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HomeMy WebLinkAboutDWG 481-2L; SDP 13-04; BEACHWALK AT JUNIPER; 01-09CHESTNUT-';-- AVE. CHERRY AVE. PACIFIC OCEAN JUNIPER A VE. / HEMLOCK AVE. AS-BUILT NOTE VICINITY MAP NOTTO SCALE THOMAS BROTHERS: 13-F5, I 106-E6 FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. TREE REMOVAL NOTE PRIOR TO REMOVAL OF ANY TREES WITHIN THE PUBLIC RIGHT-OF-WAY, THE DEVELOPER SHALL OBTAIN ANY NECESSARY APPROVALS FROM THE PARKS MAINTENANCE DIVISION OF THE PARKS AND RECREATION DEPARTMENT. DISTURBED AREA NOTE ALL GRADED, DISTURBED OR ERODED AREAS THAT WILL NOT BE PERMANENTLY PAVED OR COVERED BY STHUCTURES SHALL BE PERMANENTLY RE-VEGETATED AND IRRIGATED AS SHOWN IN TABLE 142-04F AND IN ACCORDANCE WITH THE STANDARDS IN THE LAND DEVELOPMENT !1JANUAL (142.0411 (A)). MAINTENANCE RESPONSIBILITY ALL REQUIRED LANDSCAPE AREAS SHALL BE MAINTAINED BY THE OWNER. THE LANDSCAPE AREAS SHALL BE MAINTAINED IN A FREE OF DEBRIS AND LITTER A~ID ALL PLANT MATERIAL SHALL BE MAl~fTAINED IN A HEALTHY GROWING CONDITION. DISEASED OR DEAD PLANT MATERIAL SHALL BE SATISFACTORILYTREAIED OR REPLACED PER THE CONDITIONS OF THIS PERMIT. PLANT MATERIAL NEAR SEWER LINES NO TREE OR SHRUB EXCEEDING 3' IN HEIGHT SHALL BE PLAmED WITHIN 11Y OF ANY PUBLIC SEWER FACILITIES. UTILITY SCREENING ALL WATER, SEWER, AND GAS UTILITIES SHALL BE EFFECTIVELY SCREENED WITH PLANT MATERIAL AT THE TIME OF PLANT INSTALLATION. MULCHING NOTE ALL REQUIRED PLANTING AREAS SHALL BE COVERED WITH MULCH TO A MINIMUM DEPTH OF 3 INCHES. ALL EXPOSED SOIL AREAS WITHOUT VEGETATION SHALL ALSO BE MULCHED TO THIS MINIMUM DEPTH. PUBLIC RIGHT OF WAY ANY EXISTING CONCRETE STAMPS ON EXISTING R.O.W. CONCRETE SHALL BE PRESERVED IN PLACE. GENERAL NOTE ALL LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE STANDARDS OF THE CITY-WIDE LANDSCAPE REGULATIONS AND THE LANDSCAPE TECHNICAL MANUAL AND ALL OTHER LANDSCAPE RELATED CITY AND REGIONAL STANDARDS. BEA Cf/J1/ALK AT ,JIJ/\1/PEFI J69 JUMPER AVE .,_ . .....,.. -------.--. ---- ~I i I . .. i Mi H 11 I _)\_ I . i I 11 II < ii •. ' I < I 11 ,1 n DI ~I /' 69 10 0 5 10 20 GRAPHIC SCALE 40 g? : I ! ! I 1-J-I: 9 1 INCH~ 10 FT. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DRAWING INDEX: S/-IEET TITLE SHEET NUMBER TITLE SHEET I /RR/GA T/ON PLANS, LEGEND 2 /RR/GA TION DETAILS, NOTES 3-5 PLANTING PLANS, LEGEND 6 PLANTING DETAILS 7 SPECIF/CATIONS 8-9 DECLARATION OF RESPONSIBLE CHARGE: I HEREBY D[CL,MiE THAT ! AM THE LICENSED DESIGNUi OF •I/OR!( FOFI n-11s P,?CJECT, Ti-IA T ! HA\/[ EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF T.'-i;S PROJECT AS DEFINED 1:\i SECTION 6703 OF TH[ BUSINESS AND PROFESSIONS CODE ANO ~:..1AT TH[ DESIGN !S CONS!SfENT WIT/-/ CURRENT STANDARDS. I UNDERSIAND THAT THE CHECK OF PF/OJ[CT ORA WINGS AND SPEC!FICA T/0/\/5 BY TH[ Cl TY CF CARLSBAD 15 CONFINED TO A RE'll[W ONLY Af\/0 DOES NOT F{EL![VE ME, AS THE LICENSED DESIGNER or:-1//0F?:<, OF MY RESPDNSIBIL/Tl[S FOR PRO.JECT DESIGN. THESE PLANS HA 1/E BfEN P.REPAREO IN SUBSTANTIAL CONFORMANCE 'MTH TH[ APPROVED LANDSCAPE CONCEPT PLAN, 'NATER CONSERI/A TJON PLAN, FIRE PFIOTECTiON PLA•\·, AND ALc CONDIT!ONS OF APPROVAL RELA ffD TO LANDSCAPING. 8'(: DA 1/10 MCC/JLLOIJGH, RLA I t PHONE NO. ( 619 ) ~2~9~6~-~J~1~5=0 _____ _ R[GISTFiA flON NO: __ 4~0_48~--EXP/RAT/ON DA TE: _:_!.:::2_-_:::3_1_-_14-'-------- \VATEH EFFICIENT LANDSCAPE DECLARATION: I AM FAM/UAR WITH TH[ REQUIREMENTS FOR LANDSCAPE AND IF/fl/GA TION PLMiS CONTAIN[O IN TH[ CITY or CAF~LSBAO'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE R[GULATIONS. I HAVE Pf?[P/.lREO FrlS .PLAN !N COMPLIANCE W1TH THOS[ REGULATIONS ANO TH[ LANDSCAPE MANUAL. I CERTIFY THAT TH[ PLAN 1MPL[M[NTS fr/OS[ r?[G~/JU T/ON, TO P,?01//0c EFFICIENT USE OF WA TUI. ,. L ........ BY: - PHON[ NO: ( 619 ) 296-~J"-'-1,..5~0c..._ ____ _ r?[GISTRA TION NO: 4048 EXP/RATION DA TE: _._1.<c2_-_,,3c:_1_-c:_14~. ____ _ BACKFLOW PREVENTER TESTING: ALL IF/RIGA T!ON BACKFLOW P,?EI/ENTERS SHALL BE TES TEO B'I A CERTFIEO T[S :fR ANO ,RE.SUL TS MUST BE GIVEN ID THE CiT'I ANO Ti-I[ CARLSBAD MUNICIPAL WATER DISTRICT. PIP[ BENIEEN THE. M[TE,R ANO BACKFLOW PREVENTER SHALL Bf "SCHEDULE K HARO COPPER". APPr?O'IEO CONTRACT BACK.CLO'// T[SffRS CAN BE FOUND ON Ti-![ CITY W[B SITE /1 T: HTTP.· //WVIW CARL SBAOCA GOV/SERVICES/DEPARTIAEN TS/WA TE,?/OOCUME.NTS/fif.CYCLEO'I/A TERBACKFLOVITESTUIUSTPOF FO,? RECYCLED OR HTTP.· //W'IIW. CAF/LSBAOCA GOV /SEF/VICES/DEPARTM[N TS/WA TER/OOCUME.NTS/WA Tf.RBACKFLOWTE.STERUST.PDF .CO,'/ POTABLE OR CALL (760) 438-2722. INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF Tl-I[ PRQj[CT Si-lALL Bf P[RFO,?M[O BY TH[ LANOSCAP[ Ar?CH!T[CT er WORK, Of( /-/IS DESIGNATED AGENT RET[r'? TO THE SP[CWICA TIONS FOR fr/[ SCf-lEOUL[ OF REQUIRED INSP[CTJONS ANO R[QUIREO SUBMITTALS FOLLOWING COMPL[TION OF THE. WORK, THE LANDSCAPE Ar?CHITECT OF THE. 'I/ORK 'I/ILL CERTIFY /HAT THE INS TALLA F/0/\/ HAS B[[N COMPLETED BY SUBMITTING TH[ "ccra1.r:-1cA TiON or CCMPL[TION" FORM A F/£0/JEST FOR A FINAL LAN05CAPE INSPECTION BY THE CITY MUST ALSO BE MAO[ BY CALL!NC Ti-![ !NSP[CT!O:V REQUEST LINE. "CUITIF!CA TION OF COMPLETION" FORM FAX fO: (760) ]44-8943. I ANOSCAPF INSPFCT!ON flEOUEST PHONE LINE: f760) 602-4602. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR Si-lALL CONTACT THE DESIGNER OF WOR!< PRIOR TQ Bf.CINNIWJ LANOSCAPf. I/ORK ANO THE OES!G:'1ER OF WORK Sf-lALL REVIEW Ti-![ PF?OJ[CT UTILITY LOCA T!ONS AND R£i/1S£ PLANS ACCOROi'NGL '( TO FULLY SCREEN AL!... UT!UT![S FROM 'll[W ANO PROTECT ALL UTILIT/[S (ABOV[ & BELOW GRADE.) FROU INV~S!VE. PLANT GROIITH A\,D ROOTS "AS BUil T" foc-f,Z,tf'tt/£ ~'~re f,c-lt77ec~h•c-• APPROVED FOR IRRICiATION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. HCE___ EXP. ___ _ DATE 70316th Street, Suite 100 ID.La, Sf) San Diego, Ca.lifomia 92101 tel (619)296-3150 lax (619) 501-7725 v1ww.mlasd.com 04.01.14 3rd CD SUBMITTAL HEVISIONS 05.02.14 41h CD SUBMITTAL HEVISIONS 05.21.14 FINAL CD SUBMITTAL HEVIEWED BY: INSPECTOH DATE I SHiEET I CITY OF CARLSBAD I SH~ETS I PLANNING DIVISION TITLE SHEET FOH BEACHWALKAT JUNIPER f---l---t-----------+-----1---1---l---l I APPHOVED: /7;)_ l 4-12-\l~ _PLANNING DATE INJTJAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITJAL Cl fY APPROVAL DWN BY: ~C=L=S __ CHKD BY: DWM HVWDBY: PHOJECT NO. SDP i3-04 DHAWINGNO. 48i-2L 10 0 5 10 20 GRAPHIC SCALE 40 I I ---nar• I IR_RJC1\TION NOTE I I I 1 INCH= 10 FT. A. AN AUTOMATJC IRAIGAT!ON SYSTEM SHALL BE IMSTAUED TO PROVJDE COVERAGE FOR ALL PLAt'fflNG AREAS SHOWN ON THE PLAN. B. LOW VOLUME EQUIPMENT SHALL PROVIDE SUFFICIENT WATER FOR PL.A~IT GRO\VTH WITH A MINIMUM WATER LOSS DUE TO WATER RUN-OFF. LOW-VOLUME lRR!GATION WILL BE INSTALLED IN ALL PLA.NTING AREP..S WI [HIN 24" OF ANY IMPERMEABLE SURFACES . C. IRRIGATION SYSTEMS SHALL USE HIGH QUALllY, AUTOMATIC CONTROL I/ALVES, CONTROLLERS AND OTHER NECESSARY IRRIGATION EQUIPMENT. D. ALL COMPONEHfS SHALL BE OF NON-CORROSIVE MATERIAL. E. ALL DRIP SYSTEMS SHALL BE ADEQUATELY FILTERED AND REGULATED PER THE MANUFAGrURER'S RECOMMENDED DESIGN PARAMETERS. F. ALL IRRIGATION IMPROVEMENTS SHALL FOLLOW THE crrt OF CARLSBAD GUIDELINES AND WATER CONSERVATION ORDINANCE. IK.IZJC!\TION 1\S-BUILT NOTE IRRIGATION AS-BUILfS ARE REQUIRED TO BE SUBMITTED AS REQUIRED BY THE ENGINEERING AND PLANNING DIVISIONS. C:\.DRAWING FILES\TITLE SHEETS\CLS8-IP.DWG REVISED: 4/3/2012 I IRRIGATION SCHEDULE SEE DETAIL X, SHEET L-5 : FOR IRRIGATION BELOW : GRASSPAVE -),'4' SYMBOL SYMBOL 0 CID MANUFACTURER/MODEUDESCRIPTION TORO T-FCH-H-FIPT FLUSH VALVE, PLUMBED TO FLUSH MANIFOLD AT LOW POINT. TORO T-YD-500-34 DRIPLINE AIR RELIEF VALVE PLUMBED TO DRIP TUBING AT EACH HIGH POINT. AREA TO RECEIVE DRIPLINE TORO RGP-412 (12) SUB-SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE WITH ROOTGUARD TECHNOLOGY. 1.0GPH EMITTERS AT 12.0" O.C. DRIPLINE LATERALS SPACED AT 12.0" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. MANUFACTURER/MODEUDESCRIPTION RAIN BIRD PESB 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBER TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS. HUNTER HQ-33DLRC QUICK COUPLER VALVE, YELLOW LOCKING RUBBER COVER, RED BRASS AND STAINLESS STEEL, WITH 3/4" NPT INLET, 2-PIECE BODY. NIBCO T-113 CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEEL HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. SIZE RANGE -1/4" -3" HUNTER IBV 1" 1". 1-1/2", 2", AND 3" BRASS ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAUMUNICIPAL USE. NIBCO 4660S BALL VALVE SCH. 40 PVC BALL VALVE-LINE SIZE FEBCO 825Y 1" REDUCED PRESSURE BACKFLOW PREVENTER HUNTER XC-600 6 STATION CONTROLLER, RESIDENTIAL USE. PLASTIC CABINET, OUTDOOR, WITH 3 INDEPENDENT PROGRAMS. 120 VAC. HUNTER XC-600 6 STATION CONTROLLER, RESIDENTIAL USE. PLASTIC CABINET, OUTDOOR, WITH 3 INDEPENDENT PROGRAMS. 120 VAC. HUNTER MWS WEATHER STATION WITH RAIN SENSOR, WIND SENSOR, 120 VAC, 5 AMP. 5 YEAR WARRANTY. TORO DL2000 OPERATION INDICATOR WATER METER 5/8" NEW WATER METER #1 WATER METER 5/8" NEW WATER METER #1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40 PVC SCHEDULE 40 IRRIGATION PIPE. ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION MAINLINE: PVC SCHEDULE 40 PVC SCHEDULE 40 IRRIGATION PIPE. PIPE SLEEVE: PVC SCHEDULE 40 TWO TIMES THE SIZE OF THE LINE IT SERVES Valve Callout QTY 23 24 1,571 S.F. QTY 5 3 2 2 3 2 1 1 2 18 1 1 484.3 L.F. 238.3 L.F. 387.0 L.F. DETAIL V u N-T, W DETAIL H G L B A D D C w E E E ---------Valve Number ~ #------Valve Flow \ij Valve Size IRRIGATION NOTES ALL PRESSURE LINES SHALL BE TESTED FOR TWO HOURS UNDER HYDROSTATIC PRESSURE OF 1SO PSI AND BE PROVEN WATER TIGHT. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR TEST. THE SPRINKLER SYSTEM IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON fHE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT TO THE OWNER'S AUTHORIZED REPRESENTATIVE ANY D!FFERENCE BETWEEN THE WATER PRESSURE SHOWN ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCT/ON, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSlBILITY FOR ANY REVISIONS NECESSARY. THE FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESEt'-ITATIVE PRIOR TO INSTALLATION. 120 VOLT ELECTRICAL POWER AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE CONTROLLER IN ACCORDANCE WITH LOCAL ELECTRICAL CODE. THIS DESIGN !S DIAGRAMMATIC. ALL PIPING, VALi/ES, ETC. SHOWN WITHl~I PAVED AREAS, UNDER BUILDING/WALL FOUNDATIONS, ANO OUTSIDE OF THE PROJECT BOUNDARY ARE FOR PL.AM CLARIFICATION ONLY. INSTALL PIPING AND VALi/ES IN PLANTING AREAS 1/'/HERE POSSIBLE. AND LOCATE CONTROL AND QUICK COUPUNG VALVES 6" TO 12" AWAY FROM HARDSCAPE OR TURF AREA FOR EASY ACCESS. DO NOT WILL.FULLY INSTALL THE SPR!NKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN ff IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN SITE DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN FORESEEN AND CONSIDERED IN THE ENGINEERING. THE OWNER'S AUTHORIZED REPRESENTATIVE SHOULD BE INFORMED OF SUCH OBSTRUCTIONS AND DIFFERENCES, BUT IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN CONSTRUCTION DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS OF ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRA.DE DIFFERENCES, LOCATION OF 1/1/ALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL EXERCISE EXTREME CARE, AND BE RESPONSIBLE FOR ANY DAMAGE IN EXCAVATING AND WORKING NEAR UTILITIES. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE LOCATION OF UTILITIES AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, AND NEAR STRUCTURES. DRAINAGE OF WATER THROUGH SPRINKLER HEAD WILL NOT BE ALLOWED. SOME SPRINKLERS WILL REQUIRE THE INSTALLATION OF AN ANTI-DRAIN VALVE IN THE RISER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE AS REQUIRED AT ANY SPRINKLER SHOWlt'-lG SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED FROM AN ON TO OFF POSITION. INSTALLATION OF ANTI-DRAIN VALVES SHALL BE INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER. ALL PIPES ADJACENT TO SIDEWALKS, CURBS, AND OR AT TOP AND TOE OF SLOPES TO BE PVC BURIED AS PER THE DETAILS AND SPECIFICATIONS. CRITICAL ANALYSIS Generated: P.0.C. NUMBER:01 Water Source Information: FLOW AVAILABLE Water Meter Size: Flow Available: PRESSURE AVAILABLE Static Pressure at POC: Elevation Change: Service Line Size: Length of Service Line: Pressure Available: DESIGN ANALYSIS Maximum Multi-valve Flow: Flow Available at POC: Residual Flow Available: Critical Station: Design Pressure: Loss Etev. high head to valve: Pipe Loss Critical Head: Loss Fitting Factor: Loss throllgh Valve: Pressure Req. at Critical Station: Loss for Fittings: Loss for Main Line: Loss for POC to Valve Elevation: Loss for Backflow: Loss for Master Valve: Loss for Water Meter: Critical Station Pressure at POC: Pressure Available: Residual Pressure Available: 2014-03-21 11 :20 NEW WATER METER #1 5/8" 15.00 gpm 88.00 psi 1.00 ft 1" 10.00 ft 87.00 psi 15.00 gprn 15.00 gpm 0.00 gpm 2 25.00 psi 0.43 psi 2.34 psi 0.23 psi 1.72 psi 29.72 psi 0.01 psi 0.11 psi 0.43 psi 11.40psi 3.00 psi 8.30 psi 52.97 psi 87.00 psi 34.03 psi CRITICAL ANALYSIS Generated: P.0.C. NUMBER:01 Water Source Information: FLOW AVAILABLE Water Meter Size: Flow Available: PRESSURE AVAILABLE Static Pressure at POC: Elevation Change: Service Line Size: Length of Service Line: Pressure Available: DESIGN ANALYSIS Maximum Multi-valve Flow: Flow Available at POC: Residual Flow Available: Critical Station: Design Pressure: Loss Elev. high head to valve: Pipe Loss Critical Head: Loss Fitting Factor: Loss through Valve: Pressure Req. at Critical Station: Loss for Fittings: Loss for Main Line: Loss for POC to Valve Elevation: Loss for Backflow: Loss for Master Valve: Loss for Water Meter: Critical Station Pressure at POC: Pressure Available: Residual Pressure Available: 2014-03-2115:16 NEW WATER METER #2 5/8" 15.00 gpm 88.00 psi 1.00 ft 1" 10.00ft 87.00 psi 15.00 gprn 15.00 gprn 0.00 gprn 1 25.00 psi 0.43 psi 0.25 psi 0.03 psi 1.61 psi 27.32 psi 0.00 psi 0.02 psi 0.43 psi 11.80 psi 2.38 psi 8.30 psi 50.25 psi 87.00 psi 36.75 psi /kc,fa°..t'lt7£" ~~re 1«,;(¾c,C., .,.c,. 703 16th Street, Suite 100 mLa · SJ) San Diego, California 92101 tel (6'19)296-3150 lax (619) 50'1-7725 www.mlasd.com 'vVt\T[R. CONSElt V1\TION ST1\TEJ\t\ENT IN RECOGNlT!ON OF WATER AS A LIMITED RESOURCE IN SOUTHERN CALIFORNIA, THE FOLLOWING MEASURES WILL BE UNDERTAKEN TO REDUCE THIS PROJECT'S DEMAND ON THE CITY OF CARLSBAD'S AVAILABLE WAfER. SUPPLY: POTABLE WATER l, THE IRRIGATION SYSTEM WILL BE AUTOMATIC AND WILL INCORPORATE LOW VOLUME SPRAY EMITrERS AND CONVENTIONAL LOW ANGLE SPRAY HEADS. DRIP IRRIGATION SYSTEMS MAY BE EMPLOYED WHERE CONSIDERED TO BE EFFECTIVE AND FEASIBLE. IRRIGATION VALVES SHALL BE SEGREGATED TO ALLOW FOR THE SYSTEM OPEAATIOt-l IN RESPONSE TO ORIENTATION AND EXPOSURE. 3. PLANT MATERIAL WILL BE SPECIFIED IN CONSIDERATION OF NORTH, SOUTH, EAST, AND WEST EXPOSURES. 4. SOJL WILL BE AMENDED AND PREPARED TO PROV!DE HEALTHY PLANT GROWTH AND COVERAGE AND TO PROVIDE FOR MAXIMUM MOISTURE RETENTION AND PERCOLATION, PLANTER BEDS WIIJ... BE MULCHED TO RETAIN SOIL MOISTURE AND REDUCE EVAPOTRANSPIRATlml FROM THE ROOT ZONES. 5. AN IAHIGArlOt'-1 SYSTEM SHALL BE PROVIDED AS REQUIRED FOR THE PROPER IRRIGATION, DEVELOPMENT AND MAINTENANCE OF THE VEGETATION. THE DESlGN OF THE SYSTEM SHALL PROVIDE ADEQUATE SUPPORT OF THE VEGETATION SELECTED. ['OT !\BL[ W1\TElt USC M1\P THERE IS NO RECYCLED WATER BEING USED ON THIS PROJECT . • 'vV1\T[ft C1\LCUL1\TION NOTE TOTAL LANDSCAPE SQUARE FOOTAGE: 1758. WATER EFFlCIEt'-H LANDSCAPE ORDINANCE (\NELO) CALCULATIONS ARE NOT REOU!RED. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE____ EXP _____ _ REVIEWED BY: INSPECTOR DATE DATE 1-:::-.--:e-:-:--+--+-------------+---+---l----+---l I SH~ET I CITY OF CARLSBAD I SHE9ETS I 04.01.14 3rd CD SUBMITTAL REVISIONS PLANNING DIVISION 05.02.14 4th CD SUBMITTAL REVISIONS ~l;,RR"'l:,,G~AT~l~O;N=::P~LA=:=,=N~F~O~R=============:'....':.:===::: 05.21.14 FINAL CD SUBMITTAL BEACHWALK AT JUNIPER APPROVED: /•t---( \ 4-~l-0:if: 'o·Z'b.1--J- PLANNING DAfE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OWN BY: CL~ PROJECT NO. DRAWING NO. DATE IN!TIAL DATE !NITlA.L CHKD BY: DWM OTHEH APPROVAL Cl"rf APPROVAL RVWDBY: SOP 13-04 481-2L l-I I I C:\DHAWIMG FILESHITLE SHEETS1CLSE!-IP.DWG REVISED: 4/3/2012 SIDE VIEW LEGEND: 1. FINISH GRADEfTOP OF MULCH 2. VALVE BOX WITH COVER: RAIN BIRD VB-STD 3. REMOTE CONTROL VALVE: RAIN BIRD 150-PESB (INCLUDED IN XCZ-PRB-150-COM KIT) 4. IDTAG 5. WATERPROOF CONNECTION: RAIN BIRD DB SERIES 6. 30-INCH LINEAR LENGTH OF WIRE, COILED 7. PRESSURE REGULA TING QUICK CHECK BASKET FILTER: RAIN BIRD PRB-QKCHK-100 (INCLUDED IN XCZ-PRB-150-COM KIT) 8. PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 9. PVC SCH 40 ELL 10. PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 11. PVC SCH 40 TEE OR ELL 12. MAINLINE PIPE 13. 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 14. PVC SCH 80 NIPPLE, CLOSE (INCLUDED IN XCZ-PRB-150-COM KIT) 15. PVC SCH 40 TEE (INCLUDED IN XCZ-PRB-150-COM KIT) 16. PVC SCH 40 ELL (INCLUDED IN XCZ-PRB-150-COM KIT) 17. PVC SCH 40 FEMALE ADAPTOR 18. LATERAL PIPE DR.IP SYSTE1'v\ R.EJV\OTE CONTROL VAL VE FLOW 0----2 0 © 6 LEGEND: 1. RECTANGULAR PLASTIC VALVE BOX W/ BOLT DOWN LID. ONE VALVE PER BOX-NO EXCEPTIONS. INSTALL BOX AS SHOWN. 2. ROUTE OR BRAND EACH 1/AL\/E NO. INTO LIDS. 3. WATERPROOF SPLICE. 4. MASTER CONTROL VALVE 5. SCH. 80 PVC NIPPLE LENGTH AS REQUIRED. 6. COMMON BRICK -4 REQUIRED. 7. LOWER LATERAL LINE W/ SCH. 80 PVC 45 ELBOWS. 8. PEA GRAVEL -4" DEEP (NO SOIL IN VALVE BOX) 9. TO IRRIGATION CONTROLLER 1" PVC CONDUIT. 10. SCHEDULE 80 PVC THREADED FITTINGS (AS REQUIRED) 11. SEAL CUT-OUTS W/ POLYURETHANE FOAM. 12. FINISH GRADE 13. TRUE UNION CONNECTIONS 1\1\ASTER. V 1\L VE 18" MAX. LEGEND: 1. ROUND VALVE BOX 2. FINISH GRADE 3. GATE VALVE 4. PVC MALE ADAPTER-TYP. 5. RED BRICK-4 REQ. 6. PRESSURE MAINLINE PIPE 7. PEA GRAVEL 6" DEEP GATE VALVE N.T.S. I N.T.S. I N.T.S. PIPE 1 1 SLEEVE LEGEND: 1. EARTH SURFACE 2. LATERAL LINE 3· ~ 8fd-gci~~~blUfJll·B06rl?~Xv~G' 5. MAIN LINE 6. LliSl!'l~~ll,:/l~~fs (TAPE TO MAIN 7. DETECTABLE WARNING TAPE D LEGEND: 1. PAVING 2. BASE MATERIAL 3. EARTH SURFACE 4. SAND BACKFILL 5. SLEEVED LATERAL PIPE 6. SLEEVE MAIN LINE 7. CONTROL WIRES USE PVC ELEC. SLEEVES UNDER PAVING 8. DETECTABLE WARNING TAPE PIPE/SLEEVE INST1\LL;\TION 1 0 4 P-:::::::::1===== 6 LEGEND: 1. STRIP WIRES APPROX. 5/8" FROM END 2. SLIP BASE SOCKET OVER END OF WIRES 3. APPLY SEALER TO OUTSIDE OF SEALING PLUG FILL CAVITY WITH SEALER 4. PUT CRIMP SLEEVE OVER WIRE ENDS 5. PULL BASE SOCKET OVER END AS FAR AS POSSIBLE 6. PUSH SEALING PLUG INTO BASE SOCKET 7. PUSH WIRES TO END OF BASE SOCKET 8. RAIN BIRD SNAP-TITE WIRE CONNECTOR 'vVIR .. E CONNECTION 6" MIN 1 12" M 1" MIN 2"MAX . ··:~~!a 4 . '. 8 SIDE 1/IEW LEGEND: 1. ROUND VALVE BOX 6 2. FINISH GRADE 3. QUICK COUPLING VALVE. 4. 3/4" CRUSHED ROCK. 6" DEPTH MIN. 5. SCH 80 PVC NIPPLE (LENGTH AS REQUIREDJ10P VIEW 6. P\/C 90 DEG. STREET ELL. SCH. 80 7. MAIN LINE PIPING. 8. MAIN LINE FITTING. 9. SCH 80 PVC NIPPLE -6" MIN. LENGTH 10. 90 DEG. ELL SCH. 80 TX T 11. STAINLESS STEEL COMPRESS/ON CLAMP. 2 REQUIRED. 12. #4 x 24" MIN. REBAR STAKE. SECURE AT QUICK COUPLER & NIPPLE RISER. 13. CURB OR WALK cl QUICK COLIPLElt 5 I N.T.S. N.T.S. I N.T.S. cl ol LEGEND: 1 MODEL MWS-FR OPTIMUM MOUNTING HEIGHT 6' ABOVE GRADE 2 2" PIPE 3 3 MOUNT TO POST OR WALL / WITH CONDUIT CLAMPS _ / D 4 RUN LEAD WIRES / ~ TO CONTROLLER FOR MOST ACCURATE TEMPERATURE SENSING, ROTATE THE MWS SO THAT THE THERMOSTAT PORTION POINTS SOUTH. THE MWS IS DESIGNED TO MOUNT ON A POST OF 2" PIPE, '----L-------,:_,11 ANY COMBINATION OF PIPE AND FITTINGS MAY BE USED. 1\IUNI 'vVEf\THER. STATION N.T.S. EXTERIOR WALL --l-------10°----I- 0 0 0 LEGEND: 1. MINIMUM CLEARANCE FOR DOOR OPENING 2. MODEL PC-300i 3. CONTROL WIRE IN ELECTRICAL CONDUIT. SIZE AND TYPE PER LOCAL CODE 4. PLUG-IN TRANSFORMER WALL 1\1\OLINTED CONTR.OLLER_ I N.T.S. /J,te-ff;,.e'/t/,,( ~'~re 1«,!C1/fc~h•e- 703 16th Street, Suite ·100 mLa·SD San Diego, California 92101 tel (6/9)296-3"/50 lax (619) 501-7725 www.mlasd.com 04.01 .14 3rd CD SUBMITTAL REVISIONS 05.02.14 4th CD SUBMITTAL REVISIONS 05.21.14 FINAL CD SUBMITTAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION LEGEND: 1. 3" NIPPLE (TYP.) 2. BRONZE STRAINER W/ LOOSE KEY CLEAN OUT. 3. FEMALE ADAPTER P.1/.C. SCH. 80.)(TYP.) 4. 1-CUBIC FOOT THRUST BLOCKS. 5. UNION 6. CONCRETE 7. 8" LONG NIPPLE (TYP.) 8. P.V.C. FROM MAIN TO VALVES. 12 0 NOTES: 1. ALL RISERS, UNIONS, ELBOWS, AND NIPPLES SHALL BE RED BRASS 2. CLOSE NIPPLES SHALL NOT BE USED (3" LONG NIPPLE MIN. LENGTH) 3. TEFLON TAPE 3/4' WIDE SHALL BE USED ON ALL THREADED CONNECTIONS 4. PROVIDE LOOSE KEY FOR CLEAN OUT VALVE 5. CONCRETE PAD SHALL BE 18" WIDE 6. BACKFLOW PREVENTER ASSEMBLY SHALL BE TESTED UPON INSTALLATION BY A CERTIFIED BACKFLOW DEVICE TESTER. CONTRACTOR 9. REDUCED PRESSURE BACKFLOW DEVICE 10. WYE STRAINER-WATTS SERIES 777 11. FINISH GRADE SHALL PROVIDE THE ENGINEER WITH WRITTEN TEST RESULTS COMPLETED BY A CERTIFIED BACKFLOW TESTER PRIOR TO THE BACKFLOW PREVENTER ASSEMBLY'S ACCEPTANCE BY THE ENGINEER. 12. V.I.T. STAINLESS STEEL CAGE SERIES SBBC-30SS 131\CKFLO'vV PitEVENTER. 2 ( 4"MAX. BALL VALi/ , .... 3 -~ LEGEND: 1. FINISH GRADE 2. PVC MAINLINE 3. NOMINAL 4" X 21/4' x8" SOLID BRICK AT EACH CORNER _,,,_,_ 6 "•· 4. VALVE BOX WITH COVER MARKED "BALL VALVE" 5. PEA GRAVEL 6" MIN. DEPTH 6. PVC MALE ADAPTER NOTE: 4 ~:. USE 45° ELLS OUTSIDE VALVE BOX - TO TRANSITION TO REQUIRED MAINLINE DEPTH. 131\LL VAL VE APPROVED FOR IRRIGATION ANO PLANTING ONLY, INCLUDING PRECISE RCE L LOCATION OF PLANTING REVIEWED BY: AREA. INSPECTOR N.T.S. I N.T.S. "AS BUil T" EXP. DATE DATE I SH~ET I CITY OF CARLSBAD I SH~ETS I PLANNING DIVISION IRRIGATION DETAILS 1 FOR BEACHWALK AT JUNIPER APPROVED: /"t=d:, I L,-~l/4 ,:; -2~-1--+ PLJ\MNIMG DWN BY: CLS PROJECT NO. DATE l~IITlAL DATE INITIAL DRAWING NO. CHKD BY: DWM OTHER APPHOVAL CITY APPROVAL RVWDBY: SOP 13-04 481-2L C:\DRAWJNG FllES\HrLE SriEErS\CLSB-lf'.DWG REVISED: 4/3/2012 NOTES: NOTE: THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH. SEE TORO SUBSURFACE IRRIGATION DESIGN GUIDE (FORM #ALT11 I). lf=4--+---1LJ---+. ---+-~ 3 I I I I r IR==t=t~~~ I I I I ~----16 ~--(7 I ~-----l-----1-l _.,,,-------{8 I I -------{9 W;---l-----L-. ~·--'--.--ii r-@ Q ~ w--0 ~------112 PLAN NOTTO SCALE 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. NOTE: THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH. SEE TORO SUBSURFACE IRRIGATION DESIGN GUIDE (FORM #ALT111). NOTES: DRJPLlNE CCNTER_-FEED LAYOUT ff=.-. I I I I I I -~ I C---------+----1------1-------...U. l.)__j___LJ I I I I I 1 2 3 4 5 6 ~--<7 ~~-~#-~ "--® PLAN NOTTO SCALE "----<10 TORO Dl2000 AUTOMATIC FLUSH VALVE (FCH·H-FIPT) PLUMBED TO FLUSH MANIFOLD AT LOW POINT. 2 PVC FLUSH MANIFOLD. 3 TORO DL2000 MANIFOLD-TO-ELBOW CONNECTION (TYP). 4 PVC LATERAL LINE FROM DRIP ZONE KJT. 5 PVC SUPPLY MA~IIFOLD. 6 TORO Dl2000 MANIFOLD-TO-TEE CONNECTION. 7 TORO DL2000 DRIPLINE LATERAL (RGP-XXX-XX). 8 AIR/VACUUM RELIEF LATERAL, TORO BLUE STRIPE POLY TUBING (EHD1645-XXX) CENTERED ON MOUND OR BERM. 9 TORO DL2000 AIR/VACUUM RELIEF VALVE (YD-500-34) PLUMBED TO TORO BLUE STRIPE POLY TUBING (EHD1645-XXX) AT EACH HIGH POINT. 10 PERIMETER LATERALS 2" TO 4" FROM EDGE. 11 AREA PERIMETER. 12 TORO Dl2000 OPERATION INDICATOR (DL-MP9), OPTIONAL N.T.S. 1 PVC LATERAL LINE FROM DRIP ZONE KIT. 2 PVC SUPPLY MANIFOLD. 3 TORO Dl2000 MANIFOLD-TO-ELBOW CONNECTION (TYP). 4 TORO Dl2000 DRIPLINE LATERAL (RGP-XXX-XX). 5 TORO Dl2000 AIR/VACUUM RELIEF VALVE (YD-500-34) PLUMBED TO TORO BLUE STRIPE POLY TUBING (EHD1645-XXX) AT EACH HIGH POINT. 6 AIR/VACUUM RELIEF LATERAL, TORO BLUE STRIPE POLY TUBING (EH01645-XXX) CENTERED ON MOUND OR BERM. 7 PVC FLUSH MANIFOLD. 8 PERIMETER LATERALS 2" TO 4" FROM EDGE. 9 AREA PERIMETER. 10 TORO Dl2000 OPERATION INDICATOR (DL-MP9), OPTIONAL. 11 TORO Dl2000 AUTOMATIC FLUSH VALVE (FCH-H-FIPT) PLUMBED TO FLUSH MANIFOLD AT LOW POINT. 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. sl DR.IPLJNE END-FEED LI\ YOUT I N.T.S. 1 FINISH GRADE. '----, __ i ____ , , __ _ 2 TORO Dl2000 ORIPUNE LATERAL (RGP-XXX·XX). ---i 1---· • -·-' ----' I --· • -----' -3 TORO LOC-EZE TEE (FTTt 6). 4 TORO BLUE STRIPE POLY TUBING (EHD1645-XXX). p 1 9 ----~-:::_ --: ; !==. I -==! 2 ---, , I • _____ I --I -'-"-------'3 '------; : -____ ,' , ____ , ·------, I -~i: '-"-=-"", _. +': =_=_~_ '-=_=,,-----{4 NOTES: : ! ==! . ·=--=' i ;~ i'R\'-_.;..' ----,-....,----''-,-'' -'-' ------{5 , __ ,--'==.; : :~~~: : ,-----, : :---- c..;·--=-~=-=~----{6 __ =::= __ =.=_, O' -!!_,--,~:.~, --r+"-~-·-~-'7' · ,--·-1--, ·-··· I -------• \.!_,} 1----I -----, --,_ --; I --'. -- --, I -- ·-·---' -I , -----:== ' ' !==·· SECTION/ELEVATION NOTTO SCALE 5 TORO LOC-EZE X 1/2" MPT ADAPTER (FAM16). 6 PVC TEE (SxSxT) WITH 1/2" FPT OUTLET. 7 NATIVE SOIL BACKFILL PER SPECIFICATIONS. 8 DEPTH OF TUBING PER SPECIFICATIONS (SEE TORO PUBLICATION #AL T111 ). 9 DEPTH OF PVC SUPPLY LINE PER SPECIFICATIONS. 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. 00 NOT SCALE DRAWINGS. DR.IPLINE iV\J-\NlfOLD-TEE CONNECTION ;-----, ---_, __ , __ S=S~U---,~--~~~-' , __ 'r-7'-----, ---. I : -:-···-! : ---1 '~----= , ___ 9:;:=-~-~;-1 -· --· -·---, : --- ----,'------; , _____ , -- ' ' ' ---: : , __ ' ' ' ' -, -'---'---'-, _, _--_-_c!_'__;_ __ --{ 3 -,--, : : ,'=4-~~"'""-=<-----_;4 ,--' ·-, ,-, --~-:--· ---;--·.: ' '---, ,-_-,_, _____ , c-'='--i,---' ----,----' @5 ,-----'1--'----_, --, -=-_--;[,--~:'---'-' _ _,_, 6 := ___ -=_-~-□----=_ ~~t~-=.~:~_::...-,==!_~' -----10 '------' ' --- -·--' ••. f ---• ----, ' -' ' ' ,--I ,- SECTION/ELEVATION NOTTO SCALE NOTES: N.T.S. 1 FINISH GRADE, 2 TORO DL2000 ORIPLINE LATERAL (RGP-XXX-XX). 3 TORO LOC-EZE TEE (FEE16). 4 TORO BLUE STRIPE POLY TUBING (EHD1645,XXX). 5 TORO LOC-EZE X 1/2' MPT ADAPTER (FAM 16) _ 6 PVC TEE (SxSxT) WITH 1/2" FPT OUTLET. 7 NATIVE SOIL BACKFILL PER SPECIFICATIONS. 8 DEPTH OF TUBING PER SPECIFICATIONS (SEE TORO PUBLICATION #ALT111). 9 DEPTH OF PVC SUPPLY LINE PER SPECIFICATIONS, 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. DRJPLlNE 1V\J-\NJFOLD-ELL CONNECTJON I N.T.S. NOTES: ISOMETRIC NOTTO SCALE 2 1 ---, ' .-, ,-, ' -: ',-1 i : __ ....:_'' ------1' -;,, ,:, -; I 1-J . 1-----; , 1-1 ---1 ··---,: --1 :, •;, .,, ' -® --' -: i==~i ' := ___ : i ~~, "✓ -; ; =-= -' ,-' 1 FINISH GRADE. 2 DEPTH OF TUBING PER SPECIFICATIONS (SEE TORO PUBLICATION #ALT111 ). 3 DEPTH OF PVC SUPPLY MANIFOLD PER SPECIFICATIONS. 4 TORO LOC-EZE TEE (FTT16). 5 TORO Dl2000 DRIPLINE LATERAL (RGP-XXX-XX). 6 TORO BLUE STRIPE POLY TUBING (EHD1645-XXX), LENGTH AS NECESSARY, 7 TORO LOC-EZE X 1/2' MTP ADAPTER (FAM16). 8 PVC TEE (SxSxT) WITH 1/2" FPT OUTLEL 9 PVC SUPPLY MANIFOLD FROM DRIP ZONE KIT. 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. NI NOTES: DR.lPLlNE /\ll1\NJFOLD END FEED ISOMETRIC NOTTO SCALE ij 8 I N.T.S, FINISH GRADE, 2 DEPTH OF TUBING PER SPECIFICATIONS (SEE TORO PUBLICATION #ALT111). 3 DEPTH OF PVC SUPPLY MANIFOLD PER SPECIFICATIONS. 4 TORO LOC-EZE TEE (FTT16). 5 TORO Ol2000 ORIPUNE LATERAL (RGP-XXX-XX). 6 TORO BLUE STRIPE POLY TUBING (EHD1645-XXX), LENGTH AS NECESSARY. 7 TORO LOC-EZE X 1/2" MTP ADAPTER (FAM16). 8 PVC TEE (SxSxT) WITH 1/2" FPT OUTLET, 9 PVC SUPPLY MANIFOLD FROM DRIP ZONE KIT. 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. ol DRJPLJNE /\1\J-\NJFOLD CENTER. FEED I N.T.S. APPROVED FOR IRRl(3ATION "AS BUILT" ;?i,cc,pS.t't:7,r ~'~r f,c-:r,,4,,,-(:;., .,.c,. AND PLANTING ONLY, INCLUDING PRECISE RCE EXP_ DATE 70316th Street, Suite 100 mLa·S1) San Diego, Califomia 92101 LOCATION OF PLANTING REVIEWED BY: le/ (619)296-3150 fax /619) 501-7725 AREA. www.mlasd.com INSPECTOR DATE I SH!ET I CITY OF CARLSBAD I SH~ETS I 04.01.14 3rd CO SUBMITTAL REVISIONS PLANNING DIVISION 05.02.14 4th CO SUBMITTAL REVISIONS IRRIGATION DETAILS 2 FOR 05.21.14 FINAL CD SUBMITTAL BEACHWALK AT JUNIPER I APPROVED: f"Z; J. \ 4 -8l 1-0/t I ,;. z_~.1-+ PLANNING DWN BY: CLS DATE IMHIAL DATE INITIAL DATE INrr1AL PROJECT NO. DRAWING NO. REVISION DESCRIPTION CHKD BY: DWM DESIGNER OF WORK OTHEH APPHOVAL CITY APPROVAL RVWDBY: SOP 13-04 481-2L X (~Dno oUOcJ 0 oo ,(Jo a PLAN VIEW ~TURFGRASS ~,/""-~ GRASSPAI/E2 WITH SAND INFILL -"15~?i~ DRIPIRRIGATION LINE, BY OTHERS, PLACED BEFORE LAST 3 INCHES (7.6 CM) OF BASE COURSE _ _,; ~ oO .,,•0 0 " 0 CJ CY -o gg_;, , Go2 c[lj_'r(f-0 Q~~•o• 0 --.._ o,}% ~~~ \/1'.,<t O 'M/9,_, ~'4:f§_?b o O frf111'>AooC69iigW&i(si1 1111 1111 1111 1111 1111 1111 1111 1111 ------_6"-12"COMPACTEDSANDY-GRAVELBASECOURSE, 111 1111 1111 1111 1111 1111 11 rn~~r ~L-~~~~ULT SOILS ENGINEER. PLACED IN 3 TO 6 INCH , 1 -1111 1111-I I I I -1111 1111 1111 I I [ I ~ ·----------COMPACTED SUBSOIL llll_ •1 11 __ 1111 SECTION NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR LANDSCAPE DESIGNER. NOTTO SCALE Invisible GRASSPAVE2 WITH DRIP IRRIGATION Structures, Inc. GP2Dr iplrrigation.DWG SUBSURFACE Dll!P IHRJGAflON SYSTEM FOR GRASSPAVE2 DR.IP !R.R..ICt\TION INSTALLED BELOW CR..J-\SSPAVE 1600 Jackson St .• SUITE 310 GOLDEN, COLOHADO 80401 IU)ll·.Ul-1$10 ,_~ Jli.1-.a).Hhu JAX, da'.l-LH-l~U Gil Ja.t-!H-;LJ:ii (1 1 OF 1 N.T.S. C:\DHAWIMG FILES\JrrLE 8HEETS1CLSB-IP.DWG REVISED: 4/3/2012 NOTE: USE ONE FLUSH VALVE FOR EVERY 7 GPM PER ZONE. LOCATE AT LOW POINTS. FLUSH RATE IS 0.8 GPM. FLUSH PRESSURE IS 2 PSI. REFER TO TORO PUBLICATION #ALT111 FOR SPECIFICATIONS. NOTES: SECTION/ELEVATION NOTTO SCALE 1 1" ABOVE FINISH GRADE. 2 FINISH GRADE. 3 TORO DL2000 FLUSH VALVE (FCH-H-FHT). 4 TORO LOC-EZE X 3/4" MHT ADAPTER (FJA16). 5 TORO BLUE STRIPE POLY TUBING (EHD1645-XXX). 6 TORO DL2000 TUBING (RGP-XX-XXX) OR TORO BLUE STRIPE POLY TUBING (EHD1645-XXX). 7 6" ROUND PLASTIC VALVE BOX . HEAT BRAND "FY" ON LID IN 1" HIGH CHARACTERS. 8 TORO LOC-EZE ELL (FEE16}. 9 BRICK SUPPORTS (2 COMMON BRICKS REQUIRED). 10 NATIVE SOIL PER SPECIFICATIONS. 11 PEA GRAVEL SUMP (6" x 18"). 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. vi DR.I PLINE FLUS!-! VAL VE ON POLY-Ell 5 " " " " " " " " -=i ! 1==11 ! 1==1 1' -,11-l-1 1---: . 1-J I 1--.-, I -'·-- I i :==:11 , !==1 ·1 1:.-: I 1-, 1-' --: I 1----1 I I-----,, ----11 !-----, I 1-6 I- I N.T.S. 1 FINISH GRADE. 2 NATIVE SOIL BACKFILL PER SPECIFICATIONS. '-i! ---l:1--i : :-1 ! i-----11 -11;-,,- ·'1!i-11:-1I I I l-1, ----: I ' I ' --• I -,.~·-------------1'2' I I 1:--·-I I I:~: I '\V 3 TORO DL2000 DRIPLINE (RGP-XXX-XX). wl __ ., -··1-~-1,-11•1_ --,.1-,,-111--·-1 ! 1-1 1· 1-, ,--,!-.111----I ---1 1 ,-111-_,:1-1:~ -I•-, ,- -• 1 ·1 ;-· 1 -,_ --i-- 1 I .,-1 i.1--, I 1---1 I - ....:._-, I ._·. _-I -11-1 -!!-: 1•-1·11-, ' ' ii== I== -' '1-·-11 · -1: ii--, i -I,-, 1-:1 1-1-1,l-1-l'l-~I i ! ! I '---1; 1- -: 1 !- -:11-1,-11• I ' ' ':==1 I, -111-, 1-· ' -, I 1--1 I 1-- -•: ,--111-rrr·o•--i 1-:-1 I I I I ,_ . -! I , I!=-= '':==I .-ill 1!1--,,-11· =-: i 1=-..:! I I= -1,' 1-..'....~---I ,---,,---' ....... '-,-I ;!1-!j-' C-'--..' -I i ,-1 ! -.............. 111- --11 -111--11 !_ -1 i !- I' 1-i '---11 1/l-1 1 ·--1 11 1---1, -I =-=: 11 11= ·1 1= -, -1- 1 ·:1.-1' -! 1 ,-,-1 , i I ,,-- ----t I I --! I I I I ' ' --·i; I· -, ,I I _, 1-- ! 1 ,--! I I· 11 [--I I 1--: i ,-,-,, · SECTION/ELEVATION NOTTO SCALE NOTES: 4 TORO DL2000 OPERATION INDICATOR (DL-MP9). USE ONE PER ZONE AND LOCATED AT FLUSH END OF ZONE. 5 2"-3" ABOVE FINISH GRADE. 6 DEPTH OF TUBING PER SPECIFICATIONS (SEE TORO PUBLICATION #ALT111). 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. OPER.ATION INDICATOR. I N.T.S. NOTE: THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH. SEE TORO SUBSURFACE IRRIGATION DESIGN GUIDE (FORM #ALT111). =======f-------(i) ii=~~~~~ i--------{2 I I I I ~ --~ =====tt------{3 lJ>-<q>---l....-<Q}-!t'!KQ>----Q----~ I I I I ~----6--~C}HCD-------!OJ---~ ~"' -~~<'./=~=,:.....=~= ;;:....=~=::l:1-.-------(4 I f---1----\)14 1 I GJ;,L--!Cl;......----o'.'JH\;,>--<i);----'---<O;---~ ~ PLAN NOTTO SCALE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 1 PVC LATERAL LINE FROM DRIP ZONE KIT. 2 PVC SUPPLY MANIFOLD. 3 PVC TEE (SxSxS). 4 PVC ELL (SxS). 5 TORO LOC-EZE ELL (FEE16). 6 TORO LOC-EZE TEE (FTT16). 7 TORO BLUE STRIPE POLY TUBING (EHD1645-XXX) AT SUPPLY AND FLUSH END OF EACH ISLAND. 8 TORO LOC-EZE TEE X 1/2" SLIP ADAPTER (FTV16). 9 TORO DL2000 AIR/VACUUM RELIEF VALVE (YD-500-34) PLUMBED TO TUBING AT HIGH POINT. TORO DL2000 DRIPLINE LATERAL (RGP-XXX-XX). 11 TORO DL2000 AUTOMATIC FLUSH VALVE (FCH-H-FIPT) PLUMBED TO TUBING AT LOW POINT. TORO DL2000 OPERATION INDICATOR (DL-MP9), OPTIONAL 13 ISLAND PERIMETER. -1-I 14 PERIMETER LATERALS _ DR..lf)LlNE ISLt\ND LAYOUT 2"T04"FROMEDGE. --~------------------------tj N.T.S. NOTE: USE ONE AIR/RELIEF VALVE FOR EVERY 7 GPM PER ZONE. LOCATE AT HIGH POINTS. REFER TO TORO PUBLICATION #ALT111 FOR SPECIFICATIONS. SECTION/ELEVATION NOTTO SCALE NOTES: --------(2 7 __..-------{8 __..-----{9 1 1" ABOVE FINISH GRADE. 2 FINISH GRADE. 3 6" ROUND PLASTIC VALVE BOX. HEAT BRAND "AR" ON LID IN 1" HIGH CHARACTERS. 4 TORO DL2000 AIR/VACUUM RELIEF VALVE (YD-500-34). 5 TORO LOC-EZE X 1 /2" FPT TEE (FTF16). 6 TORO DL2000 TUBING (RGP-XX-XXXJ OR TORO BLUE STRIPE POLY TUBING (EHD1645-XXX) AIR-RELIEF LATERAL. 7 PEA GRAVEL SUMP (6" DEEP). 8 BRICK SUPPORTS (2 COMMON BRICKS REQUIRED). 9 NATIVE SOIL PER SPECIFICATIONS. 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. DF(IPLINE AllvV 1\CUU1\!\ ltELIEF VALVE ON TUBING I N.T.S. "AS BUILT" APPROVED FOR IRRIGATION ftc/?.=t'C:7£ ~3;-re 1,,c,;(-i4c/4:e;;,.c,. ANO PLANTING ONLY, INCLUDING PRECISE RCE EXP. ;,..\-lDSC~pl' .--.,,.:">e LJC. _,➔0-18 " 7_,,... EX!'. 12 :?l-11 ~ UA.'llUY'/. • ;.,. • 1,#-----..:_u. 703 16111 Street, Suite 100 IDLa·SJ) Saa Diego, California 92101 tel (619)296-3150 fax (619) 501-7725 wwv-1.mlasd. com 04.01 .14 3rd CD SUBMITTAL REVISIONS 05.02.14 4th CD SUBMITTAL REVISIONS 05.21.14 FINAL CD SUBMITTAL LOCATION OF PLANTING REVIEWED BY: AREA. INSPECTOR I SH~ET I CITY OF CARLSBAD PLANNING DIVISION IRRIGATION DETAILS 3 FOR BEACHWALK AT JUNIPER DATE DATE I SH~ETS I APPROVED: 1-z;J ~ 4-t:-\l--Dt/-h· Z:2,,)--\ PLANNING OWN BY: CLS PROJECT NO. DRAWING NO. DATE IMITIAL DATE IMITIAL DATE INITL'\L CHKD BY: DWM DESIGNER OF WORK REVISION DESCRIPTION OTHEH APPROVAL CITY APPROVAL RVWDBY: SOP 13-04 481-2L ----------.. ;------------·,, ------ i ) \ \ I I ---.-----•" --.. --------·----------· --- El I Ii I ·I /' ~0 10 0 g? I I ---9 l~I STREET TREES AND OTHER TREES SHALL BE SPACED 1. 8 FEET FROM TRANSFORMERS, CABLE AND PULL BOXES. 2. 5 FEET FROM MAIL BOXES. 3. 5 FEET FROM FIRE HYDRANTS. 4. 1 O FEET FROM CENTER LINE OF ALL UTILITY LINES (WITHOUT EASEMENT) (SEWER, WATER, STORM DRAINS, DOUBLE CHECK DETECTORS, AIR RELIEF VALVES AND GAS). 5. 1 O FEET FROM EASEMENT BOUNDARIES (SEWER, WATER, STORM DRAINS, ACCESS OR OTHER UTILITIES) 6. 10 FEET FROM DRIVEWAYS (UNLESS A LINE OF SIGHT IS DETERMINED BY THE TRAFFIC DIVISION TO BE OTHERWISE). 7. 10 FEET FROM TRAFFIC AND DIRECTIONAL SIGNS. B. 15 FEET (MINIMUM) FROM STREETLIGHTS, OTHER UTILITY POLES, (DETERMINED BY SPECIFICATIONS). 9. STREET TREES SHALL BE PLANTED 3' OUTSIDE RIGHT OF WAY IF THE RIGHT OF WAY DOES NOT ALLOW SPACE, SUBJECT TO THE CITY ENGINEER'S APPROVAL. 10. LINE OF SIGHT AT ARTERIALS, COLLECTOR AND LOCAL STREETS SHALL BE REVIEWED AND DETERMINED BY TRAFFIC ENGINEER. A MINIMUM OF 25' FROM STREET INTERSECTION OR AS APPROVED BY THE TRAFFIC ENGINEER. 1 L MINIMUM 15' STREETLIGHT AND STOP SIGN OR CLEARANCE DETERMINED BY SPECIFICATIONS. ' 12. SCREEN ALL UTILITIES ACCORDING TO SPECIFIC AGENCY REQUIREMENTS. NOTE: 6:~i:B~~i~r::~~~6~~ER~~~i:t:~;~,~~:R~~~~7::: ~%~:~~:T~~~ic:~;ii~~1~i~~~;::E~~~F~LAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER C:\DHAWIMG FILES\frrLE SI-IEEfS\CLSB-IP.DWG REVISED: 4tJJ2012 5 10 I I - 20 GRAPHIC SCALE I 1 INCH= 10 FL 40 I PLANT SCHEDULE TREES BOTANICAL NAME/ COMMON NAME CONT AM ARBUTUS X 'MARINA'/ ARBUTUS STANDARD 24"BOX 0 __________ CYATHEA COOPERI / AUSTRALIAN TREE FERN 6'BTH LF LYONOTHAMNUS FLORIBUNDUS ASPLENIFOLIUS / FERNLEAF CATALINA IRONWOOD 24"BOX fl TABEBUIA IMPETIGINOSA / PINK TRUMPET TREE SHRUBS BOTANICAL NAME/ COMMON NAME AGAPANTHUS AFRICAN US 'WHITE'/ WHITE LILY OF THE NILE AGAVE X 'BLUE GLOW'/ BLUE GLOW AGAVE ALPINIA ZERUMBET 'VARIEGATA' / VARIEGATED SHELL GINGER 8 0 0 BAMBUSA MULTIPLEX 'ALPHONSE KARR'/ ALPHONSE KARR BAMBOO BERGEN IA CRASSIFOLIA / SIBERIAN-TEA 0 BREYNIA NIVOSA / SNOWBUSH DIANELLA CAERULEA 'CASSABLUE' / CASSABLUE FLAX LILY DISTICTIS BUCCINATORIA / BLOOD RED TRUMPET VINE DRACAENA MARGINATA 'TRICOLOR'/ TRICOLOR DRACAENA 0 RHAPHIOLEPIS UMBELLATA 'MINOR'/ DWARF YEDDA HAWTHORNE STANDARD SHRUB AREAS BOTANICAL NAME/ COMMON NAME DIANELLA REVOLUTA 'LITTLE REV'/ LITTLE REV FLAX LILY JUNCUS PATENS 'ELK BLUE'/ SPREADING RUSH GROUND COVERS BOTANICAL NAME/ COMMON NAME CYNODON DACTYLON '419 HYBRID'/ BERMUDA GRASS THYMUS X 'VICTOR REITER' / VICTOR REITER THYME ~ TRACHELOSPERMUM ASIA Tl CUM/ STAR JASMINE -$-SEE PLANTING NOTES ON PLANTING DETAIL SHEET LIGHTING LEGEND SYM. DESCRIPTION ·<?-LOW VOLTAGE LANDSCAPE UP-LIGHT. PER OWNER. (t LOW VOLTAGE LANDSCAPE PATH/BOLLARD LIGHT. PER OWNER. ' ,,. 5r.;c,,,<.'IJM // • -~ 36"BOX SIZE 5GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 1 GAL 5 GAL 5 GAL 5 GAL CONT 1 GAL 5 GAL CONT SEED FLAT 1 GAL QTY REMARKS 2 DETAIL C 9 DETAILC 3 DETAILC 2 DETAILC QTY REMARKS 36 DETAILG 3 DETAILG 6 DETAILG 9 DETAILG 31 DETAIL G 10 MUST BE 5 GAL 78 DETAILG 7 DETAILG &D 3 DETAIL G 41 MUST BES GAL SPACING QTY REMARKS 12" O,C, 75 DETAIL G 12" o.c. 19 DETAIL G SPACING QTY REMARKS 216 SF 12" O,C. 600 DETAIL A 1 2''o.c. 463 DETAIL A /J,cc-f£,e'/t/,{ ~•~r j,c-;{,'7fc~ h•c-- 703 16th Street, Suite 100 mLa•sr1 ) San Diego, Califomia 92"/01 tel (619)296-3150 fax (6"19) 501-7725 www.mlasd.com 04,01.14 3rd CD SUBMITTAL REVISIONS 05,02.14 4th CD SUBMITTAL REVISIONS 05.21.14 FINAL CD SUBMITTAL DATE IMTIAL DESIGNER OF WOFlK REVISION DESCRIPTION CONSTR.LICTION LEC;END 1. NEW SITE CONCRETE SIDEWALK, NATURAL GRAY, BROOM FINISH 2, FUTURE CURB. SEE CIVIL ENGINEER PLANS, 3, FUTURE SIDEWALK. SEE CIVIL ENGINEER PLANS. 4. FUTURE R.O.W. SEE CIVIL ENGINEER PLANS. 5, PFlOPERTY LINE 6, PERMEABLE PAVERS, BRAND: BELGARD HOLLAND STONE, COLOR: TOSCANA, PATTERN: 90 DEGREE HERRINGBONE. CONTACT MANUFACTURER FOR INSTALLATION DETAILS.SEE CIVIL PLAN, SHEET 2. DETAIL H2, 7. CONCRETE STEPS. INTEGRAL COLOR (BRAND: SOLOMON, RAWHIDE #338), ACID ETCH FINISH SEE DETAIL F, SHEET 7. 8. GRASSPAVE, SEE CIVIL PLANS FOR DETAIL 9, NEW RETAINING WALIL WITH WOOD FENCE (TOTAL HEIGHT 5' FROM PARKING GRADE), SEE DETAIL B ON SHEET 7. WOOD FENCE STARTS 10' BACK FROM R.O.W. RETAINING WALL ONLY FROM A.OW. TO 10' INTO PROPERTY. 1 O. EXISTING WALL WITH FENCE TO BE PROTECTED IN PLACE 11. CONCRETE PAVING. INTEGRAL COLOR (BRAND: SOLOMON, RAWHIDE #338), ACID ETCH FINISH. DETAIL: SEE SHEET 7, DETAIL E. 12. CONCRETE. INTEGRAL COLOR (BRAND: SOLOMON, RAWHIDE #338), HEAVY RETARDANT FINISH DETAIL: SEE SHEET 7, DETAIL E. 13. PROPOSED LINE OF SIGHT, NO PLANT MATERIAL IN THIS AREA TO EXCEED 30" IN HEIGHT. 14, INFILTRATION SITE 15. OUTLINE OF AREA TO BE PRIVATELY IRRIGATED AND MAINTAINED BY HOMEOWNER REMAINDER OF SITE TO BE HOA IRRIGATED AND MAINTAINED 16, SCREEN WALL (SEE ARCHITECTURE PLAN). 30" FROM PARKING GRADE 17, EXISTING TREE TO BE REMOVED, CALIPER=55". SEE TREE REMOVAL NOTE THIS SHEET, 1 B. EXISTING TREE TO BE REMOVED. CALIPER=57", SEE TREE REMOVAL NOTE THIS SHEET. 19. EXISTING TREE TO BE REMOVED. CALIPER=19". SEE TREE REMOVAL NOTE THIS SHEET. 20. NEW STREET LIGHT. TO BE SELECTED BY OWNER/LANDSCAPE ARCHITECT, 21, TEMPORARY PLANTING. SEE NOTE THIS SHEET, 22, NEW WALL WITH FENCE. SEE CIVIL ENGINEER PLANS FOR WALL SEE SHEET 7 FOR FENCE DETAIL PLANTING NOTE A. THE SELECTION OF PLANT MATERIAL JS BASED ON CULTURAL, AESTHETIC, AND MAINTENANCE CONSIDERATIONS. B. ALL PLANTING AREAS SHALL BE PREPARED WITH APPROPRIATE SOIL AMENDMENTS, FERTILIZERS, AND APPROPRIATE SUPPLEMENTS BASED UPON A SOILS REPORT FROM AN AGRICULTURAL SUITABILITY SOIL SM1PLE TAKEN FROM THE SITE. C. GROUND COVERS OR BARK MULCH SHALL FILL IN BETWEEN THE SHRUBS TO SHIELD Tl-IE SOIL FROM THE SUN, EVAPOTRANSPIRATION AND RUN-OFF. D. ALL THE FLOWER AND SHRUB BEDS SHALL BE MULCHED TO A 3" DEPTH TO HELP CONSERVE WATER, LOWER THE SOJL TEMPERATURE AND REDUCE WEED GROWTH. E. THE SHRUBS SHALL BE ALLOWED TO GROW IN THEIR NATURAL FORMS. F. ALL LANDSCAPE IMPROVEMENTS SHALL FOLLOW THE CITY OF CARLSBAD GUIDELINES. G. TO INSTALL TRAILING•TYPE PLANTS CLOSEST TO THE TOP OF THE RETAINING WALL TO E\/ENTUALL Y CASCADE OVER THE WALL WHERE APPLICABLE. ~!. ALL PLANTING AREAS TO SLOPE 2% AWAY FROM BUJLDING AND TERMINATING !NTO APPROVED DRAll'JAGE SYSTEM (RETENTION BASINS OR AREA DRAINS). J. FOR ALL TREES WITHIM 5'-0w OF PAVING, INSTALL ROOT BARRIER ALONG PAVING EDGE BY DEEP ROOT CORPORATION (800) 458-7668. TEl\t\POR_AR.Y PLANTING NOTE TEMPORARY LANDSCAPING SHALL BE PROVIDED TO THE SATISFACTION OF THE CITY PLANNER IN THE NORTHEAST CORl'-IER OF THE SITE UNTIL SUCH TIME AS THE SIDEWALK CONNECTION WITH THE ADJACENT PROPERTY TO THE EAST CAN BE MADE. 1\1\J\INTENANCE R.ESPONSIBILJTY ALL REQUIRED LJ\NDSCAPE AREAS SHALL BE MAINTA!NED BY THE OWNER {INCLUDING PUBLIC R!GHf OF WAY). THE LAf'IDSCAPE AREAS SHALL BE MAINTAINED IN A FREE OF DEBRIS AND UHER AND ALL PLJ\NT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION. DISEASED OR DEP-0 PLANf MATERIAL SHALL BE SATISFACfOHILY TREATED OR REPLACED PER THE CONDITIONS OF THIS PERMIT. THE LANDSCAPE AREAS SHALL BE MAINTAINED PEA CITY OF CARLSBAD'S REQUIREMENTS. A. ALL WATER, SEWER, AND GAS UTILITIES SHALL BE EFFECTIVELY SCREEMED WITH PLANT MAfERIAL ATlHE TIME OF PLANT INSTAUATlON. 8. FINAL LANDSCAPE PlA~lS SHALL ACCURATELY SHOW PLACEMENT OF TREES AND SHRUBS C. LANDSCAPE ARCHITECT SHAU. BE AWARE OF UTILJTY, SEWER, STORM DRAIN EASEMENT AND PLACE PLANTING LOCATIONS ACCORDINGLY TO MEET Girt OF CARLSBAD REQUIREMENTS. GROUNDCOVEH.S. FIR.ENOTE LANDSCAPE IMPROVEMENT PLAN SET AND INSTALLATION ARE REQUIRED TO IMPLEMENT APPROVED FIRE DEPARTMENT REGULATIONS, CODES, AND STANDARDS AT THE TIME OF PROJECT APPROVAL. TR.EE R.Etv\OV ;\L NOTE PRIOR TO REMOVAL OF ANY TREES WITH!N THE PUBLIC RIGHT-OF·WAY, THE DEVELOPER SHALL OBTAIN ANY NECESSARY APPROVALS FROM THE PARKS MAINTENANCE DIVISION OF THE PARKS AND HECREATJON DEPARTMENT. APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE ACE LOCATION OF PLANTING REVIEWED BY: AREA. INSPECTOR 11AS BUILT 11 EXP. I SH~ET I CITY OF CARLSBAD PLANNING DIVISION PLANTING PLAN FOR BEACHWALK AT JUNIPER I APPROVED: 1-1.J_ \ 4:-~\I -.olf PlANNING DATE DATE I SH~ETS I t,-z.~-H-I OWNBY: CLS PROJECT NO. DRAWING NO, DATE INITIAL DATE INITIAL CHKD BY: DWM OTHER APPBOVAL CITY APPROVAL RVWDBY: SDP 13-04 481-2L PLANTING NOTES REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. LOCATION OF N.l.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION ./1',;).. HAVE SAMPLES TESTED BY A CERTIFIED AGRONOMIC SOILS TESTING LAB, FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATION RECOMMENDATIONS. TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE AGRONOMIC RECOMMENDATIONS. SUBMIT SOIL REPORT TO LANDSCAPE ARCHITECT PRIOR TO PLANTING. IF LOCATIONS FOR SOILS TEST ARE NOT FOUND ON PLANS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE LANDSCAPE ARCHITECT FOR SAID LOCATIONS PRIOR TO BEGINNING ANY WORK. FOR BID PURPOSES, PROVIDE SOIL PREPARATION AND BACKFILL BID BASED ON SOILS RECOMMENDATIONS REPORT PROVIDED BY OWNER. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM. OBTAIN COPY OF LATEST CIVIL ENGINEER'S PARKING STRIPING PLAN. ALIGN TREES WITH PARKING STRIPES IN PARKING LOTS AS SHOWN. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHFUL APPEARANCE OR NON CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR OWNER. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON-CENTER SPACING. INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. PROVIDE FERTILIZER TABLETS FOR EACH CONTAINER GROWN PLANT 1 GALLON AND LARGER PER SPECIFICATIONS. FOR ALL TREES WITHIN 5'-0" OF PAVING, INSTALL ROOT BARRIER ALONG PAVING EDGE BY DEEP ROOT CORPORATION (800) 458-7668. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. LIST ON THE PLANT MATERIAL GUARANTEE ALL EXISTING TREES THAT HAVE HAD WORK PERFORMED WITHIN 6' OF TRUNK. PALMS -ANY PALMS INDICATED ON THE PLANS SHALL BE FURNISHED BY THE CONTRACTOR IN A "SKINNED" TRUNK CONDITION UNLESS NOTED OTHERWISE OR INDICATED BY THE LANDSCAPE ARCHITECT. DURING THE LENGTH OF THE GUARANTEE PERIOD BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. 3" MULCH AS REQUIRED BY THE LANDSCAPE MANUAL FOR ALL LANDSCAPE AREAS (EXCLUDING TURF) THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE L.A. CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. G:\DRAWING FILES\rlrLE SHEEfS\CLSB-IP.DWG HEVJSEO: 4:3/2012 1" 7 1 MIN. LEGEND: 1. CONCRETE PAVING -REFER TO CONSTRUCTION PLAN FOR COLOR AND FINISH 2. #3 REBAR AT 18' O.C., EACH WAY, CENTERED IN SLAB 3. FINISH GRADE 4. COMPACTED SUBGRADE PER SOILS ENGINEER'S REPORT 5. 1/4" TOOLED RADIUS 6. EXPANSION JOINT (SEE CONTROL JOINT DETAIL) 7. CONCRETE SIDEWALK PER CIVIL DRWGS NOTES: A. PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. C. EXPANSION JOINTS SHALL BE INSTALLED AT ALL JUNCTIONS WITH VERTICAL SURFACES-WALLS, CURBS, STEPS, BUILDING WALLS, ETC.-AND AT ALL AREAS AS INDICATED ON THE PLANS. ' 3 1/2" PEDESTRIAN USE CONCRETE 5 1/2" AUTOMOBILE USE CONCRETE * xj_c_O_N_C_R __ E-_1E_r_A_V_IN_C_; ------~- N.T.S. 2" 8" TYPICAL STEP TREAD STRIPING DETAIL 4 5 LEGEND 1. 2. 2" WIDE REFLECTIVE, NON-SLIP STRIP, AMERICAN SAFETY TREAD CO., INC., TYPE 24, COLOR TO BE BLACK, INSTALL PER MFG'S. REC. #3 REBAR IN EACH STEP NOSE, HOLD 1" MIN. FROM OUTER SURFACE 3. 3/8" RADIUS 4. EXPANSION JOINT 5. #4 REBAR DOWEL 12' LONG W/ SLEEVE 16"O.C. 6. CONCRETE STEP. FINISH & COLOR PER PLAN 7. #3 REBAR 12" O.C. E.W. 8. 90% COMPACTED SUBGRADE 9. CRUSHED STONE PER PLAN -+ S1--IR_l[B PLAN-fl NC oc-r AIL 2 TYPICAL STEP NOSING DETAIL 6 • \ -.....:. 0., ==#=~ \ ., ' I I i ' V 1-,,:---!;I- "" -j 1 '--' i I ., s -i 1--1 , -I , ,_ 1-, __ I _I_-, I ◊ -! . 7 1---,f------.-t _,,._-12"--,f- LEGEND: 1. BACKFILL MIX, (SEE SPECS.) 2. FERTILIZER TABLETS (SEE SPECS.) 3. WATER RETENTION BASIN 4" HIGH 4. PUDDLE AND SETTLE BACKFILL PRIOR TO PLACEMENT OF SHRUB 5. FINISH GRADE 6. 2x WIDTH OF ROOT BALL 7. ROOT BALL 8. MIN. 1 1/2x ROOT BALL DEPTH N.T.S. Cl _, c3 o_ /'.: 18" LEGEND: 1. (2) 2 IN. DIA. X 10 FT. LONG LODGEPOLE PINE STAKES, SET PERPENDICULAR TO PREVAILING WINDS. 2. V.l.T. 'CINCH TIES', OR EQUAL INSTALL PER MANUFACTURE'S. 3. SET CROWN 2 IN. ABOVE FINISH GRADE. 4. CUT TOP SECTION OFF STAKE 6" BELOW TREE CANOPY 5. FINISH GRADE. 6. BACKFILL (SEE SPEC.) PUDDLE AND SETTLE. SET TREE 2 IN. ABOVE FINISH GRADE. 7. 2 X ROOT BALL DIAMETER. 8. PLANT TABLETS. INSTALL PER MANUFACTURER'S SPECS. 9. PLACE STAKES OUTSIDE OF ROOT BALL 10. TREE PIT-FILL AND SETTLE WITH A MIN. OF 24 HOURS PRIOR TO PLANTING. 11. FINISH GRADE AT EXISTING SLOPE (AS REQ). 12. SUBGRADE NOTES: A) TREES 15 GALLON SIZE OR SMALLER- PROVIDE SINGLE STAKE. CUT STAKE 6" BELOW TREE CANOPY. B) TREES 24 BOX SIZE OR LARGER- PROVIDE DOUBLE STAKE. CUT STAKE 6" BELOW TREE CANOPY. 5'-0" OR AS REQUIRED I ~ o <:.\ ~ ---------jr.:--=~f°"<l~o---=-<:.1 , ~~----\ 0 '\ (j 0\ LEGEND: 1. ANCHOR INTO WALL: SCREW EYE FOR WOOD EXPANDABLE ANCHOR IN MASONRY 2. 13 GAUGE GALVANIZED WIRE. NUMBER AS REQUIRED TO COVER WALL 3. FLEXIBLE TIE. TAPE SECURING VINE TO WIRE. 4. FINISH SURFACE WHEN PLANTING SEVERAL VINES ON ONE WALL, WIRE TRELLIS SHALL BE CONTINUOUS N.T.S. ------CD 2 2" i ' SECTION -IU:T1\ININC \Vi\LL \VITHOUT F[NCE A EDGE OF PLANTING AREA \/ \/ \/ \/ --0----0----0----0-- /\/\/\/\ 0----0----0----0----0 \/\/\/\/ --0----0----0----0-- /\ /\ /\ /\ EQUAL NOTE: ALL SHRUBS/GROUNDCOVER SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. CFZ.OLINDCOVEf( / Sl-lf(LIB LA YOLrr LEGEND: 1. HOT DIP GALV. POST/COLUMN BASE 2. FINISHED GRADE/SURFACE, SEE CIVIL ENGINEER'S PLAN 3. 2x 6 CAP 4. 1 X 4 RAIL -TOP & BOTTOM 5. 1 X 6 BOARDS (SPACED W/ 16d NAIL) 6. 4 X 4 POST@ 6'-0"' O.C. MAX. SPACING 7. 2 X 4 RAIL -TOP & BOTTOM 8. BLOCK RET. WALL BY OTHERS 9. WOOD CAP. MATERIAL, COLOR AND FINISH TO MATCH FENCE. . "' (J z Ou ~~ (I) ,-@ ------.J 0-~ · ---0 ~--------{3 ~=;::,;----© -® t----+•~---® ---® f---f--1-+--'.-----{6 0 ~ BACKYARD FRONT YARD r 2" NOTE: 2" i ~.\ I@ SECTION -ALL WOOD MEMBERS SHALL BE RE-SAWN CEDAR. ELEV1\TION -CONG. FOOTING DIMENSIONS & SUBGRADE PREPARATION/COMPACTION ARE SHOWN FOR BID PURPOSES ONLY, REFER TO STRUCTURAL ENGINEERS PLANS. -WALL TO BE RCP SHOTBLAST COLOR: LA PAZ -ALL WOOD MEMBERS Sr!ALL RECEIVE (2) COATS STAIN, TO BE SELECTED BY OWNER/LANDSCAPE ARCHITECT. -HOT DIP GALV. POST BASE PER STRUCTURAL ENG. TYP. N.T.S. VINE -rYINC oc-r AIL N.T.S. B, __ W_O_O_D_F_E_N_C_E_A_T_O_P_R_E_-T_A_IN_IN_G_._W_A_L_L_~N-.T-.s. APPROVED FOR IRRIGATION "AS BUil T" /i-cc-f?..d'!t;,r,t ~.$);7,. f,,c-cyt::~.,.c-AND PLANTING ONLY, INCLUDING PRECISE RCE EXP. DATE 703 16th Street, Suite 100 m1a·st> San Diego, California 9210'1 LOCATION OF PLANTING REVIEWED BY: tel (619)296-3150 tax (619) 50·/-7725 AREA. W\.'IW.mlasd.com INSPECTOR DATE 1 sH;ET 1 CITY OF CARLSBAD I SH~TS I 04.01 .14 3rd CD SUBMITTAL REVISIONS PLANNING DIVISION 05.02.14 4th CD SUBMITTAL REVISIONS PLANTING DETAILS FOR 05.21.14 FINAL CD SUBMITTAL BEACHWALK AT JUNIPER I APPROVED: 1~)_\ C:r, tdl-£>if I q. ~-1-f PLANNING DWN BY: CLS PROJECT NO. DRAWING NO. DATE INITIAL DATE INlflAL DATE JN!TIAL CHKD BY: OWM DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SOP 13-04 481-2L GENERAL REQUIREMENTS A. CONTRACTOR'S DUTIES: 1. EXCEPT AS SPECIFICALLY NOTED, PROVIDE AND PAY FOR: a. LABOR, MATERIALS AND EQUIPMENT. b. TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY. c. WATER, HEAT AND UTILITIES REQUIRED FOR CONSTRUCTION. d. OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF WORK 2. PAY LEGALLY REQUIRED SALES, CONSUMER, AND USE TAXES. 3. SECURE AND PAY FOR, AS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF WORK AND AS APPLICABLE AT TIME OF RECEIPT OF BIDS: a. PERMITS. b. GOVERNMENT FEES. c. LICENSES. 4. GIVE REQUIRED NOTICES. 5. COMPLY WITH CODES, ORDINANCES, RULES, REGULATIONS, ORDERS AND OTHER LEGAL REQUIREMENTS OF PUBLIC AUTHORITIES, WHICH BEAR ON PERFORMANCE OF WORK. NOTHING IN THESE DRAWINGS OR SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 6. PROMPTLY SUBMIT WRITrEN NOTICE TO LANDSCAPE ARCHITECT OF OBSERVED VARIANCE OF CONTRACT DOCUMENTS FROM LEGAL REQUIREMENTS. IN THE EVENT THAT NO NOTICE IS PROVIDED, CONTRACTOR SHALL ASSUME RESPONSIBILITY FOF! ANY WORK PERFORMED THAT IS CONTRARY TO SUCH REQUIREMENT!,. B. CO~ITRAGT LIMITS: THESE DOCUMENTS ARE NOT INTENDED TO SET LIMITS BETWEEN TRADES UNLESS SPECIFICALLY SO STATED. THE OWNER WILL DETERMINE WHAT WORK WILL BE DONE AND BY WHOM. C. VERIFICATION: THE OWNER AND THE CONTRACTORS SHALL VISIT AND INSPECT THE SITE AND FAMILIARIZE THEMSELVES WITH SITE CONDITIONS, AND STUDY THESE DOCUMENTS FULLY BEFORE AGREEING TO WORK ON THE PROJECT. THEIR AGREEMENT TO WORK ON THE JOB CONSTITUTES VERIFICATION THAT HAS SO STUDIED THE SITE AND THE DOCUMENTS. D. DOCUMENTS: 1. THE DRAWINGS ARE NECESSARILY SCHEMATIC AND DO NOT PURPORT TO SHOW COMPLETE SITUATIONS. THE DRAWINGS, SPECIFICATIONS, AND ADDENDA ARE COMPLEMENTARY; WHAT IS GALLED FOR BY ONE IS AS CALLED FOR BY ALL. THE DRAWINGS, SPECIFICATIONS, AND ADDENDA MUST ALWAYS BE TOGETHER. 2. DO NOT SCALE FROM DRAWINGS. E. ERRORS, OMISSIONS, DISCREPANCIES, OR ADVERSE CONDITIONS: 1. WHEN ERRORS, OMISSIONS OR DISCREPANCIES IN THE DOCUMENTS, OR ADVERSE JOB CONDITIONS BECOME APPAHENT, IMMEDIATELY BRING THEM TO THE ATTENTION OF THE OWNER. 2. THE OWNER SHALL IMMEDIATELY, AND IN WRITING, BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY ADVERSE JOB OR SITE CONDITIONS, OR ANY ERRORS, OMISSIONS, OR DISCREPANCIES IN THE DOCUMENTS OR OTHER LANDSCAPE ARCHITECTURAL SERVICES. THOSE NOT SO REPORTED REMAIN THE RESPONSIBILITY OF THE OWNER. THE LANDSCAPE ARCHITECT IS NOT NECESSARILY RESPONSIBLE FOR THOSE THAT ARE NOT REPORTED. F. CHANGES: THE OWNER SHALL NOTIFY THE LANDSCAPE ARCHITECT OF CHANGES IN THE JOB AND PAY AN EXTRA FEE FOR THE LANDSCAPE ARCHITECT'S ANALYSIS OF THE CHANGES AND/OR FOR CHANGING THE DOCUMENTS. G. MANUFACTURER'S DIRECTIONS: FALLOW MANUFACTURER'S PRINTED DIRECTIONS AND DETAILED DRAWINGS IN ALL GASES WHERE THE MANUFACTURER OF ARTICLES USED IN THE WORK FURNISHES DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS. H. SUBSTITUTIONS: MATERIALS NOT SHOWN OR SPECIFIED HEREIN SHALL BE AS SPECIFIED BY THE OWNER. SUBSTITUTIONS MUST BE VERIFIED IN WRITING BY THE OWNER. I. MATERIALS AND THE WORK: 1. STORE MATERIALS TO PREVENT VANDALISM OR DETERIORATION AND AS DIRECTED BY THE OWNER. 2. PROTECT MATERIALS BEFORE, DURING, AND AFTER INSTALLATION. J. GLEANING: EACH CONTRACTOR SHALL GLEAN HIS WORK, ADJACENT WORK AFFECTED BY HIS ACTIONS. AND HIS WORK AREA AS DIRECTED AND TO THE SATISFACTION OF THE OWNER. 02200 EARTHWORK IN ADDITION TO THESE DOCUMENTS, COMPLY WITH CIVIL AND/OR STRUCTURAL ENGINEERING DOCUMENTS, INCLUDING THE SOILS REPORT, AS DIRECTED BY THE OWNER. A. DUST: MOISTEN SURFACES TO CONTROL DUST TO THE OWNER'S SATISFACTION. B. FINISH GRADING: 1. TOLERANCES: 0.1 FOOT OF THE INDICATED GRADE. 2. MAKE FINISH GRADE SMOOTH, UNIFORM, AND FREE OF ABRUPT GRADE CHANGES AND DEPRESSIONS TO INSURE SURFACE DRAINAGE. 3. SLOPE GRADES AWAY FROM BUILDINGS AT 1:48 (2%) MINIMUM SLOPE FOR AT LEAST FIVE FEET FHOM BUILDINGS. 0244-1 LANDSCAPE IRRIGATION SYSTEM A. EXPLANATION OF DRAWINGS: DUE TO THE SCALE OF THE DRAWINGS, IT IS NO POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES AND OTHER COMPONENTS, WHICH MAY BE REQUIRED. CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISH CONDITIONS AFFECTING THE WORK AND PLAN WORK ACCORDINGLY. FINISH SUCH FITTINGS AND COMPONENTS AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC MID INDICATIVE OF THE WORK TO BE INSTALLED. INSTALL THE WORK IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING, AND ARCHITECTURAL FEATURES. EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY. INSTALL SUCH EQUIPMENT WITHIN PLANTED AREA WHENEVER POSSIBLE. DO NOT WILLFULLY INSTALL IHRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN ENGINEERING. B. RECORD AND AS-BUILT DRAWINGS: PROVIDE OWNER WITH A REPRODUCIBLE SET OF "AS-BUILT DRAWINGS". FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. C. GUARANTEE: GUARANTEE THE LANDSCAPE IRRIGATION SYSTEM FOR A PERIOD OF ONE YEAR. PROVIDE A WRITTEN STATEMENT OF GUARANTEE TO INCLUDE, AT A MINIMUM: 1. IRRIGATION SYSTEM FURNISHED AND INSTALLED IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE WORK HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWING AND SPECIFICATIONS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT EXPECTED. 2. AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP, WHICH MAY DEVELOP DURING THE PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER. 3. MAKE SUCH REPAIRS OR REPLACEMENT WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE OWNER. IF UNABLE TO MAKE SUCH REPAIRS OR REPLACEMENT SAID REASONABLE TIME, AUTHORIZE THE OWNER TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT THE CONTRACTOR'S EXPENSE. CONTRACTOR TO PAY THE COST AND CHARGES THEREFORE UPON DEMAND. D. USE ALL MEANS NECESSARY TO PROTECT IRRIGATION SYSTEM MATERIALS BEFORE, DURING AND AFTER INSTALLATION, AND PBOTECT THE INSTALLED WORK AND MATERIALS OF ALL OTHER TRADES. IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY, TO THE APPROVAL OF THE OWNER AND AT NO ADDITIONAL COST TO THE OWNER. E. MINIMUM REQUIREMENTS FOR PIPING AND FITTINGS: 1. ASBESTOS CEMENT: CLASS 150, AWWA C400. 2. CAST-IRON Fln-lNGS FOR A.GP; ANSI 21.10AND AWWA G110 3. GALVANIZED STEEL: SCHEDULE 40, GALVANIZED MILD STEEL SCREWED PIPE. 4. GALVANIZED MALLEABLE IRON FITTINGS: ANSI B-16.3 5. HARD DRAWN COPPER TYPE K: ANSI B26.1 AND ASTM 888. 6. WROUGHT COPPER OR BRONZE SOLDER FITTINGS: ANSI B-16.22. SOLDER 50/50 TIN/LEAD, 7. PVC CONSTANT PRESSURE MAIN LINE PIPING 2 INCHES AND LARGER: RUBBER-RING JOINT, PVC CLASS 160; SOLVENT WELD JOINT, PVC GLASS 315. 8. PVC CONSTANT PRESSURE MAIN LINE PIPING 1-'12 INCHES AND SMALLER: SOLVENT WELD JOl~IT, PVC CLASS 200, SCHEDULE 40 WHERE INDICATED. 9. PVC INTERMITTENT PRESSURE LATERAL LINE PIPING: SOLVENT WELD JOINT, PVC 200, SCHEDULE 40 WHERE INDICATED. 10.PVC FITTINGS: PVC SCHEDULE 40 SOLVENT WELD AND FACTORY MANUFACTURED, OR SCHEDULE 40 WITH RUBBER RING JOINT. C:\DRA'IIING FJLES\THLE 8/-!EETS\CLSB·IP.DWG REVISED: 4/3_!2012 F. PVC PIPING: 1. INSTALL PVC PURPLE PLASTIC PIPE AND FITTINGS BELOW GRADE. 2. PVC PIPE: NFS-APPROVED TYPE I, GRADE I COMPOUND CONFORMING TO ASTM D 1784. 3. PVC SCHEDULE 40 AND SCHEDULE 80 PIPE: ASTM D 2466. 4. PVC GLASS 160, CLASS 200, AND GLASS 315 SOLVENT WELD AND RING-TITE PIPE: ASTM D 2241. 5. PVC SOLVENT CEMENT: ASTM D 2564. 6. UVR-PVC: WHERE GALLED FOR, ON GRADE PIPE SHALL BE UVR-PVG PIPE ANCHORED @ 10 FEET INTERVALS. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. G. GATE VALVES AND VALVE BOXES. 1. USE GATE VALVES OF THE SAME SIZE AS THE PIPE LINES IN WHICH THEY ARE INSTALLED, 2. FOR SIZES 2 INCHES AND SMALLER: 150 POUND SATURATED STEAM RATED; BRASS BODY ASHA B 62; SCREW JOINTS; NON-RISING STEM; SCREWED BONNET; SOLID DISC; MALLEABLE IRON "TEE" HANDLE OR HAND WHEEL. 3. FOR SIZES 2-·J/2 INCHES AND LARGER: 200 POUND 0.W.G.; IRON BODY ASTM A 126 CLASS B; FLANGED JOINTS; NON-RISING STEM; BOLTED BONNET; DOUBLE DISC TYPE; EQUIPPED WITH SQUARE OPERATING NUT. 4. PROVIDE TWO OPERATING KEYS FOR VALVES BURIED 18 INCI-IES OR DEEPER. 5. VALVE BOXES: LOCK LID TYPE, ADJUSTABLE 8 INCHES 1.0. CONCRETE SLEEVE WITH CAST IRON LID IN PAVED AREAS. PURPLE PLASTIC WITH BOLT DOWN LID IN PLANTED AREAS. ALL SHALL BE MARKED WITH "PRV", "RVG", OR "GV" RESPECTIVELY, WITH CONTROL STATION NUMBERS FOR CONTROL VALVES STENCILED IN WHITE ON THE VALVE GOVER. H. BACKFLOW PREVENTION: 1. USE TYPE AS INDICATED ON THE DRAWINGS. 2. ALL PIPING BETWEEN POINT OF CONNECTION AND BACKFLOW PREVENTION UNIT TO BE OF MATERIAL AS REQUIRED BY LOCAL GODE AND/OR COUNTY HEALTH DEPARTMENT. I. CHECK VALVES: ANTI-DRAIN VALVES SHALL BE OF HEAVY-DUTY VIRGIN PVC OR BRASS CONSTRUCTION WITH F.I.P. THREAD INLET AND OUTLET. INTERNAL PARTS SHALL BE FIELD ADJUSTED AGAINST DRAIN OUT FROM 5 TO 40 FEET OF HEAD. THE ANTI-DRAIN VALVE, WHERE INDICATED ON PLANS, SHALL HAVE AN EXCESS FLOW FEATURE, WHICH AUTOMATICALLY STOP THE FLOW OF WATER WHEN IT EXCEEDS THE G.P.M. PRESET BY THE MANUFACTURER. THE ANTI-DRAIN VALVE SHALL AUTOMATICALLY RESET ITSELF WHEN THE WATER PRESSURE IS RELIEVED. ANTI-DRAl~I AND EXCESS FLOW VALVE SHALL BE SIMILAR TO VALGON ADV-XS, RAINBIRD SM-1, OR APPHOVED EQUAL. J. CONTROL WIRING: 1. USE DIRECT BURIAL COPPER WIRE AWG-U.F. 600 VOLT FOR CONNECTIONS BETWEEN THE AUTOMATIC CONTROLLER AND THE ELECTRIC CONTROL VALVES. NO WIRE SIZE LESS THAN #14. USE BLACK COLOR WIRE FOR PILOT, WHITE FOR COMMON. 2. 120 VOLT WIRE SHALL BE PER LOCAL GODE AS TO TYPE AND QUALITY. 3. INSTALL WIRING ALONG SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINES WHEREVER POSSIBLE. 4. WHERE MORE THAN ONE WIRE IS PLACED IN A TRENCH, TAPE WIRING TOGETHER AT TEN FOOT INTERVALS. 5. PROVIDE AN EXPANSION CURL WITHIN THREE FEET OF EACH WIRE CONNECTION. 6. MAKE SPLICES WITH SCOTCH-LOCK #3577 CONNECTOR SEALING PACKS OR PEN-TITE WIRE CONNECTORS. USE ONE SPLICE PER CONNECTOR SEALING PACK. FIELD SPLICES WILL NOT BE PERMITTED. K. SPRINKLER HEADS: 1. USE SPRINKLER HEADS OF THE SAME SJZE, TYPE, AND SAME RATE OF PRECIPITATION WITH THE DIAMETER (OR RADIUS) OF THROW, PRESSURE, AND DISCHARGE AS SHOWN ON THE DRAWINGS. 2. ALL SPRINKLER HEADS OF THE SAME TYPE TO BE OF Tl-IE SAME MANUFACTURER. 3. INSTALL IN THE RISER NIPPLE OF EACH IMPACT SPRINKLER ONE LINE SIZED VAL COM #ADV ANTI-DRAIN VALVE. L. WATER SUPPLY: 1. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH POINT OF CONNECTION. MAXIMUM GPM DEMAND SPECIFIED. VERIFY ALL PRESSURE ON SITE PRIOR TO CONSTRUCTION. M. ELECTfllGAL SUPPLY: 1. 120 VOLT ELECTRICAL POWER OUTLET FOR AUTOMATIC CONTROLLER TO BE PROVIDED BY OTHERS. MAKE REQUIRED CONNECTION OF AUTOMATIC CONTROLLER OUTLET. N. INSTALLATION: 1. PRIOR TO ALL WORK OF THIS SECTION, CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHERS TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. 2. VERIFY THAT THE IRRIGATION SYSTEM WILL BE INSTALLED IN STRICT ACCORDANCE WITH ALL PERTINE~IT CODES AND REGULATIONS, THE ORIGINAL DESIGN, THE REFERENCED STANDARDS, AND THE MANUFACTURER'S RECOMMENDATIONS. 3. VERIFY ALL FIELD CONDITIONS INCLUDING PROPERTY LINES, RIGHTS OF WAY, TRACT BOUNDARIES, EASEMENTS, AND ANY OTHER LEGAL OR PHYSICAL ELEMENT AS REQUIRED FOR THE SUCCESSFUL COMPLETION OF THE PROJECT. 4. TRENCHING a. PROVIDE A MINIMUM OF EIGHTEEN INCHES COVER FOR ALL PRESSURE SUPPLY LINES. b. PROVIDE A MINIMUM OF TWELVE INCHES COVER FOR ALL INTERMITTENT PRESSURE LATERAL LINES. c. PROVIDE A MINIMUM OF EIGHTEEN INCHES GOVER FOR ALL CONTROL WIRING. d. DO NOT BACKFILL TRENCHES UNTIL ALL REQUIRED TESTS ARE PERFORMED. e. CAREFULLY BACKFILL TRENCHES WITH APPROVED MATERIAL. UNSUITABLE MATERIAL, INCLUDING CLODS AND ROCKS OVER 2 1/," IN SIZE, SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF LEGALLY, AT NO COST TO THE OWNER. 5. TRENCHING AND BACKFILL UNDER PAVING: a. ALL PIPE UNDER PAVED AREAS TO BE PVC SCHEDULE 40 INSTALLED PRIOR TO PAVING. b. IN ADDITION TO CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, INSTALL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS PRIOR TO PAVING. c. BACKFILL TRENCHES WITH SIX INCHES OF SAND BELOW PIPE AND THREE INCHES ABOVE PIPE AND COMPACT IN LAYERS TO 95% RELATIVE COMPACTION. d. PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO PAVING WORK. e. PIPING REQUIRED UNDER EXISTING PAVEMENT SHALL BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING EXCEPT THAT NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER ASPHALTIG CONCRETE PAVEMENT f. WHERE CUTTJNG OR BREAKING OF EXISTING PAVEMENT IS NECESSARY, SECURE PEFlMISSION FROM THE OWNER BEFORE GUTTING OR BREAKING THE PAVEMENT AND THEN MAKE ALL NECESSARY REPAIRS AND REPLACEMENTS TO THE APPROVAL OF THE OWNER AND AT NOT ADDITIONAL COST TO THE OWNER. 6. IN ADDITION TO CONTROL WIRE SLEEVES SHOWN ON THE DRAWING, INSTALL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS PfllOR TO PAVING. 7. ELECTRIC CONTROL VALVES: a. INSTALL VALVES AS SHOWN IN THE DRAWINGS. WHEN GROUPED TOGETHER, ALLOW AT LEAST TWELVE INCHES (12") BETWEEN VALVES, MINIMUM SIX INCHES (6") FROM ANY WALK OR STRUCTURE. b. INSTALL EACH VALVE IN A SEPARATE VALVE BOX. VALVE BOXES INSTALLED NEAR WALKS, CURBS, HEADER BOARDS, OR PAVED AREAS SHALL ABOUT AND SET FLUSH WITH THE TOP OF THESE SURFACES. c. QUICK COUPLING VALVES SHALL BE SET APPROXIMATELY TWELVE INCHES (12") FROM WALKS, CURBS, HEADER BOARDS, OR PAVED AREAS, WHERE APPLICABLE. 2. FLUSH IRRIGATION SYSTEM PIPING PRIOR TO INSTALLATION OF SPRINKLERS HEADS. 3. INSTALL THE SPRINKLER HEADS AS DESIGNED ON THE DRAWINGS. DO NOT EXCEED MAXIMUM SPACING OF HEADS INDICATED ON DRAWINGS AND IN NO GASE EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER. 0. FIELD QUALITY CONTROL: 1. FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, AND BUILDINGS AS MUCH AS POSSIBLE. SELECT THE BEST DEGREE OF ARC TO FIT EXCITING SITE CONDITIONS. 2. SET ALL SPRINKLERS HEADS PERPENDICULAR TO FINISHED GRADES UNLESS OTHERWISE DESIGNATED ON THE DRAWINGS. 3. TESTING OF IRRIGATION SYSTEM: a. BEFORE TESTING, FILL THE LINE WITH WATER FOR A PERIOD OF AT LEAST 24 HOURS. b. PERFORM COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT TO VERIFY IF THE WATER COVERAGE FOR PLANTING AREAS IS COMPLETE AND ADEQUATE. c. TEST ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH, AND PROVE WATERTIGHT. SUSTAIN PRESSURE IN LINES FOR NOT LESS THAN (2) HOURS. IF LEAKS DEVELOP, REPLACE JOINTS AND REPEAT TEST UNTIL ENTIRE SYSTEM IS PROVEN WATERTIGHT. d. PRESSURE TEST ALL PIPING UNDER PAVED AREAS UNDER HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH, AND PROVE WATERTIGHT, PRIOR TO PAVING. e. ALL HYDROSTATIC TESTS SHALL BE MADE ONLY IN THE PRESENCE OF THE LANDSCAPE ARCHITECT OR OTHER DULY AUTHORIZED REPRESENTATIVE OF THE OWNER. DO NOT PLACE BACKFILL UNTIL TESTS HAVE BEEN APPROVED. f. FURNISH NECESSARY FORGE PUMP AND ALL OTHER TEST EQUIPMENT. g. UPON COMPLETION OF EACH PHASE OF WORK, TEST AND ADJUST ENTIRE SYSTEM TO MEET SITE REQUIREMENTS. 4. THE ENTIRE SPRINKLER IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION FOR A PERIOD OF SEVEN (7) DAYS PRIOR TO PLANTING. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO WAIVE OR SHORTEN THE OPERATION PERIOD. 02950 LANDSCAPE PLANTING A. SOIL SUITABILITY AND FERTILITY ANALYSES REPORT: 1. IN ADDITION TO THESE DOCUMENTS, COMPLY WITH THE RECOMMENDATIONS OF THE SOIL SUITABILITY AND FERTILITY ANALYSES REPORT, AS DIRECTED BY THE OWN ER. 2. WHERE NO SOILS REPORT IS AVAILABLE, OBTAIN AN AGRONOMIC SOIL TEST AFTER ROUGH GRADING HAS BEEN COMPLETED. SOIL TEST SHALL BE MADE BY THE BUTLER'S MILLS ING., SAN DIEGO, GA (619) 263-6181 AT THE OWNER EXPENSE. SEND COPY OF THE SOILS FlEPORT AND RECOMMENDATIONS TO THE LANDSCAPE ARCHITECT. REPORT SHALL INCLUDE SPECIFIC RECOMMENDATIONS FOR: a. SOIL AMENDMENT, FERTILIZER AND CHEMICAL CONDITIONER APPLICATIONS RATES FOR SOIL PREPARATION. b. PLANT PIT BACKFILL MIX. c. AUGER HOLE REQUIREMENTS (WHERE APPLICABLE). d. POST-PLANTING MAINTENANCE FERTILIZATION. B. QUALITY ASSURANCE: 1. FURNISH PLA~IT MATERIALS CERTIFIED BY STATE OR FEDERAL DEPARTMENT OF AGRICULTURE TO BE FREE FROM HAZARDOUS INSECTS OR APPARENT DISEASE. 2. FURNISH PLANT MATERIALS INSPECTED BY LANDSCAPE ARCHITECT AT THE GROWING SITE AND TAGGED OR OTHERWISE APPROVED FOR DELIVERY. INSPECTION AT GROWING SITE DOES NOT PRECLUDE RIGHT OF REJECTION AT CONSTRUCTION SITE. C. SUBMITTALS: 1. SUBMIT DELIVERY SLIPS FOR MATERIALS TO THE OWNER TO VERIFY SPECIFIED QUANTITIES OF SOIL AMENDMENTS, FERTILIZERS, MULCH OR ANY OTHER BULK DELIVERIES. 2. SEED MIXTURE: FURNISH DEALER'S GUARANTEE STATEMENT OF COMPOSITION, MIXTURE, PURITY AND GERMINATION. D. PRODUCT DELIVERY, STORAGE AND HANDLING. 1. DELIVER FERTILIZER TO SITE IN ORIGINAL UNOPENED CONTAINERS BEARING MANUFACTURER'S GUARANTEED CHEMICAL ANALYSIS, NAME, TRADEMARK AND CONFORMANCE TO STATE LAW. 2. DELIVER PLANT MATERIAL WITH LEGIBLE IDENTIFICATION LABELS. 3. PROTECT PLANT MATERIAL DURING DELIVERY AND WHILE ON SITE TO PREVENT DAMAGE TO ROOT BALL OR DESECRATION OF LEAVES. 4. MAINTAIN AND PROTECT PLANT MATERIAL NOT BE PLANTED WITHIN FOUR HOURS OF DELIVERY. 5. REMOVE UNACCEPTABLE PLANT MATERIAL FROM JOG SITE IMMEDIATELY. E. JOB CONDITIONS: 1. PERFORM ACTUAL PLANTING ONLY WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTABLE PRACTICE. F. SUBSTITUTIONS: 1. SUBSTITUTE PLANT MATERIAL FOR THE INDICATED PLANT MATERIAL WILL NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. G. GUARANTEE: 1. GUARANTEE BOXED AND FIELD GROWN TREES TO "LIVE AND GROW" IN AN "ACCEPTABLE, UPRIGHT POSITION" FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD AND FINAL ACCEPTANCE. DEFINITION OF "LIVE AND GROW" AND "ACCEPTABLE, UPRIGHT POSITION" SHALL MEAN THAT THE TREE MUST, DURING THE GUARANTEE PERIOD, SUSTAIN A HEALTHY AND VIGOROUS APPEARANCE. IF THE TREE, DURING THIS GUARANTEE PERIOD, DOES NOT SUSTAIN THIS APPEARANCE, REMOVE AND REPLACE IT WITH A TREE EQUAL TO THE ORIGINAL SPECIFICATIONS. REPLACE OR REPAIR ANY DAMAGE TO CONTIGUOUS PLANTING, STRUCTURES, LIGHTING OR IRRIGATION SYSTEMS DURING REPLACEMENT OPERATIONS. 2. GUARANTEE ALL CUTTINGS, SOD AND CONTAINER PLANT MATERIAL UP TO AND INCLUDING 15-GALLON SIZE AS TO GROWTH AND HEALTH FOR PERIOD OF 90 DAYS AFTER THE COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD MID FINAL ACCEPTANCE. 3. REMOVE AND REPLACE ALL GUARANTEE PLANT MATERIALS FOR WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE WITHIN 15 DAYS OF WRITTEN NOTIFICATION BY THE OWNER. REPLACE WITH PLA~IT MATERIAL ORIGINALLY SPECIFIED AND PROVIDE ORIGINAL GUARANTEE. H. PLANT ESTABLISHMENT PERIOD: MINIMUM 90 CALENDAR DAYS TO BE COMPLETED BEFORE THE LANDSCAPE ARCHITECT WILL RECOMMEND ACCEPTANCE BY THE OWNER. I. TOPSOIL: 1. USE NATURAL FRIABLE SOIL OF REGION, FREE FROM LUMPS, GLAY, TOXIC SUBSTANCES, STICKS, DEBRIS, VEGETATION, STONES OVER ONE INCH IN MINIMUM DIMENSION AND CONTAINING NO DISCOMPOSE STONE, SALTS, ALKALI, HERBICIDES OR NOXIOUS WEEDS. 2. SILT PLUS GLAY CONTENT NOT TO EXCEED 15% BY WEIGHT. 3. BORON CONTENT NOT TO EXCEED 1 PPM AS MEASURED BY THE SATURATION EXTRACT. 4. SODIUM ABSORPTION RATIO (SAR) NOT TO EXCEED SIX AND ELECTRICAL CONDUCTIVITY OF THE SATURATION EXTRACT NOT TO EXCEED 3.0 MIWMOLES PER CENTIMETER AT 25 DEGREES CENTIGRADE. 5. IMPORT TOPSOIL: FURNISH AND INSTALL PER RECOMMENDATIONS OF SOIL REPORT. J. ORGANIC AMENDMENT: 1. NITROGEN STABILIZED: a. 0.4 TO 0.6% N BASED ON DRY WEIGclT FOR REDWOOD SAWDUST. b. 0.56 TO 0.84% N BASED ON DRY WEIGHT FOR FIR OR CEDAR SAWDUST. c. 0.8 TO 1.2% N BASED ON DRY WEIGHT FOR FIR OR PINE BARK. 2. PARTICLE SIZE: a. 95-100% PASSING 6.35MM (1/4) STANDARD SIEVE. b. 80-100% PASSING 2.38MM (NO. 8, 8MESH) STANDARD SIEVE. c. 0-30% PASSING 500 MICRON (NO. 35, 32 MESH) STANDARD SIEVE. 3. SOLUBLE SALTS: a. MAXIMUM 3.5 MILLIMOLES/CENTIMETER@ 25 DEGREES CENTIGRADE AS DETERMINED BY THE SATURATION EXTRACTION METHOD. K. ORGANIC SOIL CONDITIONER WITH FERTILIZER: 1. USE GRO-POWER-PLUS AS MANUFACTURED BY SOUTHERN CALIFORNIA ORGANIC FERTILIZER CO. (213) 245-6849. L. COMMERCIAL FERTILIZER: 1. USE COMMERCIAL FERTILIZER, UNIFORM IN COMPOSITION, FREE FLOWING, CONFORMING TO STATE AND FEDERAL LAWS, AND SUITABLE FOR APPLICATION WITH EQUIPMENT DESIGNED FOR THAT PURPOSE. 12-12-12 UNLESS OTHERWISE INDICATED. 2. WHERE INDICATED, USE AGRIFORM PLANT TABS 20-15-5, 21 GRAM TABLETS AT RATE PRESCRIBED IN MANUFACTURER'S WRITTEN SPECIFICATION. M. PLANT MATERIAL: 1. USE PLANTS OF VARIETY AND SIZE AS INDICATED ON DRAWINGS. 2. TAG ONE EACH OF EACH BUNDLE OR LOT WITH THE PLANT NAME IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. 3. USE PLANTS THAT HAVE A HABIT OF GROWTH THAT IS NORMAL TO THE SPECIES, ARE SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECT PESTS, PLANT DISEASES, SUN SCALDS, FRESH ABRASIONS OF THE BARK, EXCESSIVE ABRASIONS OR OTHER OBJECT IONAL DISFIGUREMENTS. TREE TRUNKS TO BE STURDY AND WELL HARDENED OFF. 4. USE PLATS WHICH HAVE NORMALLY WELL DEVELOPED BRANCH SYSTEMS AND VIGOROUS AND FIBROUS ROOT SYSTEMS WHICH ARE NOT ROOT OR POT BOUND. ~I. TREE STAKES: (REFER TO DRAWINGS FOR APPROPRIATE TYPE/CONDITION) 1. COPPER NAPHTHANATE GREEN COLOR IMPREGNATED LODGE POLE PINE: a. 10 FEET LONG FOR 5 GALLON AND 15 GALLON. b. 12 FEET LONG FOR 24 BOX AND LARGER. 2. STEEL PIPE STAKES: a. 2", (2-3/8" O.D.) SCHEDULE 40 GALVANIZED STEEL PIPE. b. 10'-6' LONG WITH CAP. PAINT FLAT BLACK. 3. TREE TIES: a. SINGLE STAKE: CINCH-TIE AS MANUFACTURED BY V.I.T. COMPANY. b. DOUBLE STAKE: TWIST-BRAGE AS MANUFACTURED BY V.I.T. COMPANY. 0. VINE TIES: 1. CLEAR PLASTIC DISC WITH EYE TO RECEIVE GREEN PLASTIC COVERED VINE TIES. SECURE DISC TO SURFACE WITH APPROVED ADHESIVE. P. HERBICIDES: 1. PRE-EMERGENT AND/OR CONTACT HERBICIDES TO BE PROVIDED AND APPLIED ONLY AS PER THE RECOMMENDATIONS OF A LICENSED PEST CONTROL AGENT. Q. GRAVEL SUMPS: 1. ¾" T01' DIAMETER SHARP CRUSHED ROCK GAAi/EL. R. SOIL PREPARATION MIX: 1. FOR ALL TURF AND GROUND COVER AREAS (EXCLUDING SLOPES OVER 3:1). 2. MIXTURE PER 1000 S.F.: a. 6 CUBIC YARDS NITROGEN STABILIZED OHGANIC AMENDMENT. b. 15 POUNDS 12-12-12 COMMERCIAL FERTILIZER. c. 200 POUNDS AGRICULTURAL GYPSUM. S. BACKFILL SOIL MIX: 1. TOPSOIL: (USE IMPORT TOPSOIL WHEN REQUIRED BY SOILS REPORT) 6 PARTS BY VOLUME. 2. ORGANIC AMENDMENT: 4PARTS BY VOLUME. 3. AGRIFORM FERTILIZER TABLETS: a. PER EACH 15 GALLON PLANT -4 TABLETS. b. PER EACH 5 GALLON PLANT -3 TABLETS. c. PER EACH 1 GALLON PLANT -1 TABLET. d. BOX TREES -1 TABLET PER 1/, TRUNK CALIPER. T. PREPARATION: 1. VERIFY THAT FINAL GRADES HAVE BEEN ESTABLISHED PRIOR TO BEGINNING PLANTING OPERATIONS. 2. DO NOT WORK SOIL WHEN MOISTURE CONTENT IS SO GREAT THAT EXCESSIVE COMPACTION WILL OCCUR NOR WHEN IT IS SO DRY THAT DUST WILL FORM IN THE AIR OR THAT CLODS WILL NOT BREAK READILY. APPLY WATER AS REQUIRED TO PROVIDE IDEAL MOISTURE FOR FILLING MID FOR PLANTING. 3. REMOVE AND DISPOSE OF ALL WEEDS AND BURIED DEBRIS FOUND UPON ANY EXCAVATION TO ANY CONVENIENT LEGAL DUMP OR OFFSITE LOCATION AT NO EXPENSE TO THE OWNER. 4. MAKE ALL SOIL AREAS SMOOTH AND EVEN WITH FINISH GRADES 1" BELOW THE SURFACE OF WALKS, PAVED AREAS AND CURBS AND SLIGHTLY LESS THAN FLUSH WITH GATCH BASINS, MANHOLES, CLEANOUTS, VALVE BOXES AND SIMILAR FEATURES. 5. CULTIVATE ALL AREAS TO BE PLANTED (EXCEPT SLOPES GREATER THAN 3:1) TO A DEPTH OF AT LEAST 6" SO THAT THE SOIL IS LOOSE AND FRIABLE. FOR THE TOP 2" OF SOIL l~I ALL CULTIVATED AREAS, REMOVE ALL STONES, ROOTS, AND OTHER DELETERIOUS MATTER, WHICH MIGHT BE HINDRANCE TO PLANTING AND MAINTENANCE. 6. FOR PLANTING AREAS, UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATE TO A DEPTH OF 4" SOIL AMENDMENTS BY MEANS OF ROTOTILLER OR ACCEPTED EQUAL. U. PLANTING: 1. DO NOT COMMENCE PLANTING UNTIL ALL CONSTRUCTION WORK, GRADING, SOIL IMPROVEMENTS AND IRRIGATION SYSTEMS INSTALLATION HAVE BEEN COMPLETED. 2. WHEN PLANT MATER/AL IS SPACE IN ROWS, VERIFY THE TOTAL DIMENSION AND SPACE PLANTS EQUALLY WITHIN THE DESIGNATED AREA. WHERE PLANT MATERIAL IS SHOWN IN A RANDOM PATTERN, SPACE THE MATERIAL AS SHOWN IN THE DRAWINGS AND AS DIRECTED BY THE LAND ARCHITECT. SPACE GROUND COVER PLANTING AS INDICATED IN A RANDOM PATTEF!N AND NOT IN STRAIGHT ROWS. 3. EXCAVATE PLANT PITS AS INDICATED ON DRAWINGS. 4. PROVIDE GRAVEL FILLED AUGER DRILLED DRAINAGE SUMPS FOR ALL TREES AS INDICATED ON THE DRAWINGS. SEE PLANT DETAILS FOR NUMBER AND SIZE. 5. SET PLANTS IN PLANT PITS SO THAT THEY BEAR THE SAME RELATION TO SOIL LEVEL WHEN PLA~ITED AS THEY DID WHEN IN CONTAINER. CENTER PLANT IN PIT. 6. BACKFILL PLANT PIT WITH SPECIFIED MIX. BACKFILL PIT WITH SOIL MIX TO HALF ITS DEPTH AND WATER THOROUGHLY. BACKFILL REMAINDER OF PIT WITH SOIL MIX. FIRM DOWN ELIMINATING ALL AIR POCKETS. DO NOT PACK. FORM A SHALLOW BASIN AROUND THE PLANT TO HOLD ENOUGH WATER TO SATURATE THE ROOT BALL AND BACKFILL. WATER PLANTS IN IMMEDIATELY AFTER PLANTING. 7. FILL ALL PLANTERS WITH BACKFILL SOIL MIX TO WITHIN 2' OF TOP. 8. IMMEDIATELY AFTER PLANTING OPERATIONS ARE COMPLETE, ALL BEADS AND PITS SHALL BE DRESSED SO AS TO ACHIEVE A NEAT AND PRESENTABLE APPEARANCE. V. STAKING OF TREES: 1. SINGLE STAKE: a. STAKE TREES DESIGNATED TO BE STAKE, AS PER DETAIL, WITH STAKE ON WINDWARD SIDE TO TREE. b. SET TREES IN PLANT PIT, DRIVE ONE TREE STAKE 30" TO FIRM SOIL NEXT TO ROOT BALL, BACKFILL PIT WITH PREPARED SOIL MIX. c. SECURE TREE TO STAKE WITH TWO "CINCH-TIES" PER MANUFACTURER'S RECOMMENDATIONS. 2. DOUBLE STAKE: a. SET TREES IN PLANT PIT, DRIVE ONE LODGEPOLE TREE STRAKE TO FIRM SOIL NEXT TO THE ROOT BALL ON EACH SIDE AND BACKFILL PIT WITH PREPARED SOIL MIX. b. SECURE TREE TO STAKES WITH "TWIST-BRAGE" PER MANUFACTURER'S RECOMMENDATION. W. PRUNING: 1. PRUNE PLANTS ONLY AT THE TIME OF PLANTING AND ACCORDING TO STANDARD HORTICULTURAL PRACTICE TO PRESERVE THE NATURAL CHARACTER OF THE PLANT. PRUNING TO BE DONE UNDER SUPERVISION OF THE LANDSCAPE ARCHITECT. REMOVE DEAD WOOD, SUCKERS AND BROKEN OR BADLY BRUISED BRANCHES. TREES, WHICH HAVE DAMAGE OR CROOKED LEADERS, UNLESS SPECIFIED, SHALL BE REJECTED. USE ONLY CLEAN, SHARP TOOLS. PAINT GUTS OVER %" DIAMETER, COVERING EXPOSED AREAS WITH TREE PAINT. ?i-cvf?=t't!o7£ ~'~r· ;f,v;(l7fc,.c:-.-; /»v• 703 16111 Street, Suite 100 m.La, s ·,: ) San Diego, California 92101 tel (619)296-3150 fax (619) 501-7725 www.mlasd.com APPROVED FOR IRRIGATION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" ACE___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE r::-:-.,,-;---c-:-+--:-+----------------l--+---+----+----------l I sH:ET I c11-v oF CARLSBAD I sH~ETS I 04.01 .14 3rd CD SUBMITTAL REVISIONS PLANNING DIVISION ~==----==========='----'==~ 05.02.14 4th CD SUBMITTAL REVISIONS SPECIFICATIONS FOR 05.21.14 FINAL GD SUBMITTAL BEACHWALK AT JUNIPER APPROVED: /<z,i.{_ [ t:r-~lt..;-tf-r,. Z.'§,/-+ PLANNING DATE JNITIAL DESIGNER OF WOFl.K REVISION DESCRIPTION OWN BY: CLS PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL GHKD BY: DWM OTHEH APPHOVAL CITY APPROVAL RVWD BY: SOP 13-04 481-2L 02499 PLANT ESTABLISHMENT AND MAINTENANCE A. PLANT ESTABLISHMENT: 1. THE PLANT ESTABLISHMENT PERIOD SHALL BE FOR A MINIMUM PERIOD OF 90 CALENDAR DAYS AND SHALL BE COMPLETED BEFORE THE LANDSCAPE ARCHITECT WILL RECOMMEND ACCEPTANCE OF THE CONSTRUCTION CONTRACT BY THE OWNER. 2. PLANT ESTABLISHMENT PERIOD WILL BE EXTENDED BEYOND THE SPECIFIED PERIOD WHEN PLANTINGS HAVE NOT REACHED ESTABLISHMENT IN ACCORDANCE WITH THE SPECIFICATIONS. ANY DECISIONS REGARDING ADEQUACY OF PLANT ESTABLISHMENT SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. 3. PRIOR TO COMPLETION OF THE ESTABLISHMENT PERIOD, GROUND COVERS AND TURF GRASSES SHALL CONSIST OF A UNIFORM COVER WHERE A MINIMUM OF 80 PERCENT OF THE SEED GERMINATION PERCENTAGE CERTIFIED BY THE SEED SUPPLIER HAS GERMINATED AND PRESENTS A HEALTHY, VIGOROUS COLOR AND SHALL EXHIBIT GROWTH TO A MINIMUM OF ONE INCH IN HEIGHT. 4. GROUND COVERS PLANTED FROM FLATS AND ROOTED CUTTINGS SHALL NOT EXHIBIT DIE-BACK AT COMPLETION OF THE ESTABLISHMENT PERIOD. 5. TREES AND SHRUBS AT COMPLETION DF THE ESTABLISHMENT PEF!IOD SHALL NOT SHOW DIE-BACK. 6. ANY SEEDED AREA, WHICH HAS NOT DEVELOPED ACCEPTABLY IN JUDGMENT OF THE LANDSCAPE ARCHITECT, SHALL BE RESEEDED BY THE CONTRACTOR. NO COMPENSATION SHALL BE MADE FOR RESEEDING AREAS WHERE SEED HAS NOT GERMINATED AND GROWN. 7. SHRUBS AND TREES, WHICH ARE DEAD OR SHOW EVIDENCE OF DIE-BACK SHALL BE REPLACE BY THE CONTRACTOR WITH NEW, VIGOROUS, AND HEALTHY PLA~ITS. B. MAINTENANCE: 1. THE CONTRACTUAL MAINTENANCE PERIOD SHALL EXTEND FOR 90 CALENDAR DAYS FROM THE DATE OF ACCEPTANCE OF THE CONSTRUCTION CONTRACT BY THE OWNER. 2. DURING THE SPECIFIED MAINTENANCE PERIOD THE PROJECT WILL BE MADE AVAILABLE FOR THE OWNER'S USE. THE CONTRACTOR SHALL CONDUCT HIS MAINTENANCE OPERATIONS IN SUCH A MANNER AS TO MINIMIZE INCONVENIENCE TO THE OWNER. 3. IT IS THE l~ITENT OF THIS SECTION TO PROVIDE A LEVEL OF MAINTENANCE THAT WILL PRESENT A PLEASING AND DESIRABLE APPEARANCE AT ALL THE TIMES. 4. TURF MAINTENANCE: a. MOW ALL TURF AREAS WEEKLY, OR AS NEEDED TO MAINTAIN THE HEIGHT AS SPECIFIED. THE BORDERS SHALL BE NEATLY EDGED. TRIM TURF AROUND SPRINKLER HEADS AS NEEDED TO MAXIMIZE WATER COVERAGE. REMOVE ALL CUTTINGS. b. MOW TURF TO THE FOLLOWING MINIMUM HEIGHTS: 1.1-3/4" (OCTOBER THROUGH MAY) 2. 2-1/4" (JUNE THROUGH SEPTEMBER) c. IRRIGATE TURF AS NECESSARY TO MAINTAIN PROPER GROWTH RATE AND OPTIMUM APPEARANCE. d. MAINTAIN TURF AREAS IN A WEED-FREE CONDITION. APPLY A PRE-EMERGENT CRABGRASS CONTROL TO ALL TURF AREAS BETWEEN FEBRUARY 15 AND APRIL 15 BEFORE SOIL EXCEEDS 45-49 DEGREES F. INITIATE CHEMICAL CONTROL OF BROADLEAF WEEDS AS REQUIRED TO MAINTAIN A WEED-FREE TURF CONDITION. e. ADJUST WATER APPLICATION TO COMPENSATE FOR CHANGES IN THE WEATHER. CONTRACTOR WILL BE RESPONSIBLE FOR DAMAGES OCCURRING DUE TO UNDER WATERING OR OVER WATEHING. I. ALL REPLACEMENTS SHALL BE MADE WITH ORIGINAL TYPE MATERIAL OR ALTERNATIVES APPROVED BY LANDSCAPE ARCHITECT. g. REPAIR OR REPLACEMENT OF EQUIPMENT DAMAGED AS A RESULT OF THE CONTRACTOR'S NEGLIGENCE SHALL BE REPORTED PROMPTLY TO THE OWNER. h. ALL SYSTEMS SHALL BE OPERATIONALLY CHECKED BY THE CONTRACTOR A MINIMUM OF ONCE A WEEK. i. IRRIGATION SHALL BE ACCOMPLISHED BETWEEN 1 O P.M. AND 7 A.M. IRRIGATION SCHEDULE AT OTHER TIMES SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT. 5. GENERAL MAINTENANCE: a. VEGETATION, EITHER NOW OR PREVIOUSLY EXISTING, SHALL BE PRUNED OR TRIMMED TO PREVENT OVERHANGING SIDEWALKS AT LEAST SEVEN FEET IN HEIGHT OR AT ROADWAYS AT LESS THAN FOURTEEN FEET IN HEIGHT. b. ALL OPERATIONS SHALL BE CONDUCTED SO AS TO PROVIDE MAXIMUM SAFETY TO THE PUBLIC. c. LEAVES, PAPER, WEEDS AND ANY OTHER DEBRIS SHALL BE REMOVED FROM LANDSCAPE AREAS AND DISPOSED OF OFF-SITE BY THE CONTRACTOR. d. CONTRACTOR WILL CLEAN SIDEWALKS, ROADWAYS, AND ANY OTHER AREAS AFFECTED BY HIS MAINTENANCE OPERATIONS. e. NOTIFICATION OF ALL "SPECIALTY TYPE" MAINTENANCE OPERATIONS SHALL BE GIVEN TO THE OWNER 48 HOURS PRIOR TO EACH OF THE OPERATIONS BY THE CONTRACTOR. SPECIALTY TYPE" MAINTENANCE OPERATIONS ARE DEFINED AS: FERTILIZATION, PRE-EMERGENT APPLICATIONS OF HERBICIDES, TURF AERATION, TURF DETACHING, PREVENTIVE APPLICATION OF TURF FUNGICIDE AND ANNUAL TYPE BEDDING PLANT REPLACEMENTS. f. WHENEVER HERBICIDES ARE USED, CONTRACTOR SHALL APPLY THEM WHEN AIR CURRENTS ARE STILL, TO PREVENT PESTICIDE DRIFT ONTO A JOINTING PROPERTY AND NON-TARGETED PLANTING AND TO PREVENT ANY TOXIC EXPOSURE TO PERSONS WHETHER OR NOT THEY ARE IN OR ON THE PROPERTY. g. CONTRACTOR SHALL COMPILE AND MAINTAIN "AS-BUILT" DRAWINGS OF ALL WORK INCLUDING IRRIGATION SYSTEMS AND INCLUDING ACCURATE LOCATIONS AND SERIAL NUMBERS OF ALL MAJOR COMPONENTS. A COMPLETE SET OF "AS-BUILT" DRAWN IN INK ON A REPRODUCIBLE MEDIUM SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT BEFORE ACCEPTANCE OF THE PROJECT. "AS-BUILT" SHALL BE COMPLETE AND ACCURATE TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. h. DURING THE CONTRACT PERIOD FOR CONSTRUCTION AND MAINTENANCE, THE CONTRACTOR SHALL PAY THE COST OF ALL WATER AND ELECTRICITY. REQUIRED PERMITS FOR WATER AND ELECTRICITY SHALL BE HELD IN THE NAME OF THE CO~ITRACTOR DURING THE CONSTRUCTION AND MAINTENANCE PERIOD. AT COMPLETION OF THE MAINTENANCE PERIOD, UTILITY BILLINGS SHALL BE TRANSFERRED TO THE NAME OF THE OWNER AND ANY PROPORTIONATE MONTHLY UTILITY BILLINGS SHALL BE PRO-RATED BASED ON METER READINGS. C:\DRAWING FJLES\rm.E SHEE[S•,GLSB-IP.DWG REVISED. 4/3/2012 03000 CONCRETE PAVING A. MINIMUM MATERIAL REQUIREMENTS: 1. CEMENT: ASTM C-150-73A, TYPE II IF "LOW ALKALI" TESTED, BUT TYPE V IF SULFATE CONTENT OF SOIL GREATER THAN 0.2%. 2. STRENGTH: 2500 PSI AT 28 DAYS. 3. MAXIMUM SLUMP: 6%. 4. REBAR: ASTM-615-72, GRADE 40, 30 DIAMETER LAPS IN CONCRETE, WELD WITH LOW HYDROGEN RODS. 5. AGGREGATE: ASTM C-33, SIZE AND GRADED AS REQUIRED FOR DESIGNED MIX. B. CONCRETE COVER: I. 2" WHERE FORMED, 10-1/2" FROM TOP AND BOTTOM OF SLABS. 2. MINIMUM 3" OTHERWISE. C. FOOTING BEARING: 1. NATURAL OR COMPACTED SOIL AS CERTIFIED BY SOILS ENGINEER. 3. PORTLAND CEMENT, AGGREGATES AND REINFORCEMENTS: EXCEPT AS MODIFIED HEREIN, CONTRACTOR SHALL CONFORM TO ALL APPLICABLE REQUIREMENTS OF THE STANDARD SPECIFICATIONS. a. PORTLAND CEMENT: CONFORM TO ASTM C150, TYPE II "LOW ALKALI TESTED", TYPICAL; TYPE V IF SULPHATE CONTENT OF SOIL LESS THAN 0.2%. b. COARSE AGGREGATE: i. AGGREGATE FOR REGULAR WEIGHT CONCRETE SHALL BE HARD, DURABLE, UNCOATED, WASHED, GRADED, CLEANED AND SCREENED, CRUSHED ROCK OR GRAVEL CONFORMING TO ASTM C33. ii. THE MAXIMUM SIZE AGGREGATE ALLOWED SHALL NOT BE LARGER THAN ONE-FIFTH OF THE NARROWEST DIMENSION BETWEEN SIDES OF FORMS OF THE MEMBER FOR WHICH THE CONCRETE IS NOT TO BE USED; NO LARGER THAN THREE-QUARTERS MINIMUM CLEAR SPACING BETWEEN REINFORCING BARS. COARSE AGGREGATE FOR SHALL NOT EXCEED¾ INCH. c. FINE AGGREGATE: i. CLEAN, HARD AND DURABLE SAND WITH UNCOATED GRAINS FREE FROM INJURIOUS AMOUNTS OF SILT. LOAM. CLAY OR OTHER DELETERIOUS MATTER. CONFORM TO ASTM C33 ii. GRADING: PERCENT PASSING SIEVE SIZE 95-100 # 4 45-70 # 16 15-30 # 50 03-08 # 100 d. REINFORCEMENTS: PROVIDE CERTIFIED MILL TEST REPORTS OF THE CHEMICAL AND PHYSICAL PROPERTIES OF REINFORCING BARS AND WELDED WIRE FABRIC. i. REINFORCING BARS: DEFORMED BILLET-STEEL BARS CONFORMING TO ASTM A615, GRADE 40 OR GRADE 60, FREE FROM RUST, SCALE, OR COATING THAT WILL REDUCE BOND. ii. WELDED WIRE FABRIC: CONFORM TO ASTM A1B5. TAGS DESIGNATING WIRE SIZE AND SPACING SHALL BE #6 X #6/6X6. 2. WATER: OWNER SHALL PROVIDE CLEAN, POTABLE, CONCRETE MIXING WATER FREE FROM INJURIOUS AMOUNTS OF SALTS, OILS, ACIDS, ALKALIS, ORGANIC MATERIALS OR OTHER DELETERIOUS MATTER. 3. DOWELS: PLAIN BILLET-STEEL BARS CONFORMING TO ASTM A615. 4. COLORING AGENTS: AS MANUFACTURED BY L.M.SCOFIELD, OR APPROVED EQUAL. COLOR AS SPECIFIED ON DRAWINGS. 5. EXPANSION JOINTS: a. PREMOLDED JOINT FILLER: NON-EXTRUDING AND RESILIENT FILLER (BITUMINOUS TYPE) CONFORMING TO ASTM Dl751. b. JOINT SEALANT: SONOLASTIC SEALANT TWO-PART MANUFACTURED BY SONNEBORN-CONTECH, BUILDING PRODUCT DIVISION, CONTECH INC. OR APPROVED EQUAL. BOND BREAl<ER TAPE TO BE AS RECOMMENDED BY SEALANT MANUFACTURE COLOR SHALL MATCH CONCRETE. 6. PRECAST CONCRETE: a. PRECAST CONCRETE SHALL BE USED WHERE INDICATED ON THE DRAWINGS AND MAY BE USED ELSEWHERE WITH APPROVAL OF LANDSCAPE ARCHITECT. PRECAST CONCRETE MUST EQUAL OR EXCEED THE SPECIFICATIONS FOR CONCRETE AS STATED HEREIN. PRECAST CONCRETE UNITS SHALL BE FABRICATED BE A REPUTABLE MANUFACTURE WHO SHALL SUBMIT CONCLUSIVE EVIDENCE OF SUCCESSFUL COMPLETION OF SIMILAR WORK, AND WHO HAS THE SKILL, CRAFTSMANSHIP AND EQUIPMENT TO FULLY COMPLY WITH THE DRAWINGS AND SPECIFICATIONS. b. SUBMIT SHOP DRAWINGS FOR ALL PRECAST CONCRETE ITEMS, AND SUBMIT SAMPLES AS SPECIFIED FOR CONCRETE HEREIN. c. ALL PRECAST CONCRETE ITEMS THAT ABOUT OR ARE ADJACENT TO CAST-IN-PLACE CONCRETE SHALL MATCH THE CAST-IN-PLACE CONCRETE IN COLOR AND TEXTURE AFTER THE CURING PERIOD UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL ALLOW AMPLE TIME FOR COORDINATION WORK, SUBMISSION AND APPROVAL OF SAMPLES SO THAT SUITABLE UNIFORMITY OF CONCRETE WORK IS OBTAINED. CHIPPED, OR DAMAGED PRECAST UNITS WILL NOT BE ACCEPTED. L. EXECUTION: 1. CONCRETE MIXES: a. PROPORTIONING AND MIXING OF CEMENT, AGGHEGATE, ADMIXTURE AND WATER TO ATTAIN REQUIRED PLASTICITY AND STRENGTH SHALL BE IN ACCORDANCE WITH THE ACI MANUAL OF CONCRETE MIXTURES. b. CONCRETE MIXTURES SHALL BE DESIGNED BY AN APPROVED COMMERCIAL TESTING LABORATORY AT NO EXPENSE TO THE OWNER. USE APPROVED MATERIALS FURNISHED BY THE CONTRACTOR TO OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS OF AGE. c. READY-MIX CONCRETE SHALL BE FROM A RECOGNIZED COMMERCIAL READY-MIX PLANT, COMFORMING TO ASTM C95. 2. LINE AND GRADE: a. ALL CONCRETE WORK SHALL BE TRUE TO LINE AND GRADE AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DRAINAGE ON ALL CONCRETE PAVING SURFACES. ANY DISCREPANCIES OR OMISSIONS ON DRAWINGS AND CONDITIONS ON THE SITE WHICH WILL PREVENT PROPER DRAINAGE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER OR THE OWNER'S REPRESENTATIVE EITHER VERBALLY, OR WRITING, FOR CORRECTION OR RELIEF BEFORE WORK PROCEEDS. b. FINISHED PAVING SURFACES SHALL NOT VARY MORE THAN •;. INCH MEASURED WITH A 10-FOOT METAL STRAIGHTEDGE, EXCEPT AT GRADE CHANGES. NO "BIRDS, BATHS" OR OTHER SURFACE IRREGULJ\R!TIES TO THE SATISFACTION OF THE OWNER'S CONSTRUCTION REPRESENTATIVE. 3. SUBGRADE PREPARATION: SUBGRADE SHALL BE SMOOTH, TRUE TO LINE AND GRADE AND TESTED FOR REQUIRED COMPACTION PRIOR TO START OF PLACING THE CONCRETE. DAMPEN SUBGRADE 24 HOURS BEFORE PLACEMENT. REROLL AS REQUIRED, TO SMOOTH, HARD, EVEN SURFACE OF 90% COMPACTION. WET FORMS TO TIGHTEN CRACKS. CONFORM TO ALL RECOMMENDATIONS OF THE SOILS ENGINEER REPORT, IF AVAILABLE, AND TO THE SPECIFICATIONS UNDER EAHTHWORK. 4. FORMWORK: a. FORMS SHALL BE CONSTRUCTED ACCURATELY TO DIMENSIONS, PLUMB AND TRUE TO LINE AND GRADE. FORMS SHALL BE SUBSTANTIAL, MORTAR TIGHT, BRACED AND TIED SO AS TO MAINTAIN POSITION AND SHAPE DUR/~IG PLACING OF REINFORCING AND CONCRETE. b. WAVY SURFACES AND BULGED WALLS OR SLAB SURFACES RESULTING FROM SETTLEMENT OR SPRINGING OF FORMWORK SHALL BE REJECTED. c. RECESSES: PROVIDE ALL REQUIRED RECESSES AND OPENINGS AS SHOWN ON THE DRAWINGS OR AS MAY BE DIRECTED BY THE OWNER'S REPRESENTATIVE. d. DETAIL WORK: CARE SHALL BE TAKEN IN ALL DETAILS OF FORMING, SETTING AND REINFORCING. EXCEPT WHERE TOOLED CORNERS ARE INDICATED, ALL EXPOSED CONCRETE FINISH WORK HAVE SMOOTH, EVEN SURFACES OF DENSE CONCRETE WITH CLEAN, SHARP ARISES AND OUTSIDE CORNERS. e. EARTH FORMS: EARTH FORMS MAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FIRM AND STABLE AND CONCRETE WILL NOT BE EXPOSED. EXCAVATIONS SHALL BE CUT NEAT WITH ACCURATE SIZES. ALL EXPOSED CONCRETE SHALL HAVE FORMS EXTENDING AT LEAST 6 INCHES BELOW FINISH GRADE. f. ACCURACY: FORMS SHALL BE CAREFULLY VERIFIED AND CHECKED FOR ALIGNMENT AND LEVEL AS THE WORK PROCEEDS. g. COORDINATION; AFTER FORMS HAVE BEEN PLACED AND APPROVED, CONTRACTOR SHALL SEE THAT ALL OTHER TRADES HAVE BEEN PROPERLY NOTIFIED AND ARE GIVEN SUFFICIENT TIME TO COMPLETE INSTALLATION OF THEIR WORK. PLACING OF REINFORCING STEEL SHALL PROCEED PROGRESSIVELY WITH WORK OF OTHER TRADES AND EACH SHALL ARRANGE THEIR SCHEDULES SO AS TO AVOID DISTURBING OR MOVING WORK ALREADY INSTALLED BY ONE TRADE TO ADMIT OF ANOTHER. EACH TRADE SHALL BE ENTIRELY HESPONSIBLE FOR PROPER INSTALLATION AND SECURING OF THE WORK DURING PLACING OF CONCRETE. h. FOOTINGS: BOTTOMS OF EXCAVATIONS FOR FOOTINGS OR FOUNDATIONS SHALL BE UNDISTURBED EARTH, FREE OF WATER, PROPERLY CLEANED PER REQUIREMENTS OF ACI BUILDING CODE. DO NOT PLACE CONCRETE ON UNCOMPACTED FILL. i. TIME IN PLACE: FORMS SHALL REMAIN IN PLACE LONG ENOUGH TO ALLOW CONCRETE TO SET PROPERLY. IN NOM CASE SHALL SUPPORTING FORMS OR SHORING BE REMOVED UNTIL CONCRETE HAS SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT AND OTHER LOADS UPON IT. 2. REINFORCEMENTS: a. ACCURATELY AND SECURELY FASTEN OR SUPPORT REINFORCEMENTS TO PREVENT DISPLACEIVIENT BEFORE OR DURING THE POURING. HANG FOOTING BARS FRO/vi FORMS. SUPPORT WIRE MESH WITH SUITABLE METAL CRADLES. b. CLEAN, BEND, AND PLACE REINFORCEME~IT IN ACCORDANCE WITH ACI MANUAL OF CONCRETE PRACTICE. c. REINFORCEMENTS SPLICES: WELDED WIRE FABRIC -ONE MESH MINIMUM. REINFORCEMENT BARS -30 BAR DIAMETER MINIMUM, EXCEPT AS OTHERWISE NOTED. 3. ANCHOR PLATES/INSERTS: ANCHOR PLATES, INSERTS AND OTHER ITEMS EMBEDDED IN CONCRETE SHALL BE ACCURATELY SECURED SO THAT THEY WILL NOT BE DISPLACED DURING PLACING OF CONCRETE. 4. CONDUIT: DO NOT EMBED PIPING, OTHER THAN ELECTRICAL CONDUIT IN STRUCTURAL CONCRETE. LOCATE CONDUIT TO MAINTAIN THE STRENGTH OF STRUCTURES AT MINIMUM. VERIFY SIZE, LENGTH AND LOCATION OF ELECTFl/CAL CIRCUIT. 5. CONVEYING CONCRETE: 02515 PORTLAND CEMENT CONCRETE PAVING A. REQUIREMENTS OF REGULATORY AGENCIES: ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF SAFETY ORDERS OF DIVISION OR INDUSTRIAL SAFETY AND ALL OTHER APPUCABLE LAWS AND REGULATIONS OF THE GOVERNING JURISDICTION. B. APPLICABLE STANDARDS: ANY REFERENCE TO THE "STANDARD SPECIFICATIONS", "ASTM", OR "ACI" MANUALS SHALL MEAN THE CURRENT OR LATEST EDITIONS. 1. STANDARD SPECIFICATIONS: STANDARD SPECIFICATIONS FOR PUBLIC'S WORKS CONSTRUCTION. 2. STANDARDS: a. ASTM -AMERICAN SOCIETY OF TESTING AND MATERIALS. b. ACI -AMERICAN CONCRETE INSTITUTE. MANUAL OF CONCRETE PRACTICE. C. INSPECTION OF THE SITE: EXAMINE RELATED WORK AND SURFACES BEFORE STARTING WORK IN THIS SECTION. REPORT TO THE OWNER, VERBALLY, SITE CONDITIONS WHICH WILL PREVENT THE PROPER PROVISIONS OF THIS WORK. BEGINNING THE WORK IN THIS SECTION WITHOUT REPORTING UNSUITABLE CONDITIONS TO THE OWNER CONSTITUTES ACCEPTANCE OF SITE CONDITIONS BY THE CONTRACTOR. ANY REQUIFIED REMOVAL, REPAIR OF\ REPLACEMENT OF THIS WORK CAUSED BY UNSUITABLE CONDITIONS SHALL BE DONE AT NO ADDITIONAL COST TO THE OWNER. D. PROTECTION OF EXISTING CONDITIONS: CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. HE SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE CONDITIONS. SHOULD DAMAGE BE INCURRED, THIS CONTRACTOR SHALL REPAIR DAMAGE TO ITS ORIGINAL CONDITION OR FURNISH AND INSTALL EQUAL REPLACEMENT AT HIS OWN EXPENSE, TO THE SATISFACTION OF THE OWNER. E. COORDINATION: 1. COORDINATE AND COOPERATE WITH OTHER CONTRACTORS TO ENABLE THE WORK TO PROCEED AS RAPIDLY AND AS EFFICIENTLY AS POSSIBLE. 2. COORDINATE WITH GENERAL CONTRACTORS ITEMS OF OTHER TRADES TO BE FURNISHED AND SET IN PLACE. SUCH PORTION OF EMBEDDED, BUILT-IN, ATTACHED TO, SUPPORTED BY THE WORK SHALL BE EXECUTED BY THEM IN AMPLE TIME THAT PROGRESS OF THE WORK IS NOT DELAYED. ANY CUTTING OR PATCHING MADE NECESSARY TO COMPLY WITH THIS IN JUNCTION SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. F. APPROVAL: WHENEVER THE TERMS 'APPROVE', 'APPROVAL', OR 'APPROVED' ARE USED IN THE SPECIFICATIONS, THEY MEAN APPROVAL OF THE OWNER/OWNER REPRESENTATIVE VERBALLY, OR IN WRITING. G. SUBMITTALS: AT LEAST 10 DAYS AFTER AWARD OF CONTRACT, CONTRACTOR SHALL SUBMIT FOR APPROVAL SAIVIPLES AND/OR MANUFACTURER'S LATEST CATALOG CUTS AND SPECIFICATIONS OF THE FALLOWING PRIOR TO BEGINNING WORK. APPROVED SAMPLES SHALL BE STANDARDS FOR COMPLETING WORK. 1. (1) 2' X 2' X 2' SAMPLE FOR EACH TYPE OF CONCRETE FINISH AT THE JOB SITE. 2. COLOR SAMPLES FOR EXPANSION JOINT COMPOSITIONS. 3. ALL SUBMITTAL DATA SHALL BE FORWARDED IN A SINGLE PACKAGE TO THE OWNER WITHIN 15 DAYS OF THE AWARD OF THE CONTRACT, UNLESS OTHERWISE APPROVED BY THE OWNER. H. SUBSTITUTIONS: 1. SPECIFIC REFERENCE TO MANUFACTURER'S NAMES AND PRODUCTS SPECIFIED IN THIS SECTION ARE USED AS STANDARDS; THIS IMPLIES NO RIGHT TO SUBSTITUTE OTHER MATERIAL OR METHODS WITHOUT THE APPROVAL BY THE OWNER AND WITHOUT ADDITIONAL COST TO THE OWNER. 2. INSTALLATION OF ANY APPROVED SUBSTITUTIONS IS CONTRACTOR'S RESPONSIBILITY. ANY CHANGES REQUIRED FOR INSTALLATION OF ANY APPFIOVED SUBSTITUTION MUST BE MADE TO THE SATISFACTION OF THE OWNER AND WITHOUT ADDITIONAL COST TO THE OWNER. I. ANALYSIS OF SAMPLES AND TESTS: 1. THE OWNER SHALL SELECT A QUALIFIED TESTING LABORATORY TO TAKE SAMPLES FOR TESTING DURING THE COURSE OF WORK AS CONSIDERED NECESSARY, COST OF SUCH TEST WILL BE PAID FOR BY THE OWNER. CONTRACTOR SHALL COOPERATE IN MAKING TEST AND SHALL BE RESPONSIBLE FOR NOTIFYING THE DESIGNATED LABORATORY IN SUFFICIE~/T TIME TO ALLOW TAKING OF SAMPLES AT TIME OF POUR. 2. SHOULD TEST SHOW THAT CONCRETE IS BELOW SPECIFIED STRENGTH, CONTRACTOR SHALL REMOVE ALL SUCH CONCRETE FROM THE SITE. FULL COSTS OF REMOVAL OF REJECTED CONCRETE, ITS REPLACEMENT WITH CONCRETE OF SPECIFIED STRENGTH, AND RETESTING SHALL BORNE BY THE CONTRACTOR. J. WARRANTY: IN ADDITION TO MANUFACTURER'S GUARANTEES OR WARRANTIES, ALL WORK SHALL BE WARRANTED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP BY CONTRACTOR. WARRANTY SHALL ALSO COVER REPAIR OR DAMAGE TO ANY PART. REINFOHCEMENTS: OF THE PREMISES RESULTING Ff!OM DEFECTS IN MATERIALS AND WORKMANSHIP TO THE SATISFACTION OF THE OWNER. K. MATERIALS: a. DEPOSIT CONCRETE CONTINUOUSLY IN LAYERS OF SUCH THICKNESS THAT NO CONCRETE WILL BE PLACED ON CONCRETE WHICH HAS HARDENED SUFFICIENTLY TO CAUSE FORMATION OF SEAMS OR PLANES OF WEAKNESS WITHIN THE SECTION. b. IF A SECTION CANNOT BE PLACED CONTINUOUSLY, PROVIDE CONSTRUCTION JOINTS AS SPECIFIED HEREIN. c. PERFORM CONCRETE PLACING AT SUCH A RATE THAT CONCRETE, WHICH IS BEING INTEGRATED, WITH FRESH CONCRETE IS STILL PLASTIC. d. DEPOSIT CONCRETE AS NEARLY AS PRACTICAL IN ITS FINAL LOCATION SO AS TO AVOID SEGREGATION DUE REHANDLING AND FLOWING. DO NOT SUBJECT CONCRETE TO ANY PROCEDURE, WHICH WILL CAUSE SEGREGATION. e. DO NOT USE CONCRETE, WHICH BECOMES NON-PLASTIC AND UNWORKABLE, OR DOES NOT MEET REQUIRED QUALITY CONTROL UM/TS, OR HAS BEEN CONTAMINATED BY FOREIGN MATERIALS. 2. CONSTRUCTION JOINTS: a. SCORE JOINTS: JOINTS SHALL BE AS SPECIFIED ON DRAWINGS. FORM IN FRESH CONCRETE USING A JOINTER TO CUT THE GROVE TO A SMOOTH, UNIFORM IMPRESSION. FINISH JOINTS SHALL BE NO WIDER THAN 1/8 INCH WITH 1/., INCH CORNER RADIUS. b. EXPANSION AND KEYED JOINTS: i. PROVIDE JOINTS AT LOCATIONS AND INTERVALS SHOWN ON THE PLANS ANO WHERE CONCRETE PAVING ABUTS BUILDINGS, CURBS, OR OTHER STRUCTURES. ii. JOINT MATERIALS SHALL BE PLACED WITH TOP EDGE 1/, INCH BELOW PAVED SURFACE. SECURELY HOLD IN PLACE TO PREVENT MOVEMENT. iii. JOINTS AND OTHER EDGES SHALL BE FORMED IN THE FRESH CONCRETE USING AN EDGING AND JOINTING TOOL TO PROVIDE A SMOOTH UNIFORM IMPRESSION. iv. AFTER THE CURING PERIOD, EXPANSION JOINTS SHALL BE CAREFULLY CLEANED AND FILLED WITH JOINT COMPOUND WHERE DETAILED AND APPLICABLE TO 1/., INCH BELOW ADJACENT PAVED SURFACE. AVOID SPILLING ON PAVED SURFACES OR OVERFLOW FROM JOINT. 3. FINISHES: a. COMPACT AND TAMP CONCRETE AS SPECIFIED HEREIN (UNLESS RETARDANT FINISH IS SPECIFIED· SEE "FINISHES", TO BRING 3/8 INCH OF MOflTAR TO SURFACE, FLOAT WITH WOOD SCREEDS AND FLOATS ONLY, AND APPLY FOLLOWING FINISHES AFTER SURFACE WATER HAS DISAPPEARED. REMOVE ANY EXCESS WATER BROUGHT TO SURFACE BY FLOATING. DO NOT USE STEEL OR ANY PLASTIC SCREEDS, FLOATS, OR FRESNO FOR INITIAL FLOATING ANO SCREEDING OPERATIONS. b. ALL CONCRETE FINISHES SHALL BE LISTED ON THE DRAWINGS: i. ROUGH TROWEL SWIRL FINISH: PROVIDE f!OUGH TROWEL SURFACE FINISH TO SLAB SURFACES. AFTER PLACING SLABS, CONSOLIDATE SURFACE BY FLOATING TO A UNIFORM, SMOOTH, GRANULAR TEXTURE. ii. SWEAT TROWEL FINISH: SOMA AS STEEL FLOAT FINISH, EXCEPT PERFORM FINAL TROWELING WITH CIRCULAR MOTION AND SLIGHT LIFTING OF TROWEL TO PRODUCE A UNIFORMLYTEXTURIZED NON-SLIP FINISH. iii. SCRATCH FINISH: PROVIDE SCRATCH FINISH TO SLAB SURFACES THAT ARE TO RECEIVE MORTAR SETTING BEDS FOR TILE AS NOTED ON DRAWINGS. iv.SAND FINISH: RUB CONCRETE SURFACE WITH DAMP SPONGE AND SAND OR WITH BRISTLE BRUSH AND FLOOD SURFACE SO SAND IS EXPOSE SLIGHTLY AND RESULTANT SURFACE IS SIIVIILAR TO MEDIUM GRIT SANDPAPER. v. STEEL TROWEL FINISH: AFTER SURFACE WATER DISAPPEARS AND FLOATED SURFACE IS SUFFICIENTLY HARDENED, STEEL AND RE-TROWEL TO SMOOTH, DENSE, HARD FINISH. AFTER CONCRETE HAS SET ENOUGH, RE-TROWEL TO A SMOOTH, UNIFORM FINISH FREE OF TROWEL MARKS OR OTHER BLEMISHES. AVOID EXCESSIVE TROWELING THAT PRODUCES BURNED AREAS. vi.SEEDED AGGREGATE FINISH: IMMEDIATELY AFTER THE SLAB HAS BEEN SCREEDED AND, EVENLY SPREAD AGGREGATE SEED AND TAMP INTO CONCRETE SO NOT MORE THAN 1/16 INCH OF STONE EXPOSED. AFTER THE CONCRETE HAS ALMOST COMPLETELY SET, BROOM AND HOSE DOWN SURFACE TO ACHIEVE FINISH OF APPROVED SAMPLE. RE-CUT SCORE LINES AND SMOOTH EDGES OF SLAB. vii. SALT FINISH: IMMEDIATELY AFTER CONCRETE HAS BEEN TROWELED AND JOINTS HAVE BEEN FORMED, SPREAD ROCK SALT AT A RATE OF ONE POUND OF CRYSTALS PER 10 SQUARE FEET OF CONCRETE SUHFACE. TAMP CRYSTALS INTO PLACE TO THE DEPTH HEQUIRED TO OBTAIN AND ACCEPTABLE TEXTURE. AT THE PROPER TIME HOSE DOWN SLAB TO REMOVE IMBEDDED CRYSTALS. viii.SANDBLAST FINISH: 1. ALL SHALL CONFORM TO APPLICABLE OSHA AND EPA STANDARDS. 2. CONTRACTOR SHALL SCHEDULE THIS WORK TO BE EXECUTED WITH AS LITTLE CONFLICT WITH OTHER TRADES AS POSSIBLE. IF NECESSARY, CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OR MASKING OF ADJACENT SURFACES. 3. TEST AREAS FOR SAMPLES OF BLASTING WILL NOT LEFT EXPOSED. LANDSCAPE ARCHITECT SHALL BE PRESENT AT TIME OF SAMPLE BLASTING AND APPROVE OF DESIRES FINISH. 4. CARE SHALL BE TAKEN TO PROTECT ALL ADJACENT SURFACES FROM DAMAGE, WHICH ARE NOT RECEIVING SANDBLASTING. 5. SANDBLASTING SHALL BE ACCOMPLISHED USING QUALIFIED WORKMEN FAMILIAR WITH THE PROPER TECHNIQUE. 6. SANDBLASTING WORK SHALL BE BY THE DRY-SAND METHOD, UTILIZING APPROPRIATE EQUIPMENT AND ADEQUATE PRESSURE. ABRASIVES SHALL BE WASHED SILICA SAND, FREE FHOM SALT, CLAY, OR OTHER FOREIGN MATERIALS. NOZZLE POSITION DURING THE OPERATION SHALL BE AS DETERMINED IN THE MAKING OF THE APPROVED SAMPLES. 7. ALL CONCRETE AREAS REQUIRING PATCHING SHALL BE PATCHED, WITH ALL ROUGH SPOTS AND UNEVENNESS IN CONCRETE SURFACE GROUND SMOOTH BEFORE THE SANDBLASTING OPERATION IS BEGUN. 8. WASH DOWN CONCRETE SANDBLASTED SURFACES PROMPTLY TO REMOVE SAND AND DUST. UPON COMPLETION, REMOVE FROM SITE ALL SURPLUS AND WASTE MATERIALS ix. STAMPED CONCRETE "BOMAN/TE" FINISH: 1. COORDINATION: THE LICENSE CONTRACTOR AND OTHER TRADES, WHOSE WORK MAKES IT NECESSARY FOR THEM TO COOPERATE, SHALL COORDINATE THEIR WORK SO AS NOT IMTERFERE WITH EACH OTHER. 2. PATTERNS: THE PATTERN SHALL BE AS NOTED ON THE DRAWINGS. 3. PLACING: THIS CONTRACTOR SHALL FURNISH AND PLACE THE PATTERNED CONCRETE AND ALL WORK NECESSARY FOR MAKING, FINISHING, CURING, EXPANSION AND/OR CONTRACTION JOINTS AND STRIPPING FORMS. i. RETARDANT FINISH: 1. CONCRETE MIX DESIGN: AN EXTREMELY COARSE MIX CONTAINING THE GREATEST POSSIBLE PERCENTAGE OF 3/8 INCH TOP SIZE AGGREGATE AND A MINIMUM AMOUNT OF MIXING WATER SHOULD BE USED. 2. PREPARATORY WORK: THE CONCRETE SHOULD BE PLACED AND CONSOLIDATED SO AS TO COMPLETELY FILL ALL SPACES IN THE FORMS. TAMPING WILL NOT BE PERMITTED BECAUSE THE AGGREGATE MUST REMAIN NEAR THE SURFACE FOR LATER EXPOSURE. APPLY A WOOD FLOAT FINISH, WHICH WILL PERMIT 3/16 INCH OF AGGREGATE EXPOSURE. 3. APPLICATION OF RETARDER: AS SOON AS THE FALLOWING HAS BEEN COMPLETED, APPLY THE RETARDER AND "LITHOTEX" BY L.M. SCOFIELD, (213) 725-7112, PER SCOFIELD'S APPLICATION INSTRUCTION T203.03. ONCE THE RETARDER HAS BEEN APPLIED, COVER THE SURFACE WITH PLASTIC SHEETING OR CURING PAPER TO ACHIEVE DEEPER AGGREGATE REVEAL. 4. AGGHEGATE EXPOSURE: THE RETARDER SHOULD BE REMOVED BETWEEN EIGHT AND TWENTY HOURS AFTER PLACEMENT BY SANDBLASTING OR WITH A COARSE-FIBERED OR RUST RESISTANT WIRE SCRUB BRUSH AND JET OF WATER. A CLEAN SEALER SHALL BE APPLIED SO THAT THE SURFACE SHALL BE COVERED AFTER AGGREGATE EXPOSURE WITH NEW, NON-STAINING PAPER. 5. SURFACE SEALER: IF EFFLORESCENCE OR ALKALI STAINING IS EVIDENT AFTER THE CONCRETE HAS CURED, LIGHTLY WASH THE AGGREGATE SURFACE WITH A MILD MURIATIC ACID SOLUTION (USUALLY A 10:1 DILUTION) THAT HAS BEEN THOROUGHLY RINSED WITH WATER AND CLEANED WITH DILUTED UTHOCHROME FLOOR CLEANER" BY L.M. SCOFIELD OR EQUAL. RINSE AGAIN AND DRY THOROUGHLY. AFTER THE AGGREGATE HAS CURED AT LEAST ONE MO~ITH, THE RETARDED SURFACE SHALL BE THOROUGHLY WASHED WITH FRESH, CLEAN WATER. AFTER CONCRETE IS THOROUGHLY DRIED APPLY ONE COAT OF AQUA-MIX PENETRATING SEALER (714) 523-9313 AT THE RATE OF 200 SF PER GALLON. ALLOW 24 HOURS BEFORE APPLYING WATER TO VERIFY WATER BEADS. IF NOT, APPLY A LIGHT SECOND COAT. REFER TO AQUA-MIX SPECIFICATIONS FOR COMPLETE INSTRUCTION. ii. BROOM FINISH: IMMEDIATELY AFTER SLAB HAS BEEN SCREEDED AND FLOATED, THE SURFACE SHALL BE BROOMED IN DIRECTION AND DEPTH AS INDICATED ON DRAWINGS WITH A STIFF BRISTLE BROOM. iii. WOOD FLOAT: IMMEDIATELY AFTER SLAB HAS BEEN SCREEDED AND FLOATED, THE SURFACE SHALL BE TROWELED WITH A WOOD FLOAT IN A CIRCULAR MOTION AND SLIGHT LIFTING OF TROWEL TO PRODUCE A UNIFORMLY TEXTURED NO SUP FINISH. M. PROTECTION AND CURING: 1. PROTECT CONCRETE AGAINST RAPID DRYING AND DAMAGE BY RAIN. KEEP MOIST FOR AT LEAST 7 DAYS AFTER PLACING AND PROTECT BY WET BURLAP, CANVAS COVERING OR LIQUID-CURING COMPOUND. DURING THIS PERIOD, MAINTAIN CONCRETE ABOVE 70 DEGREES F FOR AT LEAST 3 DAYS, OR ABOVE 50 DEGREES F FOR AT LEAST 5 DAYS. 2. CONCRETE FROM WHICH FORMS ARE REMOVED WITHIN 7 DAYS AFTER POURING SHALL BE SPRAYED DURING THE CURING PERIOD AS FREQUENTLY AS DRYING CONDITIONS MAY REQUIRE. CONCRETE COVERING SHALL BE A TYPE THAT WILL NOT STAIN OR DISCOLOR FINISHED CONCRETE SURFACES. 1. CURE CONCRETE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ACI MANUAL OF CONCRETE PRACTICE. N. PATCHING: FILL ROCK POCKETS, "HONEY-COMBS", AND OTHEH HOLES RESULTING FROM REMOVAL OF NAILS, TIES AND SPREADERS, AND LIKE ITEMS, WITH MORTAR FORMED OF CEMENT AND FINE AGGREGATE IN THE PROPORTION USED IN CONCRETE MIX. CHIP AWAY DEFECTIVE AREAS TO SOLID CONCRETE, FORMING PERPENDICULAR OR SLIGHTLY UNDERCUT EDGES. MATCH SURROUNDING CONCRETE SURFACES IN COLOR AND TEXTURE. 0. CLEAN UP: UPON COMPLETION OF WORK UNDER THIS SECTION, CONTRACTOR SHALL REMOVE FROM THE PREMISES ALL SURPLUS MATERIALS, TOOLS, EQUIPMENT, RUBBISH AND DEBRIS HESULTING FROM THE WORK, AT HIS OWN EXPENSE. 04000 MASONRY A. MORTAR: 1. UBC TYPE "S" WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000 PSI. 2. FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO BY VOLUMES: a. 1 PART PORTLAND CEMENT b. 'h PART LIME PUTTY c. 3-1/2 PARTS SAND d. IF PLASTIC TYPE CEMENT USED, OMIT LIME PUTTY. B. GROUT: 1. FLUID CONSISTENCY. 2. RATIO BY VOLUMES: a. I PART POHTLAND CEMENT. b. 3 .PARTS SAND a. 1 PART PORTLAND CEMENT b. 3 PARTS SAND c. 3 PARTS PEA GRAVEL C. CONCRETE UNIT MASONRY: GRADE A CONFORMING ASTM C90 AND DIMENSION AS SHOWN ON DRAWINGS. D. SUBMIT REPRESE~ITATIVE SAMPLE OF EACH TYPE OF UNIT MASONRY OR STONE FOR ACCEPTANCE BY OWNER PFIIOR TO INSTALLATION. FROM THIS WORK. .---------------------.---------------------, "AS BUILT" /hc-/Z-t'lt7,{ ~.9;-re 1,,c-!C~/4':,:e,,,.C-, 703 16th Street, Suite ·100 IT1La,s 1·_ .. • San Diego, California 92101 tel (619)296-3150 lax (619) 501-7725 wi,vw.mlasd.corn APPROVED FOR IRRIC1ATION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE 1-----+---+--------------+----+---t----+-------t I SH~ET I CITY OF CARLSBAD I SH~ETS I 04.01 .14 3rd CD SUBMITTAL REVISIONS PLANNING DIVISION :::::==:'.'::=========='...'.::==~ 05.02.14 4th CD SUBMITTAL REVISIONS SPECIFICATIONS 2 FOR 05.21.14 FINAL CD SUBMITTAL BEACHWALK AT JUNIPER APPROVED: {1_;_.( \ 4 bll.otr .,. z_,.;. l..f PLANNING DATE INlllAL DESJGJIEH OF WORK REVISION DESCRIPTION DWN BY: CLS PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: DWM OTHEH APPROVAL CITY APPROVAL RVWD BY: SOP 13-04 481-2L