) ffi © ® ® 0 G) ® ® © ® ® ® G) ® ® © ® ® 0 POP-UP SPRAY HEAD FINISH GRADE TEE IN LATERAL LINE PIPE 1.'2" X 6" SCH. 60 PVC NIPPLE 112" X 2~ SCH. 60 PVC NIPPLE NCTE TEFLON TAPE ALL THREADS 112" rvi1PT X FIPT STREET ELL (2 REQUIRED) HARDSCAPE POP-UP SHRUB SPRAY NEXT TO HARDSCAPE 8 13 1 10 5 4 BUBBLER HEAD ON RISER ffi 4" )IA X 12" DRAIN PIPE SCH. BO THREADED RISER, FINISH GRADE WITH COVER LENGTH AS REQUIRED REFER TO LI\NOSCAPE PLANS 2-PVC SCH. 40 ELLS ® TRENCH DEPTH REFER TO (MIFT X FIPT) & 2" PVC SCI~. 30 TRENCHING DETAIL THREADED NI PPLE N.T.S •. @ HARDSCAPE I CONCRETE SIDEWALK 8" PVC SCH. 80 NIPPLE (jJ) 6" MINIM,JIIA fRCt,i EDGE OF PVC SCH. 4,J STREET ELL HARDSCAPE PVC LATER,ll.l LINE @ 112 CUE31C FOOT PEA GRAVEL @ NOS 4" POP-UP DRAIN EMITTER BUBBLER ON RISER FOR PALM BELOW GRADE I NOTE-TEFLON TAPE' All THREADS BUBBLER HEAD ON RISER SCH. 00 RISER 2-PVC. SCH. 40 ELLS (TX T) &. r PVC SCH. 80 THREADED NIPPLE PVC SCH. 80 NIPPLE PVC SCH. 40 STREET ELL PVC LATERAL LINE TREE GRATE 11 •. ® 4" J IA X 12" PVC SCH . 40 PIPE WITH MATCHING CAP. INSTALL SO THAT TOP OF CAP IS FLUSH WITH FINISH GRADE. ® FINISH GRADE INSIDE TREE WELL @ TRENCHING DEPTH REFER TO TRENCHING DETAIL (jJ) CONCRETE SIDEWALK I EDS: OF HARD SCAPE @ 6" MINIMUM, FIT TO TREE GRATE OPENING @ 112 CUBIC FOOT PEA GRAVEL BUBBLER ON RISER IN A T REE WELL BELOW GRADE N.1.S G) ® 0 © ® G) ® RECTANGULAR PLASTIC VALVE BOX ELECTRIC REMOTE CONTROL VALVE (locate val11e assembly in st-rub area) HEAT BRANO VALVE NUMBER ON LID. FINISH GRADE PVC LATERAL LINE ® 0 3/4" CRUSHED ROCK SUMP (one cubic toot minimum) PVC SCH 80 RIS:R, LENGTH AS R:OUIRED. The riser shall be on (1) nominal pipe size larger that 1he size of the control valve The pi~e shall be one (1) nominal pipe size larger than 1he size of the cunlrol v,1lve ® ® @ PVC MALE ADAPTOR, REDUCED (TWO RF.:QUIREO) PVC MAIN LI NE PIP E PVC SCH 40 11EDUCING BUSHING PVC SCH. 40 90 DEGREE ELL REMOTE CONTROL VAL VE CD 10'' ROUND VALVE BOX WITH LOCKING BOLT LID HEAT BRAND 'QC' ON LID ® FINISH GRADE ® QUICK COUPLING VALV E © PRESSURE SUPPLY LIN E ® PVC SCH 40 STREET ELL (2 REQUIRED) NO MARLEX ALLOWE D ® PVC SCH 40 TEE 0 ® ® @ l .. 10 12" LONG PVC SCH 80 THREADED NIPPLE N.T.S, • ONE (1) CU FT. 314" CRUSHED ROCK SUMP PVC SCH 80 THRl:;ADED CLOSE NIPPLE 36" #4 REBAR STAKE WITH (2) SPRINKLER TIES OR STAINLESS STEEL HOSE CLAMPS. QUICK COUPLING VALVE 1 RECTAN3ULl\.R PLASTIC VALVE BOX HEAT BRAND 'MV' ON LID. ELECTRIC REMOTE CONTROL V.l\.LVE FINISH GRADE PR ESSURE SUPPLY LINE P'IC MALE .".DAPTER (2 REQUIREDi ® 0 2 3 PVC PRESSURE SU::,PL v Lll\1E FROM BASKET STRAIN ER 3/4" CRUSHED ROCi<. SUMP [ONE CUBIC =ooT; N.l.S. NOTE: VALVE SHALL HAVE A MINIMUM OF 4" CLEARANCE FROM THE BOTTOM OF THE VALVE BOX LID, AND 2'' MINIMU,\i CLEARANCE FROM THE BOTTOM OF VALVE AND TOP OF GRAVEL SUMP CD ffi © ® .. --• . . .. · •. . . '._ • .... :•·, ·•·. '.r 10X PIPE DIA. MIN. UPSTREAM FINISH GRADE R;::;.CTANGULAR VALVE BOX HEAT BRAND 'FS' ON LID. 8" DIA. Cl 160 PVC SLEEVE BOTTOM TO BE FLARED AND CONTACT TOP OF PRESSURE SUPPLY LINE FLOW SENSOR. REFER TO P .ANS FOR MODEL NUMOER AND SIZE PVC REDUCING COUPLER (2 REQUIRED) 7 5X PIPE DIA. MI\I DOWNSTREAM ® (j) ® ® @ PVC PRESSURE SUPPLY LINE 314" :CLECTRICAL CONDUIT BELDEN #9889 CABLE FR OM SENSOR LEADS TO DATA DECODER, REFER TO PLANS FOR LOCATION 3/4" GRAVEL SUMP 1 CU. FT. CONDUIT BUSHING FLOW SENSOR REDUCED PRESSURE PRINCIPLE BACKFLOW PREVE,'ffER WYE STRAINER BRASS RISER FINISH GRADE THREADED BY SLIP COUPLING 7 ~----,1 f---.._,3 8 ® FROM WATER SOU RCE 0 PVC PRESSURE SUPPLY LINE. ® 6" THICK COl\'CRETE PAD ® ALUMINUM ENCLOSU RE, STRONG BOX MODEL SBBC-30AL N.T.S. BACKFLOW PREVENTOR 'RP' TYPE (3/4" through 2") FEBCO 825YA IN A ENCLOSURE NI.S G) CONTORLLER ,'\SSEMBLY IN SIDE A STAINLESS STEEL ENCLOSURE NOTE: FOR CONDUIT LOCATIONS. REFER TO CONCR ETE CONTROLLER BASE DETAIL DRAWING. ® CONCRETE BASE, RE;:ER TO THE CONTROLLER BASE DETAIL. 2 l------l r ,, ,0 ,0 ,1-----tt----1 .. •. gg .. .. .. ,. .. , r • l"TTrl' 11 111~11111~1111' ® © ® ® 0 ® ® @ FINISH GRADE 120 VAC WIRE INSIDE 314" CONDUIT ANO SWEF:P ELI_S 3" DIA CONDUIT AND SWEEP ELLS FOR CONTROL WIRES 314" GROUNDING WIRE CONDUIT AND SWEEP ELLS FLEX CABLE AS PART OF THE CONTROLLER ASSEMBLY RECTANGULAR JUNCTION BOX WITH ON/OFF SWITCH PEA GRAVEL WI RE TERMINAL BLOCK --® 6 MASTER VALVE NORMALLY CLOSED CD CONTROLLER ASSEMBLY N.l .S L A N D Robert Claikcraves SCAPE /11£.ARCHIT E C T S 2152 Dupont Drive Suite 255 Email: rcg.aslo@sbcglobal.net Irvine, Ca lifornia 92612 Tel. (949} 955-1424 N.T.$. NO. DATE ~'t 55 t PLAN VIEW NOT TO SCALE FINISH G."ADE ' ... •• SECTION NOT TO SCALE 2·.4• 10· .. 1 r 0 2" MINIMUM IN TURF AREAS 6" MIMM Ur,J IN SHRUB AREAS 6" FROM TOF OF COI\CRETE ® CONTRACTOR SHALL TRIM TO ti.PPROPRIATE LENGTH AT FINAL ASSEMBLY. MINIMUM © LENGTH SHALL BE 2" FROM TOP CF FINISH SURFACE. @ 12" MINIMUM 18" MAXIMUM, 6" DEEP C CONCRETE CONTROLLER BASE G) ® 0 Q) (SIN GLE INSTALLATION SUBGRADE LATERAL LINE (IN SLEEVE) SOIL SEPARATOR ® CONTROL ~\/IRES ilN CONDL;IT) © CLEAN GRANITE SANO ® 90% CLEAN BACK- FI LL TRENCHING UNOER HARDSCAPE ® PRESSURE SUPPLY LINE (IN SLEEVE) ® FINISH SURFACI:. N.T.S. 5 3 G) FINISH GRADE 0 LATERAL LINE ® DIRECT BURY CONTROL WIRES ® PRESSURE SUPPLY LINE 0 CLEAN BACKF ILL iREFER TO SPECIFICATIONS) ® DESCRIPTION OF REVISIONS INSTALL All CONTROL WIRE ON THE UNDERSIDE OF THE ?RESSURE SUPPLY LINE TRENCHING IN LANDSCAPE AREAS APPROVED N.l .:; RENEWAL DA 1E ;)/-25-rr DESIGNED: RG fs CHECKED: RG STEP 1 STEP 2 STEP 3 STEP 4 DRAWN: DATE: SLIP BASE SOCKET OVER END OF WIRES STR IP WIRES APPROX. 518" FROM ENDS-TWIST TOGETHER □r-=PLUG Fill PER FILLED WITH SEALER CAP CAV TY I ~ PUT CRIMP SLEEVE OVER WIRE ENDS CRIMP SLEEVE AND CUT OFF EXCESS WIRE. r PULL BASE SOCKET OVER END AS FAR AS ~ POSSIBLE ~ PUSH SEALING P_UG INTO BASE SOCKET PUSH WIRES TO ENO OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONN ECTION ORY SPLICE CONNECTIONS·REFER TO SPECIFICATIONS. WIRE CONNECTOR C-8197-2 CENTRAL AVENUE PLAZA REVITALIZATION IRRIGATION DETAILS fs P-5243-S 08 31 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET I R-2 OF 24 GENERAL IRRIGATION NOTES 1. ALL CITY AND STATE LAWS , RULES AND REGULATION GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR_ 2_ IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE THEMSELFS WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES _ THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY THERE WORK AT NO EXPENSE TO THE CITY_ THEY SHALL COORDINATE THERE WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERAL LI NES THROUGH WALLS, UNDER ROADWAYS, DRIVES, AND PAVING, ETC_ 3_ THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK_ 4_ THIS DESIGN IS DIAGRAMMATIC_ ALL PIPING, VALVES, ETC_, SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE MAIN LINE PIPE SHALL BE INSTALLED AND ROUTED TO AVOID UNFORESEEN BELOW GRADE CONDITIONS_ THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS UNLESS OTHERWISE DIRECTED BY THE ENGINEER_ 5_ THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGAT ION DRAWINGS AT EACH POINT OF CONNECTION_ THE IRRIGAT ION CONTRACTOR SHALL VERI FY WATER PRESSURE PRIOR TO CONSTRUCTION_ REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE IN DICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE_ IN THE EVENT PRESS URE DIFFERENCES ARE NOT REPORTED PRIOR TO THE START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FU LL RESPONSIBI LITY FOR ANY REVISION NECESSARY_ 6_ DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN TH E FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING_ SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD IMMED IATELY BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN TH E EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRR IGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY _ 7 ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UN LESS OTHERWISE SPECIFIED_ 8 THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE AND TO PR EVENT OVER SPRAY ONTO WALKS, STREETS, WALLS, ETC_ THIS SHALL IN CLUDE USE OF RAIN-BIRD PRESSURE COMPENSATING SCREENS "PCS", SELECTING THE BEST DEGREE OF ARC TO FIT THE EXI STING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH REMOTE CONTROL VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM_ 9 ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MI NIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE T O BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NU MBER OF WIRES UNDER PAVING. IN ADDITION TO THE CONTROL W IRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS_ 10_ SLEEVES AND CONDUITS SHALL BE INSTALLED ON ALL LATERAL AND MAIN LIN E PIPE CROSSING WALKWAYS, DRIVEWAYS, AND HARDS CAPE 5' AND WIDER. SLEEVES SIZE SHALL BE TWO (2) TIMES THE PIPE BEING HOUSED- 11. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS NO SUBSTITUTIONS OF SMALLER PIPE SHALL BE PERMITTED BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED_ ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 12. FINAL LOCATION OF THE AUTOMATIC CONTROLLER LOCATION SHALL BE APPROVED BY THE ENGINEER. 13_ ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB AND GROUND COVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1-INCH ABOVE FIN ISH GRADE. 14. ALL EQUIPMENT INSTALLED IN VALVE BOXES SHALL BE INSTALLED PER DETAIL DRAWINGS WITHOUT CUTTING SIDE WALLS OF THE VALVE BOX. CUT VALVE BOXES WILL BE REPLACED WITH NEW VALVE BOXES AS INSPECTED BY THE ENGINEER AT THE CONTRACTOR'S OWN EXPENSE. 15. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS_ 16. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION_ 17_ "HEAT BRAND" THE TOPS OF THE VALVE BOX LIDS WITH THE APPROPRIATE IDENTIFICATION. REFER TO DETAIL SHEET IR-2 18. TREE LOCATIONS TAKE PRIORITY OVER IRRIGATION PIPING. STAKE TREE LOCATIONS PRIOR TO TRENCHING FOR PIPE. ----------- ---------~---···· ----------av!l.obert lllllfcmveS L A N D S C A P E !flC. A R C 1-1 I T E C T S 2152 Dupont Drive Suite 255 Email: rcg.asla@ sbcglobal.net Irvine, California 92612 Tel. (9'19) 955-1121 NO. IRRIGATION LEGEND (Central Plaza): SYMBOL: ~ -;, "' liiil • ♦ " ~ IZlZl MANUFACTURER: TORO TORO TORO TORO TORO TORO GRISWOLD RAINBIRD FEBCO MODEL NUMBER: 570Z-570MPR+90 570Z-570MPR+180 570Z-570MPR+360 570Z-570MPR+SS 570 FLOOD BUBBLER 570 FLOOD BUBBLER DW SERIES 33DLRC 825YA-3/4" DESCRIPTION· RAD.: P_S_I. GP M : POP-UP SPRAY HEAD 3'-5' 30 0.09 POP-UP SPRAY HEAD 3'-5' 30 0_ 18 POP-UP SPRAY HEAD 3'-5' 30 0.35 POP-UP SPRAY HEAD 3'-5' 4X30 0.50 BUBBLER ON RISER 2' 30 0_25 ON RISER IN TREE WELL 2' 30 0.25 1" ELECTRIC REMOTE CONTROL VALVE QUICK COUPLING VALVE 314" RPP TYPE BACKFLOW PREVENTION DEVICE INSIDE A STRONG BOX SBBC-22SS VANDAL RESISTANT ENCLOSURE DETAIL: A A A A B C D E F 0 GRISWOLD 2230MP NORMALLY CLOSED MASTER VALVE G ® DATA INDUSTRIAL @] SITE-1 GREEN TECH -~~ APPROVED -~-~-APPROVED APPROVED ---APPROVED 1" FLOW SENSOR SA6-RM4-6/PMR-CAC/RDMIFSA-100B CONTROLLER ASSEMBLY PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 IRR IGATIO N WIRE CONDUIT (SEE NOTES FOR SIZE) IRR IGATION SL EEVE (SEE NOTES FOR SIZE) LATERAL LINE PIPE (SIZE AS NOTED) POTABLE SOURCE PRESSURE SUPPLY LINE FOR 1 1/2" DIAMETER AND SMALLER CONTROLLER VALVE CALL-OUT ~-----GALLONS PER MINUTE ~-----CONTROL VALVE SIZE IRRIGATION CONSTRUCTION NOTES: H I & 11 J J J&K J & K 0 POINT OF CONNECTION TH E CONTRACTOR SHALL LOCATE THE EX ISTING BACK FLOW PREVENTION DEVICE IN THE FIELD_ THE CONTRACTOR SHALL REMOVE THE EXISTING BACKFLOW AND INSTALL THE NEW BACKFLOWASSEMBLY IN THE LOCATION APPROVED BY THE ENGINEER_ THE CONTRACTOR SHALL TURN THE OLD BACKFLOW OVER TO THE 0 ffi CITY OF NEWPORT BEACH. HE SHALL MAKE A TIE-IN TO THE STUB-OUT FROM TH E EXISTING BACKFLOW AND RUN A 1" COPPER TYPE 'K' MAIN LINE PIPE TO THE PROPOSED BACKFLOW LOCATION AS NOTED ON THE DRAWINGS (LOCATE THE BACKFLOW NEXT TO THE CONTROLLER)-INSTALL A 1" PVC SCH. 40 MAIN LINE PIPE FROM THE BACKFLOW TO THE REMOTE CONTROL VALVE LOCATION AS NOTED ON THE DRAWINGS, ANY DEVIATIONS SHALL BE NOTED ON THE AS-BUILT/RECORD DRAWINGS_ PROVIDE ALL REQUIRED FITTINGS TO COMPLETE THE CONNECTION TASK. THE SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM Fl.OW OF 7_2 GPM AT A MINIMUM OPERATING PRESSURE OF 60 PSI. NOTE: THE EXISTING WATER METER IS LOCATED ON THE SOUTH SIDE OF THE PARKING LOT_ VERIFY THE EXACT LOCATION AND SIZE IN THE FIELD. PROVIDE AND INSTALL A SITE-1 GREEN TECH MODEL SA6-RM4-6/PMR-CACIRDM/FSA-100B CONTROLLER ASSEMBLY_ FI NAL LOCATION AND ORIENTATION OF THE CONTROLLER ASSEMBLY SHALL BE DETERMINED BY THE ENGINEER. 120\/AC POWER FOR TH E CONTROLLER ASS EMBLY SHALL BE EXTENDED FROM THE EXISTING LOCATION. PROVIDE t• SCH. 80 ELECTRICAL CONDUIT TO RUN THE 120VAC WIRE TO THE CONTROLLER AND MAKE THE FINAL HOOK-UP. THE CONTRACTOR SHALL CONNECT THE LOW VOLTAGE CONTROL WIRES TO THE CONTROLLER TERMINAL STRIP IN THE SEQUENCE AS NOTED ON THE DRAWINGS. ANY DEVIATIONS SHALL BE NOTED ON THE AS-BUILT/RECORD DRAWINGS _ FOR CONTINUAT ION OF LATERAL LINE PIPE, REFER TO PARKING ISLAND IRRIGATION DRAWING SHEET IR-11 FOR CONTINUATION OF LATERAL LINE PIPE, REFER TO THE PLAZA IRRIGATION DRAWING SHEET IR-1 SLEEVE AND CONDUIT SCHEDULE: ALL SLEEVES FOR PRESSURE SUPPLY LINE AND LATERAL LINE PIPE SHALL BE A MINIMUM TWICE THE NOMINAL SIZE OF THE PIPE WITHIN_ SLEEVE MATERIAL: e FOR I" THROUGH 2 1/2" PR ESSURE SUPPLY LINE PIPE, INSTALL IN A MINIMUM 4" DIA_ PVC SCH 40 SLEEVE e FOR 3" AND LARGER DIAMETER PRESSURE SUPPLY LINE PIPE, INSTALL IN A MINIMUM 6" DIA_ PVC CLASS 160 SLEEVE e ALL LATERAL LINE PIPE SHALL BE INSTALLED INSIDE A PVC SCH 40 SLEEVE. SLEEVE SHALL BE TWICE THE SIZE OF THE PIPE BEING HOUSED. CONDUIT SIZE AND MATERIAL: e FOR UP TO 25 #14 LOW VOLTAGE WIRES, INSTALL ONE 2" DIA PVC SCH 40 CONDUIT e FOR 26 AND UP TO 40 #14 LOW VOLTAGE WIRES, INSTALL ONE 3" DIA PVC SCH 40 CONDUIT e FOR 41 AND UP TO 120 #14 LOW VOLTAGE WIRES, INSTALL ONE 4" DIA PVC SCH 40 CONDUIT C-8197-2 CENTRAL AVENUE PLAZA REVITALIZATION 1 c--.;1 rr IRRIGATION NOTES & LEGEND CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5243-S SHEET IR-3 OF24 PART 1 -GENERAL 1.10 SUMMARY THIS SEC TION COVERS THE FURNISHING OF ALL MATERIALS AND PERFORMING ALL OPERATIONS TO PROVIDE A COMPLETE OPERABLE LANDSCAPE IRRIGATION SYSTEM AS SHO\,/N ON THE DRA\,/JNGS INCLUDING THE FOLLO\,/JNG: TRENCHING, STOCKPILING EXCAVATED MATERIALS AND REFIL LING TRENCHES, IR RIGA TJON SYS TEM COMPONENTS INCLUDING BUT NOT LIMITED TO: PIPING, BACKFLO\,/ PREVENTION DEVICES AND ENCLOSURES, FERTILIZER INJECTION RECEPTACALS, VALVES, FITTINGS, ROTORS, SPRAY HEADS, EMITTERS, DRIP TUBING, CONTROLLERS, \,/IRING, AND FINAL ADJUSTMENTS AS DETERMINED BY THE ARCHITECT TO INSURE EFFICIENT AND UNIFORM DISTRIBUTION, PIPE CONNECTIONS TD \,/ATER METERS AND BACKFLO\,/ PREVENTION DEVICES, TESTING AND INSPECTION OF THE IRRIGATION SYSTEM. CLEAN-UP AND MAINENANCE. RELATED SECTIONS: SUBMITTALS CONTRACT CL OSE-OUT EARTH\,/ORK SOIL PREPARATION TREES, SHRUBS, AND GROUND COVERS GENERAL REQUIREMENTS : CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNI CIPAL CODES AND REGULATIONS LOCALLY GOVERNING THIS \,/ORK, PROVIDING ANY REQUIREMEN TS OF THE DRA\,/JNGS AND SPECIFICATIONS, NOT CONFLICTING THERE\,/ITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS \,/RITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE ARCHITECT, CONFORM TD THE REQUIREMENTS OF THE REFERENCE INFORMATION LISTED BELO\,/ EXCEPT \,/HERE MORE STRINGENT REQUIREMENTS ARE SHO\,/N DR SPECIFI ED IN THE MOST CURENT SET OF CONSTRUCTION DOCUMENTS: AMERICAN SO CIETY FOR TESTING MATERIAL <ASTM), FOR TEST METHODS SPECIFICALLY REFERENCED IN THIS SECTION. UNDER\,/RITER'S LABORATORIES (UU, FOR UL \,/[RES AND CABLES. \,/ORK INVOLVING SUBSTANTIAL PLUMBING FOR INSTALLATION OF COPPER PIPING, BACKFLO\,/ PREVENTION DEVICES AND OTHER RELATED \,/ORK SHALL BE EXECUTED BY A LICENSED AND BONDED PLUMBING CONTRACTOR, ANY NECESSARY PERMITS SHALL BE OBTAINED PRIOR TO BEGINNING \,/ORK, SPECIFIED DEPTHS OF PRESSURE SUPPLY LINES, LATERALS AND PITCH OF PIPES AS STATED IN THIS SECTION ARE MINIMUMS. SETTLEMENT OF TRENCHES LD\,/ER THAN GRADES SPECIFIED ON THE FINAL GRADING PLANS IS CAUSE FDR REMOVAL OF FINISH GRADE TREATMENT , REFILLING TRENCHES, RECOMPACTING AND REPAIRING OF FINISH GRADE. FOLL □\,/ CURRENT PRINTED MANUFACTURER 'S SPECIFICATIONS AND DRA\,/JNGS FOR ITEMS DR INFORMATION NOT SPECIFIED DR GRAPHICALLY INDICATED IN THE MOST CURRENT SET OF CONSTRUC TION DRA\,/JNGS, SCALED DIMENSIONS ARE APPROXIMATE AND AT TIM ES IT IS NOT POSSIBLE TO INDICATE OFFSETS, FITTINGS AND OTHER RELATED EQUIPMENT GRAPHICALLY ON THE CONSTRUCTION DRA\./INGS, CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS, BEFORE PROCEEDING \./ITH ANY \,/ORK, THE CONTRACTOR SHA LL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS □F RELATED ARCHITECTURAL ELEMENTS, UTILITIES AND LANDSCAPING AND FURNI SH AND INSTALL REQUIRED FITTINGS. DD NO T INSTALL THE IRRIGATION SYSTEM AS SHO\,/N ON THE CONSTRUCTION DRA\,/INGS \,/HEN IT IS OBVIOUS THAT ACTUAL FIELD CONDI TIONS SUCH AS PHYSICAL OBSTRUCTIONS, GRADING DISCREPANCIES AND FIELD DIMENSIONS VARY FROM THOSE RECORDED □N THE CONSTRUCTION DRA\./INGS. IMMEDIATELY BRING ANY SUCH DISCREPANCIES TOTHE ATTENTION OF TH E ARCHITECT PRIOR TD PROCEEDING \,/!TH \,/ORK. IF IMMEDIATE NOTIFICATION JS NOT GIVEN AND SUCH DISCREPANCIES EXIST, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FDR NECESSARY REVISIONS, AS DETERMINED BY THE ARCHITECT. EXISTING FIELD CONDITIONS: PRESERVE AND PROTECT ALL EXI STING TREES, PLANTS, MONUMENTS, STRUCTURES, HARDSCAPE AND ARCHITECTURAL ELEMENTS FROM DAMAGE DUE TD \,/ORK IN THIS SECTION. IN THE EVENT THAT DAMAGE DOES OCCUR TD INANIMATE OBJECTS AND STRUCTURES, THE CONTRACTOR \./ILL REPAIR OR REPLACE SUCH DAMAGE TO THE SA TISFAC Tl □N OF THE ENGINEER, TRENCHING OR OTHER \,/ORK REQUIRED IN THIS SECTION UNDER THE LIMB SPREAD OF EXISTING TREES SHALL BE DONE BY HAND DR BY OTHER METHODS SD AS TO PREVENT DAMAGE DR HARM TD LIMBS, BRANCHES AND ROOTS, TRENCHING IN AREAS \,/HERE ROOT DIAMETER EXCEEDS 2 INCHES SHALL BE DONE BY HAND. EXPOSED ROOTS OF THIS SIZE SHALL BE HEAVILY \,/RAPPED \,/ITH MOISTENED BURLAP TO AVOID SCARRING DR EXC ESSIVE DRYING. \,/HERE A TRENCHING MACHINE IS OPERATED IN PROXIMITY TD ROOTS THAT ARE LESS THAN 2 INCHES, THE \./ALL OF TH E TRENCH SHALL BE HAND TRIMMED, MAKING CLEAN CUTS THROUGH ROOTS. TRENCHES ADJACENT TD DR UNDER EXISTING TREES SHALL BE CLOSED \,/!THIN 24 HOURS, AND \./HEN THIS IS NOT POSSIBLE, THE SIDE OF TRENCH CLOSEST TO THE TREE OR TREES AFFECTED SHALL EE COVERED \,/JTH MOI STENED BURLAP, PROTECT, MAINTAJN AND COORDINATE \./ORK \./ITH OTHER CONTRACTS, SPECIFIC A TIDNS, TRADES AND UTILITIES. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND \./DRKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY THEJR OPERA TIO NS. IN THE EVENT THAT DAMAGE DOES OCCUR, THE COSTS OF SUCH REPAIRS SHALL BE PAID BY THE CONTRACTOR, SUBM I TTALS SUBMIT (6) SIX SE TS OF ALL IRRIGATION EQUIPMENT TO BE USED, MANUFACTURER'S BROCHURES, SERVICE MANUALS, GUARANTEES AND OPERATING INSTRUCTIONS FOR APPROVAL TD THE ENGINEER PRIOR TO BEGINNING \./ORK, SUBMITTALS SHOULD BE I N A BOUND FORM COMPLETE \,/JTH TABLE OF CONTENTS, THE CONTRACTOR SHALL NOT PRO CEED \,/ITH \,/ORK IN THE FIELD UNTIL THI S SUBMITTAL IS APPROVED IN ITS ENTIRETY BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH (4) FOUR SERVICE MANUALS TO THE ENGINEER PRIOR TD SCHEDULING A VALK THROUGH FDR SUBSTANTIAL COMPLETION OF THEIR \,/ORK, MANUALS SHALL BE SUBMITTED IN A BOUND FORM COMPLETE \./ITH A TABLE OF CONTENTS, COPY OF CONTRACTOR'S \,/ARRANTY AND \,/ORKMAN - SHIP FORM ON COMPANY LETTERHEAD AND SHALL CONTAIN COMPLETE ENLARGED DRA\JINGS OF ALL EQUIPMENT INSTALLED SHOVING COMPONENTS \,/ARRANTY'S AND CATALOG NUMBERS TOGETHER \,/JTH THE MANUFACTURER'S NAME AND ADDRESS, MANUALS SHALL INCLUDE OPERATION INSTRUCTIONS. MANUALS SHALL BE SUBJECT TD APPROVAL BY THE ENGINEER AS TO COMPL ETENESS, RECORD DRAvJINGS PRIOR TD SCHEDULING A VALK THROUGH FDR SUBSTANTIAL COMPLETION, PROVIDE A RECORD SET OF FIELD AS-BUil T DRA\,/INGS AS DESCRIBED ABOVE TD THE ARCHITECT FOR REVJE\,/, AFTER REVJE\,/, THE ARCHITECT \./ILL RETURN THE AS-BUILT SET TO THE FIELD FOREMAN REQU ESTING FURTHER INF □RMATl □N OR \,/ILL NOTIFY THE 0\./NER THAT THE RECORD SET OF FIELD AS-BUIL TS ARE COMPLETE, AT THIS TIME A \JA L K THROUGH FOR SUBSTANTIAL COMPLETION MAY BE SCHEDULED, PRIOR TD SCHEDULING THE FINAL VALK THROUGH, A FINAL SET OF AS-BUil T DRA\JINGS SHALL BE COMPLETED AND PROVIDED TD TH E ENGI NEER, CONTROL L ER DRAvJINGS: PROVIDE T\,/0 SETS OF CONTROLLER DRA\./INGS FOR EACH CONTROLLER INSTALLED ON THE PROJECT, MAXIMUM ALLO\,/ABLE SCALE THAT \JILL FIT INSIDE THE CONTROLLER DOOR \./JTHOUT FOLDING THE DRA\,/JNG, COLOR EACH CONTROLLER DRA\,/JNG \./ITH COLORED PENCILS USING A DIFFERENT COLOR TD REPRESENT EACH SEPARATE ZONE, EACH CONTROLLER DRA\,/ING SHALL BE HERMETICALLY SEALED BET\,/EEN T\./0 (2) PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM OF 20 MILS THICK AND SUBMIT TD ARCHITECT FOR REVJE\,/, THE CONTRACTOR \./ILL PERMANENTLY FIX <D ONE CONTROLLER DRA\,/JNG TD THE INSIDE OF EACH CONTROLLER OR FIELD SATEL LITE UNIT AND BIND ONE COMPLETE SET OF CONTROLLER DRA\,/JNGS IN A LOOSE LEAF BINDER AND SUBMIT TD ENGINEER MAINTENANCE: THE MAINTENANCE PERIOD FOR IRRIGATION SHALL BEGIN AFTER A CERTIFICATE OF COMPLETION IS PROVIDED BY THE ENGINE ER, THE CONTRAC TOR SHALL \./ARRANT MATERIALS AGAINST DEFECT AND GUARANTEE \,/ORKMANSHIP FOR THE PERIOD SPECIFIED UNDER THER MAINTENANCE AGREE- MENT, THE CONTRACTOR SHALL BE RESPONSIBLE FDR COORDINATING \,/ARRANTY ITEMS \JITH MANUFACTURER/DISTRIBUTOR AND CITY, REPAIRS REQUIRED DUE TD VANDALISM BEFORE THE END OF THE MAINTENANCE PERIOD \,/ILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. PRIOR TO A RELEASE OF RESPONSIBILITY AT THE END OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL SCHEDULE A VALK THROUGH \./!TH THE ENGINEER AND DISCLOSE AND PROVIDE THE FDLLD\,/JNG, CURRENT \,/ATERING SCHEDULE REQUIREMENTS, T\,/0 (2) SETS OF THE REQUIRED TOOLS FOR REMOVING, DISASSEMBLING AND AD J USTING EACH TYPE OF SPRINKLER HEAD AND VALVE USED ON THE PROJECT. FOUR (4) QUIC K COUPLER KEYS AND MATCHING S\,/JVELS FDR EACH TYPE OF QUICK COUPLER USED ON THE PROJECT. EXTRA STOCK: PROVIDE THE 0\./NER \./ITH THE FOLLO\,/JNG ITEMS AT TH E END OF THE MAINTENANCE PERIOD, FIVE (5) PDP-UP SPRAY HEADS \,/JTH NOZZLES OF EACH TYPE USED, FOR EVERY 100 POP-UP SPRAY HEADS INSTALLED ON THE PROJECT, PART 2 -PRODUCTS PIPING: GENERAL PIPING: PIPE SIZES SHO\./N ARE NOMINAL INSIDE DIAMETER UNLESS OTHER\,/JSE NOTED. IDENTIFY PIPE \./ITH THE FOLLO\,/ING INDELIBLE MARKINGS: MANUFACTURER'S NAME. NOMINAL PIPE SIZE. SCHEDULE OR CLASS. PRESSURE RATING, NSF (NATIONAL SANITATION FOUNDATION) SEAL OF APPROVAL, DA TE OF EXTRUSION. SOL VENT \,/ELD PRESS URE SUPPLY LINE: SOL VENT \,/ELD PRESSURE SUPPLY LINE: <DO\,/NSTREAM OF BACKFLO\./ PREVENTION DEVICE) PVC CLASS 315BE (1' -2 1/2') MANUFACTURED FROM VIRGI N POLYVI NYL CHLORIDE (PVC) COMPOUND IN ACCORDANCE \./ITH ASTM D2241 AND ASTM D1784; CELL CLASSIFICATION 12454-B, TYPE 1, GRADE I. FITTINGS: STANDARD \,/EIGHT, SCHEDULE 40, INJECTION MOLDED PVC, COMPLYING \,/ITH AS TM D1784 AND D2466, CELL CLASSIFICATION 12 454-B, THREADS-INJECTION MOLDED TYPE (\,/HERE REQUIRED) TEES AND ELLS -SIDE GATED, THREADED NIPPLES, ASTM D2464, SCHEDULE 80 \,/!TH MOLDED THREADS, JOINT CEMENT AND PRIMER: TYPE AS RECOMMENDED BY MANUFACTURER OF PIPE AND FITTINGS. NON-PRESSURE LINES: NON-PRESSURE LINES, (00\./NSTREAM OF ELECTRIC CONTROL VALVES) PVC SCHEDULE 40, CON FORMING TO ASTM Dl 785-83. FITTINGS: STANDARD \,/EIGHT, SCHEDULE 40, INJ ECTION MOL DED PVC, COM PL YING \,/!TH ASTM Dl 784 AND D2466, CEL L CLASSJFICA TION 12454-B. THREADS-INJECTION MOLDED TYPE (\,/HERE REQUIRED) TEES AND ELLS-SIDE GATED THREADED NIPPLES: ASTM D2464, SCHEDULE 80 \./ITH MOLDED THREADS. JOINT CEMENT AND PRIMER: TYPE AS RECOMMENDED BY MANUFACTURER OF PIPE AND FITTINGS, SLEEVI NG: T\,/ICE THE NOMINAL SIZE OF THE PIPE \,/ITHJN. PVC CLASS 315 (1' -2 1/2' PRESSURE SUPPLY LIND AND PVC CLASS 160 C3' AND LARGER PRESSURE SUPPLY LIND. PVC CLASS 200 (NON-PRESSURE LINES) COPPER PIPE AND FITTINGS, PRESSURE SUPPLY LINE (FROM POINT OF CONNECTION THROUGH BA CK- FLD\./ PREVENTION DEVICE), TYPE K HARD COPPER HARD TEMPERED, IN ACCORDANCE \,/JTH ASTM B4284. FITTINGS: \,/ROUGHT COPPER, SOLDER JOINT TYPE. JDJNTS: SOLDERED \,/ITH SOLDER 451/. SIL VER, 151/. COPPER, 151/. ZINC AND 241/. CADMIUM AND SOLIDS AT 1125 DEGREE F AND LIQUIDS AT 1145 DEGREE F, BRASS PIPE AND FITTINGS: BRASS PIPE SHALL BE REGULAR \./EIGHT, 851/. RED BRASS, ANSI SCHEDULE 40 SCRE\,/ED PIPE. FITTINGS: MEDIUM BRASS, SCRE\,/ED AT 125 POUND CLASS, cdfoJcr1aves 1---+----+-------------+--------ltf i:1~~ 1,, fil : SIGNATURE c- l A N D s C A p E illC. A R C H I T E C Ts 1-----+-----e---------------------+-----l~RE•Ni~!~}ATE /~ 215 2 Dlll)ont Drive Email: rcg.asla@sbcglobal.ne t i;,,,, ~ DA TE ~~-i Sulle 255 !~Ice, Calllomla 9261 2 Tel (949) 955-1424 1----N-O-. -+---DA-TE--f--D-E-SC_R_IP_TI_O_N_O_F_RE_VI_S_IO_N_S-----------+-AP_P_R_O_VE_D--1 0 F C ~\.\\\I ~ ~ VALVES: ELECTRIC CONTROL VALVES, GRJS\,/OLD 2000 SERIES, GATE VALVES, GATE VALVES FDR 3/4' -2 1/2 ' PI PE, BRASS CONSTRUCTION; SOLID \,/EDGE, !SC THREADS, NON-RISING STEM \./ITH \,/HEEL OPERA TING HANDLE. GATE VALVES FOR 3' AND LARGER PIPE: IRON BODY, BRASS OR BRONZE MOUNTED A\./\,/A GATE VALVES \,/I TH A CLEAR \./ATER\,/AY EQUAL TD FUL L NOMINAL DIAMETER OF VALVE; RUBBER GASKET DR MECHANICAL JOINT-TYPE ONLY , VALVES SHALL BE ABLE TO \,/ITHSTAND A CONTINUOUS \,/ORKING PRESSURE OF 150 PSI AND BE EQUIPPED \,/ITH A SQUARE OPERA TING NUT, QUICK COUPLING VALVES: BRASS T\,/0 PIECE BODY \./ITH LOCKING RUBBER CAP , DESIGNED FDR \,/ORKING PRESSURE OF 150 PSI; OPERABLE \,/ITH QUICK COUPLER, MANUFACTURED BY NELSON OR RAINBIRD, VAL V E BOX ES: GAT E VALVES, GROUNDING RODS, \,/IRE SPLICES: CARSON !1910-12, ELECTRIC CONTROL VALVES• CARSON lll419-13B C-8197-2 IRRIGATION SPECIFICATIONS DESIGNED: DRAWN : RG/fs fs CHECKED : DA TE: RG 08/25/17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5243-S SHEET IR-4 OF24 • SPRINKLER HEADS: FABRICATED RISER UNITS IN ACCORDANCE \./ITH DETAILS, \./ITH RISER NIPPLES OF SAME SIZE AS RISER OPENING IN SPRINKLER BODY. 4• TO 12' PIP-UP SPRAY HEADS: TORO 570Z SERIES SERIES. AUTOMATIC CONTROLLER UNIT: AUTOMATIC CONTROLLER UNIT AS SPECIFIED ON DRA\./INGS. ELECTRIC CONTROL wIRING: LO\./ VOLTAGE, A\./G UF UL APPROVED NO. 14 DIRECT BUR I AL COPPER \./IRE FOR ALL CONTROL \./IRES AND NO, 14 DIRECT BURIAL COPPER \./IRE FOR ALL COMMON \./IRES. \./IRE COLORS, CONTROL \./IRES -RED. COMMON \./IRES-\./HITE \./IRE SPLICE CONNECTORS, RAINBIRD PENTJTE CONNECTORS HIGH VOLTAGE, TYPE REQUIRED BY LOCAL CODES AND ORDINANCES, DR PROPER SIZE TO ACCOMMODATE NEEDS OF EQUIPMENT SERVICED. BACKFLOw PREVENTION DEVICE: BACKFLO\./ PREVENTION DEVICE, REDUCED PRESSURE PRINCIPAL BACKFLO\./ ASSEMBLY SHALL CONSIST OF AN APPROVED BRASS DR BRONZE BODY, BRASS CHECK VALVES, HYDRAULICALLY ACTUATED RELIEF VALVE, INLET AND DISCHARGE SHUT □FFS AND FIELD TEST COCKS. MANUFACTURER SHALL BE FEBC□ OR \./ILKINS. BACKFLO\./ PREVENTION DEVICE ENCLOSURE, AS SPECIFIED ON DRA\./INGS. ATMOSPHERIC VACUUM BREAKER, ATMOSPHERIC OPENING SHALL BE GREATER DIAMETER THAN 'IS' OF UNIT. VACUUM RELIEF TD BE SEPARATE AND INDEPENDENT FROM CHECK VAL VE MEMBER. SAND BEDDING: SAND BEDDING SHALL BE CONSTRUCTION GRADE. PART 3 -EXECUTION PREPARATION: EXAMINE FIELD C □NDITIDNS PRIOR TO BEGINNING \./ORK DESCRIBED IN THIS SECTION. GRADING OPERA TI □NS SHALL BE COMPLETED AND APPROVED PRIOR TD BEGINNING \./ORK. VERIFY ALL SLEEVE LOCATIONS PRIOR TD BEGINNING \./ORK IN THIS SECTION AND FLAG SLEEVES AND CONDUITS INSTALLED BY OTHER TRADES, REPORT ANY CONFLICTS TO ARCHITECT IMMEDIATELY. IRRIGATION SYSTEM SHALL BE CONSTRUCTED IN THE SIZES AND GRADES AT THE LOCATIONS SHD\./N ON THE DRA\./INGS, MARK \./ITH PO\./DERED LIME OR MARKING PAINT ROUTING OF PRESSURE SUPPLY LINE AND STAKE THE LOCATION OF EACH SPRAYHEAD, ROTOR, ELECTRIC CONTROL VALVE AND OTHER RELATED EQUIPMENT FOR THE FIRST THREE ZONES. ARCHITECT SHALL REVIE\./ STAKING AND DIRECT ANY NECESSARY CHANGES \./!TH THE CONTRACTOR PRIOR TD PROCEEDING TO OTHER ZONES. THIS REVIE\./ DOES NOT IN ANY \./AY ALLEVIATE THE CONTRACTOR FROM THE RESPONSIBILITIES ASSOCIATED \./ITH PROP ER UNIFORMITY AND DISTRIBUTION OF HEAD PLACEMENT AFTER STAKING. INSTALL SLEEVING UNDER PAVING, HARDSCAPE AREAS, SIDE\./ALKS AND PATHS PRIOR TO ASPHA L T AND CONCRETE OPERA TI□NS, TD ACCOMMODATE PIPING AND \./IRING. COMPACT BACKFIL L AROUND SLEEVES TO 951/. MODIFIED PROCTOR DENSITY \./!THIN 21/. OF OPTIMUM MOISTURE CONTENT IN ACCORDANCE \./ITH ASTM D1557, EXCAVATION AND BACKFILLING OF TRENCHES: TRENCH EXCAVATION SHALL AS MUCH AS POSSIBLE FOLL □\./ THE LAYOUT SHD\./N ON DRA\./INGS . TRENCHES SHALL BE STRAIGHT IN ALIGNMENT AND SUPPORT PIPE CONTINUOUSL Y ON BOTTOM OF TRENCH, REMOVE ROCKS AND DEBRIS GREATER THAN I' IN DIAMETER. OVER EXCAVATE AS REQUIRED FDR BEDDING MATERIAL, DEPTH OF TRENCH PRESSURE SUPPLY LINE, 1B' FROM TOP OF PIPE TD FINISH GRADE. NON -PRESSURE LINE (SPRAY HEADS), 12' FROM TOP OF PIPE TD FINISH GRADE. CONTROL \./IRING: DIRECTLY AT SIDE AND BOTTOM OF PRESSURE SUPPLY LINE PRESSURE SUPPLY LINE LOCATER TAPE: 6' ABOVE TOP OF PIPE. DEP TH OF TRENCH UNDER ASPHALT PAVING OR CONCRETE, PRESSURE SUPPLY LINE, 24' FROM TOP OF PIPE TD AGGREGATE BASE. NON-PRESSURE LINE• 24" FROM TOP OF PIPE TO AGGREGATE BASE. DRIP TUBING, 24' FROM TOP OF PIPE TO AGGREGATE BASE. CON TRO L \./IRING: DIRECTLY AT SIDE AND BOTTOM OF PRESSURE SUPPLY LINE. COMMUNICATION CABLE, OPPOSITE SIDE OF CONTROL \./IRING. PRESSURE SUPPLY LINE LOCATER TAPE: 6' ABOVE TOP OF PIPE. PIPING LOCATED UNDER ASPHALT PAVING OR CONCRETE SHALL BE INSTALLED \./ITH THE APPROPRIATE SIZED SLEEVE AND BACKFILLED \./ITH SAND BEDDING C6' BELO\./ PIPE AND 6' ABOVE PIPD. COMPACT BACKFILL MATERIAL IN 6' LIFTS AT 901/. MAXIMUM DENS ITY DETERMINED IN ACCORDANCE \./ITH ASTM D1557 USING MANUAL DR MECHANICAL TAMPING DEVICE. SET IN PLACE, CAP AND PRESSURE TEST PIPING IN TH E PRESENSE OF THE ENGINEER PRIOR TD BACKFILLING, \./IDTH OF TRENCH, PIPE GREAT ER THAN 3': 14' MINIMUM. PIPE LESS THAN 3': 7' MINIMUM, \./IDTH BET\./EEN TRENCHES, IRRIGATION TR ENCH TD IRRIGATION TRENCH: 6' MINIMUM. IRRIGATION TRENCH TD OTHER TRADE TRENCHES: 12' MINIMUM. BORING: \./ILL □NL Y BE PERMITTED \./HERE PIPE HUST PASS UNDER AN OBSTRUCTION THAT CANNOT BE AV □IDED OR REMOVED. BORING BACKFILL SHALL MATCH SUR ROUNDING SOIL DENSITY AND GRAIN. BORING UNDER EXISTING PAVING, HARDSCAPE OR SIDE\./ALKS MAY BE PERMITTED AT CONTRACTOR'S 0\./N RISK CONTRACTOR I S RESP ONS IBLE FOR ANY REPAIRS OR DAMAGE TD SUCH ITEMS AT THEIR 0\./N EXPENSE. BACKFILLING: BACKFILLING OF TRENCHES MAY NOT BE DONE UNTIL ALL REQUIRED TESTING FOR THE I RRI GATION SYSTEM HAS BEEN COMPLETED. MATERIAL: EXCAVATED MATERIAL IS GENERALLY CONSIDERED TD BE ADEQUATE FOR BACKFILLING OPERA TI □NS. BEFOR E BEGINNING THE BACKFILLING OPERA TIDN, INSURE THAT BACKFILL MATERIAL IS FR EE FROM DEBRIS AND ROCKS GR EATER THAN 1' IN DIAMETER, AND IS NOT MIXED \./ITH TOPSOIL. THESE MATERIALS AFTER SEPARATED FROM BACKFILL, SHALL BE LEGALLY DISPOSED OF AT CONTRACTOR'S EXPENSE. BED PRESSURE SUPPLY LINE \./ITH CONSTRUCTION GRADE SAND 6" ABOVE AND 6' BELO\./ PIPE. REMAINING BACKFILL MAY BE AS DESCRIBED ABOVE. BED ALL ELECTRICAL CONTROL \./IRING THAT JS TRENCHED SEPARATE FROM PRESSURE SUPPLY LINE \./ITH CONSTRUCTION GRADE SAND 6' CONSTRUCTION GRADE SAND 6' ABOVE AND 6' BELO\./ \./IRES. \./HEN BACKFILLING, SLIGHTLY MOUND FILLED TRENCHES FOR SETTLEMENT AFTER BACKFIL LING IS COMPLETED. COMPACT BACKFILL TO A 901/. MAXIMUM DENSITY IN ACCORDANCE \./ITH ASTM D1557 \./ITH A MECHANICAL TAMPER. DD NOT LEAVE TRENCHES OPEN FOR A PERIOD GREATER THAN 24 HOURS. OPEN TRENCHES SHALL BE PROTECTED IN ACCORDANCE \./ITH CURRENT OSHA REGU L ATIONS. POINT OF CONNECTIONS: P □ INT OF CONNECTION SHALL BE APPROXIMATELY AS SHO\./N ON DRA\.JJNGS. CONNECT NE\./ UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES, ADAPTERS, DR OTHER NECESSARY FITTINGS FOR CONNECTION. I NSTALLATION OF SOLVENT w'ELD POLYVINYL CHLORIDE PIPE: POLYVINYL CHLORIDE PIPE SHALL BE CUT \./ITH A PVC PIPE CUTTER DESIGNED FDR THAT PURPOSE ONLY. ALL PLASTIC-TD-PLASTIC SOLVENT \./ELD JOINTS SHALL USE ONLY THE SOLVENT REC OMMENDED BY THE PI PE MANUFACTURER, PIPE ENDS AND FITTINGS SHALL BE \./!PED \./ITH MEK, OR APPROVED EQUAL BEFORE \./ELDING SOL VENT I S APPLIED. \./ELDED J □INTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING, PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLO\./ FO R EXPANSION AND CONTRACTIONS. INSTALL MANUAL DRAIN VALVES AT ALL LO\./ PDIN TS IN PR ES SURE SUPPLY LINE IN AS SPECIFIED ON DRA\./INGS, ALL CHANGES OF DIRECTION OVER 15 DEGREES SHALL BE MADE \./ITH FITTINGS. \./HEN PI PE LAYING IS NOT IN PRGRESS AND AT THE END OF EACH \./ORKING DAY, CLOSE PIPE ENDS \./ITH TIGHT PLUG OR CAP. INSTALL PRESSURE SUPPLY LINE LOCATING TAPE ALONG THE ENTIRE LENGTH OF PRESSURE SUPPLY LINE. CENTER LOAD PIPE \./ITH SMALL AMOUNT OF BACKFILL TO PR EVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. COORDINATE PRESSURE SUPPLY LINE \./ITH SAND BEDDING OPERATIONS. NO \./ATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOL VENT \./ELD SETTING AND CURING. ALL CHANGES OF DIRECTION OVER 15 DEGREES SHALL BE MADE \./ITH FITTINGS. INSTALLATION OF COPPER PIPE: COPPER PIPING SHALL BE CUT BY A PO\./ER HACKSA\./, A CIRCULAR CUTTING MACHINE USING AN ABRASIVE \./HEEL, DR BY MEANS OF A HAND HACKSA\./. NO PIPING SHALL BE CUT \./ITH A METALLIC \./HEEL CUTTER OF ANY DESCRIPTION, ALL PIPE SHALL BE REAMED AND ROUGH EDGES OR BURRS REMOVED SD THAT A SMOOTH AND UNOBSTRUCTED FL O\./ IS OBTAINED. ECC ENTRIC REDUCING FITTINGS SHALL BE USED \./HERE ANY CHANGE IN PIPE SIZE OCCURS . BUSHI NGS SHALL NOT BE USED UN LESS SPECIFICALLY AUTHORIZED BY TH E ENGINEER, APPLY EMERY CLOTH TD ALL PIPE ENDS AND \./!PE CLEAN \./ITH CLOTH PRIOR TO SOLDER \./ELDING PIPE END TD FITTING. APPLY AN EVEN L AYER OF FLUX ALONG AREA TO BE SOLDERED AND THEN SOLDER UNIFORMLY AROUND JOINT AND LET COOL. AFTER COOLING LIGHTLY APPLY EMERY CLOTH ALONG SOLDERED AREA UNTIL SMOOTHED. ALL EXPOSED PIPING UNDER STRUCTURAL SLABS SHALL BE STENCILED \./ITH 'IRRIGATION MAIN' OR 'IRRIGA TI □N LATERAL• AS REQUIRED, AT TEN FOOT 00') INTERVALS IN BLACK LETTERING, 3/4' MINIMUM HIGH. INSTALLATION OF BRASS PIPE: BRASS PIPING SHALL BE CUT BY A PO\./ER HACKSA\./, A CIRCULAR CUTTING MACHINE USING AN ABRASIVE \./HEEL, DR BY MEANS OF A HAND HACKSA\.J . NO PIPING SHALL BE CUT \./ITH A METALLIC \./HE EL CUTTER OF ANY DESCRIPTION. ALL PIPE SHALL BE REAMED AND ROUGH EDGES OR BURRS REMOVED SO THAT A SMOOTH AND UNOBSTRUCTED FLO\./ IS OBTAINED ECCENTRIC REDUCING FITTINGS SHALL BE USED \./HERE ANY CHANGE IN PI PE SIZE OCCURS. BUSHINGS SHALL NOT BE USED UNL ES S SPECIFICALLY AUTHORIZED BY THE ENGINEER JOINT COMPOUND SHALL BE CAREFULLY AND SMOOTHLY PLACED ON THE MALE THREAD □NL Y. ALL SCRE\./ED J □INTS MUST BE TIGHTENED \./ITH TONGS DR \./RENCHES. CAULKING OF ANY KIND \./ILL NOT BE PERMITTED. ALL EXPOSED PIPING UNDER STRUCTURAL SLABS SHALL BE STENCILED \./ITH "IRRIGA TI □ N MAIN' OR 'IRRIGATl□NLATERAL" AS REQUIRED, AT TEN FOOT 00') INTERVALS IN BLACK LETTERING, 3/4' MINIMUM HIGH. C-8197-2 IRRIGATION SPECIFICATION Robert Claikcraves LANOSCAPE/m<A R CHITECTS~-~---+------------------+--~ RENEWAL DA TE DESIGNEDRG fs DRAWN fs CITY OF NEWPORT BEACH P-5243-S 2152 Dupont Drive Suite 25 ~ Email: rcg.asla@sbcglobal.net Irvine, California 92612 Tel. (949) 955-1424 No. _J__'D"'A":TE:______l__'.'o~Es'.':'.c"'R1':.'PT".':10:N-':o"-F~R.':.'Ev,,_1s".':10:N::._s _________ _l'A.._P._.PR:o ... VE::':'.DL _ _::-:::~~~----LcH_E_cK_E_o,___i;R:s;_GLo_A_TEJ:,0~8 !12~5 ~1ZJ7 L ___ _:_P_-u._.s._.L-_-1 c_.._.w_:_o.=_-_-R~K._..s_.o-:_:E=-:P_-A_::R_:_T_:_M=E~N_:_T ___ _r:s:.::_HE:E_:_T -'-'I R~-~5,_o_,,F~2:::4~ / AUTOMATIC CONTROLLER UNIT: V ER IFY ELECTRICAL PD\JER AT LDCA TI □N□F AUT□MA TIC CONTROLLER UNIT PRI □ R TD IN ST ALLAT I□ N OF AUTOMATIC CONTROLLER UNIT. NOTIFY ENGINEER IMMEDIATELY IF PD\JER SOURCE IS NOT AVAILABLE. INSTALL AUTOMATIC CONTROLLER UNIT \JHERE SHO\JN ON DRA\JINGS PER MANUFACTURER'S SPECIFICATIONS, CON TROLLER SHALL BE TESTED \JITH COMPL ETE ELECTRICAL CONNECTIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FDR TEMPORARY PO\J ER TD THE CONTROLLER FDR OPE RATION AND TESTING PURPO SES. CONNECT ELECTRIC CONTROL VALVE \JIRING TO CONTROLLER UNIT IN THE SAME NUMBER ICAL SEQUENCE AS INDICATED ON THE DRA\JINGS. INSTALL A SEPARATE GROUND \,/I RE FDR EACH CONTROLLER UNIT AS SPECIFIED ON THE DRA\JINGS. ABOVE GROUND CONDUIT SHALL BE RIGID GALVANIZED PIPE \JITH THE APPROPRIATE FITTINGS. BELO\,/ GROUND CONDUIT SHALL BE PVC SCH 40 PIPE \JITH APPROPRIATE FITTINGS. LABEL EACH AUTOMATIC CON TROLLER UNIT \JITH THE LETTER DR NUMBER DES I GNA TED ON THE DRA\JINGS. LE TTER DR NUMBER SHALL BE LOCATED IN A VISIBL E LOCATION ON THE INSIDE PANEL COVER \JITH 3' HIGH VINYL LETTERS. EACH AND EVERY AUTOMATIC CONTROLLER UNIT SHALL BE COMPL ETELY OPERABLE PR IOR TD SCHEDULING A \JALK THROUGH FDR SUBSTANTIAL COMPLETION. ELECTR I CAL \./IRING: LO\,/ VOLTAGE \JIRI NG• BURY CONTROL \JIRING IN SAME TRENCH AS PRESSURE SUPPLY LINE AS SPECIFIED, BUNDLE AL L 24 VOLT VIRES AT 20' INTERVALS \JITH ELECTRICAL TAPE. PROVIDE EXPANSION LOOPS AT EVERY PRESSURE SUPPLY LINE ANG LE FITT ING, INSIDE EACH AND EVERY ELECTRIC CONTROL VAL VE VAL VE BOX AND AT 250' LENGTH INTERVALS ALONG ROUTING. FORM EXPANSI □ N LOOP BY \,/RAPPING \JIRE A MINIMUM OF JO TIMES AROUND A 3/ 4' PIPE AND \JITHDRA\JING PIPE, LIMIT SPLICING OF ELECTRICAL \JIRING. PROVIDE EACH SPLICE MADE AT INTERVALS DR IN ELECTRIC CONTROL VALVE ASSEMBLY VALVE BOXES \JITH RAINBIRD PETITE CONNECTORS. \JIRE SPLICES OCCURRING AT I NTERVALS OU TS IDE ELECTRIC CONTROL VALVES ASS EMB LIES SHALL BE INSTALLED IN A SEPARATE VALVE BOX. PROVIDE CD ONE ELEC TRI CAL CONTROL \JIRE FOR EACH AND EVERY ELE CTRIC CONTROL VALVE. PIGGY BACKING LIKE ZONES ON TH E SAME ELECTRICAL CONTROL VIRE IS NOT ALLD\JED. HIGH VOLTAGE \,/I RING• INSTALL 120 VOLT PO\J ER FROM PD\JER SOURCE TD AU TOMA TIC CONTRO LLER DR FIELD SATELLITE UNIT F □LLO\JING LOCAL GOVERNING CODES AND ORDINANCES. BACKFLO\./ PR EVENT I ON DEVICE: INSTALL BACKFLO \J PREVENTION DEVICE AND BACKFLO\J PREVENTION DEVICE ENCLOSURE AT THE LDCATI □N AND AS SPECIFIED ON DRA\JINGS. COORDINATE INST ALLA TI □ N \JITH LOCAL GOVERNING CODES AND ORDINANCES. PRESS URE REGULATOR: INSTALL PRESSURE REGULATOR AND SET PSI AT THE LOCATION AND AS SPECIFIED ON DRA\JINGS. QUALITY CONTRO L : FLUSHING, CENTER LOAD ALL PIPING PRl □ R TD FLUSHING. AFTER ALL NEV IRRIGATI □ N PIPING AN D RISERS ARE IN PLACE AND CONNECTED AND ALL NECESSARY DIVERSION \JORK HAS BEEN COMPLETED AND PRIOR TO THE INSTALLATION OF SPR I NKLER HEADS, ROTORS AND QUICK COUPLING VALVES THOROUGHL Y FLUSH PIPING SYSTEM UNDER FULL HEAD OF PRESSUR E FOR A DURATION OF FIVE MINUTES AFTER THE FURTHERMOST RISER FROM THE POINT OF CONNECTION BEGINS TD FLUSH. AFTER THE SYSTEM IS THDROUGHL Y FLUSHED CAP ALL RISERS. TESTING• AFTER BACKFI LLING, FLUSHING AND THE INSTALLATION OF EACH ELECTR I C CON TROL VALVE, GATE VALVE, QUICK COUPLING VAL VE AND MANUAL DRAIN VALVE THE IRRIGATION SYS TEM MAY BE PRESSURE TESTED. PRE SSURE TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE ENGINEER UTILIZING THE FOLLD\JING PROCEDURE• PR ES SURIZE THE IRRIGATION SYS TEM TD 40 PSI GREATER THAN THE DESIGNATED ST ATIC PRESSURE DR 120 PSI \JHICH EVER IS GREATER FOR A PERIOD OF ND LESS THAN 2 HOURS , ALL PUMP EQUIPMENT AND OTHER EQUIPMENT NECESSARY FOR THE PRESSURE TEST SHALL BE FURNISHED BY THE CONTRA CTOR. TEST IS ACCEPTABLE IF ND LEAKAGE OCCURS \,/!THIN THE SYSTEM FOR THE DURA TIDN OF THE TESTING PERIOD. IF LEAKS DO OCCUR , REPAIR SAID LEAKS AND BEGIN PRESSURE TEST AGAIN. REPEAT THIS OP ERATION UNTIL NO LEAKS OCCUR IN THE IRRIGA TI□ N SYSTEM. BEFORE REQUESTING A \JALK THROUGH FDR SUBSTANTI AL COMPLETION, TH E ENTIRE IRRIGA TI□N SYSTEM SHALL REMAI N UNDER PRESSURE FOR A PERIOD OF ND LESS THAN 48 HOURS. \JALK THROUGH FDR SUB STANTIAL COMPLETION• BEFORE REQUESTING A \,/ALK THROUGH FOR SUBSTANTIAL COMPLETION THE F□LLD\JING REQUIREMENTS MUST BE ENTIRELY SATISFIED• THE ENTIRE IRRIGATION SYS TEMIS COMPLETELY INSTALLED, FLUSHED AND SATISFACTOR ILY PR ESS URE TESTED. ALL VAL V E BOXES HAV E BEEN BRANDED. ALL AU TOMATI C CONTROLLERS OR FI ELD SATELLITE UNITS ARE FULLY OPERABLE AND COMMUN I CATION CABLE HAS BEE N CERTIFIED AND CHECKED AT CENTRAL CONTROL SYSTEM. ONCE THE ABOVE REQUIREMENTS HAVE BEEN MET A \JALK THROUGH FDR SUBSTANTIAL COMPLETION MAY BE REQUESTED. THE F □LLD\JI NG PROCEDURES \JIL L BE USED DURING THE \JALK THROUGH FOR SUBSTAN- TIAL COMPLETION• ALL VAL VE BOX LIDS SHALL BE REMOVED FROM VALVE BOXES AND PLACED FACE UP ADJACENT TD THE VALVE BOX PRIOR TD BEGINNING THE \JALK THROUGH FOR SUBSTANTIAL COMPLETION THE \JALK THROUG H FDR SUBSTANTIAL COMPLETION \JILL BE DIVIDED INT □ (2) T\JD SECTIONS AND PROCEED AS F □LLO\JS• PHYSI CAL \JALK THROUGH, THIS \JILL CONSIST OF \JALKING THROUGH THE ENTIRE IRRIGATION SYSTEM AND EXAMI NING AL L COMPON ENT S OF THE SYSTEM \JITH □UT TURNING ON ZONES. A PUNCH LIST \JILL BE ESTABLISHED OF DEFICI ENCIES IN THE CONSTRUCTION AND \JORKMANSHIP OF THE IR RIGA TIN SYSTEM AS COMPARED TD THE CONSTRUC TION DRA\JINGS, DETAILS AND SP ECIFICATIONS. OPERATIONAL VAL K-THROUGH• THIS \JILL CONSIST OF \JALKI NG THROUGH THE ENTIRE IRRIGATl □N SYSTEM AGAI N AND OBSERVING EACH ZONE IN A FULLY OPERABL E CONDITION VALVES MUST BE AC TIVATED FROM THE AUTOMATIC CONTROLLER DR FIELD SATELLITE UNIT (MANUAL BLEEDING OF INDIVIDUAL ELECTRIC CONTROL VALVES \JILL NOT BE ACCEPTABLE) A PUNCH LIST \JILL BE ESTABLISHED OF DEFICIENCIES IN TH E OPERA TION OF EACH ZONE IN THE IRRIGATION SY STEM EVALUATING BUT LIMITED TD HEAD SPACING, RD\J SPACING, NOZZLE SIZING, CORRE CT RADIUS OF THRD\J, CORRECT STA TI □NING, EMI TTER QUANTITY AND OPERATION AND BLD\J-OUT OPERATION OF DRIP ZONES AS COMPARED TO TH E C □NTRUCTl □ N DRA\JINGS, DE T AILS AND SPECIF I CA TIO NS. ONCE THE \JALK THROUGH FDR SUBSTANTIAL COMPLETION IS COMPLETED THE ENGINEER \JILL PROVIDE A COPY OF ALL PUNCH LIST ITEMS TO THE D\JNER FDR DISTRIBUTION TD THE CONT RACTOR. IT IS THE CONTRACTOR 'S RESPONSIBILITY TD REPAIR, REPLACE AND ADUUST ALL ITEMS ON THE PUNCH LIST PRIOR TD REQUESTING A FINAL \JALK FINAL \JALK THROUGH: BEFORE A FINAL \JALK THROUGH THE F □L L O\J ING REQUIREMENTS MUST BE ENTIRELY SATISFIED• EACH ITEM ON THE \JALK THROUGH FDR SUBS TANTIAL COMPLETION HAS BEEN THOROUGHLY ADDRESSED AND RESOLVED BY TH E CONTRAC TOR. THROUGH. A FINAL RECORD AS-BJI L T HAS BEEN PRODUCED AND PROVIDED TD TH E CITY. CONTROLLER DRA\JINGS FDR EACH AJTOMATIC CONTROLLER OR F IELD SATELLITE UNIT HAVE BEEN COMPLETED, INSTALLED AND PROVIDED TO O\JNER. ALL EXTRA STOCK HAS BEEN TUR NED OVER TO THE D\JNER OR O\JNER 'S RESPRESENTA TIVE. ONCE THE ABOVE REQUIREMENTS HAVE BEEN MET A FINAL \,/A LK THROUGH MAY BE RE QUESTED . THE F □LLD\JING PROCEDURES \JILL BE USED DURING THE \JALK THROUGH FOR SUBSTANTIAL COMPL ETION• ONLY THOSE VALVE BOX LIDS SHALL BE REMOVED FROM VALVE BOX ES AS INDICATED ON THE \JALK THROUGH FDR SUBSTANTIAL COMPL ETION PUNCH LIST, THESE VAL VE BOX LIDS SHALL BE PLACED FACE UP ADJACENT TD THE VALVE BOX PRIOR TD BEGINNING THE FINAL \JALK THROUGH. THE FINAL \JALK THROUGH \JILL BE DIVIDED INTO (2) T\JO SECTIONS AND PROCEED AS FDLLO\,/S, PHYSICAL \JALK THROUGH• THIS \JILL CON SIST OF \JALKING THROUGH THE PUNCH LIST ITEMS CREATED AT THE TIME OF THE \JAL K THROUGH FOR SUBSTANTIAL COMPLETION AND EXAMINING ALL COMPONENTS OF THE SYSTEM \JITHOUT TURNI NG ON ZONES. ANY REMAINING DEFICIENCIES I N THE CONSTRUCTION AND \JORKMANSHIP OF THE IRRIGA TI □ N SYSTEM AS COMPARED TD THE PUNCH L IST GENERATED AT THE TIME OF THE \JALK THROUGH FOR SUBSTANTIAL COMPLETION, CONS TRUC TION DRA\JI NGS, DETAILS AND SPECIFICA TI □NS \JIL L BE NOTED. OPERA TIONAL \JALK THROUGH• THIS \JILL CON SIST OF \JALKING THROUGH THE PUNCH LIST ITEMS CREA TE D AT THE TIME OF THE \JALK THROUGH FOR SUBSTANTIAL COMPLE TION AND OBSERVING EAC H ZONE IN A FULLY OPERABLE CONDITION. VALVES MUST BE ACTIVATED FROM THE AUTO - MATIC CONTRO LL ER DR FIELD SATELLITE UNI T (MANUAL BLEEDING OF INDIVIDUAL ELECTRIC CONTROL VALVES \JILL NOT BE ACCEP TABLD. ANY REMAINING DEFICIENCIES IN THE OPERATION OF EACH ZONE IN TH E IRRIGATION SYSTEM IN CL UDING BUT NOT LIMITED TD HEAD SPACING , RO\,/ SPACING, NOZZLE SIZING, CORRECT RADIUS OF THRO\J , CORR ECT STATIONING, EMITTER QUANTITY AND OPERA TION AND BLD\J- □UT OPERATION OF DRI P ZONES AS COMPARED TD THE PUNCH LIST GENERATED A THE TIME OF THE \JALK THROUGH FDR SUBS TANTIAL COMPLETION CONSTRUCTION DRA\JI NG S, DETAILS AND SPECIFICATIONS ONCE THE FINAL wALK THR OUGH IS COMPLE TED AND ALL ITEMS CREATED ON THE FINAL PUNCH L IST HAVE BEEN ADDRESSED TH E MAINTENANCE PERIOD MAY BEGIN. ANY ADDITIONAL \JALK THR □UGHS THAT ARE NE CESSARY BECAUSE OF THE CONTRACTORS INABILITY TD ADDR ES S ALL ISSUES ON THE PUNCH LI STS DESCRIBED ABOVE \JILL BE PROVI DED AT MAINTENANCE PERIOD• SHALL BE AS INDICATED IN CON TRAC T AGREEME NT AND \JILL BEGIN ONCE AL L ITEMS ON THE FINAL \JALK THROUGH PUNCH LIST HAVE BE EN S ATIS FACT □RIL Y ADDRESSED. THE CONTRACTOR IS RESPONSI BLE FDR OBTAINING AND FDLLD\JING ANY MAINTENANCE MANUALS CREATED SPECI FICALLY FDR TH E PROJECT. THE CONTRACTOR'S EXPENSE. AT THE END OF THE MAINTENANCE PERIOD TD TURNING THE PROJEC T □VER TO TH E CITY, THE CON TRACTOR SHALL PROVIDE AL L NECESSARY MAINTENANCE MATERIALS TD THE CITY ONC E ACCEPTED IN \JRITING BY THE ENGINEER, THE MAINTENANCE P ERI □ D \JILL END. Robert ClafJ?craves L AN D S CAPE/JU,AR C H I TE CT S ~--l--------1--------------------+-----I ENEWAL DATE 21!12 Dupont Drive Su ite 255 l:::.mail: rcg.asl0@sbcglobal.net 1------l--------l---------------------+-----I Irvine, California 92612 Tel. (949) 955-1424 NO. DATE DESCRIPTION OF REVISIONS APPROVED DESIGNED: DRAWN: RG fs fs CHECKED: DATE: RG 08/25/17 C-8197-2 IRRIGATION SPECIFICATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5243-S SHEET IR-6 OF 24 ' • E 0 0 "" "' -,,., ' ro 0 -" Q'. D C " "' " __J 0 L " C <V (.? I -~ w C/l '.;,, 0 N 0 0.. " :, C " > <( "' L " " L 0 -"' "' 0 t-/ C a ~ 0 E L 0 -C I C o> "' " 0 I " / -0 (.) I C 0 _c (j 0 " [Il ~ L 0 Q. ~ <V z 0 ro ro 00 / 0.. GENERAL NOTES: 1. ALL WORK SHALL COMPLY WITH THE 2016 EDITION OF THE CALIFORNIA ELECTRICAL CODE AND ALL OTHER APPLICABLE FEDERAL, STATE, LOCAL CODES, RULES AND REQUIREMENTS. ALL WORK DETAILED ON THESE PLANS SHALL BE PERFORMED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION AND SUPPLEMENTS TO DATE EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL REVISIONS. WHERE THE PLANS SHOW MORE RESTRICTIVE REQUIREMENTS. THE PLANS SHALL GOVERN BUT NOTHING ON THESE PLANS SHALL BE INTERPRETED AS AUTHORITY TO VIOLATE ANY CODE OR REGULATION. COMPLY WITH CITY OF NEWPORT BEACH AMENDMENTS TO 2016 CEC. 2. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PLANS AND/OR SPECIFICATIONS OR WITH CODE REQUIREMENTS, THE NOTE, SPECIFICATION OR CODE WHICH PRESCRIBES AND ESTABLISHES THE MORE COMPLETE JOB OR THE HIGHER STANDARD SHALL PREVAIL. 3. PROVIDE CODE SIZE GROUND WIRE INSIDE ALL PVC CONDUIT. 4. CONDUCTOR CIRCUIT SPLICES OR TAPS SHALL BE PERFORMED IN ACCORDANCE WITH STD.-205-L. 5. ALL MATERIALS AND EQUIPMENT TO BE INSTALLED SHALL BE NEW AND SHALL BE LISTED AND BEAR THE UNDERWRITER'S LABEL (UL) OR EQUIVALENT AND SHALL BE INSTALLED IN THE MANNER FOR WHICH IT IS DESIGNED AND APPROVED. 6. UNLESS NOTED OTHERWISE, ALL UNDERGROUND CONDUIT INSTALLED SHALL BE SCHEDULE 40 PVC. INSTALL PER CNB STD.-101-L AND STD.-105-L-A. 7. THE CONTRACTOR SHALL INSTALL ALL CONDUITS, COUPLINGS AND FITTINGS WITH A MINIMUM NUMBER OF BENDS AND IN SUCH A MANNER AS TO CONFORM TO THE STRUCTURES, AVOID OBSTRUCTIONS, KEEP OPENINGS AND PASSAGEWAYS CLEAR AND MEET ALL STRUCTURAL CODE REQUIREMENTS. THESE DRAWINGS ARE PRIMARILY DIAGRAMMATIC, AND DO NOT SHOW ALL SUCH REQUIRED BENDS, OFFSETS, FITTINGS, BOXES, ETC. 8. THE CONTRACTOR SHALL NOT BORE, NOTCH OR IN ANY WAY CUT INTO ANY STRUCTURAL MEMBER WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. 9. VERIFY EXISTING SITE CONDITIONS AND EXACT LOCATIONS OF SERVICE FACILITIES BEFORE SUBMITTING BID. CONTRACTOR SHALL VERIFY EXACT ROUTING AND CONNECTION TO EXISTING FACILITIES. 10. AT THE CONCLUSION OF THE WORK, THE CONTRACTOR SHALL DISPOSE OF ALL REMOVED MATERIAL AND DEBRIS OF FROM THE PREMISES. 11. CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXCAVATING, DRILLING, REMOVING, ETC. IN THE VICINITY OF SUBSTRUCTURES. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT PHONE NUMBER 811, FIVE WORKING DAYS PRIOR TO START. 12. CONTRACTOR SHALL VERIFY ALL EXISTING CIRCUITS AT EXISTING SERVICE PEDESTAL AND UPDATE CIRCUIT DIRECTORY ACCORDINGLY. 13 . MANUFACTURER'S WARRANTY SHALL BE TURNED OVER TO THE CITY WITH START DATE OF SUBSTANTIAL COMPLETION DATE. Em D 0 0 LEGEND: EXISTING PANEL BOARD PULLBOX LIGHTING FIXTURE, ADJACENT LETTER INDICATES FIXTURE TYPE REFERENCE NOTE CALLOUT CONDUIT BELOW GRADE EXISTING CONDUIT EXISTING PARKING LOT TWIN LUMINAIRE STANDARD TO BE REMOVED AND REPLACED WITH TYPE B LUMINAIRE IRRIGATION CONTROLLER. VERIFY EXACT LOCATION WITH LANDSCAPE ARCHITECT TYPE A B NOTE: FIXTURE SCHEDULE DESCRIPTION VOLTAGE LAMP STERNBERG LIGHTING 6590SRLED VICTORIAN GAS LIGHT 1 FIXTURE WITH INTEGRAL PHOTO CELL ON 8'-5.5" ALUMINUM FLUTED POLE. MODEL# 240 LED/2700K 6590ASRLED/PT/3907'11 "FP4I4A 1 R27T4-MDL03/PEC/FHCL COLOR AND FINISH TO MATCH EXISTING LIDO STANDARDS STERNBERG LIGHTING 6590SRLED VICTORIAN GAS LIGHT 1 FIXTURE WITH INTEGRAL PHOTO CELL ON 8'-5.5" ALUMINUM FLUTED POLE. MODEL# 240 LED/2700K 6590ASRLED/PT/3907'11 "FP4I4A 1 R27T5-MDL03/PEC/FHCL COLOR AND FINISH TO MATCH EXISTING LIDO STANDARDS NOTE SEE SHEET C-2 FOR FOUNDATION DETAIL SEE CNB STD-200-L AND SHEET C-2 FOR FOUNDATION SUPPLY ALL MOUNTING ACCESSORIES, FOUNDATIONS PER CITY OF NEWPORT BEACH STANDARDS, LAMPS, CONTROLS, CONDUIT, WIRING, BOXES, ETC. FOR A COMPLETE LIGHTING SYSTEM. ELECTRICAL ABBREVIATIONS PLAN NOTES: (SEE SHEET E-2 AND E-3) A BLDG C CEC CIR,CKT C.O. CONG CONT DIST, DISTR DWG EA EQUIP EXIST, (E) G,GND,GRD FC JB,J-BOX LLF MAX MIN MISC (N) NEC NEMA NTS SPEC TYP UG, U/G UL UON WP 1P AMP BUILDING CONDUIT CALIFORNIA ELECTRICAL CODE CIRCUIT CONDUIT ONLY CONCRETE CONTINUATION DISTRIBUTION DRAWING EACH EQUIPMENT EXISTING GROUND (ED) (ING) FOOT CANDLE JUNCTION BOX LIGHT LOSS FACTOR MAXIMUM MINIMUM MISCELLANEOUS NEW NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NOTTO SCALE SPECIFICATION (S) TYPICAL UNDERGROUND UNDERWRITERS LABORATORIES UNLESS OTHERWISE NOTED WEATHERPROOF SINGLE POLE / I I i I I 0 0 0 0 0 0 0 0 0 @ e EXISTING 1¼"C-2#8, 1#8 GND. (LIGHTING) WITH NEW 2#8 (IRRIGATION CONTROL) BACK TO EXISTING STREET LIGHTING SERVICE PEDESTAL ON VIA OPORTO (APPROX. 1,400'). PROVIDE 15A, IP CIRCUIT BREAKER IN SERVICE PEDESTAL FOR IRRIGATION CONTROLLER. WHEN INSTALLING NEW CONDUCTORS FOR IRRIGATION CONTROL, REMOVE AND REPLACE EXISTING #8 STREET LIGHTING CONDUCTORS WHERE NECESSARY. EXISTING STREET LIGHTING PULLBOX, TO BE REPLACED WITH CNB STANDARD 240-L PRECAST CONCRETE PULLBOX WITH CONCRETE TRAFFIC COVER. INTERCEPT EXISTING 2#8, 1#8 GROUND (LIGHTING CIRCUIT) AND EXTEND TO PLAZA LIGHTS (SEE NOTE 5). REMOVE EXISTING PARKING LOT LUMINAIRE AND FOUNDATION AND REPLACE WITH TYPE B LUMINAIRE AND FOUNDATION. RECONNECT TO EXISTING LIGHTING CIRCUIT. EXISTING 1¼ "C. INSTALL 2#8 (LIGHTING) 2#8 (IRRIGATION CONTROL) AND 1#8 GROUND FOR CIRCUIT EXTENSION TO PLAZA LIGHTS, AND CONNECTION TO IRRIGATION CONTROLLER. 1¼ "C-2#8 (PLAZA LIGHTING), 2#8 (IRRIGATION CONTROL), 1#8 GROUND. 1¼"C-2#8, 1#8 GROUND (IRRIGATION CONTROL). CONNECT IRRIGATION CONTROLLER. SEE DETAIL F, SHEET IR-2 FOR INFORMATION. 1¼"C-2#8, 1#8 GROUND (PLAZA LIGHTING). STUB OUT AND CAP 1¼"C.O. SPARE BELOW PLAZA DECK (FOR FUTURE DOCK LIGHTING). CNB STANDARD 204-L PRECAST CONCRETE PULLBOX WITH CONCRETE TRAFFIC COVER. C-8197-2 1---+----+--------------+------1,~RofEs5,9~ CENTRAL AVENUE PLAZA REVITALIZATION ~'il-W. Sp-1. <4 1---t-----t------------------+----J/i c., " % 'S- <3 ,J E100 ~ GENERAL NOTES, LEGEND, ABBREVIATIONS ~ /4:; 'A. JJ_ lttj AND FIXTURE SCHEDULE //'t-.D:-::E::::-SIG::::-N-:=ED::-:--.::D-::-RA-:--:-W-:-:N-: ---+-----__:. __ ..:...::..._:_..:..:....:....:..__-=--:.....:.==----=---=-=-=---=--=,=--P-5-2_4_3_S--l J';: <lfCTR\C,1-\, ~~ GAM ECP CITY OF NEWPORT BEACH - - APPROVED '1tt or CA\..I~~ CHECKED DATE: PUBLIC WORKS DEPARTMENT SHEET E-1 OF 24 TWS 08/25/17 NO. DATE DESCRIPTION OF REVISIONS , • • E Q_ " N " '-.,-, N '--OC) 0 I N ~ w (/) ;;,, D N D a: II) ::, C ~ <( D ~ ~ C II) u Ol _y 00 D f-/ C D :;:; D E ~ -2 C -I C "" 'iii II) 0 I / D u I C 0 .c u D " [D t'. D Q_ ~ " z If f j f I j i I I I • i i , I i I / / I I I ! ! I / ! I I I I I / I j ' I ! ·,.J !· ' " I I I ! / / / / ! ! I / ! / I / I I I I I I ; I : I I I Existing Public Parking Lot I v." ;+C.D . i I / --------~,c----------------=------~----------------------------------------------~--~-----------------------------------------------------~ L FLOATING DOCK MATCH LINE SEE E-3 PLAZA LIGHnNG PLAN Scale 1/4"=1 '-0" (SEE E-1 FOR PLAN NOTES) Ft!v/5f(ED 41: // Ji,, GMC En:;iin,. ,ring Inc. 1401 Warne .... v,, ,1e, su•t~ Tustir :;1 2780 XP. 0 30- f i i l I ' f 1 I I ! f I . C-8197-2 CENTRAL AVENUE PLAZA REVITALIZATION PLAZA LIGHTING PLAN E".f,60 ,p,.A- 1 ~ A c.'.fCTR\ DESIGNED GAM DRAWN: ECP CITY OF NEWPORT BEACH P-5243-S :L ______________________________________________________________________ __L_N_o_. _1__o_A_TE _ _j_o_E_sc_R_1P_T1_0N_o_F _RE_v_1s_1o_Ns __________ _j_A_P_PR_o_v_rn_1_ _ _:::::::;;;:=::::;;2:::_ _ _J__cH_E_cK_E_□:___.::Tw~scLoA_T_E:~08'!.L!c;25:cl.!.17!.L ____ P_U_B_L_lc_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ _j_s_H_EE_T..:E=.-....:2=--oF_2::....:4~ L " -~ □ L CL .,, " J> E □ 0 If) a, r---,:::_ -rr, '-. CX) 0 en " -,:, C □ CL O' C ';::; .c c,, ::J I rr, w / w .:a VJ o._ / □ N □ a: " ::, C " > <( □ L ~ C " u a, L " -,:, L 0 _y OJ □ >-/ C: □ :;:, □ E L 0 -C: -I C: ·"' OJ QJ 0 I ,-.. / 0 u I C 0 .c u 0 ~ " m ~ -. L .•• 0 CL " QJ z 0 CX) CX) ~ o._ i • I I I i / i I f i / I I / f I I ! .J TOTAL NEW CONNECTED LIGHTING LOAD AT CIRCUIT H = 13A @240V 10 TOTAL VOLTAGE DROP AT CIRCUIT H = 3.68% TOTAL VOLTAGE DROP AT IRRIGATION CONTROLLER = 2.5% / / I I / / I I I ! f / f I I I f / / / I / I I 0 I I ! / . I I / 1· f • / i,U I , 0-1-/ ' J f f / I / t.u \ \ I / / I / / f j I I MATCH LINE -SEE E-2 ---------.. ~,--- " --------\.\ • I ,.,.,~,,-, ,/ / \ \ PARKING LOT L/GHnNG PLAN Scale 1/4"=1 '-0" (SEE E-1 FOR PLAN NOTES} ------~,_-. , Ir---....._ ---..,,,, . ...__ I I ------------------------- -~ ""'-..... _ ~,-~•-,..,.,~---. -·"'•· / I I I I i j • i I I I I I ----.._"--· i -..........._,.,.__ I ...._ ___ __ I ! I I ~'-··-\ '--..., \ "·-.,.,,...., \ --..... ,.,. \,'\ --..... ,, \ -............. . '"' \ ., \ ..... _ ..... \\\ ............................. ... \ \ ' \\\ f I I I / ! I / I I \ '\ • / / ! I I I ! : I / I ! / / / I I ~, ''-'.,...._ ---... I ! f ! I / / I I I / f f I / I / ; ! I I I ! ;· j I I ! I f I / / / • ! I ! I / I f f ! f / j I f I I / I I / f / / / I I / GMC Er.. 01 warn,. Tustil . . ·ing Inc. .1e, su· 2780 ------, ---1""' . / / I I I C-8197-2 CENTRAL AVENUE PLAZA REVITALIZATION W. SP-1, l--+----+-------------------t----ll''--1'✓~1:';j.a,. _ __,,...v, A ~~~ NO. DATE DESCRIPTION OF REVISION S APPROVED DESIGNED: DRAWN: GAM ECP CHECKED: DATE: TWS 08 25 17 PARKING LOT LIGHTING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5243-S SHEET E-30F 24 3/4" 3/4" \ ................. ✓ Ii 5' 7.2 ! cs I 1 " • ___ -:,_ ~-~~---- 3.o I I i I 6"' II . I / / ., 3.0 C ,b 1 " INSTALL SLEEVE AND LATERAL LINE PIPE WITHIN THE CROSS WALK AREA. COORDINATE THE PIPE INSTALLATION WITH THE THE PAVING CONTRACTOR. / ' \ \. 3/4" 3 L A N D s 2152 Dupont Drive • 3/4 3/4" 3/4" 3/4" 3/4" --3/4" __ .. _ = --------..... ------3/4" Robert .& 10/2/2017 PAVING, ADD TREE I GRATE Claf1ec;raves P E !tJC. A R C A C H I T E C T s i i i ! I 1 __ 3/4" IRRIGATION LE GEND (C entral Plaza): SYMBOL: (0 "' ) 'I -.;, :u, "' 3 liil i '1 • [~ ♦ ~ ~ IZlZI MANUFACTURER· TORO TORO TORO TORO TORO TORO GRISWOLD RAINBIRD FEBCO GRISWOLD DATA INDUSTRIAL SITE-1 GREEN TECH APPROVED APPROVED APPROVED MODEL NUMBER; 570Z-570MPR+90 570Z-570MPR+180 570Z-570MPR+360 570Z-570MPR+SS 570 FLOOD BUBBLER 570 FLOOD BUBBLER DW SERIES 33DLRC 825YA-3/4" 2230MP 1" DESCRIPTION: RAD.: P.S.I.: G.P.M.: POP-UP SPRAY HEAD 3'-5' 30~"-0.09 POP-UP SPRAY HEAD 3'-5' 30 0.18. ~ ' POP-UP SPRAY HEAD 3'-5' 30 0.35 POP-UP SPRAY HEAD 3'~5' 4X30 0.50 BUBBLER ON RISER 2' 30 0,25 ON RISER IN TREE WELL 2' 30 0.25 1" ELECTRIC REMOTE CONTROL VALVE QUICK COUPLING VALVE 3/4" RPP TYPE BACKFLOW PREVENTION DEVICE INSIDE A STRONG BOX SBBC-22SS VANDAL RESISTANT ENCLOSURE NORMALLY CLOSED MASTER VALVE FLOW SENSOR SA6-RM4-6/PMR-CAC/RDM/FSA-100B CONTROLLER ASSEMBLY IRRIGATION WIRE CONDUIT (SEE NOTES FOR SIZE) IRRIGATION SLEEVE (SEE Nq TES FOR SIZE) LATERAL LINE PIPE (SIZE AS NOTED) DETAIL: A A A A B C D E F G H I & 11 J J --APPROVED PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 POTABLE SOURCE PRESSURE SUPPLY LINE J & K J & K FOR 1 112" DIAMETER AND SMALLER • CONTROLLER VALVE CALL-OUT _j_ GALLONS PER MINUTE / 0 ' 0 CONTROLLER STATION NUMBER ' 0 / T CONTROL VALVE SIZE IRRIGATION CONSTRUCTION NOTES: 0 0 ffi 3/4" / POINT OF CONNECTION. THE CONTRACTOR SHALL LOCATE THE EXISTING BACKFLOW PREVENTION DEVICE IN THE FIELD. THE CONTRACTOR SHALL REMOVE THE EXISTING BACKFLOW AND INSTALL THE NEW BACKFLOW ASSEMBLY IN THE LOCATION APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL TURN THE OLD BACKFLOW OVER TO THE CITY OF NEWPORT BEACH. HE SHALL MAKE A TIE-IN TO THE STUB-OUT FROM THE EXISTING BACKFLOW AND RUN A 1" COPPER TYPE 'K' MAIN LINE PIPE TO THE PROPOSED BACKFLOW LO CATION AS NOTED ON TH E DRAWINGS (LOCATE THE BACKFLOW NEXT TO THE CONTROLLER). INSTALL A 1" PVC SCH. 40 MAIN LINE PIPE FROM THE BACKFLOW TO THE REMOTE CONTROL VALVE LOCATION AS NOTED ON THE DRAWIN GS, ANY DEVIATIONS SHALL BE NOTED ON THE AS-BUILT/RECORD DRAWINGS. PROVIDE ALL REQUIRED FITTINGS TO COMPLETE THE CONNECTION TASK. THE SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM FLOW OF 7.2 GPM AT A MINIMUM OPERATING PRESSURE OF 60 PSI. NOTE: THE EXISTING WATER METER IS LOCATED ON THE SOUTH SIDE OF THE PARKING LOT. VERIFY THE EXACT LOCATION AND SIZE IN THE FIELD. PROVIDE AND INSTALL A SITE-1 GREEN TECH MODEL SA6-RM4-6/PMR-CAC/RDM/FSA-100B CONTROLLER ASSEMBLY. FINAL LOCATION AND ORIENTATION OF THE CONTROLLER ASSEMBLY SHALL BE DETERMINED BY THE ENGINEER. 12DVAC POWER FOR THE CONTROLLER ASSEMBLY SHALL BE EXTENDED FROM THE EXISTING LOCATION. PROVIDE j" SCH . 80 ELECTRICAL CONDUIT TO RUN THE 120VAC WIRE TO THE CONTROLLER AND MAKE THE FI NAL HOOK-UP. THE CONTRACTOR SHALL CONNECT THE LOW VOLTAGE CONTROL WIRES TO THE CONTROLLER TERMINAL STRIP IN THE SEQUENCE AS NOTED ON THE DRAWINGS, ANY DEVIATIONS SHALL BE NOTED ON THE AS-BUILTiRECORD DRAWINGS. FOR CONTINUATION OF LATERAL LIN E PIPE, REFER TO PARKING ISLAND IRRIGATION DRAWING SHEET IR-1.1 FOR CONTIN UATION OF LATERAL LIN E PIPE, REFER TO THE PLAZA IRRIGATION DRAWING SHEET IR-1 = 3/4" 3/4" " I • i I ! j i i ! ! j , • I I I 3/4" 3/4" 3/4" 3/4" • 3/4 3/4" 3 :~;:-;;, :~ /! //i i . c;~i;;f •• ti rf>o,< ·rlif ·-_.,. -7· f)i _;,-..,,. '/ ,: . •• :; -' ". ....... -. . -. . . . . . . . ,../ . I . , . I I r I ! I I ; ! / I / O' / I / f 2 I I / 4' 8' SCALE : 114" = 1 '-0" I I ' 16' C-8197-2 CENTRAL AVENUE PLAZA REVITALIZATION "-;ftK ~ ·C IRRIGATION PLAN <CJ SIGNATURE "' W-'.'!1~17 DESIGNEDkG fs DRAWN: fs CITY OF NEWPORT BEACH P-5_243-S ENEWAL DA (J~-2f)-'1! DATE L ______________________________________________________________ L_"'".:._j_=::___l_':=~::::::_:__:~=::.___ ________ j_"'_'_"_".:..:::'._L ~::S~~:-:___ _ _i_cH_E_cK_ED_,_BILDA_T_IE:~11_L1_L ___ ~P---U--=B--=L~IC wo_R_K_S_D_E_P_A_R_T_M_E_N_T ___ _._sH_EE_T_l!3_-1_o_F~j_j RG 08 31 17 _ Emall: rcg .asla@sbcglobal.net Suite 255 Irvine, California 92612 Tel. (949) 955-1424 OF C ~\.\\ NO. DATE DESCRIPTION OF REVIS IONS APPROVED """""'",,,,,,,,_,_,,..,,,,,.,.,.__..,. ___ ----------~,,,,----V.V;\W~-••••~,l ""-'""":----- ,=-.-=:::::.~•"'•' ::~•,:;;.= ~ -s-•-m,:::z=;;,,,,.,~•,:;c;._ --------•~·•·····)5··::., • ·,, ----, i ! I / I ! I I I -I // !_j ,,_ ;-.... I ' I .... ..., f ) f I I I I / / I I I / I f I I f f i I / / / fq;"%(! I I I i I ! I / f I ! I I ,· I I f I j f I f I I I \ ! / I I j • } I ! J' ' ! I 1'i/J t fffJ/f !Ji [!u''iJ {, ! i I 11 I 1 1, , 11 l j ! /1 , , -~-!-J-f i , ' ! i ! f I', ' ! i i ' ' I l f ; I JI I ; 11 -----.. .. _ ·'r'''', 1.p.1,1, .1 .. 1,,,1 -I ' fJ,l j ,'!{.' )/! j ii / ''--...__ ., , ' _,_u.J.....iJ,.uJ>/ ,J;! j '/1 I .-"'--·. . • -_ ·1 _-,_~'1---'_ 1,,, ,, ,/1 • I-'--.....__ • . .• , ., I · •• --· ',-. ------~ /' • \' /. • '. • • ·-1--: -· \ i --- !. / NOTE _/ fORIRRIGATION WORK IN PLAZA AREA, SEE SHC:ET #JR-1 . ·,. \ \ \ I / :-1· ... / ! / 10/2/2017 f ' J ! j; ' ' ' fjf i/f}t )lff , . ;j ,,!!if/1//!1/!! ! 'I! f' / / iJ I'; i; f • • •• ~~ / ' ! ' . I ' • I ' I I / I / / <..,, / , • ......._/ / / ! ! I ; I / (),;-1.¼4-: !>r,;)( ..... I I \ / PAVING, ADD TREE I GRATE I IRRIGATION • a'l,f1obert tw'lecraves L A N D s C A p E Inc. A R C H I T E C T s l-----+-------f-------------------------1------1 2152 Dupont Drive Suite 255 Ema It rcg.asla@sbcglobal.net t---+------f-------------------------1-----1 Irvine, Galitornis 92612 Tel (949) 955•1424 NO DATE DESCRIP TION OF REVISIONS APPROVED IRRIGATION LEGEND (Central Plaza): SYMBOL: .-,,. ~ ., iiil • ♦ ~ " MANUFACTURER, TORO TORO TORO TORO TORO TORO GRISWOLD RAINBIRD MODEL NUMBER; 570Z-570MPR+90 570Z-570MPR+180 570Z-570MPR+360 570Z-570MPR+SS 570 FLOOD BUBBLER 570 FLOOD BUBBLER OW SERIES 33DLRC DESCRIPTION. RAD.: P.S.l.1 G.P.M.: DETAIL: POP-UP SPRAY HEAD 3'-5' 30 0.09 A POP-UP SPRAY HEAD 3'-5' 30 0.18 A POP-UP SPRAY HEAD 3"-5' 30 0.35 A POP-UP SPRAY HEAD 3'-5' 4X30 0.50 A BUBBLER ON RISER 2' 30 0.25 B ON RISER IN TREE WELL 2' 30 0.25 C 1" ELECTRIC REMOTE CON TROL VALVE D QUICK COUPLING VALVE E [2I2I FEBCO 825YA-314" 314" RPP TYPE BACKFLOW PREVENTION DEVICE INSIDE F A STRONG BOX SBBC-22SS VANDAL RESISTANT ENCLOSU RE ~ GRISWOLD 2230MP NORMALLY CLOSED MASTER VALVE G ® DA TA INDUSTRIAL 1" FLOW SENSOR H SITE-1 GREEN TECH SA6-RM4-6/PMR-CAC/RDMIFSA-100B CONTROLLER ASSEMBLY -0--0-0 -u -APPROVED PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 IRRIGATION WIRE CONDUIT (SEE NOTES FOR SIZE) IRRIGATION SLEEVE (SEE NOTES FOR SIZEi LATERAL LINE PIPE (SIZE AS NOTED) I & 11 J -w --w -APPROVED J J&K J&K APPROVED - - -APPROVED POTABLE SOURCE PRESSURE SUPPLY LINE FOR 1 1/2" DIAMETER AND SMALLER • CONTROLLER VALVE CALL-OUT ..L GALLONS PER MINUTE / 0 ' 0 I CONTROLLER STATION NUMBER I ,O/ T CONTROL VALVE SIZE IRRIGATION CONSTRUCTION NOTES: 0 0 ffi 1Zl-31--'U RENEWAL DAT£ J'/' C◊-.?.!'·F ,fl'f DAT£ POINT OF CONNECTION . THE CONTRACTOR SHALL LOCATE TH E EXISTING BACKFLOW PREVENTION DEVICE IN THE FIELD. THE CONTRACTOH SHALL REMOVE THE EXISTING BACKFLOW AND INSTALL THE NEW BACKFLOW ASSEMBLY IN TH E LOCATION APPROVED BY TH E EN GINEER. THE CONTRACTOR SHALL TURN THE OLD BACKFLOW OVER TO THE CITY OF NEWPORT BEACH . HE SHALL MAKE A TIE-IN TO THE STUB-OUT FROM THE EXISTING BACKFLOW AND RUN A 1" COPPER TYPE 'K' MAIN LINE PIPE TO THE PROPOSED BACKFLOW LOCATION AS NOTED ON THE DRAWINGS (LOCATE THE BACKFLOW NEXT TO THE CONTROLLER). INSTALL A 1" PVC SCH . 40 MAIN LINE PIPE FROM THE BACKFLOW TO THE REMOTE CONTROL VALVE LOCATION AS NOTED ON THE DRAWINGS, ANY DEVIATIONS SHALL BE NOTED ON THE AS -BUILT/RECORD DRAWINGS. PROVIDE ALL REQUIRED FITTINGS TO COMPLETE THE CONNECTION TASK. THE SYSTEM HAS BEEN DES IGNED FOR A MAXIMUM FLOW OF 7.2 GPM AT A MIN IMUM OPERATING PRESSURE OF 60 PSI. NOTE: THE EXISTING WATER METER IS LOCATED ON THE SOUTH SIDE OF THE PARKING LOT. VERIFY THE EXACT LOCATION AND SIZE IN THE FIELD. PROVIDE AND INSTALL A SITE-1 GREEN TECH MODEL SA6-RM4-6/PMR-CACIRDM/FSA-100B CONTROLLER ASS EMBLY. FINAL LOCATION AND ORIENTATION OF THE CONTROLLER ASSEMBLY SHALL BE DETERMINED BY THE ENGINEER. 120VAC POWER FOR THE CONTROLLER ASSEMBLY SHALL BE EXTENDED FROM THE EXISTING LOCATION. PROVIDE ¾" SCH . 80 ELECTRICAL CONDUIT TO RUN THE 120VAC WIRE TO THE CONTROLLER AND MAKE THE FINAL HOOK-UP. THE CONTRACTOR SHALL CONNECT THE LOW VOLTAGE CONTROL WIRES TO THE CONTROLLER TEHMINAL STRIP IN THE SEQUENCE AS NOTED ON THE DRAWINGS , ANY DEVIATIONS SHALL BE NOTED ON THE AS-BUILT/RECORD DRAWIN GS. FOR CONTINUATION OF LATERAL LINE PIPE, REFER TO PARKING ISLAND IRRIGATION DRAWING SHEET IR-1.1 FOR CONTINUATION OF LATERAL LINE PIPE, REFER TO THE PLAZA IRRIGATION DRAWING SHEET IR-1 DESIGNED: DRAWN: RG fs fs CHECKED: DA 'IE: RG 08 31 17 O' 8' 16' f ~iw~ I ;;Jw«4¥±£:, SCALE : 1 /8" = 1 '-0" C-8197-2 CENTRAL AVENUE PLAZA REVITALIZATION IRRIGATION PLAN -PARKING IS LAND CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5243-3 SH EET IR-1.' -j F 24 • •