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Home My WebLink AboutDWG 453-9L; SDP 06-06; ROBERTSON RANCH PA 19; 01-21~-------------------------------'-·C\1 GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL B£ DON£ IN ACCORDANCE: WITH TH£ CARLSBAD MUNICIPAL WA T£R DISTRICT'S "CARLS8Af) R£CLAMA TION RUL£S ANO R£GULA TIONS FOR CONSTRUCTION OF RE:CYC/£0 WA 7FR MAINS' DA JF{) OCTOBER, 199:J. RECYCLED WATER SYSTEM (PRIVATE) 2. DRINK/N(; FOUNTAINS SHALL 8£ PROT£CT£D FROM SPRAY BY R£CYCL£0 WA T£R. 8£ST MANAGEME:NT PRACTIC£S SHALL 8£ US£[) TO MINIMIZE: R£CYCL£0 WA T£R £NCROACHM£NT ON PUBLIC FACIL/71£S SUCH AS PICNIC TABL£S, BBQ'S, PLAYGROUNDS, SAND TOT LOTS, £TC. :J. 8£ST MANAG£M£NT PRAC71C£S SHALL 8£ USE:D TO £LIM/NAT£ OR CONTROi.. TO 711£ 8£ST £XT£NT POSSIBLE:, PONDING RUNOFF, OV£RSPRAY AND MISTING. ROBERTSON RANCH -PA 19 SHEET TITLE SHEET NUMBER TITLE SHEET 01 4. HOS£ BIBS AR£ STRIC71-Y PROHI/J/T£D. 5. ON-SIT£ CROSS-CONN£C710NS 8£TYE£N R£CYCLED WA l!'R LIN£S AND POTABLE WA l!'R LIN£S IS STRIC71-Y PROHIBIT£[). 6. NO SUBSTITUTION OF PIP£ MAT£R/ALS fllLL B£ ALLOWED WITHOUT PRIOR APPROVAL OF 711£ CARLSBAD MUNICIPAL WAT£R DISTRICT. 7. ALL ON-Sil!' PIPES SHALL HA>f: WARN/N(; TAP£ P£R CARLSBAD MUNICIPAL WAT£R DISTRICT'S RULES AND RE:GULA TIONS. SIGNAGE NOTES TH£ FOLLOWING GU/D£LIN£S FOR TH£ US£ OF R£CYCl£D WATER AR£ TO Be PERMANtN"/1. Y POSTED INSIDE 711£ DOOR OF £ACH CONTl?OU£R WHERE: TH£Y AR£ £AS/LY vlSIBLE. PLACE ON 8-1/2" X 11" SIZ£D SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETl!'RING. 1. GU/D£UN£S FOR R£CYCl£D WA 7FR US£ I I ---', ---- ----IRRIGATION SHEET 4 PLANTING SHEET 9 CONSTRUCTION SHEET 13 ----DRAINAGE SHEET 11 CONSTRUCTION SHEET 14 IRRIG. LEGEND, NOTES, & DETAILS 02-03 IRRIGATION PLANS 04 IRRIGATION SPECIFICATIONS 05-06 PLANTING LEGEND, NOTES, & DETAILS 07-08 PLANTING PLANS 09 PLANTING SPECIFICATIONS 10 DRAINAGE PLAN (REFERENCE ONLY) 11 B. TH£ /RR/GA TION SYSTE:MS SHALL RUN 8£TWE'£N TH£ HOURS OF 10: 00 P.M. AND 6: 00 A.M. A. /RR/GA T£ 8£TWE'£N TH£ //OURS OF 10: 00 P.M. AND 6: 00 A.M. ONLY. AlanderCt. ' I CONSTRUCTION LEGEND & NOTES 12 TH£ FOLLOfllNG MORNING (SPOT IRRIGA710N COULD 8£ DON£ AT A D/Fr£RENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SIT£. 9, PR0vl{)£ A MINIMUM OF AT LEAST 1/l INCHES OF COVE:R OV£R ALL WIRING AND PIPING. 10. NON-DESIGNAT£D US£ AREAS SHALL B£ PROT£CT£D FROM CONTACT FROM RECYCLED WA1ER, WH£THER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR 0711ER US£. LACK OF PROT£CTION, WHETHER BY DESIGN, CONSTRUCTION, PRACTICE: OR SYSTEM OPERA l!ON, IS STR/Cl1-Y PROHIB/T£D. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJ/JS7FD TO PRE>f:NT OVE:RSPRA )1NG ON SIDEWALKS. STREET, AND NON-{)£SIGNA T£D US£ AREAS. 12. RECYCLED WAT£R QUICK COUPLING VAL>f:S SHALL 8£ OF A TYPE FOR Tl/£ USE ON RECYCLED WA T£R. DISTRIBUTION SYSTE:MS (SPIKES NOT INT£RCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES PER CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULA l!ONS). PJ: M£T£RS SHALL 8£ SIZED BY 711£ CITY OF CARLSBAD MUNICIPAL WAT£R DISTRICT. 14. ALL IRRIGAl!ON PIPE SHALL 8£ STENCIL£D WITH TH£ WARNING "NON-POTABLE OR R£CYCL£D WATER' COLOR-COOED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORl£NT£D TOWARD TH£ TOP OF Tl/£ mmCH P£R CARLSBAD MUNICIPAL WA 1ER DISTRICT'S RULES AND R£GULA l!ONS. 15. ALL POTABLE WA 7FR AND R£CYCL£D WA 7FR PIPING SHALL 8£ INSTALLED WITH TH£ ST£NCIUNG ORl£NT£D TOWARD TH£ TOP OF Tl/£ TR£NCH. 16. WHEN A POTABLE WA T£R UN£ AND RE:CYCLED WA 1ER UN£ CROSS, 711£ RECYCLED UN£ SHALL 8£ INSTALLED WITHIN A PROT£C71\1£ SLITV£. 711£ SLIT>f: SHALL tXT£ND 10 F£ET FRO/,/ £ACH SID£, FROM TH£ CENTER LIN£ OF POTABLE: UN£, FOR A TOTAL OF 20 F£tr. 17. A 10 FOOT HORIZONTAL S£PARAnON /JE:TWE'tN POTABLE WAT£R AND RECYCLED WATER MAINS MUST Bt MAINTAINED AT ALL TIM£S. nit POTABLE: UN£ MUST 8£ INSTALLED ABO>f: 711£ R£CYCL£D UN£, 18. A MINIMUM OF 12 INCH£S OF V£Rl!CAL S£PARAl!ON BETWEEN Ul!L/l1£S MUST B£ MAINTAINE:D AT ALL 71M£S. 19, D£V£LOPER/CONTRACTOR SHALL CONDUCT A CO>f:RAG£ T£ST AS DIR£CT£D BY TH£ CARLSBAD MUNICIPAL WA 1ER DISTRICT £NG/N££R AND Tl/£ SAN DIEGO COUNTY D£PARTM£NT OF £NvlRONM£NTAL H£ALTH SERVIC£5 PRIOR TO ANY USE OF RECYCLED WATER. TH£ REQUIRED CROS5-CONN£Cl!ON SHUT DOWN TEST SHALL B£ 8£ DON£ BY 711£ CARLSBAD MUNICIPAL WA 7FR DISTRICT AND 711£ SAN D/£GO COUNTY D£PARTM£NT OF £NvlRONM£NTAL H£ALTH 20. QUICK COUPLING VAL >f:S UStD IN R£CYCLED WATER SYST£MS SHALL CONFORM TO TH£ FOLLOWING: R£CYCL£D WA 1ER -QUICK COUPLING VAL \£S USEO IN R£CYCL£0 WA T£R SYST£MS SHALL HA V£ ACM£ TYPE 711R£ADS AND PURPLE COLOR£D LOCKING COVE:RS P£RMANENTL YA TTACH£0 TO Tl/£ VAL V£. QUICK COUPLING VAL V£ SPIK£5 SHALL NOT 8£ IN7FRCHANGEABL£ WITH POTABLE: WATER QUICK COUPLER SPIKES. 21. TH£ R£QUIR£D CROSS CONN£CTION /NSPECl!ON WILL 8£ DON£ BY £/TH£R 711E CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF £NvlRONM£NTAL H£ALTH COPIES OF /NSP£Cl!ON R£PORTS WILL 8£ FORWARO£D TO 711£ NON-/NSP£Cl!NG PARTY. 22. D£\1£LOP£R SHALL SHOW THC LOCA 710N OF R. C. SIGNS "DO NOT DRINK' ON 711ES£ PLANS. 2J. AN ON-SIT£ USER/sUPERvlSOR SHALL 8£ {)£S/GNA T£0 IN WRITING. THIS INDMDUAL SHALL 8£ FAMILIAR WITH PLUMBING SYSTEMS Wl711/N TH£ PROPERTY, WITH TH£ BASIC CONCE:PTS OF BACKFLOW/CROSS-CONNtCl!ON PROT£CTION, AND TH£ SPECIFIC R£QU/R£MENTS OF A RECYCLED WA1ER SYSTEM. COPIES OF Tl/£ D£SIGNA710N, WITH CONTACT PHON£ NUMB£RS SHALL Be PROvlD£0 70 TH£ SAN DIEGO COUNTY DEPARTM£NT OF ENVIRONMENTAL H£ALTH AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF £M£RG£NCY CONTACT BOB GR088£L (619) 520-9563 OR AFT£R HOURS CONTACT 808 GROBB£1. (619) 520-9563 24. SHOW ALL PUBLIC &-PR/VAT£ POTABLE WATER MAINS ON /MPROV£MENT PLANS. WATERING OUTSIDE TH/$ l!M£ FRAM£ MUST Be DON£ MANUALLY WITH QUALIFIED SUP£RvlSORY PERSONNEL ON-SIT£. NO SYSm.l SHALL AT ANY nM£ B£ LEFT UNA TT£NDED DURING US£ OUTSIDE TH£ NORMAL SCHEDULE 8. /RR/GA T£ IN A MANN£R THAT IIILL MINIMIZE: RUN-OFF, POOLING, AND PONDING. TH£ APPL/CA noN RAT£ SHALL NOT £XCE£D TH£ INFIL 1RA 710N RA 7!' OF THE SOIL l!M£RS MUST 8£ ADJ/JSTED SO AS TD Bt COMPA nBL£ fllTH TH£ LOWEST 50/L /NRL TRA 710N RAT£ PRtSENT. THIS PROC£DUR£ MAY 8£ FACILITATED BY 111£ £ff/C/£NT SCHEDULING OF TH£ AUTOMAl!C CONTRCX CLOCKS, (I.£., £MPL0)1NG TH£ REPEAT FUNCTION TO BREAK UP TH£ TOTAL /RR/GA noN TIM£ INTO CYCl£S 711A T IIILL PROMOTE: MAXIMUM SOIL ABSORP l!ON). C. ADJ/JST SPRAY HtADS TO eL/MINAT£ OV£RSPRAY ONTO ARtAS NOT UNDER TH£ CONmCX OF TH£ CUSTOM£R. FOR EXAMPLE, POOL DECKS, PR/VAT£ PA nos AND LOTS, AND STR££TS AND SIDEWALKS. D. MONITOR AND MAINTAIN 711£ SYST£M TO MINIMIZ£ £QU/PM£NT AND MAIER/AL FA/WR£. BROKEN SPRINKLER H£ADS. L£AKS. UNR£UABLE VALV£S, £TC., SHOULD 8£ REPAIR£!) AS SOON AS THEY 8£COM£ APPAR£NT. £. TH£ LANDSCAPE CONTRACTOR IS R£SPONSIBL£ FOR EDUCAl!NG £ACH £MPLO>c£ AND ALL MAINTENANCE PERSONNEL ON A CONl!NUOUS BASIS, R£GARDING TH£ PR£S£NC£ OF R£CYCLED WATER. MAINTENANCE: P£RSONNtL MUST B£ INFORMtD THAT WATER IS FOR IRRIGAl!ON PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, £TC. GIV£N TH£ HIGH TURNOV£R RAT£ OF £MPLO>c£S IN 711£ LANDSCAPE INDUSTRY, IT IS IMPORTANT THAT 71115 /NFORMAl!ON B£ DISSEMINATED ON AN ALMOST DAILY BASIS. F'. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANG£5 AND MOD/FICA l!ONS TO ANY PR/VA TE ON-SIT£ FACIL/n£S. SUCH CHANGES MUST BE SUBMITTED T~ AND APPROVED BY, TH£ DISTRICT £NG/NEERING OFFICE: AND D£SIGN£0 IN ACCORDANCE: WITH DISTRICT STANDARDS. 1. ALL R£CYCl£D WA 1ER SPRINKL£R CONTROL VAL V£5 SHALL 8£ TAGGED WITH ID£Nl!FICA l!ON TAGS. A. TAGS SHALL 8£ WEA TH£RPROOF PLASTIC, 3"x 4~ PURPLE IN COLOR, WITH TH£ WORDS "WARN/N(; R£CYCL£D WATER -DO NOT DRINK" IMPRINTED ON ON£ SID£, AND 'A vlSO -AGUA IMPURA-NO TOMAR" IMPRINTED ON 711£ OTH£R SIDE. IMPR/Nl!NG SHALL 8£ PERMAN£NT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY £N7£RPRIS£5 OR APPROI/ED £QUAL 8. ON£ TAG SHALL 8£ ATTACH£!) TO EACH VAL>f: AS FOLLOWS; I. ATTACH TO VAL>f: STEM DIR£C71-Y OR WITH PLASl!C 17£-WRAP OR 2, ATTACH TO S0l£NOID WIRE D/R£C71-Y OR WITH PLASTIC TIE-WRAP OR :J. ATTACH TO VAL>f: COV£R WITH EXISTING VAL>f: COV£R BOLT. 2. ALL SPRINKLER H£ADS SHALL 8£ 10£NTIFl£D AS R£CYCLED WATER SPRINKLER HeADS. 2. EACH AUTOMA l!C CONTROLLER AND ITS ASSOC/A TED £QUIPM£NT SHALL BE ID£NnFl£D WITH A SIGN 8£ARING 711£ WORDS "R£CLAIMED WA T£R USED FOR IRRIGA710N" IN £NGLISH AND SPANISH, WITH BLACK LETT£RS 1" HIGH ON A PURPLE EIACKROUND. nit SIGN SHALL 8£ PLACE:D SO THAT IT CAN BE R£ADILY S££N BY ANY OPERATIONS PERSONNEL unL/ZING TH£ EQU/PMCNT. ALL /RR/GA TION BACKFLOW PR£V£NTERS SHALL 8£ TEST£D BY A CERTIFl£D TESTER AND RE:SUL TS MUST 8£ G/V£N TO TH£ CITY ANO n1£ CARLSBAD MUNICIPAL WA 1ER DISTRICT. PIPE 8£TW£EN 711£ M£TER AND BACKFLOW PR£V£NTER SHALL 8£ "SCH£DULE K HARD COPPER". APPROVED CONTRACT /JACKFLOW T£S1ERS CAN 8£ FOUNO ON THE CITY ~8 SITE AT www.c!.car!sbod.eo.us/pdfdoc.htmJ?pid=J40 INSPECTION PROCEDURES: 1. INSP£CTION OF Tl/£ PRO./£CT SHALL 8£ P£RFORMED BY TH£ LANDSCAPE ARCH/7FCT OF TH£ WORK, OR HIS D£SIGNA TED AGENT. R£F£R TO TH£ SP£CIFICA T/NOS FOR TH£ SCH£DUL£ OF R£QU/R£D INSP£C710NS AND R£QUIRED SUBMITTALS -· . . . -- INSPECTION PROCEDURES ~ 1. DISTRICT CONSTRUCTION /NSP£CTION SHALL INCLUDE: I I I I I \ \ \ I / A. R£0UIR£D SEPARATION 8ETW££N POTABLE AND RECYCLED WAT£R LIN£S (HORIZANTALLY & VE:RTICALL Y). B. PIP£ /0£NTIFICA1ION C. SLEEVING AT CROSSINGS D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPl..£RS, 2. DISTRICT FINAL INSP£C710N SHALL INCLUDE: A. $/GNAG£ INSTALL£D PER PLAN e. CONTROLL£R S11CK£RS. C. TAGGING OF VAL VE:$. D, COVERAGE: TEST AFTER COMPL£T/ON OF THE SPRINKLER SYSTEM TO £NSURe PROTECT/ON OF AR£A NOT APPROVED FOR R£CYCL£D WATER US£. £. ALL ASP£CTS OF TH£ IRRIGATION CONOIT/ONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONO/NG. F. R£QU/R£D PROTECT/ON OF ALL RESIO£NTIAL AREAS. G. R£0UIR£D PROTECTION OF WELL, STR£AMS, R£S£RVOIRS, £TC. H, CROSS-CONNECTION TEST IF R£QU/R£D. /, COLOR CODED, LAMINA TED CHARTS INSIDE: £ACH CONTROLL£R. 25. A PHYSICAL S£P£RATION SHALL B£ PROvlDED B£TM'.£N ADJACENT AR£AS IRRIGATED WITH R£CYGLED WA T£R ANO POTABLE WATER. S£P£RA l!ON SHALL B£ PROV/0£0 BY DISTANCE, CONCR£TE MOW STRIPS OR OTH£R APPROV£D METHODS. 2. FOLLOWING COMPl£l!ON OF TH£ WORK, TH£ LANDSCAPE ARCHITECT OF TH£ WORK WILL CE:Rl!FY THAT 711£ INSTALLAl!ON HAS Bt£N COMPL£T£D BY SUBMlmNG TH£ "FINAL LANDSCAPc CER71FJCA110N FORM". A REDUFST FOR A FINAL LANDSCAPE JNSPECDON BY THE CITY A{UST ALSO BE MADE BY CAI I ING TH( INSPECTION REQlJfST J !N£ 3. ANNUAL INSP£C110N SHALL INCLUDE: A. A COMPL£TE INSP£CT/ON THAT WILL COVER A-1 OF TH£ DISTRICT FINAL /NSP£CT/ON. ITEMS NOS. 8, 19 & 23 SHALL 8£ R£QUIR£D J/JST PRIOR TO 711£ ACTUAL US£ OF R£CYGLED WATER. ITEM NO, 22 Tl/£ SIGNAG£ PLAN SHALL 8£ PART OF 71115 I.P. BUT TH£ ACTUAL SIGNS & TAGS WILL B£ INSTALLED JUST PRIOR TO ACTUAL USE OF R.C. WATER. GENERAL NOTES "FINAL LANDSCAPE CE:R71RCAnON FORM" FAX T0:760.9H.894J LANDSCAPE /NSP£Cl!ON R£QU£ST PHONE: LIN£: 760. 602. 4602 I. PRIOR TO Tl/£ START OF GRADING, TH£ APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING TH£ TIMING OF Tl/£ DEVELOPER'S NAME & ADDRESS: CALA VERA HILLS II, LLC SLOPE PLANTING AND !RRIGAl!ON. TH£ SCHEDULE SHALL SHOW TIMING OF CONSTRUC710N OF FRE£STANDING, R£TAINING ANO CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS tACH LOCA l!ON IS ACHIE\1£D. IRRIGATION AND PLAN71NG SHALL TAK£ PLACE: AS GRADING PROGRE:55£5. 2. INSTALLA 710N OF /RR/GA 710N AS SHOWN ON Tl/£ APPRO>f:D PLANS SHALL COMM£NC£ WITHIN 10 DAYS OF Tl/£ TIM£ WH£N EACH SLOPE IS BROUGHT TO GRAD£ AS SHOWN ON TH£ APPROVED GRADING PLANS. . J: PLANnNG AND /RR/GA l!ON FOR TH£ SLOP£ AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON TH£ APPROVED PLANS. WITHIN JO DAYS AFTER TH£ /RR/GA l!ON FIRST COMM£NC£S. 4. WA 7FR SE:RvlCE (POINT OF CONN£CTION) INSTALLA 710N, TEMPORARY OR P£RMANtNT. SHALL 8£ IN PLACE TO COINCIDE WITH PLANTING l!MING SP£CIFIED IN SEC710N £.J-1 COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH /~ ~ > ---f/r-if' GLENN LEEKS DATE: TYPICAL SIGNS IN ORDER TO CONSERVE WATER ... RECYCLED WATER IN USE DO NOT DRINK NO TOME EL AGUA REVIEWED E~~i~~~ER BLACK LOGO 2750 v~'OlvfBLE ROAD 1~G.S Po,f'Jfe De!Mt\r s+e 200 SAAl DIEGO, CA 921060el M<'A1"1 CA 92014 PHONE NO: (619) 794 1252 858-481-BSCO FAX NO: (619) 336 3010 8S8-481-9ll7S' CARLSBAD MUNICIPAL WATER DISTRICT 5-1,-~ ~~-~~•oe-0,%, ~.27· D1 DATE, DEPUTY CITY ENGINEER EXP. 3131/06 PURPLE BACKROUND ,,---1" BLACK LETTERS 35• / (N,T,S.) WARNING RE YCLED WATER DO NOT DRINK ECYCLED WATER WASH HANDS AFTER COr-,!CTACTING LAVES£ SUS MA~OS DESPUES DE USAR 18,. X 16'" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 2" BLACK LETTERS 1 • BLACK LETTERS WASH HANDS AFTER CONCTACTING L VESE SUS MANOS DESPUES DE USAR 1 2'" X 36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS D£CLARA l!ON OF R£SPONS/BL£ CHARGE: I HER£BY DECLARE: 711AT I AM LANDSCAPE ARCHIT£CT OF WORK FOR 711/S PRO./£CT, Tl/AT I HAVE: EX£RCISED RESPONSIBLE CHARGE OV£R TH£ 0£5/GN OF THIS PRO.J£CT AS D£FIN£D IN S£Cl!ON 6703 OF TH£ BUSIN£SS AND PROF£SS/ONS COD£ AND THAT 711£ DESIGN JS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT 711£ CH£CK OF PRO./£CT DRAWINGS AND SP£ClnCAnONS BY TH£ SAN Dl£GO COUNTY D£PARTM£NT OF £NvlRONMtNTAL HEALTH AND 711E CITY OF CARLSBAD IS CONFINE:D TO REvl£W ONLY AND DOES NOT REl.1£'-f: M£, AS TH£ UC£NS£D LANDSCAPE ARCHITECT OF WORK. OF MY R£SPONSIBIL/71£5 FOR PROJECT D£S/GN. 711£5£ PLANS HA>f: B££N PR£PAR£D IN SUBSTANnAL CONFORMANCE: WITH 711£ APPROVED LANDSCAPE CONCEPT PLAN, WA T£R CONSERVA noN PLAN, FIR£ PROTECl!ON PLAN, AND ALL CONDITIONS OF APPROVAL R£LA l!NG TO LANDSCAPING FIRM NAME & ADDRE:55: HOWA D AS OCIA TES, INC., 8880 RIO SAN Dl£GO ORI\!£, SUIT£ 350 SAN O/£GO, CA 92108 JOI • HO ARD, LANOSCAP£ ARCHITECT RLA 2919 DATf' ?HON£ NO(S): (619) 718-9660 R£GISTRA TION NO(S): RlA 2919 £XPIRAT/ON DAT£: 7/31/08 "AS-BUILT P.E. EXP----- REVIEWED BY: INSPECTOR FAX (619) 718-9669 " DATE DATE BENCHMARK: DESCRIPTION: STANDARD V-10 STREET CENTERUNE HE'LL MONUMENT LOCATION: CENTERUNE OF El CAMINO REAL AT ENGINEER's STATION 454+ 92 PER RS 1800-1 RECORD FROM: COUNTY BENCH LE.ELS (NO. COIJN TY fERT. CONTROi. DATA) Eli\lATION: 58.419 OATIJM: 1/.S.C. .t G.S. Bergen Peak Place --- I Project Map rn CITY i OF " 0 CARLSBAD m VICINITY MAP NO SCALE CONSTRUCTION PLANS 13-14 CONSTRUCTION DETAILS 15-21 KEY MAP LEi;:,END x,xx IRRli;:,ATION SHEET NUMBER/PLANTINi;:, SHEET NUMBER 8 FIRE HYDRANT 11W POINT OF CONNECTION FOR REC.YC.LED ¥'!ATER (METER AND BACKFLOJl'i PREVENTION) ■ POINT OF CONNECTION FOR POTABLE J/'lATER (METER AND BAC.KFLOJl'i PREVENTION) A "DO NOT DRINK" Sli;:,N LOCATIONS ml RECYCLED Jl'lATER ~l POTABLE J/'lATER ------RECYCLED J/'lATER MAINLINE -------POTABLE J/'lATER MAINLINE SUBDIVISION BOUNDARY LOT UNE. RIGHT OF WAY. CONTOURS .................................. . FIR£ HYDRANT. .............................. . STREET LIGHT ............................... . GRADED SLOPES (2: 1 MAX) ............. . DA l1..IGHT LIN£. BROW DITCH ............................... . FLOW DITCH ................................ .. --I <>----3J: _t ________ t _______ t_ ~ APPROVED FOR PLANTING DATE, 04/1~/0"1 DAAV>IN BY, JAH/CG 0 HOWARD: ANO IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. JOB NUMBER, 2100.10 Fll-E, REVISIONS, ASSOCIATES , ,, landscape architecture rl 11. 2 U. U flHfl{l rio •on di~gc dri,·c auitc 350 aan diego ca !12lOH ~L!I 118 91ili0 .. 9...,...22-,-08,--M-M-,...,...-R .... £Vf_S __ £ .... D_R __ £C __ L_A_IM-£D_/i .... P-OT_A_B_L£_/_R_RI-GA_Tf...,O_N_A_R,..£A .... S...---,,---,-_::-_-r'I-, -:r--:---ircm---;:_c---1=r=-y--.-_ -=-o---F==.=c=-AR----__ -:...,-_s ___ B::::AD::::-=.-1-1, .1 I l----+----l---=&:....:.;R=£V/=S£=D::....clN.:.:SP::..::£=C.:.:Tl.:::ON:.:....:P..:.R'-'O"'C£=DU:::R..::£c.:S:...... ____ 4-__ -+---+----+-----I 1 ;:::=::::..=::=::::::::P:::LA:::N::::N:::IN::::G:::::D::::E::::PAR::::::::TM:::E::::N:::T==~==::::::! lANlJSCAP£ PLANS FOR: • ROBERTSON RANCH PA 19 c.r.. 02-16 l------+--+-------------,1--+--+---+---I IAP _.,_,_r;_""'-~=-+-1-==fr,,_•-"'E-i:u:l--o=·;;t"-'-------· ~ ff-dj I _ PLANNING • DATE , DATE INITIAi. ENGINEER Of WORJ< REVISION DESCRIPTION DATE INITIAi. OATE INITIAi. 01HER APPROVAL CllY -'PPROVAL DWN BY: ___ , CHKD BY: ___ , RVWD BY: PROJECT NO. SOP 06-06, CMWO "-· (.0 N ..J::.. Ul ,if .J) r -0 . ..., I" - I . PRESSURE LOSS CAL CU LA TJON PROJECT NAME: Robertson Ranch DATE: 8115/07 WATER DISTRICT: CMWD HGL: 384 METER DESIGNATION: P.O.C. 12 (L) METER LOCATION: Glen Ave 22+08 METER SIZE: 1-1/2" METER ELEVATION: 86 STATIC PRESSURE@METER: 129.0 VALVE#: L-15 VALVE SIZE: 2" PIPE SECTION PIPE PSI LATERAL LINE TYPE SIZE LENGTH GPM LOSS A B C CL200 3/4" 88' CL200 1" 38' CL200 1-1 /2" 28' A. TOTAL LATERAL SYSTEM LOSS 10.6 3,8 14.3 0.9 27.5 0.4 -5.1 PIPE PIPE PSI MAIN LINE SECTION TYPE SIZE LENGTH GPM LOSS A 315 2-112' 1017' 27.5 -2.6 B. TOTAL MAINLINE SYSTEM LOSS -2.6 MISCELLANEOUS LOSS / GAIN WATER METER: BACKFLOW PREVENTER: MASTER CONTROL VALVE: FLOW SENSOR: BALL VALVE(S): CONTROL VALVE: C. TOTAL MISC. LOSS I GAIN D. TOTAL SYSTEM LOSS I GAIN (A+B+C) E. FITTING LOSSES (15% OF D) F. HEAD LOSS/ GAIN IN SYSTEM: G. MIN. REQ. PRESSURE AVAILABLE AT METER H. DESIGN PRESSURE (D+E+F+G) I. PRESSURE AVAILABLE AT METER J. RES !DUAL PRESSURE (1-H) -2.7 -12.5 -1.8 -1.00 -3.00 -1.50 -22.5 -30.2 -4.5 -17.8 -30 -82.5 129.0 46.5 . PRESSURE LOSS CALCULATION PROJECT NAME: Robertson Ranch DA TE: 8/15/07 WATER DISTRICT: CMWD HGL: 255 METER DESIGNATION: P.O.C. 11 (K) METER LOCATION: Glen Ave 23+42 METER SIZE: 1-112' METER ELEVATION: 87 STATIC PRESSURE@METER: 72.7 VALVE#: K-10 VALVE SIZE: 1-1/2' PIPE PIPE PSI LATERAL LINE SECTION TYPE SIZE LENGTH GPM LOSS A CL200 3/4" 82' 7.9 2.3 B CL200 2" 2' 36.0 0.1 A. TOTAL LATERAL SYSTEM LOSS -2.4 MAIN LINE PIPE SECTION PIPE TYPE PSI SIZE LENGTH GPM LOSS A 315 2" 304.5' 36.0 3.0 B. TOT AL MAINLINE SYSTEM LOSS MISCELLANEOUS LOSS/ GAIN WATER METER: BACKFLOW PREVENTER: MASTER CONTROL VALVE: FLOW SENSOR: BALL VALVE(S): CONTROL VALVE: C. TOTALMISC.LOSS/GAIN D. TOTAL SYSTEM LOSS/ GAIN (A+B+C) E. FITTING LOSSES (15% OF D) F. HEAD LOSS / GAIN IN SYSTEM: G. MIN. REQ. PRESSURE AVAILABLE AT METER H. DESIGN PRESSURE (D+E+F+G) I. PRESSURE AVAILABLE AT METER J, RESIDUAL PRESSURE (I-H) -3.0 -2.7 -12.5 -1,8 -1.0 -3,0 -1.5 -22.5 -27.9 -4.2 -1.5 -30 -63,6 72.7 9.1 IRRIGATION NOTES IRRIGATION LEGEND* FOR REC.YC.LED**. POTABLE V'IATER IRRl<SATION 1. i1-1c JAAle>ATION PLAN 15 DIACSR.AMMATIC-. ALL IAAle>ATION Ec;aJIPHENT SHALL BE LOC-ATED IN PLANTINe AREAS ONLl", UNLE;>S NOTED OTHl:Ml5E. Sl"M. MFR MODE!.. DESCRIPTION REFER TO THE IAAICSATION LEGEND AND DETAILS FOR EGlUIPHENT AND INSTALLATION. :2. C-ONTRACTOR. SJ-IALL KEEP THE: PREMISES C.LEAN AND FREE OP' EXC.ESS EGlUIPMENT, MATERIALS, AND RU66ISH INC.IDENTAL TO l"!ORK OF TJ-1I5 /!) AAINBIRD Ie,01;>-5AM-PRS-5a-PC-S POP-UP TURF SPRAY HEAD SEC.TION. le& AAIN6IRD Je,Qe,-5AM-PRS-5H-PC-S POP-UP TURF SPRAY HEAD ::l. A. AL.L RISERS SJ-IALL Ele P.V.C. SCHEDULE f>O. ~ e. ALL PIPE FITTIN<5-S SHALL BE P.V.C.. ¾HEDULE 40. \:11 AAIN6IRD Ie,O1;>-5AM-PR.5-!:ioF-PC-5 POP-UP Tl!R.F $PRAY HEAD 4. A. ALL WIRE SHALL 6E 14 CSAUe>E AWe-/MAX. e,AUeE) WITH SHEATH, MAXI-WIRE 6l" PAleE ELEC-TRIC.. DIREC.T ElURIAL iYPE, AND ALL SPLIC.ES AND @ R.AIN6IRD Ie,O1:>-SAM-PRS-e,Q-PC-S POP-UP ilJRF SPRAY HEAD C-ONNEC. TIONS SHALL 6E MADE WITH 6H eELPAC-1< D6l" C-ONNEC-TORS. El. EAC-H CONNEC.TION FROM DEC-ODER TO VALVE SHALL MAINTAIN i1-1c SAME; WIRE C-OLOR AS DEC-ODER. ® R.AIN6IRD Je,o1;>-SAM-PRS-e.H-PCS POP-UP Tl!R.F SPRAY HEAD C-. ALL WIRES SHALL 6E INSTALLED WITH TWO (2) FEET OF EXC.ESS WIRE (C.OILED) AT THE: !:;ND OF EAC-H WIRE RUN. @ AAINBIRD 1001:>-5AM-PR.5-e.F-PC-S POP-UP ilJRF SPRAY HEAD D. C-ONTROL VilRE SHALL BE ElUNDLED AND Pl-Ac.ED BENEATH MAINLINE. @ AAINBIRD I1!>O1:>-SAM-PRS-e.VAN-PC-5 POP-UP ilJR.F SPRAY HEAD E. VALVE SHALL BE A MAXIMUM 15' FROM DEc-oDER. • AAIN6IRD Ie,O1:>-5AM-PR5-I:2G-PC-5 POP-UP TURF SPRAY HEAD F. C-ONTROL l'ilRE SHALL FOLLOW MAINLINE. e. LOOP VilR.E 6AC.I< TO C.ONTROLLER. IF C.ONTROLLER. VilRE RUN 15 LONeER THAN 2.4 MILES. • AAINBIRD 1e,01:>-SAM-PR.5-12H-PC-S POP-IJP ilJRF SPRAY HEAV H. CONTROL l'iIRE5 (I.E. MAXI-WIRES) MUST MAINTAIN A IO-FOOT SEPARATION FROM ELEC-TRICAL TRANSFORMERS$ UNDEReROUND HICSH VOLTAGE e AAIN6IRD ll!>O6-SAM-PR.5-l:2F-PC-S POP-UP TURF SPRAY HEAD POWER LINES. ~ R.AINBIRD I006-SAM-PR.S-I2VAN-PC-S POP-UP ilJR.F SPRAY HEAV 5. EIAC-J<.FLOl'i PREVENTION DEVIC.ES SHAL.L 6E LOC-ATED AS INDICATED ON THE IRRIGATION PLAN. INSTALLATION SHALL CONFORM TO 1-0C,AL h ~~~~~~fES AND REGULATIONS AND MANUFAC.TURER'S SPEC-IFIC.ATIONS. C.Ml'iD 6ACl<FLOl'i SPEC-IALIST TO APPROVE LOC-ATION ph. (160) ~ :::::~::: :::=:~~=~;=:::;;; ;~;=~~ ~:: :~::::~ ::: 6. C.HEC.I< VALVES SHALL BE USED ViHE:RE INDIC.ATED AND HHERE NEC-E55A!<.l" TO PREVENT MTER FLOW FROM LOWER ELEVATION HEADS i"IHEt-1 0 R.AINBIRD ll!>06-SAM-PR.S-I5F-PCS POP-UP ilJR.F SPRAY HEAD SYSTEM 15 TURNED OFF. 0 1. ALL PRE;,SURE MAINLINES SHALL HAYE (le,) INc.HE5 OF C,OVER FOR MAINLINES LESS THAN 6' IN DIAMETER., (24) INC.HE5 OF C,OVER FOR MAINLINES ).f R.AINBIRD lf>Ob-eAM-PRS-l!:iVAN-PCS PPOOPP=UUPP TUSH~'BSPRAS_ ~~~D 6"--5-1/:2' IN DIAMETER., AND (66) INC-HE5 OF C,OVER, FOR MAINLINES 6" OR. GREATER AL.L LATERALS SHALL HAVE A MINIMUM TWELVE (12) INC.HES OF '<IT RAIN6IR.D lf>06-5AM-PR5-55a-PC-S '""' rl'V"<, "'-'"' C-OVER. TRENC.H 6Ac.J<FILL SHALL BE FREE OF ANl" MATERIAL THAT MAl" DAMAeE IRRIGATIOt,I PIPE OR EQUIPMENT. IN i1-1c EVENT OF 6AC.l<FILL "T R.AINBIRD 1006-SAM-PRS-SSH-PCS POP-UP SHRUB SPRAY HEAD SETTLEMENT, C-ONTRAC-TOR SHALL PERFORM REQUIRED REPAIRS AT HIS Ol'lt,I C.OST. <::f RAINBIRD lf>06-SAM-PRS--5VAN-PC-S POP-UP SHRUB SPRAY HEAD f>. ALL AUTOMATIC. VALVES SHAL.L 6E LOC.ATED l'ilTHIN SHRU6 AREAS. IN 60XE5 SHALL 6E INSTALLED IN PURPLE VALVE 60XE5, ONE VALVE PER ~ R.AINBIRD lf>06-5AM-PR5-f>5a-PC-S POP-UP SHRUB SPRAY HEAD 60X, WITH FOUR (4) INCHES OF PEA GRAVEL BENEATH EAC.H VALVE. BALL VALVES SHALL 6E LOC.ATED IN SEPARATE VALVE 60XES. 'I. MAIN5, l'ilRE, AND LATERALS UNDER VEHIC.LE PAYING-SHAL.L 6E ¾HEDULE 00 PVC. SLEEYE5 l'ilTH (66) INC.HE:5 MINIMUM C.OYER FOR MAINLINES 6" 'if AAIN61RD lf>Ol:>-SAM-PRS-f>SH-PC-S POP-UP SHR.U6 SPRAY HEAD OR LESS IN DIAMETER AND (4e>) INC-HES C-OYER FOR MAINLINES GREATER THAt-1 6" IN DIAMETER ALL MAINS AND VilRE UNDER PEDESTRIAt-1 PAYINCS 'f' R.AINEllRD Je,Qe,-SAM-PRS-f>5F-PC-S POP-UP SHRUB SPRAY HEAD SHALL BE SC.HE:DIJLE 40 PVC 5LEEYE5 l'ilTH (If>) INC-HES MINIMUM COYER FOR LINES LESS THAN 6" IN DIAMETER, (24) INc.HE5 OF C-OVER FOR LINES 3' ~'Y AAIN6IRD lf,06-SAM-PR.5-f>VAN-PCS POP-UP SHRU6 SPRAY HEAD -5-1/2" IN DIAMETER., (36) INC.HES OF C.OYER FOR LINES 6" OR. CSREATER IN DIAMf'TcR .... R.AINEIIRD Je,Qe,-SAM-PRS-I2Q-PC-S POP UP SHRUB SPRAY ~D 10. AUTOMATIC. C,Ot,ITROLLERS SHALL 6E SIZE AND iYPE AS t-lAMED, AND INSTALLED l'iHERE INDICATED Ot-1 IRRleATION PLAN. C-ONTROL l'ilRES SHALL AAINBIRD IOOl:>-SAM-PRS-I2H-PC-S POP=UP SHRUB SPRAY HEAD 6E SLEEVED UNDER PAYING IN I' DIAMETER ELEC-TRICAL C-ONDUIT. I C-ONTROL l'ilRE MAX. PER SLEEVE. A. 1:20 VOLT SERVICE TO C-ONTROLLER SHALL BE PROVIDED Ell" THE Ol'iNE:R. '[ R.AINEIIRD Je,O1;>-SAM-PR5-12F-PC-S POP-UP SHRUB SPRAY HEAD II. PRIOR TO ElAC.KFILLINe-IRRIGoATION TRENC.HES, ~ RAIN6IRD Ieo1:>-5AM-PRS-I2VAN-PCS POP-UP SHRUB 5F'R.AY HEAD A ALL MAINLINES IN i1-1c SYSTEM SHALL 6E C.APPED AND PRESSURE TESTED AT 1:25 P.5.1. FOR A PERIOD OF FOUR HOURS. ANl" LEAKS FOUND _i..; R.AIN6IRD I006-SAM-PRS-I5a-PC-S POP-UP SHRUB SPRAY HEAD SHALL 6E C-ORREC.TED BY REMOVING-THE: LEAJ<INGo PIPE OR FITTINGS AND INSTALLIN6 NEl'i MATERIAL IN ITS PLAC.E. '!J a. ALL LATERALS SHALL 6E PRESSURE TESTED AT DESIGN PRE;,SUR.E FOR ONE HOUR. "\J AAINBIRD le-O6-SAM-PR5-15H-PC-S POP-UP SHRUB SPRAY HEAD C. THE: C,ONTRAC.TOR SHALL NOT ALLOW NOR C.AUSE ANl" OF HIS WORK TO 6E C,OVEl'<ED UNTIL IT HAS BEEN INSPEC.TED, TESTED AND APPROVED 'V RAINEllRD Ieo6-SAM-PR5-l!:ioF-PC-S POP-UP SHRUB SPRAY HEAD Ell" i1-1c Ol'iNER'S AUTHORIZED REPRESENTATIVE AND CITl" INSPEC-TOR. ~ 12. IRRICSATION C-ONTRAC.TOR SHALL ADJUST ALL HEADS TO PROVIDE EVEN C,OVERAGoE AND TO KEEP SPRAY' OFF ElUILDINCSS, l'iALJ<l'iAYS, l'iALLS, '!J AAINE:olRD lf>Ol:>-SAM-PR5-ISVAN-PC-S POP-UP SHRUB SPRAY HEAD AND DRIVES. DJ R.AINBIRD I006-5AM-PR5-I5EST-PC-S POP-UP SHRUB SPRAY HEAD <SPM RADIUS PSI .10 .20 5' 5' VARIES 5' .50 50 90 50 50 50 50 50 50 90 50 50 50 .52 I.I VARIES I?,' O.b5 12' 1.5 2.65 12' 12' VARIES 12' 0."12 15' 1.es 3.1 VARIES .10 .20 VARIES .90 .52 I.I VARII:S 0.65 1.5 2.65 VARIES 0."12 1.e,5 3.1 15' 50 15' 50 15' 50 5' 50 5' 90 5' 90 I?,' 50 I?,' 50 I?,' 50 I?,' 50 12' 50 12' 50 1:2' 50 12' 50 15' 50 15' 50 15' 50 15' 50 VAR.IE~ 0.65 1.5 4'Xl5' 50 4'X50' 50 13. l'iHEN THE SPRINKLER SYSTEM 15 C-OMPLETED, i1-1c C-ONTR.AC.TOR, IN i1-lc PRESENCE OF THE: Of'!NER'S AUTHORIZED REPRESENTATIVE, SHALL []I AAINBIRD I006-5AM-PRS-I555T-PC-S POP-UP SHRUB SPRAY HEAD =~ ~o"~'~·\~~~~i:=~~~p~t~,,;~; ;~=~lkc.OM~~':;'~EfJ~~1+ zr:r~:~~IES OF &,'5.<------C::RA~IN-2B~RD5:::'-~X,:::B?:,T,.,-~10,.,_--::e,:-"-'~~~~~~--'?.)~MS:L:C:.:T~l'.::-OU~T_.,LE&,-T,'XE~R-::;l-6~LIG,~EM~l'::lf,I E::::R.~SA.AIN~V_,Bc.,-.;_;IO._:.RND,=;.__.;;:eo;;;.;,..xA.'-'i-:',..-...,-~~ C,OVERAGE AT HIS Ol'iN C.OST. IRFtlCSATION C,ONTRAC-TOR SHALL MAINTAIN i1-1c SYSTEM FOR A PERIOD OF SIXTY (60) PAYS AND SHALL MTER ON A AAIN61RD 1500A-F AD.JUSTA6LE FULL C-IRC-LE eueeLER 0.5 1.1 50 DAIL l" EIA5I5. • RAIN BIRD lf>O6-SAM-PR5-!:ioF-6 POP-UP SHRU6 eLJOOLER 14. PRIOR TO FINAL AC.C.EPTANCE, i1-1c C.ONTRAC-TOR SHALL FURNISH TO THE Ol'iNER A C.OMPLETE 'AS-ElUILT' DRAf'JINGo AND THREE PRlt-lTS SHOl'ilNGo ♦ RAIN BIRD I006-5AM-PR5-5C-ST-B POP-UP SHRUB eLJBBLER EXACT LOC,ATIONS OF ALL ITEMS INSTALLED. 15. PRIOR TO FINAL AC.C.EPTAt-lc.E, THE IAAIGATIOt-1 C.ONTRAC.TOR SHALL PLAC-E A LAMINATED, REDUC-ED C,OPl" OF THE: AS-61.ilLT IRRl<!>ATION PLAN, @ AAIN61RD Rl"i5--6C,Go ROOT i"lATER.IN<S SYSTEM C.OLOR-CODED AS TO C-OVERAGE AREAS FOR EAC-H VALVE, IN i1-lc CONTROLLER ENCLOSURE. 16. THE IRRIGATIOt-1 C.ONTR.Ac.TOR SHAL.L GUARANTEE THE: ENTIRE IRRIGoATION SYSTEM TO 6E FREE OF DEFECTS It-I l'iORKMANSHIP AND MATERIALS 1.50 5' 90 0.50 5' 90 0.25 90 NOTE, FOR A PERIOD OF ONE (I) l"EAR FROM FINAL AC.C.EPTANc.E Ell" THE Ol'iNER Ji. "THRUST ElLOC.1<5 c.ONSISTING OF A MINIMUM OF I CU6IC. FOOT OF C-ONc.RETE (2,:)00 PSI) SHALL 6E INSTALLED AROUND MAINLINES 5 "AND Al:IOYE AT EL601'i5 AND AT POINTS OF CHANGoE It-I DIREC-TIOt-1.' (C.ITl" OF C.AR.L56AD LANDSCAPE MANUAL IY.5-5). ~-------------------------,--------------------------, If>. Ie,. INSTALL POP-UP5 IN THE: RIGHT-oF-WAl" AND WHEREVER l'ilTHIN 10 FEET OF HARDSC.APE, TURF, OR OTHER AREAS WHERE PEDESTRIAN TRAFFIC. MAl" OC-C.Ufll * POP-UPS REQUIRED IN Rl<SHT-Of-V'lAY AND J/IIHEREVER Y'ilTHIN 10' OF ANY HAR.DSC-APE, 11.JRF OR OTHER AREA Y'iHERE PEDESTRIAN TRAFFIC.E MAY OC.C.UR. OUTSIDE Of 10' IN SHRUB BEDS U5E SHRUB SPRAY HEAD ON 12" RISER ** ALL HEADS ON REC.Ye.LED SYSTEMS TO REC.EIVE -RAINBIRD Je,ooNP COVER (MODEL #A46610) OR PA e,s-NP (NON-POTABLE PLASTIC. SHRUB ADAPTER) A c_OUTSIDE WAU._j G 0 CONTROLLER: OUTDOOR WAU. MOUNT @ 1.,-INCH P\IC SCH 4D CONDUIT AND FITTINGS @ WIRES TO REMOTE CONTROL VALVES © JUNCTION BOX © 1-INCH P\IC SCH 40 CONDUIT AND FITilNGS TO POWER SUPPLY IRRITROL HYBRID CONTROLLER PERPENDICU 0 SLOPE VERTICAL 0 4-INCH GRATE @ BUBBLER: RAIN BIRD 1402 D.50 GPM (INCLUDED) @ ROOT WATERING S'rSTEM: RAIN BIRD RWS-BCG (INCLUDES H02 0.50 GPM BUBBLER WITH RISER, GRATE, SWING ASSEMBLY, 1/2" MALE NPT INLET. AND BASKET CANISTER) © FINISH GRADE © OPTIONAL PEA GRAVEL OR RWS SAND SOCK (RWS-SOCK) FOR SANDY SOILS © 1/2-INCH P\IC SCH BO NIPPLE 0 1/2-INCH 9D-DEGREE ELBOW © 12-INCH SWING ASSEMBLY {INCLUDED) @) 1/2-INCH MALE NPT INLET @ PVC SCH 40 TEE DR EL @ 1.ATERAL PIPE (G) 4-INCH BASKET WEAVE CANISTER B ROOT WATERING SYSTEM IF STANDARD NOZZLES ARE USED AT TOP OF SLOPE, TILT HEADS TOWARDS TDE OF SLOPE. INSTALL SLIGHTLY DOWN FROM THE TOP EDGE OF THE SLOPE INST/Ill. MID-SLOPE SPRINKLER HEADS HALFWAY BETWEEN VERTICAL AND PERPENDICULAR TO SLOPE I I I I I LOW-ANGLE SPRINKLER: IF INSTALLED VERTICAU.Y AT TOP OF SLOPE TOP TILTED SLIGHTLY I I BACK FRDM VERTICAL C ...Ill)'--_LJL::.... _ ----------------t- SPRAY HEADS AND ROTORS INSTALLATION FOR SLOPES APPROVED FOR PLANTING ANO IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 04/18/0"1 DRN'IN BY, JAH/c.<S JOB NUMBE:R, 2100.iO FILE, REVISIONS, ·-HOWARD:: , ASSOCIATES, , " landscape architecture ,J,. 2 9 l 9 BIIHO r,o ••D die go drive aulte 350 """ Uicgo ca 921 nA 61!1 718 %hD 1'1. ALL IAAIGoATION EQUIPMENT UTILIZlt-le-RECLAIMED WA"Tl':R SHALL 6E C.OLORED PURPLE PER CARL56AD MUNIC.IPAL MTER DISTRICT REQUIREMENTS. 20. USE PAGE ELEC.TRIC. MAXIC-OM VilRE FOR 2-l'ilRE DEC.ODER WIRE PATH. 21. AARNlt-le-TAPES REGUIRED (2) ONE TO BE LOCATED DIREC.11-Y Ot-1 TOP OF MAINLINE AND ONE 12' ABOVE. 22. SURGE PROTEC-TOR AND GROUNDINe ROD 15 NEEDED EVERY 450' OF LINEAR OF CONTROi.. l'ilRE. RECLAIMEP l'v'oTER 1-11:TER -DEVELOPER RESPON5IBLI; FOF! METER INSTALLATION POTABLI: l'v'oTER 1-11:TER -DEVELOPER RESPONSIBLJ; FOf1. MflEF! INSTALLATION SEE RAlt-16IRD 5PEC.IFICATION5 FOR GROUNDING lt-15TR.Uc.TION5. 23. POP-UP HE:le-HTS ARE TO 6E 1:2" Hie-I-I (RAlt-16IRD MODEL Ie,I2) IN STAR JASMINE AND LANTANA. 6" HICSH (RAlt-16IRD MODEL 1006) It-I TURF. 24. THRUST BLOC.KS C-ON5I5TINe OF A MINIMUM OF I C.UEllC. FOOT OF C-ONc.RETE (2,000 p,,V SHALL BE INSTALLED AROUND MAINLINES 5" AND ABOVE IRRIGATION CONTl<OLLER IRRITROL MC, PLUS AUTOMATI~ & STATION CONTI<OI.J.ER -MOUNT INSIDE POOL BUii.PiNG l'"IITH HUNlEF! MINJ-cLIK RAIN SHUTOFF -MOUNT DISC.REE:Tl. Y TO BUii.PiNG OF! POOi. Fi;Nt;E AT EL601'i5 AND AT POINTS OF CHANGE IN DIREC-TION. ~----1/4-INCH rue,NC "'""' ..• R"1H BIRD TS-025 {TIPICAL,I ~----1/4--INCH TUBINQ: POLYEIH'l"l.£NE DISTRIBUTION TUBIIC RAltl BIRD Pf-026 ~--SUBTERAANDII\I o.rrER SOlC: PVC SCH 40 TEE OR Ell. 0 THREE MULTI-OUTLET XBT-10-6 FOR IRRIGATION DETAILS S££SH££T03 "AS-BUILT P.E. EXP. REVIEWED BY: INSPECTOR " RAIN BIRO 1/8-IORHD t.lULTI-OUTL.ET EMITTER: RAlN BIRD Sl-ftUB XERI-BUG XB'r-1D-S PVC LATDW. PIPE "'-----3--JNCH ijlN, DEPTH OF 3/+-INCH WASHED 13,AAVEI.. FINISH GRADE XERI-BUGS ON RISER DATE DATE BENCHMARK: DESCRIPTION: STANDARD 1/-10 STREET CENTERLINE PELL /JON/JMEN T LOCATION: CENTERUN£ OF R CAMINO RCAl AT CNC/NH:R's STAllON 454f92 PCR R.S 1800-1 RECORD FROM: COUNTY BENCH LCVCLS {Na CO/JNTY VE:Rl CONTRfX DATA) ELEVATION: 68.479 DAT/JII: IJ.S.C. ,! C.S. 9 22 OB MM IRRIGATION CONTROLLER RAINBIRP MDC-50 CONTROLLl:F! #SAl-f1.65-50A-PP/FM-l.:l5e/f1.91: l'"IITH H!,l'llEF! MINl-cLIK RAIN SHUTOFF RAINBIRP PESBFI. REMOlE CONTROL Y AL VE: REC-1.AIMEP KA, -SIZf FER Pl.AH -(I DECODER ADDRESS PER. PEB Y AL YE: RAINBIRP RAINBIRP Na50N XC.Z-LF-I00-PF!F WNTROL ZONE KIT {POTABLE l'v'o~ -SIZf PER. Pl.AH -(0 ~ ADDRESS PER PEB VALVE: XC.Z-I00-fl~M CONTROL ZONE KIT (POTABIJ; KA,~ -SIZf FER Pl.AH -(I) DEc.ODEF! ADDRESS PER PEB VALVE GIIJICK COUPLER VALVE FOf1. REC-YCLED l'v'oTER NEL50N MODa 11645 GIIJICK COUPl..!;f1. Y AL VE: FOF! POT Ael.E l'"IA lEf1. NEL50N t-10DEL i164:l RAINBIRP KIN66ROS. GB SERIES MASlEF! REMOlE WNTROL Y AL YE: TF!UE-UNION PLASTIC. BAU. VALVE: -LIH; SIZf 6 E!.ECJRIC. ME"fER/PEDESTAL BY' OTHERS -FIELD YEF!IFY LOCATION II] l'"IILKINS 500 SERIES~ REel!LATOF! II] C.AL 5EN5E FHI .:256 F~Ol'"I 5fNSOF! ISi FEBCO 825Y' REDIJCED PRESSURE BACKFl.01'1 PREVE:N"TEF! P./~ PA~IFIC, PLASTICS •~ye,1.1; fLO)"j' CL 200 LAlERAL LINE -SIZf FER Pl.AH -12' MINIMUM COVEf1. -6/4' MINIMUM SIZf {FIJRPU;} ------P./~ CL 200 LAlERAL LINE -SIZf PER Pl.AH -12' MINIMUM COVEf1. -9/4' MINIM\A'I SIZE (l'"IHllE/ --- -··-··-··- P./C. PAC-IFIC. PI.ASTIC9 "CYC-LE FLOl'"I" C.L6I5 MAIN LINE {2' OF! J.AA<loER) -SIZf PER PLAN -I&" MINIMUH COVEf1. FOR 2-1/2' ANO LESS 24' COYER FOf1. 3'+1/2' (PURPI£) P./C. PAC-IFIC PLASTl~S ''CYC-LE FLOl'"I' c.LaI5 MAIN LINE (2" OF! J.AA<loER) -SIZf PER. Pl.AH -I&" MIHIMJl-ot COYER FOf1. 2-1/2' ANO LE$$ 24' COYER FOf1. 6'-5-1/2' (l'IHllE! !:)---5-IF!F!IG>ATION STUB FOf1. FI.ITl.lf1.E: TIE IH-:ef DETAIL Gl PACIFI~ PLASTICS ''CY'C.1.1; FLOW' P./C IAAIG>ATION PIPE SLEEVE -Tl'"IIC,E THE SIZE OF vt:>RKING LINE PACIFIC PLASTIC,9 "C.Y'C,LE FLOl'"I' P./C. l'"IIF!E SLEEVE -2' MIN SLEEVE$ SHALL 6E AS FQLLQVe, -MAINS, l'IIF!E, ANO LATERALS UNJ:lER \/EHIC.1.1; PAYING TO BE IN SEPARA-rl; f'VC SC.1-m.lE 00 51...EEvES JlilTH 96' COVE'R. -HAINS, J.A'TERALS, ANO l'"IIF!E UNDER PEDESTRIAN FAYING TO Bf IN SEFAAATI; P./C SC.HEDULE 40 SLEEVES. PIPE CCVEf1.AGoE AS FOLLOl"IS, -LE55 THAN 3' IN DIAME"TER. -(I&" MINIMUM ~. -3" AND UP TO ,-112• IH DIAM"TER -(24' HINIMUH ~. -6' OF! G-REATEF! IN DIAMETER -(::16' MINIMUH ~ J.L2C'_oc__,_i_-_-'~~~::~: =i:-CONTROLLER 5fGIIJENCE ~ -VALVE: SIZf RE:VISED LEGEND & ADDED DRIP EMITTER DETAIL ~ CITY OF CARLSBAD l------l---+----------------+---+---4---+-----l LJllj PIJ\NNING DEPARTMENT t----1----1----------------------+-----i>-----1 ~ Lill IRRIGATION LEGEND .t NOTES FOR: ROBERTSON RANCH PA 19 c.r. 02-16 DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION I APPROVED I ·I I I 1----~-+-----------+--+---1----1--1 1..,_,:i;-_ C;r-til~it: i:;-,G\.efl t------l--+---------------4---+---+--+---, !::;;:;:PI.AN:;;:;::N;;:;ING:;::::::==::;--;=======::;;::::=D::A:::T:::E=::· OWN BY: ---PROJECT NO. DRAWING NO. ~g ~~---SDP 06-06 _453-9l DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CMWD __ -_ - A F K p MAINLINE, LATERAL. AND WIRING IN THE SAME TRENCH RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUNDU: AT 10-FOOT INTERVALS. NOTES: SfCTIOti VIEW MAINLINE LATERAL WIRING IN CONDUIT PIPE PIPE • WARNING TAPE -(2) TOTAL -1 ATTACHED TO THE TOP OF MAINLINE WITH PU\STIC TAPE EVERY 5' ON CENTER 1 -12' /'BOVE MAINLINE ALL SOLVENT WELD PU\STIC PIPING TO BE SNAKED IN TRENCH AS SHOWN. WIRE W/0 CONDUIT TIE A 24-INCH LOOP IN ALL WIRING AT CHANGES Of DIRECTION Of 30- 0R GREATER. UNTIE Pl'TER ALL CONNECTIONS HAVE BEEN MADE. 1. SLEEVE BELOW ALL HARDSCAFE ELEMENTS WITH SCHEDULE 80 PVC TWICE THE DC'\METER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPEClFlCATtONS. PIPE & WIRE TRENCHING NTS B 0 ROUND PURPLE PLASTIC VN....VE I BOX, AMATEK OR EQUAL FINISH GRADE BALL VALVE INTEGRAL UNIONS PVC SCH. 40, 45' ELL (TYP) © PVC PRESSURE MAINLINE PIPE (SEE SPECS.) 0 1 CU. FT. PEA GRAVEL © 2X4 REDWOOD OR BRICK BLOCKING ® DEPTH-SEE SPECIFICATIONS 1 2 3 11 0 30-INCH LINEAR LENGTH OF WIRE, COILED 0 WATER PROOF CONNECTION (1 OF 2) @10 TAG 0 REMOTE CONTROL VAL\/'2 RAIN BIRO PE8 f's\ VALVE BOX WJTH COVER: \.::!,./ 12-INCH SIZE © FINISH GRADE/TOP OF MULCH 0 PVC SCH 80 NIPPLE (CLOSE) @PVC SCH 40 ELL ® PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) @ BRICK (1 OF 4) @PVC MAINLINE Plf'E @scH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL @ PVC SCH 40 TEE OR ELL (8 PVC SCH 40 MALE ADAPTER @PVC LATERAL PIPE @) 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL REMOTE CONTROL VALVE W/,001////20'/21//ff~/21/,01///m7" / 315 FEET 12" MIN LEGEND Ci) STREET SURFACE ® POTABLE SERVICE UNE @RECLAIMED WATER IRRIGATION MAINLINE W/ SLEEVE I REQ. VERT. SEPARATION NOTES: ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE ANO LABELED AS SPECIFIED !N: ~STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" AND ~CARLSBAD RECLAMATtoN RULES AND REGULATIONS FOR CONSTRUCTION Of RECLAIMED WATER MAINS" OCTOBER 1993 BALL VALVE NTS G POTABLE MAINLINE CROSSING RECYCLED SIGNAGE NOTES: RECLAIMED WATER SIGN FINISH GRADE 5' X 1-1/4' T POST VANDAL PROOF W>.RDWARE G)PAVING ® DITCH 0 SLEEVES 0PVCCAF (TYPICAL) 1. ALL PVC IRRIGATION SLEEVES TO BE CLASS 200 PIPE. 2. All JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE TO 24-INCHES MINIMU~ ABOVE FINISH GRADE. 4. MECHANICALLY TAMP TO 95" PROCTOR. SLEEVING NTS L NOTE: 0 FlNISH GRADE/TOP OF MULCH 0 QUICK-COUPLING VALVE WITH LOCKING PURPLE CN' @VALVE BOX WITH PURPLE COVER: 6-INCH SIZE © 3-INCH MINIMUM DEPTH OF 3/ 4-INCH WASHED GRAVEL @ PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ~ BRICK (1 OF 2) PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL ® PVC MAINUNE PIPE @ PVC SCH 40 ELL @ 2' < 2' REDWOOD STAKE W/ STAINLESS STEEL GEAR ClAMPS OR EQUIVALENT SUPPORT SYSTEM 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 2. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. QUICK-COUPLING VALVE @ 1 o• PLASTIC BOX (bl 2 SPARE WIRES AND 1 COMMON WIRE (MAINLINE ONLY) @ FLUSH IN LAWN AREAS, 2• IN SHRUB AREAS. 0 FINISH GRADE TOP OF MULCH 5 @ 3/ 4 • GRAVEL SUMP IN, UNDER ANO AROUND VALi/ES BOX. FILL TO TOP OF VALVE BOX HOLES @ INSTALL FILTER FABRK: AROUND GRAVEL SUMP, 0 STUB UP AND CAP IRRIGATION STUB 0 MAINIFOLD PRESSURE SUPPLY LINE LOCATED UNDERNEATH -PER PLAN I REl.tOTE CONTROL VAf..VE PRESSURE SUPPLY LINE PER PLAN MAJNIFOLD BALL VALVE MANIFOLD PRESSURE SUPPLY LINE LOCATED UNDERNEATH -1 • © QUICK COUPLER BALL VALVE c,..--,-------- 1'-6' 1'-6" 0 QUICK COUPLER © HEAT BRAND ALL VALVE BOXES PER SPECIFICATIONS ~ DECODER TWO WIRE CABLE (INPUT) WIRE OUTPUT _, _______ /: 1'-6' 1'-6" NOTE: NO MORE THAN 4 REMOTE CONTROL VALVES ARE TO BE INSTALLED PER MANIFOLD. ALL MANIFOLDS ARE TO BE INSTALLED !N PLANTER AREAS PER SPECIFICATIONS. C TYPICAL MANIFOLD CONFIGURATION 5 2 1-----:1..2 4 \ 2 1 0 SENSOR ® OBY CONNECTIONS. 0 SENSOR DECODER. so-210 0 TWO-WIRE CABLE © INPUT © OUTPUT 0 SOLENOID (VALVE), MASTER VALVE, OR BOOSTER VALVE. © DBY CONNECTIONS. @ FIELD DECODER. FD-1 02, 202. 406. 601 0 TWO-WIRE CABLE @ INPUT © OUTPUT D SENSOR & MASTER VALVE WIRING DIAGRAM E 0 30-INCH LINEAR LENGTH OF WIRE COILED @ WATERPROOF CONNECTION: RAN BIRD SPLICE-I (1 OF 2) 0 10 TAG: RAN BIRD '10 SERIES 0 VALVE BOX WITH COVER: © FINISH GRADE/TOP OF MULCH @ REMOTE CONTROi. VALVE: RAN BIRD GB -PRS-D 0 PVC SCH BO NIPPLE (CLOSE) © PVC SCH 40 ELL ® PVfL&°G'tllJ..s"1l;f~61RED) @ BRICK (1 OF 4) G]) PVC MAINUNE PIPE @ SCH 80 NIPPLE (2,.-(NCH LENGHJ, HIDDEN) AND SCH 4u Ell @ OMJT (8 PVC SCH 40 MALE ADAPTER @) PVC MAINLINE PIPE @ .1.0-INCH MINIMUM DEPTH OF .1/4-INCH WASHED GRAVEL MASTER CONTROL VALVE ATERPROOF ELECTRICAL CONNECTORS SLEEVE CHART FOR IRRIGATION PIPE* PIPE SCHEDULE 40180 PVC SLEEVE SIZE 3/4" 2" 1" 2" 1-1/4" 2-112" 1-1/2" 3" 2' 4• 2-112" 6" 3• 6" 4" 6' NOTE: SLEEVE CHART IS FOR THE CONVENIENCE TO TI-IE CONTRACTOR. CONTRACTOR SHALL PROVIDE ADEQUATE PIPE SLEEVE SIZE TO ACCOMMODATE THE INSTALLATION OF THE IRRIGATION PIPE AND WIRES 'SCHEDULE 80 PVC FOR UNDER STREET PAVING 'SCHEDULE 40 PVC FOR UNDER WALKWAYS 0 PLASTIC NOZZLE WITH PURPLE CAP MASTER VALVE VALVE BOX\ (DO NOT USE PRE-FlLLED TYPE CONNECTORS) MEiER eox AND MEiER.--.. SIDEHALK. ---... ,_,_ __ 2411---- aJR6 ,i=:::::::;:===~======i:1-------I------ APPROX. b" • POTA6LE SERVIGE LINE ---12" Ml !MUM t 10' MINIMUM TO POTA6LE MAINLINE IN STREET RECfGLED r'IATER IRRI.SATION MAINLINE WSLEEYE NQlc, VERTIGAL GLEARANc;E OF 12" MINIMUM 15 MANDATORY Yi-lEN GROSSING PATH OF A POTABLE r'IATER LINE. INSTALLATION OF REC,YGLED r'IATER IRRIGATION MAINLINE 24" FROM FAGE OF SIDEHALK HILL PROVIDE THE NECESSARY 10' HORIZONTAL GLEARANc;E FROM POTABLE MAINLINE IN STREET. © BRASS SHRUB ADAPTER 0 PLANT MATERIAL © FINISH GRADE/TOP Of MULCH @ UV RADlA TION RESIST ANT PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) © PVC SCH 40 ELL 0 PVC SCH 40 STREET ELL © PVC SCH 40 TEE OR ELL ® PVC LATERAL PIPE @ HEIGHT PER IRRIGATION LEGEND e• OF GRAVEL IN VALVE BOXES FLOW METER PIPE SIZING CHART F.M. UPSTREAM DOWNSTREAM SIZE LENGTH LENGTH 1· 1,25• 1.5' 2• 3• 10· 12.5" 15' 20· 30• 5• 6.25' 7.5" 1 o· 15" H POTABLE SERVICE LINE CROSSING NOZZLE ON RISER NTS j FLOW SENSOR NTS M 18' t rn 4 0 UNITED GREEH TECH 18' SATELLITE ASSEMBLY (SA SERIES) NEMA 3R RAINPROOF ENCLOSURE (UL LISTED) 0 MASTER VALVE RELAY 0 3/4" PVC CONDUIT FOR 120 V/>C FRO~ METERED POWER SUPPLY' 0 RADIO REMOTE ACCESS © PVC CONDUIT FOR CONTROL W!RES, SIZE AS REQUIRED © 1-1/4' PVC CONDUIT FOR COMMUNICATION CABLE TO CCU 0 1 ~ PVC CONDUIT FOR FLOW SENSOR CABLE AEF 9516-2SP © 5/8' DIA X 8' GROUN ROD W/ #10 GROUND WIRE AND Ct.AMP ® FILL VOIDS WITH CONCRETE PEDESTAL CONTROLLER REINFORCING STEEi DETAIL 39' MAX. ENP CAP Bl OCK NOTE: 0 COPPER UNION (1 OF 2) 2 @REDUCED PRESSURE BACKFLOW PREVENTER: RAIN BIRD RP-QT 0 COPPER MALE ADAPTER (1 DF 2) 0 COPPER 90' ELL (1 OF 4) @coPPER PIPE (TYPICAL) © FINISH GP.ADE 8 (vPVC MALE ADAPTER 7 ® IRRIGATION MAINLINE PIPE ® COPPER FEMALE ADAPTER @nSCHEDULE K HARD COPPER" PIPE FROM POINT-OF- CONNECTION 1. INSTALL BACKFLOW lll!B'lml!ltIT'-'5 WR!EJIR[Drat LOCAL CODES AND HEALTH © PRESSURE REDUCER @UNION REQUIREMENTS PRIOR TO INSTAI...U..TION. 2. "SCHEDULE K HARD COPPER" PIPE TO BE USED BETWEEN METER AND BACKFLOW PREVENTER. 3. INSTALL PER CMWD STD. DWG. f W-20 N BACKFLOW PREVENTER DATE, 1/15/08 DRAY-IN 6Y, JAH/C-6 J06 NUMBER, 2100.10 FILE, REVISIONS, 0 PLANT MATERIAL 0 FINISH GRADE/TOP OF MULCH 0 POP-UP SPRAY SPRINKLER: RAINBIRO-PCS 0 -PCS PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) f£ PVC SCH 40 ELL ~ PVC SCH 40 STREET ELL 0 PVC SCH 40 TEE OR ELL © PVC lATERAt. PIPE ® ADJACENT PA'1NG 6 0 POP-UP SPRAY SPRINKLER HOWARD ASSOCIATES landscape architecture r 1 a 2 9 I 9 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. , 1-1/( 2-1/t 45; 511; 6U ~ CITY OF CARLSBAD ~ l----,f-----1----------------f----1----1-------+---I LQ}_j PLANNING DEPARTMENT L_1_l_j :===:::::::::::..====================~:::::::::::::! HORIZONTAL & VERTICAL BEND ill i CONCRET'E THRUST BLOCK POLYETHYLENE WRM' N0.4 REINFORCING STEEL NTS BENCHMARK: DESCRIPTION: STANDARD 11-10 STREET CENTERLINE ~LL MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENGINEER'S STATION 454+92 PER R.S 1800-1 IRRIGATION 0£TA!lS FOR: ROBERTSON RANCH PA 19 f----+-----l--------------1----1---+--+-----l l-=7,,_lAt7-,.,,,:,,,~'P~G ==-D\--'-(-'1T,...-'-f::L4l),..._ee'd\-_u_ ____ _ OWN BY: __ _ PROJECT NO. DATE INITIAL DATE INITIAL DATE CHKD BY: __ _ C.T. 02-16 DRAWING NO. R THRUST BLOCKS FOR 3" < PIPE RECORD FROM: COUNTY BENCH Lflf:LS (NO. COUNTY '£RT. CONTROL DATA) ELEVATION: 68.419 OA TUM: U.S.C. &-G.S. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY' APPROVAL RVWD BY: SOP 06-06 _453 9L CMWD -I: u, (JJ I ....0 r- - ' MAINLINE AND VALVES SHOWN UNDER WALKS AND IN RIGHT OF WAY FOR GRAPHIC CLARITY ONLY. WHEN INSTALLING PLACE MAINLINE AND VALVES IN PLANTING AREAS ADJACENT TO WALKS OUT OF RIGHT OF WAY. SET PRESSURE REDUCER TO 90 PSI. CONTRACTOR TO FIELD ADJUST AS I NECESSARY FOR OPTIMUM PERFORMANfE I FOR PRESSURE CALCULATION SEE SHEST 2 POINT OF CONNECTION# 12@ STA. 22+ 3 TO BE A 1-1/2" RECLAIMED V1ATER METER >"IITH A H/2" BACKFLOV'< PREVENTER. STAT+ PRESSURE AT METER= 129 PSI AT ELEVATION 86'. , \o SET PRESSURE REDUCER TO 90 PSI. CONTRACTOR TO FIELD ADJUST AS NECESSARY FOR OPTIMUM PERFORMAN E FOR PRESSURE CALCULATION SEE SHEE 2 POINT OF CONNECTION I< II @ STA. 23+61 TO BE A 1-1/2" POTABLE V1ATER METER V'<ITH A 1-1/2" BACKFLOV'< PREVENTER. STATIC PRESSURE AT METER= 12.1 PSI AT ELEVATION 81'. 0 10' 20' 60' i i Scale 1 = 20' 2.0 12" ·,4• t>8.I ... -J'.:::::::.-<--' CA . $E -1/2." · - 78' " 9 I ---'<-172, . -.... -. - a iii s~ p FOR /RR/GA TION LEGEND, NOTES, & DETAILS SEE SHEETS 02-03 FOR /RR/GA TION SPECIF/CATIONS North SEE SHEETS 05-06 APPROVED FOR PLANTING DATE, 04/13/0"1 4 •t HOWARD:: AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DRAY'4N BY, JAH/C6 JOB NUMBER, 2100.10 FILE, REYl510N5, .;) ·1' "ASSOCIATES« ❖ ;, landscape architecture rla 29 l '.J 8880 rio s11.n dicgo drive suite 350 ~urt ,lic):O cu <J2 l08 6L9 718 9660 11.5 - 1.2~ re ' ., iii TER LL BOX LL BOX --- !'I !'I CONTRACTOR RESPONSIBLE FOR ALL NECESSARY CONNECTIONS 4 MATERIALS FROM ELECTRICAL CIRCUIT PROVIDED @ POOL BULDIN5 TO CONTROLLERS K $ L. 2" 2" I FOR PLANTING SEE SHEET 9 FOR CONSTRUCTION SEE SHEETS 13-14 ~ ~'AS-BUILT ~""-("' "-~❖ . ' !:'!:( ~ SIGNAl\JOE P.E. -il:tr:l\'o REVIEWED ,;2\ _ tr f1µ 4'-~_,; INSPECTOR Alander Ct.If W-:::f---.L 3.6 I 1!1 I . I! I t, "'1!1 I 1-1/2" 141 K-3 " 52.8 8.1 " 4·21·1~ DATE '-1 -;., . r..::; DATE L-5 / 31.2 K-4 I" PROPOSED DRINKING F UNTAI -5/4'!.---....-r MAINLINE AND VALVES SHOWN UNDER WALKS FOR GRAPHIC CLARITY ONLY. WHEN INSTALLING PLACE MAINLINE AND VALVES IN PLANTING AREAS ADJACENT TO WALKS 5ROUND ROD 11.0 -J 2" ~ ----,_ -- ND OF MAINLINE I _J_-.f' 3 4" I I I I I /END AT P.O.C. CONNECT --lt>,11, * 18, -..:::_-_ _ DV'<5. NO. o MAINLINE, PA In' OF CARLSBAD 53-8L -=a ~-~~ ---. ROJECTPH""~'~Tll!..,_ -:-SEE_ PA 16, 17, & 18 LA7:!Q!!C. P PLANS-SHEET 12 "" 0 E, SEE PA 16, 11, $ 18 LA SCAPE PLANS -S ET 12 • FOR ALL FUTU E CONNECTIONS -------L;IT OF WORK \--1::::::::==:PR JECT PHASING LINE -S E 16, 17, & 18 LANDSCAPE PLANS-SHEET 12 -~--===-....------. -----=---, -----:,; ------ I I I I I I 9/22/08 MM I,\ REV1SED /RR/GA TION PLAN PER []TI CITY OF CARLSBAD uTI HARDSCAPE CHANGES 4 1 2/25/09 MM /1 ENffiY MONUMENT DELETION PLANNING DEPARTMENT 12/4/09 MM I-MOW CURB DELETION & PLANTING REV1SION IRRIGATION PLANS FOR: BENCHMARK: 2/11/15 JH AS-BU/LT PLANS SHEET 04 & 09 ROBERTSON RANCH DESCRIPTION: STANDARD M-10 STREET CENTERLINE Mell MONUMENT PA 19 C. T. 02-16 LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER's STAllON 454+92 PER R.S 1800-1 I APPROVED Jl(;g\ ½;:· ~!_;;tr: +-;,= . I "i"I PLANNING DATE RECORD FROM: COUNTY BENCH Lfl'tLS (NO. COUNTY VERT. CONTROL DATA) ELEVATION: 68.419 DATUM: U.S.C. & G.S. DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE IN/TlAL CHKD BY: 453-9L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 06-06 CMWD PART I -<:,ENERAL I.I <:,ENERAL CONOITION5, Th"' general .:.ondltlon&, specie,! .:.ondltlons, c,nd Division I, Gll"9 c,n c,dd<>d part o, this s<>ctlon ood th"' contracot for this "or!<. shc,II c:,pply to this section c,s folly c,s If r<>p<>Glt<>d he>r<>ln. 1.2 SCOPE, Th"' "orl<. Include>& all se>rvl.:.e>e, lc,i:)o;', n'\Glterlale, trarsportatlon and <>quipme>nt n<>ce>s5Glry to perform th .... orl<. indiCGlt<>d on th .. drGll'<inge and as sr<>colfi<>d. O.-.ner/devo,loper ..,;rI obtain and pay all p<>rmite r<>qoir<>d by gov<>ming avtnoritl<>e. Al on sit.,, r<>colalm<>d .. at<>r piping shall b" ln1>£c,il<>d In c:,c;coordanc"' >'11th th" uniform plumbing cood" and all other local governing cood<>e, rulo,e, ond r<>gulotlon. All piping sholl b" contlnuou.-ly and permGlrently mork<>d >'<Ith th" monufc:,c;turo,r'e nom"' or trademal<., nomlnol size, and scoh<>dul"' or colase Indicating th" pressure roting. PERMIT& AND LICENSE& Unless other .... 1s., stot<>d, so,cour" th<> ro,qulr<>d llcensee ard permits lncludlng paym<>nte or cohGlrg<>e and '"""'• glv<> r<>quir<>d notlc<>s to public authoritl<>s, and verify po,rmlts so,curo,d or Gll"rangements mc,d<J by others aH<>.:.t1n9 th<J >'iorl<. o, this secotlon. Y'!Glter meters and po..,.er meters "ill be th<J responsibility ot th<J o>'lner and/or hie representc,tlv<J for lnstollc,tlon and permit fees. 1.2.1 RELATED Y'IORI<, I. Londscc,plng section 02400 2. Compllanc<J to City ot CGlrf.,bad rec I aimed >'later .. tardad:> 1.2.2 GUALllY AS5URANCE .I QUALIFICATION& OF INSTALLER& Provld"' c,t i<>c,e,t on"' person >'lho sholl be present c,t all times during exe.:.utlon ot this portion or th"' v;orl<. and Hho shall b<J thoroughly fc,mtltor >'<ith th"' typ"' or materlc,ls being tne,toiled, th"' mat<>rlal manofacotur<>r':> recommended m<>thod:> or lnstallatlon, th"' City ot C-arlsbad reclaimed v;at<>r standarde and "ho "hall direct all "orl<. perform<>d ond<>r thle "ecotlon. .2 CODE& AND STANDARD& In addition to complying ..,.;th all pertln<>nt codes and regulatlone,, comply ..,.;th the latest rulee, or the National Elecotrlcoal Code ood Elecotrlcoal 5afety Orders or the 51:ate o, California, divisions o, Industrial ..afety, for all electrical "orl<. and motertals. Rerer to th<J latest edition ot th"' G,ro,en Dool<. Stc,ndGlrc:f Specifications for public "orks coonetrocotlon "here appllc<lbl9. The City ot Cc,rlsbad reclc,lmed >'<ater standGlrd!>, lateet editions ard rules c,nd regulation for reclaimed "at<>r servlco" In the City ot Calsl:x,d. Latest <>dltlone ore Incorporated Into these sp<>colflcoc,ttons by reference "here re.:.laim<>d >'<ater ie proposed. 1.3 5U6MITTAL5, .I &ubmit complete n'\Glterlal list prior to performing ony "orl<.. &ubmlt catalog data and Full descriptive literature Hhenever th" use o, Items dlfrerent thc,n those specolfled le requested. &ubmit notorlzed .:.ertlflcoatee by plastic:. pip" c,nd fitting manufc,coturere Indicating that material .:.omplies "Ith specifications, unless material has been previously c,pproved. .2 Submit material li1>t ueing th,5 follo"lng layout (Doobl" spc:,c;ed bet"""" each Item) Item Description Manurc,coturer Model No. I. Preeeur,5 Mainline Laeco 5CH. 40 2. LaV<n HeGld Ralnblrd I006-12F 3. Et.:.. Etc. Et.:.. .3 Eqotpment or mat<>rlale lnstal led or furnished t'lithout th" prior approval o, the Lands.:.ape Ar.:.hlte.:.t or City inspe.:.tor may be reJe.:.ted and su.:.h materials removed rrom the sit" at no exper,se to the ""ner/developer. .4 Approval or any Items, c,iternatlv<J, or substitution lndt.:.atee only that th" prodo.:.t(s) appar<>ntly meet the reqolrements or the drGll'<ings c,nd spe.:.ifl.:.attons on th"' basis o, th"' 1n,ormatlon or samples sobm!Hed. .5 The .:.ontra.:.tor le responsibl<J ror perrormc,n,:."' ot svbstitvted Items. If sobstitutlon proves to b"' unsatlsfc:,c;tory, th"' .:.ontrc,ctor shall repla.:." It >'11th ortglnally spe.:.ifted Item c,t no cost to the ""ner/d1>velop1>r. 1.4 <WARANTEE, .I &ubmit wltten guarantee In c,pproved form thot c,fl "orl<. sho.,..ing defects In materials or t'lorl<.manshlp >'1111 be repolred or repic:,c;ed at no .:.ost to the ot'lnerldeveloper for a period or one year from tho <late or a.:..:.eptar.:.e by the o.-.n<>r/d.,veloper. .2 The guarante<J form sholl be retyped onto th" .:.ontra.:.tor'e letterhead and .:.ontaln th"' follo,,.lng Information, A. <:,uGll"antee for Irrigation system -(Proje.:.t name). ~e hereby guarante"' that th<> Irrigation system""' hov"' Pvrnlshed and Installed for (pro Jed name) Is free from defe.:.te In materials ard t'lorl<.marshlp, and the t'lorl<. hae been .:.ompl1>ted in c:,c;cordan.:.e .,..;th th" dra.-.ings c,nd spe.:.iflcatlone, ordinary >'le>Gll" ard tear and unusual abus.,, or neglect ex.:.epted. V'la agree to repair or replace any defe.:.ts In n'\Glterlal or t'lori<.marshlp "hl.:.h may develop dorlng the period o, I year from dGlte or c:,c;.:.eptan.:.e and also to repair or repla.:." an~ daooge resulting from th<> repairing or replacing o, 5u.:.h defect5 at no addltlonal .:.ost to th"' o.-.nerl developer '1a sholl make so.:.h repairs or repla.:.ements t'ilthln a r<>asonabl" time, as d<>t<>rmln<>d by the ot'lnerldeveloper, after re.:.elpts or "1"Itten not!.:..,. In the event ot our failure to mal<.e su.:.h repaire or replc:,c;emente t'lithln a reasonable tlm<> after receipt or t'trltten notr.:.e Prom th" o.-.ner/do,v.,loper, t'le authorize the o"ner/dev.,lop...-to pro.:.eed to hav" said repairs or repla.:.emente made at our expense ard ""' >'1111 poy th,5 ,:.o,.ts and .:.hGll"ges thero,for" vpon derl'\Glnd. 6. PROJECT, (ProJe.:.t nc,mo,) C. LOCATION, (Legal deeurption or project property) Slgn<>d, Title, Address Telephone Signature and Dc,te, 1.5 06SERYATION, 1.5.1 INSPECTION 5CHEDULE .I In all cc,see "here observation or the sprinkler system t'lorl<. 19 required c,nd/or V<here portions or th<J t'lorl<. Gll"9 specIPted to be performed under th<> dtr.,.:.tlon and/or observation or th<J Lc,nds.:.Glp<J Ar.:.hlte.:.t or C:.lty in;,pe.:.tor. Th" .:.ontrc,.:.tor Is responsibl"' for notIPyIn9 th"' L<1nds.:.c:,p,5 k.:.hitecot or Lc,nde.:.ap"' Coordinator In Gldvanc,5 for th"' folJo,,.ing lnspe.:.tlone, c:,c;,:.ordlng to th" tlm8 lndl.:.ated, A. Pr<>-Job .:.onferenc"' -1 .:.alendar dc,ys 6. Lo.:.atlon o, Irrigation sleeves -48 hours C. Layoot or .:.ontrol eqolpment, sprinkler h<>ade and piping -48 hours D. Pres1>ure malnlln"' lnstallatlon and te1>tin9 -48 hours E. ConPorman.:."' to re,gulatlons for reclaimed >'later -48 hours F. Lateral trench depth .:.he.:.I<. -4e hovre 6. Coverc,ge teet -4e hours H. Final lnspe.:.tlon -48 hours I. NotrPy th" City or Carlsbad 24 hours In advc,n.:.e of beginning t'lorl<. (160) eI5-e,1oe .2 r'lhen lnspe.:.tlons hav<> be<>n .:.onducted bl.j other than the Lc,ndscc,pe Ar.:.hlte.:.t or the Lc,nds.:.c,p" C:.oordinator, sho" evidence or ;slien c,nd by V<hom thes" lnsp.,.:.tlone t'lere n'\Glde. . 3 No lnspe.:.tlon "Ill .:.ommen.:.e t'ilthout as-bvllt drat'llngs. In the event th" .:.ontrc:,c;tor call,. for an lnspe.:.tlon t'tlthoot as-bvllt dra>'<ings, t'ilthout .:.omplettng pr"vlously noted corre.:.tlons, or V<lthout preparing th" system ror inspe.:.tlon, the .:.ontrc,.:.tor shall be responsible for relmk:l.irslng the Lands.:.ape Architect or the Lands.:.ape Coordinator at th" rate oP $100.00 per hour /plus any transportation .:.ost) for the lnconvenlen.:.e. No Further Inspection:> .... 111 b9 s.:.h1>duled vntll this .:.harg"' has be<>n paid. Th"' C:.ity >'<Iii require as-bvllt dra .... Inge to be c,pproved prior to ba.:.kl'illlng malnllne tren.:.h. lh TE5TIN6, <:,ENERAL .I Furnish all necessary testing equipment c,nd personnel to meo,t testing requirement. .2 Corre.:.t all aefe.:.t and retest untll a.:..:.eptan.:." by oV<ner ard City. lh.l TESTS .I Mak"' hydro5tatl.:. tests only In the presen.:.e or th" City Inspector ♦ a representc,ttve or th" ""n<>r/aeveloper. Air pressure che.:.I<. all fines thot .:.ould t'le>al<.en or damage any major stru.:.tvres or hards.:.c:,pes, IP ;sater t'lere used. No pip" shall be ba.:.l<.filled until It has been inspe.:.ted, tested, and approved (ln.:.ludlng as-bvllt,.). .2 Furnish necessary ror.:." pump ard all other test equipment. . 3 Te,.t all pre,.,.vre matnline9 under a hydrootatlc pree .. ure or 125 P.S.I. ror a period oP four hours. .4 All testing shall be approved prior to the lnstc,ilc,tJon of remot<J .:.ontrol valves, qur.:.I<. coopler:>, or oth...-valve assemblie:>. .5 All piping under pc,ved aea:> shall b" tested under a hydrostatic:. pressur" or 1:25 P.5.I. for a period or four hours and proved V<aterttght, prior to the paving operation. lh.2 AD...IJSTIN6 SYSTEM .I Th"' .:.ontra.:.tor shall flush c,nd adjust all Irrigation head:> and valves for optimum performance and to prev<>nt over spray onto .... arks, road""Y"• building,., t'lalls and other stro.:.tvree. . 2 IP It Is det<>rmlned that Gldjustments in the irrigation equipment or nozzl" .:.honges >'1111 provide prop<>r and more aaequato .:.overage, mal<.e al I su.:.h chonges or moke arrangement:> t'lith manvfa.:.turer to have adjustment mGlde, prior to planting. . 3 Adjust remote control valves (battery systems) so that the most remote sprlnkler hec,de operot" at th" pressure re.:.ommended by sprinkler mc,nura.:.turer. lh.3. COYERA<:,E TEST .I Jl,lhen th" irrigation system ie .:.ompleted, th"' .:.ontra.:.tor shall perform a .:.overage test In th" presen.:." ol th"' Lands.:.ape Architect, Landscape Coordinator or City inspector, to do,termtn"' Ir th"' >'later .:.overage ror planting ar"a" le .:.omplete and adequate. Fvrnlsh all materials c,nd perform c,fl "ork required to .:.orrect c,ny lnaaequc:,c;ies or cooverage due to deviations from the plans or >'lher<> th<> 5ystem has be<>n t'illlfully lnstolled as lndl.:.ated on th<> dr=lngs t'then It Is obvlouo>ly inadequote or inappropriate, >'lithout bringing thls to the attention of th<> Lands.:.c:,pe Ar.:.hite.:.t or Lands.:.ape Cooralnator. This test shall be c:,c;.:.ompllshed befor" any ground .:.over ot turf Is planted. lh.4 DIRECT BURIAL CONTROL ~IRES . I All V<iring sholl b" tested for .:.ontlnuity, op<>n .:.ir.:.olb and unlntentlonal grounds prior to .:.onno,.:.tlng to equtpm<>nt. The minimum lnsulc,tlon resrstan.:.e to ground shall be fifty (SO) megaohms. Any V<lrlng not meeting this requirement shall be repic,.:.ed, at th" .:.ontra.:.tor'e expense. lh.5 FINAL ACC-EPTANCE .I vtlen c,fl v;orl<. under this contra.:.t has been .:.ompleted, tn.:.ludlng testing Gldjustmente, additions or deletlons, th"' .:.ontrc,.:.tor "Ill notify th" ov;ner for final lnspecotlon and c:,pproval. Fine,! c:,c;.:.eptc,nce by th"' oV<ner does not relieve tho .:.ontrc:,c;tor of his responsibility of "arranty. 1.1 RECORD DRN"IIN<:,$, 1.1.1 RECORD DRN'IIN65 .I Re.:.ord drav;lngs shall b"' prepGlred and shall sho.,.. all chonge9 In th<J "orl<. .:.onstltuttng departures rrom the original contrc,.:.t dr=lngs 1n.:.luain9 thos" involving both .:.onstc,nt-pressur" and lntermittent-pree5ur,5 line" and c,ppurtenan.:.es. .2 All .:.onceptual or major dealgn .:.hanges, including any ,:.hc,nges that me,~ be afre.:.ted by the requirements or these :>tandad spe.:.IP!catlons, shc,IJ be approved by th" ot'lner and Lande.:.ape Architect beror" lmplementtng the .:.hc,nges In th .. .:.on1>trvctton contrc:,c;t. i"lithout prior c,pproval the .:.ontrc,ctor may be required to remove and repic:,c;e pc,rt or c,11 oP th<> system at his o....n expense, to bring It to th<> orglnolly specified deo;lgn. Failure to receive prior c,pproval ma~ result In termination or servl.:.9. .3 Re.:.ord c,c.:.urately on on" set of black c,nd t'ihlte prints oP the Irrigation draV<lngs, all .:.hangee In "ork constituting departvres from the original contrc,ct drat'llnga, Including changea In both pressur'5 and non-pressure lln<J. .4 Upon .:.ompletlon ot eacoh Increment or .,..orl<., trc,nsfer all svch information and dimension" to the prlnt9. Re.:.ord .:.hanges c,nd dimensions In a legible and proresslonal mc,nn...-. r'lhen the dra,,.1n9e Gll"8 c,pproved, vansfer all lnformc,tlon to a set ol reprodo.:.lbl" sepia mylar dra,,.in9e suppll.,d at .:.ost by th"' Lanae.:.c:,p<> Ar.:.hitect. .5 Dimension rrom t"o permanent point,. or referen.:.e ('oulldlngs, monuments, ,.ldet'lalks, curbs, pavement) all Items as require<!. Post lnrormatlon on as-built drGlt'llngs day to day as the .,..orl<. Is Installed. Al I dtmen,.lons noted on drat'llngs shal I be 1/4 ln.:.h In size. h Upon .:.ompletlon ot ea.:.h ln.:.rem<>nt or t'IOrl<., c,I1 required tnforn'\Gltlon and dimension" shall be transferred to th" re.:.ord drc,,..lngs. Fc,.:.1I itles ood Items to be lo.:.ated c,nd verified on th'" re.:.ord drGlt'ling5. Shot'! dimensional lo.:.atlon and depth or th"' follo,,.In9, A. Point or .:.onne.:.tlon El. Routing or Irrigation pr""sure mainllnes and all sleeves (dimension maximom 10 reet along rooting and all dire.:.tlonal .:.hangesJ C. G,at"' vc,ives D. Irrigation coontrol valve" E. GM.:.I<. .:.oupler vc,lvee F. Routing ot .:.ontrol t'liree 6. Automatic .:.ontroller,o H. Other related equipment (as directed by the Looas.:.ap" Arcohltect) .1 Maintain as-bvllt drat'llng9 on th" site at all times. These drGlt'llnge ar<> subJe.:.t to lnspe.:.tlon "AS-BUILT at anyt Im". P.E. EXP. ___ _ REVIEWED BY: INSPECTOR " DATE DATE .e Mak"' alrchanges to reprodu.:.ibf,5 drGll'<in91> In Ink (no ball-point penJ. Os"' eradt.:.atrng Pluid "hen redoing dra,..lngs. Changes c,nd dimensions shall be recorded In a legible and proresstona[ manner. Re.:.ord .:.onstructlon draV<lng" shall be maintained at the Job-sit" during c:.onstruc.tlon . . '1111 be ,.,quired to trc,nsfer c,II c,s-bulit Information to mylare. As-bullt5 shall be on .:.lty or19Inal mylar,>. .10 Fina! Irrigation 'as-built' plc,ns >'1111 be required to be revle..,.,d and approved by the City and final mylore t'IIII be required to be approvo,a and signed by tho Cit~ prior to Plannlng Department ro,leasIn9 th<> bond. 1.1.2 CONTROLLER CHART .I As-built drGll'<ings shall be approved by the Landscap15 Ar.:.hite.:.t or Lc,nds.:.ape Coordinator before .:.hart" are prepared. . 2 Provide one .:.ontroller .:.hart oP th<> maximum size .:.ontroller door .... 111 allot'!, for ea.:.h .:.ontroller svpplled, shol'<lng the area .:.overed by that automatic:. coontroller and a .:.orrespondlng leg<>nd ot th" equipment installed. . 3 The .:.hart shc,II be a redu.:.tton or the actual as-bvtlt system drc,,..Jng. IP th" .:.ontroller seqoenc" rs not legibl<> "hen the drc,,..;ng is redu.:.ea, enlarge it to a 9Jz,5 that v;ill b"' rec,dabl"' "h<>n redu.:.ed. .4 ChGlrt shall be bla.:.kllne print and a different pastel transparent color vsed to sho"' area oP .:.overage lor ec:,c;h station . . 5 vtien .:.ompleted and approve<!, h<>rmetlcally seal the .:.hat bett'leen tt'lo ple.:.es oP plastic, ea.:.h pie.:.<> being a minimum 20 ml Is thl.:.I<. . h ChGlrte shc,II b" .:.ompleted and approv"d prior to Pinal tnsp<>.:.tton ot the l,.rtgatton system. 1.1.3 OPERATION AND MAINTENANCE MANUALS .I Prepare c,nd deliv...-to th" oV<ner .,..;thin 10 .:.alendGll" days prior to .:.ompletlon of .:.on5tru.:.tlon, all reqolred and neces,.ar~ ae,..:.rlptlve material in .:.omplete detatl c,nd properly prepared In Pour(4) lndlvldual bovnd .:.oples. Des.:.rlbe the materlc,i Installed In suffl.:.lent details to permit qvallfled operating per1>onnel to under5tand, op<>rat" and mc,lntaln all equipment . ln.:.lvde spore parts 11st and related manufactorer Information for each equlpm<>nt Item Installed. Ea.:.h manual shall ln.:.lude the PolloV<lng, A. Index sheet stating .:.ontrc:,c;tor'e address and telephone number . 6. Duration or 9uarante" period. C. List of equipment >'11th names and addresses or manufacturer's locoal representative. D. Complete operating and malntenan.:.e lnstrvctlon:> on all mojor equipment. .2 In addition to th" malntenan.:.e manuc,ie, provtd" th" mc,lntenan.:." personnel .,..;th tnstrudtone for major equipment and sho.,.. t'irltten evlden,:.15 to th"' Lc,nds.:.c:,pe Ar.:.hitect or Lands.:.ap"' Coordinator at th"' .:.oncluslon ot th<> t'lorl<. thc,t hie servl.:.e has been rendered. 1.1.4 CHECK LIST .I Complete the follot'tlng .:.he.:.l<.ll1>t at th<> o,nd oP th" proje.:.t, using the rormat ehov;n, A. Plumbing permits (IP none required, so note) El. Materials approval C. Pressure malnllne test (by .,..hom c,nd date) D. As-bullts drat'llngs .:.ompleted (re.:.etved b~ c,nd date) E. Controller chart .:.ompleted (re.:.elved by and date) F. Mc,terlale Furnished (re.:.elved by and date) 6. Operation and matntenar.:.e manual:> furnished (re.:.elved by ard date) H. System and equipment operation lnstro.:.tlone (received by and dote) I. Manufc,.:.turer >'<arranteee (re.:.elved by ard dc,te) J . ....,.ltten guGll"Glntee by .:.ortrc,ctor (re.:.elved by ond date) .2 For>'lard signed and dated cohecl<.llst to Lands.:.ap" Ar.:.hlte.:.t or Lands.:.ape Coordinator before Pinal ac.:.eptan.:.a or pro Jecot . l.e <:,ENERAL REGUIREMENT5, 1.e.I Cod" requirements shall be those oP state and munl.:.lpal agen.:.re" and regulations lo.:.ally governing this >'<Ori<., providing that any requirements or the drGlt'ilng" ard spe.:.lftcatlon9, not .:.onfllctlng theret'lith but ex.:.eedlng th<J cod" requirement" shc,II govern, onless V<ritten permission to the .:.ontrar~ is granted b~ the ogen.:.y. 1.e.2 Extrem" C:.Gll"8 shall b" exer.:.lsed In ex.:.avatlng and V<orl<.ing In the area dve to existing utllitle,>. Contractor shall be responsible for damages .:.aused by his operations . l.e.3 Conne.:.tlons shall "'"' made at approximately th"' lo.:.atlons :>ho"n on the> drGlV<lngs. Contra.:.tor sholl b9 responsible for minor .:.harge5 .:.aused b~ a.:.tual site conditions. 1.e.4 &G.aled dimensions Gll"e approxln'\Glte>. 6erore pro.:.eedlng .,..;th any t'lorl<., the .:.ontra.:.tor shall .:.Gll"erully .:.heck and veriry all dimensions. 1.e.s Plan lo.:.atlons of heads, vc,lvee, .:.ontroller c,nd pip<> lines are dlagrc,mmatt.:. and lndtcat" the e.pa.:.In9 and relative locatlon9 or all lnstallatlon9. I.eh All I1ne9 shall have a minimum clearance or six (e,) ln.:.hea rrom ec,.:.h other, and Prom lines of other trades. Parallel lines shall not be lno;tolled dtrectly over one another. I.e-.1 Dlele.:.trr.:. bushings shall be used In c,ny .:.onne.:.t1on,. >'11th piping of disslmtlar mete,! materials. 1.e.e Point or ,:;omecotlon ,;hall be approximately as shot'ln on draV<lng,.. Conne.:.t ne.,.. und<>rground piping and valves and provide all flarges, adapters or other ne.:.e&&ary fittings for .:.onnecotlon. I.e.<! Permission to shut ort any existing In-us" >'later lines muet be obtained 4e hours In advanc8, In "1"iting from the ot'lner!developer. Tl,15 .:.ontrador ,ohall re.:.elve lnstrv.:.tlone rrom the o"nerldeveloper, a5 to the exa.:.t length or time of .,c:,c;h shut-off. 1.e.I0 Contrc,.:.tor shall a.:.qoalnt hlmselP .,..,th all site .:.ondltlone. 1.e.II Malntenc,nce. The entire Irrigation system ,;hall b9 under full automatic:. operation for a period oP 1 da~e prior to c,n~ planting. 1.e.I2 1h15 .,..orl<. shall be a.:..:.epted In "1"1tlng ;<hen the entire s.:.op" o, .,..orl<. has be<>n completed to the satlsfa.:.tlon oP tho o>'<ner. No allov;ance for devlc,tlon from th" orlgtnal plan& and specotPl.:.otlone .... 111 be made unless pr"vtously approved by the ot'lner . J!'tlen any Item "PP""'" on the plc,n and not In the spe.:.lfl.:.atlone, or In th<> spe.:.lft.:.c,ttone and not on the plans, It "hall b9 .:.onstdered in both. r'lhen .:.onrltcts arl5e, .:.onsult th" Land1>.:.ape Ar.:.hlte.:.t for ,:.larlfl.:.atlon prior to pro.:.eedlng. The o .... ner or hi5 authorized representc,ttv"' shall hGlV<J th<J Pinc,! authorit~ c,II Items ot th"' proje.:.t. l.e.I3 SERYIC-E BY THE CONTRACTOR, The coontracotor shall service the system at the oV<ner's request <luring th"' guarante,5 period and shall be paid For .,..orl<. performed >'lhl.:.h i,o not coovered by the 9uorart""· If requested by the OV<ner, the .:.ontrc:,c;tor shall fvrnl&h the ot'lner V<ith a &.:.hedule or servl.:.e fee for additional ,iork requested outslae oP the guGll"antee . The .:.ontrc:,c;tor shall engag"' th"' eervt.:.es oP oi profeeelonal >'later management .:.ompany c:,pproved by the Irrigation designer and provide support servt.:.es for the follov;tng IrrIgot1on equipment, exces,o """ sensing auto-rain shut off and ,:;allbratlng &ensors for ex"""" floV< . lnspe.:.t and test .:.ontroller9 and ground fault .. Mate Provide technl.:.al support on the Job site a9 requ.,o;ted by .:.ontractor for controller,., ex.:.ess Flot'! sensing and auto-rain ,;hut off sensing systams . Training In operation o, al I "qoipment . Flv" y<>ar llmlted fleld servlco" t'larranty for .:.ontrollers against original aefe.:.ts In materials and t'lorl<.manshlp. Y'!Glrranty &hall be provided In t'lritlng. Avallable through Hydros.:.ap" Produ.:.ts . PART 2 -PROD\JC,TS 2.1 Materlale,, All materlc,le and equtpment ,sed In sprlnl<.ler Irrigation t'lorl<. sholl b<J net'! and V<lthout flaV<S or <!erect,. ard of quality and perforn'\Glnce ae op<>.:.lfi<>d. 2.1.1 Piping, Pipe size" shot'ln are nominal lnsld9 diameter unless other..,.lse note<!. .I POLYVINYL CHLORIDE PIPE ("ALERTLINE") FOR NON-POTA6LE l"IATER, (I) PVC plastic:. pressvr9 llnes, for piping opstream of remot" control valve" and qul.:.k .:.oupler,.. All rour (4) Inch and smaller shall be purple colorea PVC meeting A5iM-l1e4, Type I, <:,rade PVC-I120, co,11 .:.lass 12546. pipe, ASiM 2241 for SDR .:.lc,ss pip", ASiM 2612 ror 11A!~rtline11 • PRES5URE MAINLINE, 1-1/2" and smaller pipe -schedule 40 PVC 2" a,d larger pipe -Class 915 PVC, SDR-I5.5 NON-PRES5URE LATERAL All non-pressore pipe -.:.lase 200 PVC pipe iYPE I, <:,RADE I PVC PIPE, Ootsld<> dic,meter ot pipe shc,II be the 1>ame Gl9 Iron plp15. Plp15 9holl b9 marked on tV<o ,;Ides or the pipe at 24" Intervals >'11th "Caution Re.:.latmed Y'!Glter". S.:.hedule 40 pipe shall not be thre>aded. Solvent shall be a9 supplied by pip" manufacoturer. Pipe shall be purple In GOlor . .2 6rass pip" ,ohall b<> IPS otanaard >'<<>lght 125 pounds, e5% red brass. 2.1.2 FITTIN<:,5 AND CONNECTIONS, .I Fitting" ror PVC pipe rour (4) incohes ard larger, Th" .:.oupling shall be an Integral part or the P'P" bar-rel. It shc,II .:.onslst of " thi.:.kened secotton .,..hl.:.h has c,n expc,nded bell ..,.;th groov" to retain a robber s1>alin9 ring or uniform .:.ro>'<n se.:.tlon. FIttIng5 shc,II be Johns-Manvlll"' Ring Tlte PVC fitting, Pc:,c;lflc ~stern or equal. .2 Polyvinyl .:.hlorlde pipe fitting" c,nd .:.onne.:.tlons, Type II, G,rade I, S.:.hedule 40, high impa.:.t molded fittings, mc,nurc,.:.tured From virgin .:.ompovnds as spe.:.lfled for piping, tapered so.:.ket or molder threGld type, &ult<lble ror either 5olvent ""Id or e.:.reV<ed .:.onne.:.tlons. Mc,.:.hln" threaded fitting" and plastic:. ,;addle and flang<> fittings are not c:,c;,:.eptable. Fvrnish fittings perman<>ntly marked t'lith follot'tln9 lnforn'\Gltlon, Nominal pipe size, type and s.:.hedule of material, ard national sanitation FoundGltlon (NSF) seal of approval. PVC fitting oholl conform to ASiM D2464 and D2466. .3 6rc,s,o pip<> fittings c,nd ,:;onne.:.tlone, Stc,ndard 1:25 pound class e5,1, red brass Fittings and c:.onnee-tlons-. 2.1.3 RISERS, .I Ail sprinkler heads shall hc,ve risers and st'llng Joints as shot'ln in the detotl drc,,..fngs. All riser9 ard s.,..ing Joint,. shall use Marlex fittings and s.:.hedvle 00 PVC risers or ntpples. 2.1.4 FITTING,$, .I Fittings, In g<>neral, for all ln.-tallattons shall be .:.oneldered ln.:.laental to the .:.ontrc:,c;t prtc" and shall be the .:.ontra.:.tor's responsibility to provide all or required Fittings to complet" th<> .:.ontract. .:2 All fittings for pipe thre" (B) ln.:.hee c,nd smc,iier "hall be s.:.hedule 40. .3 All tees for th" lnstc,iiatlon or !>>'ling Joints .... 111 b<J lnotc,li"d V<ith Dura, Las.:.o Te" or equc,i. APPROVED FOR PLANTING DATE, 1/15/oe, DRNiN 6Y, JAH/CG J06 NL/M6ER, 2100.10 FILE, HOWARD AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING ASSOCIATES landscape architecture REVl5I0N5, 8880rto san dlego delve ,u,le 350 ,an jie30 ca 92108 61~ 718 9660 AREAS. ~ CITY OF CARI.SHAD ~ 0-----+--+-------------------<1----+---->---+----1 ~ PLANNING DEPARTMENT L__1j_J ::=='..==========-====! !RR/GA TION SPECIF/CATIONS FOR: BENCHMARK: ROBERTSON RANCH 0£SCRIPTION: STAN!)A/?O 11-10 STREIT CENTERUN£ HEU IION/,l/1£NT PA 19 c.r. 02-11 LOCATION: CENID?UNE fT El CAAi/NO REAL AT ENCINEER's STAllON -15-1+92 PEI? R.S 1800-1 RECORD FROM: COUNTY BENCH I.ElflS (Na COUNTY DATE INITIAL '£RT. WITROI. OA TA) ENGINEER Of WORK ELEVATION: 68.-17fJ OA llJII: V. S. C. ,t GS. REVISION DESCRIPTION DATE INITL',L DATE INITIAL OTHER APPROVAL CITY APPROVAL >------<c----+--------------;c----+--+--+----tlAP/1_?E{ 4-~-0'.tt ~.-}.s~ I . PLANNING DATE . ;:;D;W;;;N:;::;;8;;:;Y=, ===;--;::==P=R=OJ=E=c=r=N=o=.==;;:D=RA=w=1N=G=N::::::O. ~g ~:--SDP 06-06 _453 9L CMWO ..J: Ul (JJ ' 0 r - 2.1.5 AUTOMATIC. CONTROL 1-'llRE, . I Els,:.trl,:. "Iring running From ,:.ontroller ta ths automatl,:. ,:.ontrol valv<>1> shall bs No. 14 solid, olngl" ,:.ondu,:.tor, ,:.opper wlr8, 4/E,4 in,:.h Insulation, 4/E>4 ln,:.h n8oprsn8 Ja,:.k8t, styl" BR (dlr"<>,:.t l:>tirlal) or equal, ,:.olor ,:.od8 wlrs1> to <>a,:.h ,:.ontroller, common v,ir" ,;hall b8 v,hit8 No. 14 solid, •lngl" ,:.ondu,:.tor wire,, 4/f>4 ln,:.h Insulation, 4/E>4 ln,:.h n<>oprene, Ja,:.ket, otyls BR (dlr<>,:.t l:>tirlal) or equal. 2.1.6 MONITOR.IN<;, DEVICES .I All monitoring d<>vlce1> su,:.h a1> 11011 and pr<>ssur<> m<>asurlng devl,:.""• shall b8 a!> sho"'n on dra....lnga. 2.1.1 120 VOLT 1-'llRE TO CONTROLLER. .I 120 volt v,ir<> shall b<> per lo,:.al cods a1> typs, slzs and quality. Install U.L. approved conduit a minimum or 24' b<>lor1 grads From th" <>l<>ctrl,:. m<>t<>r to ,:.ontrol unit!> or oth<>r rsqulr<>d servlGS$. All spl!Gs1> to b8 In c,pprov<>d pull box<>1>. All ...,1, .. ,. to bs twin Goppsr or oth<>r dselgnatlon a" rsqulrsd by Gode. 2.1.!) AUTOMATIC. CONTROLLER., .I AutomatlG Gontroller, Fully automatl,:. In op<>ratlon and ,:.apal:>I<> or operating th8 number or statlon!t or remote Gontrol valv<>a as noted. .2 Controller <>nGlosur8 assembly, P<>d<>1otal mount.xi aa noted, with a s<>parat" •talnless 1ote<>I enGlo,.ure,, terminal ,i,trlp, on/ofP dio,:.onn<>Gt "'"'itGh ....JIIO volt grounded outl.,t, ralnguard auto-rain shut-ofP d<>VIGs and loGklng, hlng<>d ,:.over. Avallal:>ls From HydroSGap<> ProduGts In,:.. 5005 K<>arny Villa Rd., 5an Dl.,go, California (e,5!))5E>O-IE>OO. .3 Autamatl,:. Gontroll<>rs shall b8 or th<> typ8 and manura,:.turera shoY<n on th<> drawlnga and install<>d per marofacturer'a r<>,:.ommendatlona and d<>tail <ral"<lngo. . 4 All ,:.ontrollsr1> shall b8 grounded by Goppsr Glad grounding rod and general <>i<>GtrlG lightning arrestor #<lLl5DC0002 (50 OHHS r<>slstanGs r<>qulrsd) 2.1.'1 REMOTE CONTROL VALVES, ELECTRIC.AL .I Th8 <>l<>ctrlc r<>mot<> ,:.ontrol valvea (pr<>ssur<> regulating) shall b<> or th<> styl<> and manufa,:.turer'1> shown on th<> dra.-.lngo, or approv<>d <>qual, and lnstall<>d p<>r d<>tail<>d drawlnga and manufa,:.tur<>r'1> rsGommsndatlon. .2 Valve,. shall b8 Installed a minimum of E>' From all Fixed obj<>Gt!> and 12' apart From <>ach other. 2.1.10 MA5TcR. VALVE .I Shall bs of thc9 sty!" and manufacturer's sho.-.n on thc9 cra....lngo, and Installed per d<>talla, cra....lnga and manufa,:.tur<>r'1> r<>,:.ommendatlons. 2.1.11 VALVE BOX, .I All valvs,i, including prsssurc9 regulating valv<>s, ma,;t.,,-valv<>s, rsmotc9 ,:.ontrol valv<>•, gat<> valve•, and qulGk ,:.oupler valvea ,;nail b8 Installed In suitable valvc9 boxe1> a1> sho.-.n In detall,i,. All shall b<> marked "PRV", "HV", "Rev•, "CV', or 'DF' resp<>Gtlv<>ly with station numb<>r1> ror Gontrol valv<>!t embo1osed on th<> valv8 cover. All shall stat<> "Reclaimed Y'later' In English and Spanish. (R.C.V boxe1> shall have, locking ,:.ov.,,-o) Oth<>r boxe1> suGh as pull box<>•, etG. shall b<> mark8d a,:.cordlngly. Valv<> box<>s shall b8 purpl<> In ,:.olor. 2.1.12 SPRINKLER. HEAD, .I 5prlnkler heads shall b8 a:, rsqulr"ed on th<> dra....lng:,. All sprinkler heads ar<> to hav<> faGtory built In GhsGk valves or a check valv<> under <>a,:.h head. Sprinkler head:, shall hav<> a Fa,:.tory ,:.olored "Purpl<> Re,:.lalmsd Y'later' designation a:, a part o; th" sprinkler or ir not availal:>18 b<> painted purplc9 a:, dir<>Gted by thc9 City or Carlsbad. 2.1.13 GIUIC.K COUPLER VALVES (NON-POTABLE), .I Gu!Gk Goupllng valvea shall b<> as speGifled on th<> dra....ingo. Ea,:.h quick. ,:.oupler shall hav<> a molded vinyl loGking ,:.over with AC.HE threads For re,:.laimsd "'ater servl<-<>. .2 Upon Gompletlon of thc9 ,:.ontra,:.t and prior to Final a,:.,:.eptanG<>, supply th" O>'lner V'lith qul,:.k coupler keys and ho,i,<> "lls or th" quantity ,:.all<>d for In Irrigation e<>,:.tlon 2.1.22. Thc9 k8ys and hoes• ells shall bo or tho ,;am<> manufaGfuro,r as th<> coupling valv<>. .3 Shall b<> I" slz<> a:, manufactured by Nelson Sprinkler:, Co. 2.1.15 GATE VALVES, .I 6at<> valves thre<> (3) ln,:.he" and small<>r ehall bc9 150 pound ba,;o, all bra,;s/1:>ronzo ,:.onstru,:.tlon, slngl<> wsdg<> disc, Integral taper seats, non-rising stem, s,:.r""""d bonnot9, bronz<> ,:.ross handlc9 and a bras,i,/lxonz9 cround Joint union Gonnsc;tlon at thc9 do,,.n,;trsam outlet. Valves shall b<> Gapal:>19 of being repaGked whilc9 under prsseurc9. .2 Gat<> valves four (4) in.ohs& ood larger shall Gorlorm to all appllGabl<> provision:, of "'eGtlon 2.01.oe, or th<> 5tandard 5peGlflGatlons or the, City of 5an Dlo,go, Do,:.um.,nt No. 121131. .3 Shall b<> similar to thos<> manufactured by Kennedy, 5toGl<ham, Nlbco or approved equal. 2.1.16 HANUAL CONTROL VALVE, .I Manual ,:.ontrol valvc9 al/4" and I' ,i,Jz<> shall be made or hs~ duty bra,;5 with a "'heo,I handle and rated to 150 P5I. 2.1.11 ATMOSPHERIC. VACWM BREAKER., .I Atmospheric va,:.wm break.er 3/4' and I' slz<> shall b<> mad<> or heavy duty brass ,:.onstru,:.tion preventing b=k.Floy; or water Into rresh .-.ater line•. Operating pressurs of 15 to 150 P51 and shall b8 manufa,:.tured by thc9 sam<> manual Gontrol valves listed abov<>. 2.1.11?> ix1Gkfloy; Preventer, Unit shall bc9 ao shown on plans. 2.1.1'1 Con,:.ret<> footings shall b8 2,000 P51 Gon,:.r<>t<> at 21?> days. 2.1.20 13aGk.Flll shall b8 ,:.lean Fill soil .,,.;th no roGks or Glod& 1/2" or larger. 2.1.21 1/'!ARNIN<;> TAPE, .I Shall b8 plast!G tap" prspar<>d with silver printing on a purpl<> Field having thc9 ""ord,i,, "Caution, R.<>,:.laim<>d V'latsr fine b<>low'. Thc9 overall width ,;hall be 3 inGhe!>. . 2 Horning (Gautlon) tape, shall b8 manufa,:.tured by Thor Enterprls<>, in,:.., P.O. Box 450 5un Pralrlc9, 1-'llsGonsln, 5o5"10, (e,oe,) !);}1-11'11. 2.1.22 1/'!ARNIN<;> LABELS $ SIGNS, Shall b<> approved by th<> dl,;trlct engineer to b8 lnstall<>d on designated faGllltle&. F'a,:.llitles su,:.h a:, ,:.ontroll...-en,:.losurc9 aa designated by th<> dlstrl,:.t engine...-or lnsps,:.tor. 5"<> cover she<>t For additional r<>qvlrements. 2.1.23 l/'!ARNIN6 T MS, All r<>Glaimed water oprlnk.ler ,:.ontrols valv"s ,i,hc:,11 b8 tagg<>d with ldentlflGatlon tags. 5<>e Gover ,;hest for additional requlremento. 2.1.24 Contrac;tor shall provld<> to th<> 0V'lnsr, .I Thrs<> (3) Gontrol valv<> k.eya. .2 Four (4) wrenchea For removing ea,:.h different typc9 or sprink.l<>r head. .3 T.-.o (2) 48' tec9 wrenches For operating ball valves. .4 FIV<> (5 ea) qul,:.k. ,:.ouplsr keys and flv<> (5 ea.) hosc9 bib assembl!e:, (potabl<> 4 non-potable). .5 Flvc9 (5) k<>ya For opening and loGklng ea,:.h automatlG ,:.ontroller. 2.l.25 l"lyc9 strainer shall b8 of bronz<> body ... 1th s,:.r<>r1 fitting•. 5"9 details and dra....lngo. PART 5 -EXECUTION 3.1 6'ENER.AL R.EGUIREHENTS, 3.1.1 LoGatlona on a-awing:, ar<> dla9"ammatlc and approxlmat<> only, and shall be c;hanged and adjvstsd a:, nsGessary a& dlre,:.tsd ta meet existing Gond!tlons and obtain complet<> .-.ater Goverag<>. Locat<> and stak.<> all work. ood obtain approval or th<> LandsGap<> ArGhiteGt befor<> lnstallatlono. 3.1.2 Install and extend syst<>m a:, shoV'ln on th<> drav,lng!>, a,d a• ne,:.essary to carry out th<> Intent of th<> drawing:, and speGiF!catlono. 3.1.3 LOGat" line•, valves and other underq-ound utllitle• and reG<>lv<> th<> approval or the LandeGapc9 Archite<:.t beforc9 digging trsn,:.nss. 3.1.4 Refer ta th<> City or Carlsbad standard:, for re,:.lalmed pip<> lnstallatlon. All City of Carlsbad standard:, talc.<> pre,:.edenGc9 over plans and sps,:.lflGatlon1> For th<> pro Js,:.t unleso noted and approved. 3.2 INSTALLATION OF IRRl6'ATION SY5TEH, 5.2.1 EXCAVATION AND 6AC.KFILLIN6 OF TRENCHES, .I Ex,:.avat<> tren,:.h<>s, pr<>par<> subgrad<>, and ba,:.l<.Flll to llnc9 and grad<> ,,.;th sufFIGlent room lor plpc9 F1tt1nga, testing and lnspsGtlng operation•. Do not ba,:.kfill until th8 plpc9 system has been subje,:.tsd to a hydrostatlG t"st as speGlfl<>d. .2 DEFTli OF TRENCH, Polyvinyl chlorld<> pressur<> lln<> (less than 3") -II?>' minimum Preesure mainline!> (3' and up ta 5-112") -24' minimum Polyvinyl ,:.hlorld<> non-pressur<> line -12' minimum Control fllir-81 -1811 minimum .5 TRENCHING n-lR.OU6'H A~A5 l"ll-lERE TOP501L HA5 BEEN 5FR.EAD, (I) Deposit topsoil on on<> &Ide or tren,:.h and 5\.lbsoll on opposit<> sld<>. .4 5ubsoil shall b<> Frs<> or all ro,:.ks a,d ,:.lad:, 1/2 lnGh In diameter, dsbrlo, a,d litter, prior to u"'" aa ba,:.l<.flll whsr8 so lndlGated on detail. . 5 Repair any leaks and replace all defo,ctlve pip<> or llttlnga until lln<>s meet test requirement!>. Do not cover any lines until they have been insps,:.ted a,d approved for tlghtneso, quality or Y<orkmanshlp and materlal!> . .6 6aGk.Fill tren,:.hea, after approval of piping, with sultal:>I<> and approved material, tamping •oil around pips and thoroughly ,:.ompactlng all tren,:.h fill,> until "1096 Gompa,:.tlon ha" been a,:.hleved. .1 13aGl<.flll material shall be an approved soil, Frec9 From ro,:.ks and ,:.lads 1/2" and larger. _e, Contractor shall not Install pipe aGros,i, GonGrste dralnag<> swales. C.ontra,:.tor shall JaGk. or bar<> under s"'al<> typ!Gal. 3.2.2 UNDER EXl5TIN6 AND/OR PROPOSED PAVEMENT .I TrsnGhss loGated under area!> where paving, asphaltlG con,:.r<>te or Gon,:.rste ...,,11 b<> Installed shall b<> b=k.Flll<>d i"ilth Gl<>an fill soil, In a sleeve, and ,:.ompaGted In layer:, to '1596 ,:.ompa,:.tlon, uelng manual or meGhanlcal tamping devl<-<>9. TrenGhss for piping whl,:.h at"<> not under paving shall b8 Gompa,:.ted ta equal compa,:.tlon of th<> existing adJa,:.snt undisturbed soil and shall b<> left Flush with th8 adjoining q-ad<>. The Irrigation Gontra,:.tor shall set in pla,:.8, Gap and pr<>ssurc9 test all piping under paving prior fo paving ""ark.. .2 Piping under existing pavement may b8 install<>d by Jacking, boring or hydraul!,:. driving. Ho.-.ever, no hydraull,:. driving will bc9 po,rmitted under asphalt paving. .3 Provld<> for a minimum Gover or le lnGhes between the top or th6 P'P" and th<> bottom or th<> agq-egat<> bas<> for all pro,,;sur<> and non pressure piping Installed under asphalt!,:. Gon,:.ret<> paving. .4 5",:.ur<> permission From th8 Oi"insr/developsr beforc9 cutting or breaking <>xlstlng pavement. All ne,:.essary repair:, and rspl<X<>menta shall b<> approv<>d by owner/developer, and shall b<> at no add1t1onal Gost ta OV'lnsr/dsvslopsr. 3.2.3 IN5TALLATION OF POLYVINYL CHLORIDE PIPE, .I 6eGaus<> or the, natur<> of plastic pip<> and fittings, exerGlse ,:.autlon In handling, loading and storing, to avoid damag<>. . 2 Th<> pip<> and fitting:, shall b8 stored under ,:.over until used, and shall b8 transported In a vsh!Glc9 with a bed long enough to allor1 the, length or pipe, to lay flat !!-O as not to b8 51.1bje<-t<>d to undu<> bending or Gon.oentrato,d external load at any point. .3 Any pip<> that ha::i been dent<>d or damaged shall b<> discarded until au,:.h dented or damaged se,:.tlon ;., ,:.ut and r<>Joined "'ith a ,:.oupllng. .4 Trsn,:.h depth shall bc9 a:, epe,:.!Fled above from th<> Finish grade to th<> top or th<> pipe. Th<> bottom or th<> tren,:.h shall b<> free of ro,:.k.9, ,:.lod5, and other sharp-edged ol:>Jscb. .5 Pip<> end" and fitting" shall b<> "''P"d i"ilth MEK, or equal, beforc9 welding solvent ,,. appll.,d. 1-'lelded Joints shall b8 given a minimum of 15 mlnutea ta set beforc9 moving or hood ling. All Field ,:.vt:, shall b8 beveled ta remov<> burrs and <>XGess before, fitting and gluing togo,ther. .6 Plpc9 shall b8 snaked from slds-to-sld<> or trench bottom to allow for expansion and Gontra,:.tlon. .1 C...ntsr load pip<> with small amount or b<:!Gk.F!II to pr"vsnt ar,:.hing and allpplng under pressur<>. Leavc9 Joints expo&ed for lnspe,:.tlon during testing. ,e, No water shall b8 permitted In th8 P'P" until lnsps,:.tlon havc9 been Gompleted and a psrrod or at least 24 hours has elapsed for solvent w<>ld setting and Gurlng. .'1 Pla&t!G ta metal Joints shall b<> mad<> V'lith plastl,:. mal<> adapters, metal nipple hand tightened, plus on<> turn V'llth a strap ,,.,-en,:.h . "AS-BUILT P.E. EXP, ___ _ REVIEWED BY: INSPECTOR " L._ __________________________________________________________________________ ------- .10 PlastlG to plastlG Joints, Solvent-V'leld, using solvent reGommended by pip<> manul'a,:.turer only . .II Solvent-weld Joints, Aesembl<> p<>r manufaGturer's ruomm<>ndatlon. .12 All pressure, pip<> 5' or larg<>r shall have, tho ,:.orrsct sized ,:.on,:.ret<> thrust bloGk. Installed at ev<>ry abrupt ,:.hang<> of alignment: at gat<> valvea, teeo, elbo""• ,:.rosses and ends of pipe runs; or l"<herever the Gity engineer deems on<> ta b<> nsGessary. Thrust bloGk. shall bc9 Installed as per detail. 3.2.4 IN5TALLATION OF' BR.A55 FIFE, .I Cut brass piping by po""er ha,:.ksa"', circular ,:.uttlng machine using an abrasive wheel, or hand haGksaw. Cut no piping with metalll,:. "'h"el ,:.utter or any deSGrlptlon. Ream and remove rough edge!> or burrs so ,;mooth an unobstruGted flow Is obtained . .2 Car<>rully and ..moothly pie,,:.<> on male, thread only. nghten s,:.rei"ied Joints with tong:, or .-.ren,:.hso. Caulk.Ing Is not permitted. 3.2.5 REMOTE CONTROL V'llR.ING, .I DlreGt burial ,:.ontrol wlrc9 sizes, A:, shown and speG!fl<>d herein befor<>. .2 Provld<> on<> Gontrol .,,.,ro and one ,:.ommon ground v,lro ta servl,:.<> ea,:.h valv<> In system. Provld<> 2-foot minimum expansion loop at ea,:.h valv<> to permit removal and mainto,nanGe of valve~. .5 Install Gontrol wirea at least II?>' below Finish grade. .4 ln,.tall ,:.ontrol v,ire" and Irrigation piping in Gammon trenches .-.herever possible. .5 Control "'lrc9 spl!Ges, Alloi"i only on rvn• of mor<> than 500 f<><>t, splices as folio""' (I) Strip o/P minimum or 2-1/2 ln,:.hsa of Insulation From eaGh .-.Jrc9 . (2) Conne,:.tlng and spliG!ng of wire, at th" valve!t shall be made, ualng Dura Seal Crimp &pllGes as manvfaGtured by R.ay,:.hem Gorporatlon. C.ontra,:.tor shall ro,Fer ta R.ay,:.hem Installation proGedures using ultrator,:.h 3 heating tool. No other spllGe" ""ill be alloV'led. 3.2.6 AUTOMATIC. CONTROLLER., .I AutomatlG controller ,;hall b8 ln,;talled as shown and dlr<>Gted. Controller shall b<> tested i"ilth Gompleto ele,:.trl,:.al ,:.onne,:.tlons. Tho .oontra,:.tor shall b<> responslbl<> For temporary po.-.er ta th<> ,:.ontroller For opo,ratlon and to,stlng purpose•. .2 Conn<>Gtlons to ,:.antral .,,.,ring shall be mad<> "ithln th<> pedestal or the Gontroller. All wire shall Follow ths preesurc9 main In so Far as poss;blc9. .3 Els,:.tri,:.al v,irlng shall be in a rigid PVC plastr,:. conduit From ,:.ontroller to ele,:.tri,:.al outlet . A ,:.ertlFled ele,:.trl,:.al ,:.ontra,:.tor ,;hail b8 responsible for installing all ... ,ring to th<> sul:>-panelo, ,:.io,:.ks, or else,,.herc9 a• required, in ord<>r to Gomplet<> this Installation. A disGonne,:.t s ... 1tGh shall be ln,:.luded. .4 Controller shall b8 Installed V'llth vandal-resistant en,:.losure>" a• ,:.ailed For on the draY<lng:, (,i,talnle,i,s at<><>I) as provld<>d by the manufaGtursr on adequate ,:.on,:.r<>to foundation. 3.2.1 VALVES, .I All valves shall b<> lnstall"d a:, sho.-.n In the details and In aGGordanGe with manufa,:.turer's ruomm<>ndatlons and as r<>qulred by th<> City of Carlsbad for ldentlfl,:.atlon, per rec.lalme>d v,ater standard•, 1' used. .2 All automat!G valve:, shall b8 sized a:, sho"'n on plans. Gat<> valves shall bc9 linc9 slzs. .3 Install each ,:.ontrol valv<> In a separat<> valv<> box .-.1th a minimum or 12" separation bet.-.sen valves and b" from any fixed ol:>Je,:.t or strudur<>. 3.2.1?, VALVE BOX, .I Install valv<> box<>!> as sho"'n on detail. Install no mor9 than one valv<> per box. Valve boxe:, Installed near .-.alk.9 shall abut From thos<> items and thc9 top eurfaGea shall b<> flush ...,;th items llot<>d abov<>. .2 Al I boxes are to b<> mark8d as to tho type of valve, c;ontrol station number if appll,:.abl<> and ldsntiflsd aa required, per reGloimed etandarda. .3 Purple valv<> boxes rsquired For ro,cyGled "'ater. 3.2.'1 5PRINKLER. HEADS, .I All "Prlnk.ler head• shall b8 ln.,talled as p<>r details shoi"in. .2 Nozzl<> slz<> of all heads shall b<> adjusted ta "ult cr,y partlGular Gondltlons of th<> area. Thia shall b<> don<> after the system haa been thoroughly tested, Immediately after l"<rltten notlf!Gatlon by th<> Ar,:.hitsc t ta do so . 3.2.10 GIUIC-K COUPLER AS5EH6L Y, .I ln,otall all qui,:.k. Gouplera a& !nd!Gatsd on drawings and as dlro,cted. Set all valves plumb and truc9 to Finish grade and a maximum of 12 ln,:.hss From paving, i"ialks, headers or ,:.url:>&, and as shown on plan,. and as dlreGted. .2 Install all qul,:.k. ,:.ouplers In e,• diameter round valvc9 boxes. 3.:2.11 6'ATE VALVES t BALL VALVES, 3.2.12 l"lAR.NIN6 TAPE, Y'larning tape,. shall b<> Installed d!re,:.tly on top or th<> pip<> longitudinally and shall bc9 ,:.entered. Th8 "'arnlng tapc9 shall b8 Installed ,:.ontlnuously For thc9 entlr<> length or the pip<> and shall bc9 fa,i,ten"d to <>a,:.h pipe, length by pla,i,tiG tape, band"d around the, pipe, ...,;th Fa,i,teners no mor<> than 5 feet apart. Taping atta,:.hsd to th<> ,;ei:;tlons of pip<> beforo laying In th8 tren,:.h 5hall hav<> flap:, suffl,:.lent for ,:.ontlnuouo ,:.ov<>rag<>. All rlser,o between th<> malnlln<> a,d ,:.ontrol valve,o shall b<> lnstallo,d ... 1th "'arnlng tape. A seGond "'arning tap<> running ,:.ontlnuoue.ly above piping to be Installed 12 ln,:.he,o above reGlalmed water lln<>. 3.2.13 l"lARNIN6 LASEL5 4 5I6'N, Install Y<her<> sho"'n a!> detailed 3.2.14 1-'lAR.NIN<;> TMS, Install "'her<> sho.-.n as d<>tailed 3.2.15 BAC.KFLOl"l PREVENTER., .I 13aGk.flow preventer assembly shall be Installed In aGGordan,:.e .-.1th manufa,:.turer'• speGiFl,:.atlono, loGated and as dir<>Gt<>d on drawrnga, and shall ,:.onform to all appliGabl<> ,:.ods and ordlnanG<> requirements. .2 Exa,:.t lo,:.atlon and positioning shall be verlFlsd on th<> sit<> by th<> Lands,:.ap<> ArGhitect. 3.2.IE> IN-LINE PR.E55URE RE6'ULATOR.5, .I Adjust and Install p<>r plans and details. 3.2.11 5URGE: ARRESTOR., .I Install per plans and detall5. 3.3 CLEAN-UP, Aa proJ<>ct progressso, contra,:.tor shall maintain all areas In a neat manner and remove unsightly debri5 dally or a1> ne,:.essary. After Gompletlon of thc9 pro js,:.t, Gontra,:.tor shall remov<> all debri:, and ,:.ontalners used In aG,:.ompllshlng "ork. He shall """ep and clean all slde ... alk.9, asphalt, and con,:.ret<> areas adJaGent to th<> planting•. APPROVED FOR PLANTING DATE, 1/15/oe, DRAY-lN 6Y, JAH/CG J06 NUMBER, 2100.10 FILE, HOWARD AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS, ASSOCIATES landscape architecture rl a ;: 9 l 9 3660 r10 san dirgo drise su,Le 350 ,an dtcgo t'a 92JOg 619 718 %60 ~ CITY OF CARLSBAD ~ 1------1--+------------------1---+--t-----+---t L.Q§_j PLANNING DEPARTMENT L_1lj BENCHMARK: DESCRIPTION: STANDARD Al-10 STREET CENTERIJNE llfl1 /rlONIJMEN r LOCATION: CF:NTERIJNE rY EL CAMINO REAL DATE AT ENCINEEN's STATION "61-+92 PER R.S 1800-f RECORD FROM: COUNTY BENCH mas {NO. CO(JNTY '.fRT. CONTRa OATA) DATE ELEVATION: 68./.79 OATI/AI: 11.S.C. .t GS. ::====='-'==========::::'...::::===: /RR/CATION SP£C/FICATIONS FOR: ROBERTSON RANCH PA 19 c.r. 02-16 >----+--+-----------+----+---+-----i---1 I AP~~~~( LJ, f::\\-dr . PlANNING ;:;D;;;W;:N;:::;:BY;:;:::: ===-=-==-::::;-;==~P~RO~J=E::C~T=N=O::.==;;::::===== ~-'-l ... ~ I DATE DATE INITIAL ENGINEER OF WORK ~!%8 ~~:--SOP 06-06 REVISION DESCRIPTION DATE INITOIL DATT: INITIAL OTHER APPROVAL CITY APPROVAL DRAWING NO. 453-9l CMWO -t: Vl u> I ....0 r - I ·,·' ;:#\,/ K)[:-,.~E"F::-J~'.fi.} -. '2hfViH.FfTNQ:, .. -==~•---· .. -~-✓t:_f'.lM.fi\P~-P\•.~~:~'.r ·" --· ·; · -· -i_,;-:__:;ir!rfVT=',-\\-:----- APPROVED THIS IS THE APPROVED TEN!NIVE MAP T ~ FOR PROJECT NO, ""'1\ C,[aCJc ER CONDITION NO. (e Of PLANNING COMMISSION RESOLUTION NO, (oC,, W ( IJJ~ i I I_ '1/'l/r,.. jP/2& ,t-9-1~ PLANNING DEPT. DATE ENGINEERING DEPT DAI'. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~C~N~~1::,R SHALL PROTECT IN PLACE ALL EXISTING PLANTER AREAS AND ~ ~L~~T VL-~G-.,.v_,.E-N'-v ,,--~.:::-._,• __.V,_ V V V . v -V -v v -v -v ~ -v --v v -v -v -v = ~---=-~• ,,..-v,_ V '.' -v -v -V -V ~ -~ ) PLANT MATERIAL AS INDICATED ON THE PLANS OR AS SPECIFIE,;:;> IN THE FIELD BY THE > '> ◄ LANDSCAPE ARCHITECT. I I SYMBOL BOTANICAL NAME COMMON NAME "'IZ"" (UNL""S"' NO.,..,,D TH"'"'""I "') < ) 2. THE PLANTING PLAN 15 DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE.'>} _, i;;. '-.., ii;;. 0 i;;.rv,Si.. QTY. < ◄) ALL PLANT LOCATIONS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. PLAN7i I :rBl=J=l2 -€:>0% SHALL BE 24" BOX OR LAR6ER ◄ QUANTITIES ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR > I' AJ AL61ZIA JULl6Rl551N 'ROSEA' SILK TREE IS GALLON 1 ) ONLY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY I CC CINNAMOMUM CAMPHORA ,.A'"'PHO"" ..-.:,1:t= < DISCREPANCIES BETl"iEEN SYMBOLS AND QUANTITIES 5HOY'IN. '> } '-' ,., " '"'-'-24" BOX 10 6. APPLY A CONTACT HERBICIDE, Jl',IHERE l"iEED5 ARE PRESENT, PER MANUFACTURER'S I I> DP PRUNUS C. 'PURPLE PONY' DV'IARF PURPLE PLUM 24" BOX 18 ') .1 SPECIFICATIONS, A MINIMUM OF TEN DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING> ( JM JACARANDA MIMOSIFOLIA JACARANDA •>4 11 BOX I , 1 OR IRRIGATION V'IORK. Jl'iEEDS, INCLUDING, THEIR ROOTS, SHALL BE ALLOJl',IED TO I } (~ •~" eox J I ) < COMPLETELY DIE 6ACK BEFORE PROCEEDING Jl',IITH Jl',IORK. } I ■ . ' ' I 4. SU6MIT A SOIL SAMPLE AND A PLANT LIST TO THE "SOIL AND PLANT LAOORATORY" I>> SYAGoRUS ROMANZOFFIANUM QUEEN PALM 12 ' BTH 16 l < IN SANTA ANA, CA, PRIOR TO ANY PLANTING>. SUBMIT THE SOIL TEST TO THE I I LI LAGERSTROEMIA 'MUSKOGEE' CRAPE MYRTLE IS GALLON 6 ' 1 ~~:Ct~L~~~~~CT AND FOLLOYi THE SOIL LA60RATORY'5 RECOMMENDATIONS I> I} L; ~!~~~~~ ;~~~7FLORA 'RUSSET' ~;!:~:~:~OLIA ~::: ~~ :, ,l < 5. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS SHALL 6E INCORPORATED > > PC PHOENIX CANARIENSIS CANARY ISLAND PALM 12' BTH 6 ) < INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL I I} __ ♦ PODOCARFIJS 5RACILIOR* FERN FINE 24" BOX 12 ) < :~~ft1;_;::,; i:'rfs:4~~~f~E;1Lb~Nio 6E PLANTED SHALL BE CROSS-RIPPED TO ;,J> I> (A PH POOOCA~S HENl<ELEII , LON<:o LEAF YELLOV'IOOD 24" BOX 2 <) DEPTH OF SIX INCHES AND SHALL HAVE THE FOLLOWING AMENDMENTS SPREAD EVENLY>! .... ,., PRUNU5 C. ATROPURFIJREA PURPLE PLUM 24" BOX 16 ◄ 1 AND THOROUGHLY BLENDED IN (QUANTITIES ARE PER 1,000 S.FJ, I> >(Af'M J RHAPHIOLEPl5 'MAJESTIC eEAUTY' STD. INDIA HN'IITHORN 24" BOX (5' CL~ TfijJNJ< HTJ 4 ) <, A. 6 CUSIC YARDS NITROGEN FORTIFIED REDJl',IOOD SHAVINGS I I -::;,1vi SCHINU5 MOLLE CALIFORNIA PEPPER IS GoALLON I ) < 6. 100 FOUNDS A6RICUL TURAL GYPSUM > { TC TRISTANIA CONFERTA BRISBANE BOX IS GALLON 22 ◄ C. IS POUNDS IRON SULFATE ( • IAIA.c<HIN""TONIA "'O"'' '""TA '"EXl""AN FAN PAL"' ,..,, "'TH ... ) < D. 25 POUNDS 1t:>-t:>-8 sLoJl',I RELEASE FERTILIZER > 1> ,v-,..,, "' " ~--,., "' ,-, • .., "' , , PLEASE NOTE THAT THE AMENDMENTS MAY CHANGE, 6ASED ON THE SOIL ANALYSIS. I > + EXISTING TREE ) < 1. EACH PLANT SHALL RECEIVE AGRIFORM PLANT TABLETS AS FOLLOJl',IS, > I Sl:IBl,)85•• -SO% SHALL 6E A MINIMUM 5 GoALLON < 1 I GAL CONTAINER (I) 21 GRAM I> , Ar ACACIA REDOLENS ACACIA S GALLON 14 { k ANIGOZANTH05 'BUSH TAN60' KAN6AROO PN'II 5 GALLON 11"1 • I PER 6 INCHES OF OOXED TREE SIZE (I) 21 GRAM I > B BOUGAINVILLEA 'CRIMSON JEJ!',!EL' 60UGAINVILLEA 5 GALLON eos ) < PER TJl',IO FEET OF BROJl',IN TRUNK HEl5HT (I) 21 GRAM > I b BOUGAINVILLEA 'ROSENKA' 60UGAINVILLEA S GALLON 12 ' 1 8. PLANT 6ACKFILL SHALL BE SO% SITE SOIL AND SO% NITR06EN FORTIFIED REDJl',IOOd > @ C.ANNA 'TROPICANNA' CANNA > C COLEONEMA FIJLCHRUM PINK BREATH OF HEAVEN S GALLON 42 < PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE GALLON PLANTS AND LARGER I 1 @ DIETE5 VEGoETA FORTNIGHT LILY 5 GALLON 416 } SHALL HAVE 6EEN GROJl',IN IN CONTAINERS FOR A MINIMUM OF€:> MONTHS AND MAXIMUM > i' <D LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA S GoALLON 41 L LlcSoU5TRUM TEXANUM PRIVET S GALLON ISO < AND PESTS. > I 1 <3 NEFHROLEPIS EXAL TATA SJl',IORD FERN I 6ALLON I"! < ) 11. PLANT ALL AREAS Jl',IITH GROUND COVER TO Jl',IITHIN €:>" OF SHRUB OR TREE TRUNKS. 1 > N NERIUM 'PETITE SALMON' DV'IARF OLEANDER 5 GALLON ee, 1 < INSTALL A 6" LAYER OF CLEAN SHREDDED 6ARK MULCH IN ALL AREAS FLATTER THAN I Pe PHILODENDRON SELLOUM PHILODENDRON 5 GALLON 11 \) 9:1. > Pr PHOENIX ROEBELENII PYGMY DATE PALM 15 GoALLON 68 ) 12. PLACE PLANTS NO CLOSER THAN 12" TO SPRINKLER HEADS. • 1 , , I< 16. ALL GROUND COVERS SHALL BE GUARANTEED 6Y THE CONTRACTOR AS TO GROWTH> > F PHORMIUM FLAMING>O, , NEW ZEALAND FLAX IS GoALLON 54 < ) AND HEAL TH FOR A PERIOD OF SIXTY DAYS FOLLOJ!',!IN6 COMPLETION OF THE 1 '., R RAFHIOLEP15 INDICA PINK LADY INDIA HN'IITHORN S GALLON 109) I < MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE PROJECT 6Y THE OY'INER OR I e ROSA FC 'FLOJl',IER CARPET PINK' GROUNDCOVER ROSE I GoALLON ~[.&_ < ) OJl',INER'S REPRESENTATIVE. ALL SHRUBS SHALL 6E GUARANTEED 6Y THE CONTRACTOR , > T TECOMA STANS YELLOW BELLS S GALLON (61 7 , l \ AS TO GROWTH AND HEALTH FOR A PERIOD OF SIXTY DAYS FOLLOJl',IING COMPLETION 0 TRACHELOSPERMIJM JASMINOIDES STAR JASMINE 5 GALLON :w{ J, OF THE MAINTENANCE PERIOO AND FINAL ACCEPTANCE OF THE PROJECT BY THE > Tu TUPIDANTHUS CALYPTRATUS TUPIDANTHUS S GALLON 4 < ) OV'INER OR OJ!',!NER'S REPRESENTATIVE. ALL TREES SHALL BE GUARANTEED 6Y THE , 1 ) CONTRACTOR AS TO GoROJl',ITH AND Hc:ALTH FOR A PERIOD OF TYiELVE MONTHS > > VJ VIBURNUM JAPONICUM VIBURNUM IS GALLON 2€:> , ' FOLLOJ!',!ING COMPLETION OF THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF TH~ 1 V VIBURNUM JAPONICUM VIBURNUM S GALLON 16"1 ) , PROJECT 6Y THE OViNER OR OJl',INER'S REPRESENTATIVE. THE CONTRACTOR, J!',!ITHIN 15 > > VINEe • DAYS OF NOTIFICATION BY THE LANDSCAPE ARCHITECT OR OY'INER, SHALL REMOVE > -A-Jl',IISTERIA FLORIBUNDA JAPANESE Jl',ll5TERIA 15 GALLON 10 I' AND REPLACE ALL 6UARANTEED PLANT MATERIALS Jl',IHICH FOR ANY REASON FAIL TO , ("Av+) 60I.IGAINYILLEA 'SAN DIEGO RED'. 60IJGAINYILLEA 1!5 6ALLON c:f ' ) MEET THE REQUIREMENTS OF THE 6UARANTEE. REPLACEMENT SHALL BE MADE Jl',IITH '>(" . . . 6BQUNp c:::av'ER5 , l ' PLANT MATERIALS AS INDICATED OR SPECIFIED ON THE ORIGINAL FLANS, AND ALL . . -) SUCH REPLACEMENT MATERIALS SHALL BE 6UARANTEED AS SPECIFIED FOR THE > · .· ·: MARATHON Ill -SOD DV'IARF FESCUE SOD , ' ORIGINAL MATERIAL GUARANTEE. . . . l , 14. LANDSCAPE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO :-:-:-: PENNISETUM 'LITTLE BUNNY' FOUNTAIN 6RAS5 I GoAL@ 12" O.C. 12" O.C. • ) 6EGINNING THE LANDSCAPE V'IORK 50 THE LANDSCAPE ARCHITECT CAN REVIEV'I THE . • . ) • PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDIN6L Y TO FULLY SCREEN ALL/? IITTffiTI UTILITIES FROM VIEYi. 1 lWlWJ LANTANA 'SPREADING SUNSHINE' >~ 1, > ~ MYOPORUM PARVIFOLIUM ~ R05MARINUS OFFICINALIS ltm TRACHELOSPERMIJM JASMINOIDES ~ SLOPE SAVER GRASS SEED*** LANTANA PROSTRATE MYOPORUM ROSEMARY STAR JASMINE 6" DEEP (MIN.) LAYER OF OF SHREDDED 6ARK MULCH > > NQT1;5, • FLATS 18" o.c. l ◄ ' FLATS 12" O.C. l , ◄ l , FLATS 12" O.C. ◄• l < ' FLATS 18" O,C. ) ◄ l < < I l ◄ ◄ *PODOCARPUS GoRACILIOR TO HAVE MAIN LEADER INTACT. TREES J!',!ITH THE MAIN LEADER REMOVED SHALL 6E REPLACED Jl',IITH l < Amendment to SDP-0606 EXHIBIT 02108/10 FOR PLANTING DETAILS SEESHEET08 "AS-BUILT " > APPROVED TREES. (_ > ••SHRUBS ON SLOPES STEEPER THAN 6:1 SHALL BE UNDER PLANTED Jl',IITH FLATS OF CLUMPING GAZANIA 'MOONGLOW'@ 12" 0.C. ( ***SLOPE SAVER GRASS SEED 15 AVAILABLE THROUGH AGRONO-TEC SEED CO. (#001.81€:>.9€:>"IO). INSTALL PER MANUFACTURE'5 , > SPECIFICATIONS. EVIDENCE OF COMPLIANCE TO THE MANUFACTURE'S SPECIFICATIONS, SUCH AS INVOICE OR TAG 15 REQUIRED. , ANY CHANGES OR ALTERATIONS MUST BE APPROVED. ' A60i.JGAINVILLEA VINES TO 6E TRIMMED 50 _THEY DO NOT INTERFERE Jl',IITH SOLAR PANELS . . . . -. . . . -. -- BENCHMARK: ◄ I < < I . . DATE, 04/16/0"! • ' HOWARD:: DESCRIPTION: STANOARO Al-10 SlREET CENTERf./NE llfll IJONVMENT ROBERTSON RANCH PA 19 ~" '.} D~ BY, JAH/CG . , •,.ASSOCIATES~ JOB NUMBER, 2100.10 FILE, REVl510N5, ,, , " ,, landscape architecture rla 2919 8880 ri<> Sall di~go drive AUiU 3$0 81111 dl~g<> .,. 92108 619 718 9660 P.E. EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE LOCATION: CllVllJi'IJNE OF ll CAMINO REAL AT ENCINHJ(S STAllON ,f5/f92 PER R.S 1800-f RECORD FROM: COUNTY BENCH lt:1-fl.S (NO. COUNTY !Ol CONTROi. OA TA) ELEVATION: 68./79 OATVAI: /1.S.C. ,t GS. 1----+----+--------------1----+---+---+-~ I AP_P_Ro_v_Eo _________ _ _ PIJ,NNING DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I OWN BY: I 1--DA_TE~_1N_ITIAL__,,__DA_TE~_IN_111A1.__, CHKO BY: __ OTHER APPROVAL CITY APPR<YvAL _ ~0 BY: PROJECT NO. SOP 06-06 C.l 02-16 DATE I DRAWING NO. 1N--9.L CMWD __ -__ _ ..C- U'\ 0, C ...0 r EQUAL NOT TO SCALE GROUNDCOYER PLANTED PER PLANTING LEGEND 0 I . . I . . () I () = · .. · I o---'k--IJ" .... I . . I .•.·1~--'k- PLAN VIEH NOT TO SCALE ~II 2X ROOTBALL 18" Y'IIDTH ELEVATION NOT TO SCALE r,\ ROOT BARRIER, I"!" v DEEP "BIO-BARRIER" 0 PAVED SIJRFACE 0 FINISH GRADE 0ROOT BALL 0 TREE TRUNK (A )►-G_R_o_u_N_o_c_o_v_E_R_s_P_A_c_1N_G _____ _ NOTE, ROOT BARRIER TO BE UTILIZED Y'IHEN TREE IS LOCATED , ..,. Root Barrier v-11TH1N s· oF HARDSCAPE '"B ~ 1---------------------=--------•No·T-To-s·c·AL_E_ APPROVED FOR PLANTING (])--- CD @ G) VINE ATTACHED TO SIJRFACE OF HALL OR FENCE HITH VINE TIES EXISTING HALL OR FENCE PLANT SO THAT CROHN IS I" ABOVE FINISH GRADE 4" HATERING BASIN PLANT TABLETS PER PLANTING NOTES OR SPECIFICATIONS FINISH 6RADE BACKFILL MIX PER PLANTING NOTES OR SPECIFICATIONS 2X ROOTBALL DIAMETER UNDISTURBED NATIVE SOIL ROOTBALL Qp ~~-V..;.;,I N.;.E ___ P_L_A_N.;.T.;.;.I N~G;.._ ___________ ~s~E~c.l.J.T1~ON~ . ') NOT TO SCALE "AS-BUILT " BENCHMARK: 1115108 :: HOWARD::. DRAJ,lN BY, JAH/CG DATE, DESCRIPTION: STANDARD Al-10 STREET CENTERLINE UHL MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENGINEER's STATION 454+92 PER R.S 1800-1 .JOB NUMBER, :2100.10 FILE, REYl510N5, , ASSOCIATES· landscape architecture rla 2919 8880 r o <a □ diego drive suitr 350 san ~i,·go ,a 92108 619 718 %60 P.E. EXP. __ _ REVIEWED BY: DATE RECORD FROM: COUNTY BENCH LEITTS {NO. COUNTY vERT. CONTROt. DATA) DATE INITIAL SECTION NOT TO SCALE NOTE, ALSO SEE TREE STAKING DETAIL FILL HOLE HITH b" DEPTH NATIVE BACKFILL MATERIAL. TAMP AND MOUND SLIGHTLY. SET ROOT BALL IN HOLE SO THAT ROOT CROY'IN IS I" ABOVE FINISH GRADE. REPLACE BACKFILL MATERIAL (FER SOILS REPORT) UP TO 2/3 THE HEIGHT OF THE ROOT BALL, TAMPING AND SETTLING AROUND REMAINING 1/3 OF ROOT BALL. CREATE IRRIGATION BASIN A MINIMUM OF b" BEYOND SIDES OF ROOT BALL. IRRIGATE FROM TOP TO SETTLE BACKFILL AND BERM, FILLING BASIN. FINISH GRADE FERTILIZER TABLETS PER SOILS REPORT SLOPE AT REAR OF PLANTING PIT TO BE GRADED TO A MAXIMUM I, I SLOPE INSTALL EROSION CONTROL FABRIC, ON PLANT PIT SLOPES GREATER THAN OR ( C )1--T_re_e_lS_h_ru_b_P_la_n_ti_n_g ___ E_ou_A_L _2 ,_1 _______ _ z l: PREVAILING Y'IIND b" MIN. AXIS I SECTION NOT TO SCALE 0 0 0 0 0 TREE PLANTED PER DETAIL STAKE BELOV'I CROY'lN OF TREE "HONDER TREE TIES" OR APPROVED EQUAL. SECURE HITH lbd GALVANIZED NAIL (3 TOTAL) 2" DIA1"1ETER X 10' LONG LODGEPOLE PINE STAKE (2 TOTAL) ROOTBALL SLOPE AT REAR OF PLANTING PIT TO BE GRADED TO A MAXIMUM 1:1. INSTALL EROSION CONTROL FABRIC ON PLANT PIT SLOPES GREATER THAN OR EQUAL 2,1 NOTE, ALSO SEE TREE/SHRUB PLANTING DETAIL Tree Staking (For Trees 15 g. Size and Larger) [][] 8 CITY OF CARLSBAD uTI 1 PLANNING DEPARTMENT PLANTING 0£TA/lS FOR: ROBERTSON RANCH PA 19 C.T. 02-16 I APPW;ld c,-. u~r I ;.--t. "~ DATE PLANNING DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. INSPECTOR DATE ELEVATION: 68.479 OAllJM: IJ.S.C. ,t G.S. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 06-06 45J-9L -t: 01 (JJ I -0 r- - t ' ! I I 0 10' i i APPROVED FOR PLANTING 20' i AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I I U/L T CJCJ . --. ... □ ·:•:> CJGL i:i ........ B X LL LL LLL PROPERTY LINE ~ I-C,~j.,t':1"'-,,µ.,L I . LLL ~t:t LLL & '\', ' ~~irrt:'l 60' FOR PLANTING LEGEND, NOTES, i & DETAILS SEE SHEETS 07-08 FOR PLANTING SPECIF/CATIONS Scale 1 = 20' North SEESHEET10 DATE, 04/1:3/0<:f : : H O w A R D: : DRAl-"4N BY, JAH/CcS JOB NUMBER, 2100.10 .. ci, ◊ A s s O C I A T E s ·cl> FILE, REVl51ON5, ,~ s> ~ ·'> landscape architecture rln2919 8880 rlo sltn <ll<>go drlve suite 350 aan d!cgo ca <J2108 619 718 9660 I I I \ I I \ \ / \ \ ) I / "ii,,='\\ \..- / FOR /RR/GA TION SEE SHEET 04 FOR CONSTRUCTION SEE SHEETS 13-14 REVIEWED. B)i ( )~_£, 4, f:-l~J} INSPECTOR 12' BTH " 4-?,,7 · IS:: DATE '1 °?>0-[S' DATE r / \_ROW I PROPERTY --LINE ...... __ _ I I I I " I I I I I I I I I y I I I I 1-------~ I I • ----!------I I_ •--r,----1 I -~-I I m r-----I r ,:-_~ ~ -X~-----L___ 1 I /·v ~--,r;----,c--i I +,✓ -----------*-.L::,,__ =i:::-✓, ----_J ' I ~----,~--~ •. <~:2--::::/d'.':/=-l'i.ROmw ergenP(fa~ Place/ J I I I I l --PROPERTY \ LINF NOTE: SHRUBS ON SLOPES STEEPER THAN 3: 1 SHALL BE UNDERPLANTED WITH FLA TS OF CLUMPING GAZANIA 'MOONGLOW'@ 12" O.C. DATE, 04/1:3/0<:f DRAWN BY, JAH/CcS HOWARD:: JOB NUMBER, 2100,10 \\> ,. ,;, A s s O C I A T E s '" FILE, ~ 4> •~ ◊ 1 a n d s c a p e a r c h i t e c t u r e r I u '..! 9 l 9 REVl5ION5: 8880 do 31'n ,!i"ls" drive suit" JSO ~an d!ego ca 92108 61'.l 718 9660 9/22/08 MM /1\ REVISED PLANTING PLANTING PER HARDSCAPE CHANGES 2/25/09 MM I \ ENmY MONUMENT DELETION I sogET I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD WJ PLANNING DEPARTMENT 1 12/,./09 MM I MOW CURB, POOLSIDE OVERH£AD & DRINKING PLANTING PLANS FOR: BENCHMARK: FOUNTAIN DELETION, & TREE SPECIES REVISIONS 01/25/11 MM _4 SOLAR TREWS ADDtnON & TREE REVISION ROBERTSON RANCH DESCRIPTION: STANDARD M-10 STREET CENTERLINE M:LL MONUMENT 2/11/15 JH AS-BUILT PLANS SHEET 04 & 09 PA 19 C.T. 02-16 LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER's STA llON 454+92 PER R.S 1800-1 APPROVED 1i:i:J;, I+--t-_jf _;--tt 4---1 o-J i:;- PLANNING DATE RECORD FROM: COUNTY BENCH LEI/ELS (NO. COUNTY vERT. CONTROL DA TA) ELEVATION: 68.479 DA TUM: /J.S.C. & G.S. OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: 453-9L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SOP 06-06 CMWD --.... • '' SECTION 02483. LANDSCAPE FINISH GRADING ANO PLANTING 1. GENERAL THE GENERAL ANO SPECIAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION AS THOUGH WRITTEN HEREIN. 2. SCOPE OF WORK 2.1 FURNISH ALL LABOR MATERIALS, ANO EQUIPMENT TO PROVIDE ANO INSTALL SOIL PREPARATION, FINISH GRADING, ANO PLANTING AS DESCRIBED HEREIN ANO UPON THE PLANS. 2.2 THE CONTRACTOR SHALL ADEQUATELY PROTECT THE WORK, ADJACENT PROPERTY, ANO THE PUBLIC, ANO SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY, ANO LOSS DUE TO HIS ACTS OR NEGLECT. 2.3 WORK NOT INCLUDED: ROUGH GRADING ANO DRAINAGE. 3. SAMPLES, TESTS, AND INSPECTIONS 3.1 THE SOURCE OF THE PLANT MATERIAL SHALL BE FURNISHED IF REQUESTED BY THE LANDSCAPE ARCHITECT. 3.2 ANY SAMPLING, TESTING, OR INSPECTION COSTS OF MATERIALS ARE TO BE BORNE BY THE CONTRACTOR, ANO COPIES OF INSPECTION CERTIFICATES, REQUIRED BY LAW, SHALL BE FURNISHED TO THE OWNER WITHOUT CHARGE. 3.3 THE LANDSCAPE ARCHITECT MAY, AT THE OWNER'S REQUEST, VISIT NURSERIES ANO TAG SPECIFIC TREES FOR INSTALLATION. 4. MATERIALS PLANTS: 4.1 NOMENCLATURE: SEE PLANT MATERIALS LABELED ON LANDSCAPE PLANTING PLAN. 4.2 CONDITIONS: PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY ANO SPECIES, SOUND, HEAL THY, VIGOROUS, FREE FROM PLANT DISEASE, INSECT PESTS OR THEIR EGGS, EXCESSIVE ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS, AND SHALL HAVE HEALTHY, NORMAL ROOT SYSTEMS, WELL FILING THEIR CONTAINERS, BUT NOT TO THE POINT OF BEING ROOT BOUND. TREE TRUNKS SHALL BE STURDY ANO WELL HARDENED-OFF. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY EXCEPT AS AUTHORIZED BY THE LANDSCAPE ARCHITECT. IN NO CASE SHALL TREES BE TOPPED OR PRUNED BEFORE DELIVERY. PLANTS SHALL BE GROWN IN NURSERIES WHICH HAVE BEEN INSPECTED BY THE STATE DEPARTMENT OF AGRICULTURE ANO HAVE COMPLIED WITH ITS REGULATIONS. 4.3 IDENTIFICATION: PLANTS SHALL BE OF THE VARIETY AND SIZE REQUIREMENTS HEREIN. ONE OF EACH BUNDLE OR LOT SHALL BE TAGGED WITH PLANT NAME IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. 4.4 SUBSTITUTIONS: SUBSTITUTIONS FOR THE INDICATED PLANT MATERIALS MAY BE PERMITTED, PROVIDED THE SUBSTITUTE MATERIALS ARE APPROVED IN ADVANCE BY THE LANDSCAPE ARCHITECT AND CITY LANDSCAPE INSPECTOR ANO THE SUBSTITUTIONS ARE MADE AT NO ADDITIONAL COST TO THE OWNER. EXCEPT FOR THE VARIATIONS SO AUTHORIZED, ALL SUBSTITUTE PLANT MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATIONS. IF ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATE OR SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. 4.5 PLANT INSPECTION ANO REJECTION: ROOT CONDITION OF PLANTS WILL BE DETERMINED BY THE LANDSCAPE ARCHITECT THROUGH THE REMOVAL OF EARTH FROM THE ROOTS OF AT LEAST TWO PLANTS BUT NOT MORE THAN 2% OF THE TOTAL NUMBER OF SPECIES FROM EACH SOURCE. 5. MATERIALS 5.1 SOIL AMENDMENTS: ALL AREAS TO BE PLANTED AND IRRIGATED WHICH ARE LESS THAN 3: 1 IN SLOPE ASPECT SHALL RECEIVE SOIL AMENDMENTS, UNLESS OTHERWISE NOTED. THE FOLLOWING SOIL AMENDMENTS ARE TO BE USED AS THE BASIS FOR BIOS. ONCE ALL SITE IMPROVEMENTS ARE IN PLACE ANO APPROXIMATE FINISH GRADES ESTABLISHED, THE CONTRACTOR SHALL FURNISH TO THE OWNER A SOILS REPORT MADE FROM THE SURFACE AND SUBSURFACE (18" BELOW GRADE) SOIL BY SOILS ANO PLANT LABORATORY, P.O. BOX 11744, SANTA ANA, CALIFORNIA 92711; (714) 558-8333. THE REPORT SHALL INCLUDE PH, N.P.K., SAR, EGE, BORON LEVELS, AND SOIL PARTICLE EVALUATION. LANDSCAPE ARCHITECT & CITY INSPECTOR SHALL REVIEW & APPROVE THIS REPORT PRIOR TO COMMENCEMENT OF SOIL PREPARATION OR PLANTING. GENERAL SOIL PREPARATION, AMOUNT PER 1,000 SQUARE FEET: A. NITROGEN STABILIZED ORGANIC AMENDMENT, 3 CY. VOS., DERIVED FROM COMPOSED REDWOOD SHAVINGS OR FINELY GROUND FIR OR REDWOOD BARK. SHALL CONTAIN A MINIMUM 0.5 % AVAILABLE NITROGEN. B. 200 LBS. GRO-POWER PLUS (SO. CAL. ORGANIC FERTILIZER COMPANY). C. 200 LBS. AGRICULTURAL GYPSUM. 0. 10 LBS. SOIL SULFUR. 5.1.1 BACKFILL MIX: A. 6 PARTS BY VOLUME ON-SITE SOIL B. 4 PARTS BY VOLUME ORGANIC AMENDMENT PER ABOVE. C. 10 LBS. GRO-POWER PLUS PER CU. YO. OF MIX. D. 2 LBS. IRON SULFATE PER CU. YD. OF MIX. E. 10 LBS. AGRICULTURAL GYPSUM PER CU. YD. OF MIX. 5.1.2 A COPY OF DELIVERY SLIPS ON ALL MATERIALS USED ON THE PROJECT SHALL BE DELIVERED ro THE OWNER. 5.1.3 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT WHEN PROOF OF SUBMITTED THAT ANY MATERIAL SPECIFIED IS NOT OBTAINABLE. ALL SUBSTITUTIONS ARE SUBJECT TO REVIEW BY THE OWNER. 5.2 TREE STAKES: TREE STAKES SHALL BE 2: IN DIAMETER BY 10' LONG NEW PINE LODGE POLES TREA TEO WITH COPPER NAPTHENATE UNLESS OTHERWISE NOTED. 5.3 TIES: 5.3.1 PER PLANTING DETAIL. 5.4 IMPORT SOIL OR TOPSOIL: 5.4.1 NATURAL FRIABLE SOIL POSSESSING THE SAME CHARACTERISTICS OF THE EXISTING SITE SOIL. PROVIDE SOIL FREE FROM SUBSOIL, BRUSH, OBJECTIONABLE WEEDS, ROCKS, ORGANIC OR INORGANIC DEBRIS, ANO CLAY. THE SOIL SHALL BE FREE OF ANY TOXIC SUBSTANCES, ORGANIC OR INORGANIC, SOIL STERILANTS, SALTS; ANO NO SOIL REMOVED FROM ROAD BED EXCAVATIONS. 5.4.2 THE CONTRACTOR SHALL FURNISH UPON THE REQUEST OF THE LANDSCAPE ARCHITECT A SOILS REPORT MADE FROM THE INTENDED IMPORT BY SOIL AND PLANT LABORATORY. SEE SECTION 5-A OF THESE SPECIFICATIONS. THE REPORT SHALL INCLUDE PH, N.P.K. SAR, EGE, BORON LEVELS, ANO SOIL PARTICLE EVALUATION. ANY SOILS IMPORTED TO SITE ANO FOUND TO BE UNSUITABLE BY THE LANDSCAPE ARCHITECT SHALL BE REMOVED FROM THE SITE AND REPLACED WITH AN APPROVED SOIL AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PAY ALL EXPENSES FOR SOIL TESTING OF IMPORT MATERIALS. 6. INSTALLATION 6.1 SCHEDULING: PLANTING SHALL NOT COMMENCE UNTIL COMPLETION OF ALL CONSTRUCTION WORK, GRADING, SOIL PREPARATION, WEED CONTROL ANO SPRINKLER INSTALLATION. ALL CONTAINER STOCK SHALL BE SPOTTED ON-SITE BY THE CONTRACTOR PER PLANS PRIOR TO PLANTING. PLANT PITS SHALL NOT BE EXCAVATED UNTIL THE REVIEW OF PLANT LOCATIONS BY THE LANDSCAPE ARCHITECT. 6.2 SOIL PREPARATION: 6.2.1 IRRIGATE SITE NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY CONTACT HERBICIDE PER MANUFACTURER. REPEAT PROCESS IF REQUIRED BY LANDSCAPE ARCHITECT. 6.2.2 APPLY SOIL AMENDMENTS AS SPECIFIED, EVENLY ANO AT THE SPECIFIED APPLICATION RATES. 6.2.3 ROTOTILL TOP 6" OF SOIL TO A LOOSE ANO FRIABLE CONSISTENCY. 6.2.4 FINISH GRADE TO CONTOURS AND SPOT ELEVATIONS SHOWN ON PLANS. 6.2.5 AT TIME OF PLANTING, ALL AREAS TO BE PLANTED OR SEEDED SHALL BE FREE OF STONES, STUMPS, ROOTS OR OTHER DELETERIOUS MATTER 1" IN DIAMETER OR LARGER ANO SHALL BE FREE FROM ALL WIRE, PLASTER, OR SIMILAR OBJECTS THAT WOULD BE HINDRANCE TO PLANTING OR MAINTENANCE. 6.2.6 SLOPES STEEPER THAN 3:1 SHALL BE RAKED SMOOTH, BUT SHALL NOT RECEIVE SOIL AMENDMENTS (EXCEPT IN PLANT PITS, IF ANY); UNLESS SPECIFIED ON THE PLANS. 6.3 LANDSCAPE FINISH GRADING: 6.3.1 FINISH GRADING AFTER SOIL PREPARATION SHALL ESTABLISH FINAL FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE. FLOWLINES ANO GRADIENTS SHALL BE ESTABLISHED FROM THE HIGH POINT TO THE DRAINAGE OUTLET OR AN INLET STRUCTURE. 6.3.2 FINISH GRADE FOR ALL LAWN AREAS SHALL BE 1" BELOW SIDEWALKS ANO CURBS, EXCEPT AT LOCATIONS THAT DRAINAGE WATER WILL FLOW ONTO OR ACROSS HAROSCAPE, CURBS OR PAVING. AT THESE CONDITIONS, THE GRADE SHALL BE FLUSH OR NOT MORE THAN 1/4" BELOW HARDSCAPING. FINISHED GRADES SHALL BE OF UNIFORM SLOPE ANO GRADE BETWEEN POINTS OF FIXED ELEVATIONS OR ELEVATION CONTROLS, ANO FROM SUCH POINTS ESTABLISH GRADES. 6.3.3 ALL FINISH GRADES SHALL BE FLOATED TO ASSURE A UNIFORM SURFACE WITHOUT IRREGULAR DIPS OR RIDGES. ALL TURF AREAS SHALL BE FLOATED WITH A MINIMUM 4' WIDE FLOAT AND GRADED AWAY FROM THE ESTABLISHED FLOWLINE. ROLL ALL PROPOSED TURF AREAS ANO REFLOAT TO ELIMINATE DEPRESSIONS. 6.3.4 CONTRACTOR SHALL BE RESPONSIBLE FOR BRINGING ALL PLANTING AREAS TO FINISH GRADE AFTER SOIL PREPARATION WHICH SHALL BE 1" BELOW PAVING AND CURBS OR AS NOTED BY SPOT ELEVATIONS. SPECIAL ATTENTION SHALL BE GIVEN TO MAINTAINING CONTINUOUS AND EVEN FLOWLINES, ANO DRAINAGE AWAY FROM STRUCTURES, TO DRAIN INLET OR OUTLETS. GRADES SHALL BE ESTABLISHED TO DRAIN ALL WATER AWAY FROM STRUCTURES BEHIND WALLS. WHEN DRAINAGE IS DIFFICULT TO ACHIEVE, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST A SOLUTION BEFORE CONTINUING. GRADE IN SHRUB AREAS SHALL BE ESTABLISHED PRIOR TO PLANTING TO ENSURE PROPER FINAL PLANTING HEIGHTS. 6.3.5 ALL FILL AREAS ANO CONSTRUCTED BERMS OR MOUNDS SHALL BE COMPACTED IN EVEN LEVELS TO A MAXIMUM COMPACTION OF 80%. 6.4 SPACING: WHEN PLANT MATERIAL IS SPACED IN ROWS, THE TOTAL DIMENSION SHALL BE VERIFIED AND THE PLANTS EQUALLY SPACED WITHIN THE DESIGNATED AREA. WHEN PLANT MATERIAL IS SHOWN IN A LOOSE PATTERN, THE CONTRACTOR SHALL SPACE THE MATERIAL AS SHOWN ON PLANS OR AS DIRECTED BY LANDSCAPE ARCHITECT. GROUND COVER MATERIAL SHALL BE TRIANGULARLY SPACED PER DIMENSIONS INDICTED ON PLANS (WHERE APPLICABLE). 6.5 PLANT PITS: PLANT PITS SHALL BE DUG WITH LEVEL BOTTOMS WITH WIDTHS AND DEPTHS AS SHOWN IN DETAIL DRAWINGS. PITS FOR TREES SHALL BE DUG SQUARE. FILL PITS WITH WATER AND ALLOW TO DRAIN OUT. PLANT HOLES DUG BY AUGER METHOD WILL BE ACCEPTABLE, BUT SHALL HAVE SIDE WALL ROUGHENED OR SQUARED WITH A SHOVEL. SLICK PIT WALLS CAUSED BY AUGERING IN TOO WET SOIL WILL NOT BE ACCEPTED FOR PLANTING. 6.6 REMOVAL FROM PLASTIC CONTAINERS: ALL CONTAINER STOCK SHALL BE REMOVED FROM CONTAINER IN SUCH A WAY AS TO NOT DISTURB THE ROOT BALL. TAP CONTAINER AROUND ALL SIDES ANO BOTTOM TO LOOSEN SOIL FROM CONTAINER. TURN CONTAINER UPSIDE DOWN ANO CAREFULLY SLIDE OUT WITHOUT PULLING ON THE PLANT STEM OR TRUNK. ROOT BALL SHALL BE SUFFICIENTLY MOIST TO PREVENT DISTURBANCE OF ROOTS UPON REMOVAL OF THE CONTAINER. 6. 7 HANDLING: NO PLANT MATERIAL SHALL BE PLANTED IF THE BALL IS BROKEN OR CRACKED EITHER BEFORE OR DURING THE PROCESS OF PLANTING. 6.8 SETTING: PLANTS SHALL BEAR SAME RELATION TO SOIL LEVEL WHEN PLANTED AS THEY DID WHEN IN CONTAINER. EACH PLANT SHALL BE PLACED IN CENTER OF PLANT PIT. NO PLANTING SHALL OCCUR DURING WEATHER CONDITIONS WHICH ADVERSELY AFFECT PLANT MATERIAL OR WHEN SOIL IS IN A MUDDY CONDITION. 6.9 PIT BACKFILL PROCEDURE: 6.9.1 PLACE AGRIFORM 21 GRAM PLANT TABLETS IN BOTTOM OF PLANT PITS, ADHERING TO THE PLANTING NOTES. 6.9.2 BACKFILL PIT WITH BACKFILL MIX HALF-WAY TO FINISH GRADE ANO WATER THOROUGHLY. 6.9.3 BACKFILL TO FINISH GRADE. BACKFILL MIX SHALL BE TAMPED FIRM, ANO A SHALLOW BASIN FORMED AT PERIMETER OF PLANT PIT TO HOLD ENOUGH WATER TO SATURATE THE ROOT BALL AND BACKFILL MIX. 6.9.4 WATER IMMEDIATELY TO SATURATE ENTIRE ROOT BALL ANO BACKFILL. 6.9.5 REMOVE WATERING BASINS PRIOR TO HYDROSEEDING (IN LAWN AREAS ONLY). 6.10 TREE STAKING: STAKE ALL TREES AS SHOWN IN DETAILS. DRIVE STAKES INTO FIRM SOIL NEXT TO ROOT BALL AND BACKFILL WITH PREPARED SOIL MIX. TREE AND STAKES SHALL BE VERTICAL IN ALL CASES. ONE GALLON AND LINER TREES SHALL BE PLANTED WITH STAKE REMOVED, UNLESS OTHERWISE DIRECTED. 6.11 FLATTED GROUND COVER: 6.11.1 ROOTED CUTTINGS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ALL ROOTS ANO SPACED AS SPECIFIED ON LANDSCAPE PLAN. 6.11.2 GROUND COVER PLANTS (ROOTED CUTTINGS) SHALL HAVE BEEN GROWN IN FLATS AND SHALL REMAIN IN THOSE FLATS UNTIL TIME FOR TRANSPLANTING. AT TIME OF TRANSPLANTING, THE FLAT SOIL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT THE SOIL DOES NOT FALL APART WHEN LIFTING PLANST FROM FLAT. EACH PLANT SHALL BE PLANTED WITH ITS PROPORTIONATE AMOUNT OF THE FLAT SOIL IN A MANNER THAT WILL ENSURE A MINIMUM OF DISTURBANCE TO THE ROOT SYSTEM. 6.11.3 ROOTED CUTTINGS SHALL NOT BE ALLOWED TO ORY OUT BEFORE OR WHILE BEING PLANTED. WILTED PLANTS SHALL NOT BE ACCEPTED. 6.11.4 AT TIME OF PLANTING ALL GROUND COVER PLANTS, THE EARTH AROUND EACH PLANT SHALL BE FIRMED SUFFICIENTLY TO FORCE OUT ALL AIR POCKETS. 6.11.5 EACH GROUND COVER PLANT SHALL BE PLANTED WITH A MINIMUM OF ONE 5 GRAM 20-15-5 PLANT TABLET ADJACENT TO ROOT ZONE. 6.12 MULCHING: WHEN PLANTING OPERATIONS ARE COMPLETE ANO SHRUB AREAS HAVE BEEN RAKED AND DRESSED, MULCH ALL SHRUB AND TREE WATERING BASINS WITH A 1" LAYER OF GROUND FIR BARK (0 -1/4" SIZE). 00 NOT MULCH PLANTED GROUND COVER AREAS PRIOR TO PLANTING GROUND COVER OR HYDROSEEDING. DO NOT MULCH TREES IN TURF AREAS. ALL NON-TURF PLANTING AREAS LESS STEEP THAN 3:1 SHALL RECEIVE A 3" THICK LAYER OF MULCH. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO THE JOB SITE. 6.13 QUANTITIES: IN ALL CASES, QUANTITIES OF PLANT MATERIAL SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK AS INDICATED ON DRAWINGS, INCLUDING RESEEDING, REDRESSING, ANO MAINTENANCE (REPLACEMENTS) DURING THE CONTRACT PERIOD. 6.14 PROTECTION: THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREAS INCLUDED IN THE CONTRACT, INCLUDING LAWN AREAS, PLANT MATERIALS, SUPPORTERS, ETC., UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER OR HIS REPRESENTATIVE. 6.15 CLEAN-UP: AFTER ALL PLANTING OPERATIONS ARE COMPLETED, CONTRACTOR SHALL REMOVE ALL TRASH, EXCESS SOIL, EMPTY PLANT CONTAINERS, OR OTHER ACCUMULATED DEBRIS FROM THE SITE AT NO EXTRA COST TO OWNER. CONTRACTOR SHALL REPAIR ALL SCARS, RUTS, OR MARS IN AREA CAUSED BY WORK OPERATIONS. AREAS SHALL BE LEFT IN A NEAT ANO ORDERLY CONDITIONS. 6.16 INSPECTIONS (PLANTING PHASE): 6.16.1 CONTRACTOR SHALL GIVE FORTY-EIGHT HOURS NOTICE AND SET APPOINTMENT FOR ALL REVIEWS BY THE LANDSCAPE ARCHITECT. 6.16.2 REVIEW BY OWNER AND LANDSCAPE ARCHITECT AND CITY INSPECTOR SHALL BE SCHEDULED FOR THE FOLLOWING OPERATIONS: A. REVIEW OF FINISH GRADING B. REVIEW OF ALL PLANT MATERIAL PRIOR TO PLANTING. C. TREE AND SHRUB PLACEMENT PRIOR TO DIGGING HOLES. 0. REVIEW OF GROUND COVER LINES AND MOW CURB PRIOR TO PLANTING. E. START OF MAINTENANCE PERIOD/ACCEPTANCE OF INSTALLATION. F. FINAL ACCEPTANCE AT ENO OF MAINTENANCE PERIOD. 6.16.3 REVIEW SHALL BE CALLED FOR AT END OF ALL PLANTING OPERATIONS FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH PLANS ANO SPECIFICATIONS, INTENT, WORKMANSHIP, ANO CLEAN-UP. CONTRACTOR SHALL SECURE WRITTEN VERIFICATION OF REVIEW DATA, ANY CORRECTIONS REQUIRED TO WORK, AND LIMITS OF REVIEWED AREAS BEFORE BEGINNING THE DESCRIBED ESTABLISHED WORK. 6.16.4 IN THE EVENT THE CONTRACTOR REQUESTS INSPECTION OF WORK, AND SAID WORK IS SUBSTANTIALLY INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OWNER'S COSTS. 6.17 OMIT 6.18 GUARANTEE: 6.18.1 ALL SHRUBS, GROUND COVERS, ANO LAWN AREAS SHALL BE GUARANTEED AS TO GROWTH AND HEALTH OF A PERIOD OF NINETY DAYS AFTER FINAL ACCEPTANCE BY THE OWNER OR HIS REPRESENTATIVE; ALL TREES SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR. 6.18.2 PLANTS WHICH DIE OR LOSE MORE THAN 30% OF THEIR ORIGINAL LEAVES SHALL BE REPLACED UNDER THIS SECTION. 6.18.3 THE CONTRACTOR, WITHIN FOURTEEN DAYS OF WRITTEN NOTIFICATION BY OWNER, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. ALL PLANT MATERIAL REPLACED SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT. "AS-BUILT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 04/19/0'1 DRAV'IN BY, JAH/C-G JOB NUMBER, 2100.10 FILE, HOWARD';::, REYl510N5, ASSOCIATES,, landscape architecture rl a Z9 I 9 8880 tio slin diego drive suite 350 san di ego ca 921 OB bl9 718 9060 P.E. EXP., ___ _ REVIEWED BY: INSPECTOR " 6.19 ESTABLISHMENT PERIOD: 6.19.1 CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT DURING THE PROGRESS OF THE WORK, THROUGH THE ESTABLISHMENT PERIOD, ANO UNTIL FINAL ACCEPTANCE OF THE WORK. 6.19.2 THE ENTIRE PROJECT SHALL BE MAINTAINED IN A SATISFACTORY CONDITION FOR A PERIOD OF NINETY CALENDAR DAYS, COMMENCING FROM THE TIME ALL ITEMS OF IRRIGATION AND LANDSCAPE PLANTING WORK HAVE BEEN COMPLETED AS SPECIFIED IN THE FOREGOING ARTICLES OF THESE SPECIAL PROVISIONS TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT, AND UPON THOROUGH GERMINATION OF THE HYDROSEEO AREAS AS DETERMINED BY THE LANDSCAPE ARCHITECT. 6.19.3 ESTABLISHMENT WORK INCLUDES ALL MOWING, WATERING, WEEDING, RESEEDING, MULCHING, CULTIVATING, SPRAYING, ANO TRIMMING NECESSARY TO BRING THE PLANTED AREAS TO A HEALTHY GROWING CONDITION, AND ANY ADDITIONAL WORK NEEDED TO KEEP THE AREAS NEAT, EDGED, AND ATTRACTIVE. 6.19.4 WATER GRASS UNTIL ACCEPTANCE OF WORK. THE AREAS SHALL BE KEPT MOIST, BUT NOT GLISTENING WET, UNTIL TIME FOR THE FIRST CUTTING OF GRASS. AFTER FIRST CUTTING, WATER LAWN TO MAINTAIN A THRIVING CONDITION. RESEEDED AREAS THAT DO NOT SHOW PROMPT GERMINATION SHALL BE AGAIN RESEEDED AT TEN DAY INTERVALS. THE CONTRACTOR SHALL MAINTAIN THE LAWN AREAS UNTIL AN EVEN, CLOSE STANO OF GRASS HAS BEEN OBTAINED ANO FOR AT LEAST THIRTY DAYS. 6.19.5 DURING THE PLANT ESTABLISHMENT PERIOD, ALL PLANTS ANO PLANTED AREAS SHALL BE KEPT WELL WEED-FREE AT ALL TIMES. WEEDS, DALLAS ANO JOHNSON GRASS, ANO BERMUDA GRASS SHALL BE REMOVED AND DISPOSED OF. PAY SPECIAL ATTENTION TO WATERING SLOPES PLANTED IN LAWN ON THE WINDWARD ANO/OR SUNNY SIDE SO THAT LAWN WILL BE ADEQUATELY WATERED AT ALL TIMES. 6.19.6 THE LAWNS SHOULD BE EDGED WHENEVER NECESSARY. THE GRASS SHALL BE MOWED WITH SHARP AND ADJUSTED MOWERS BEFORE IT EXCEEDS 2" IN HEIGHT. THE GRASS WILL BE CUT TO NOT LESS THAN 1 ", ANO DURING THE PERIOD OF MAINTENANCE, THE GRASS WILL NOT BE ALLOWED TO EXCEED 2" IN HEIGHT. 6.19.7 IMMEDIATELY AFTER THE FIRST CUTTING OF GRASS, WHEREVER A LAWN AREAS IS BOUNDED BY TREES OR SHRUBS, THE EDGE OF THE GRASS SHALL BE TRIMMED TO A NEAT AND UNIFORM LINE AT A DISTANCE OF APPROXIMATELY 2' FROM THE TREES OR SHRUBS. WHERE MOW CURB EXISTS, TRIM TO MOW CURB. WHERE TREES OR SHRUBS OCCUR IN GRASS AREAS, THE GRASS SHALL BE TURNED UNDER AND NEATLY EDGED 18" AWAY FROM THE PLANTS. THE LAWN EDGES SHALL BE MAINTAINED A NEAT CONDITION UNTIL ACCEPTANCE OF THE WORK. 6.19.8 WORKMEN SHALL NOT BE ALLOWED TO WORK ON GRASS AREAS UNNECESSARILY BEFORE, DURING, AND AFTER SEEDING OPERATIONS. GRASS AREAS THAT HAVE BEEN DAMAGED OR COMPACTED SHALL BE RECULTIVATEO ANO RESEEDED AT THE CONTRACTOR'S EXPENSE. 6.19.9 ANY DAY THE CONTRACTOR FAILS TO ADEQUATELY WATER, REPLACE UNSUITABLE PLANTS, WEEDS, ANO OTHER WORK DETERMINED TO BE NECESSARY BY THE OWNER, WILL NOT BE CREDITED AS PART OF THE ESTABLISHMENT PERIOD. 6.19.10 DURING THE ESTABLISHMENT PERIOD, ANY PLANT INDICATING WEAKNESS OR PROBABILITY OF DYING, SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. 6.19.11 ALL BASINS AROUND SHRUBS ANO TREES SHALL BE MAINTAINED AT A FOUR INCH DEPTH THROUGHOUT ESTABLISHMENT PERIOD, UNLESS OTHERWISE INSTRUCTED BY THE OWNER OR HIS REPRESENTATIVE. 6.19.12 TREE STAKES WHICH FOR ANY REASON ARE DAMAGED OR RENDERED INADEQUATE FOR SUPPORT SHALL BE REPAIRED AND RESTORED TO THEIR ORIGINAL CONDITION. 6.19.13 CONSTANT DILIGENCE SHALL BE MAINTAINED TO DETECT THE PRESENCE OF DISEASE, INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. 6.19.14 ALL SHRUBS AND TREES SHALL BE MAINTAINED IN THEIR NATURAL SHAPES. TALL OR SCRAGGLY BRANCHES SHALL BE TINNED OUT WHERE NECESSARY. IN NO CASE SHALL TREES OR SHRUBS BE TRIMMED BY HEADING OR SHEARING. ANY PLANTS SEVERELY PRUNED IN THIS MANNER SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. 6.19.15 ON THE 45TH DAY OF THE ESTABLISHMENT PERIOD, ALL LAWN AREAS SHALL RECEIVE TOP DRESSING OF 6 POUNDS OF 16-6-8 COMMERCIAL FERTILIZER PER 1,000 SQ. FT. 6.19.16 ON THE 80TH DAY OF THE ESTABLISHMENT PERIOD, ALL LAWN AND GROUND COVER AREAS SHALL RECEIVE TOP DRESSING OF 6 POUNDS OF 16-6-8 COMMERCIAL FERTILIZER PER 1,000 SQ. FT. 6.19.17 AT COMPLETION OF ESTABLISHMENT PERIOD, ALL AREAS INCLUDED IN THE CONTRACT SHALL BE SUBSTANTIALLY CLEAN AND FREE OF DEBRIS ANO WEEDS. ALL PLANT MATERIALS SHALL BE LIVE, HEALTHY AND FREE OF INFESTATIONS. 6.19.18 ANY EROSION OR SLIPPAGE OF SOIL CAUSED BY WATERING SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. 6.19.19ALL WALKS, CURBS, ANO GUTTERS SHALL BE KEPT CLEAR OF DEBRIS, MUD, DUST, AND STANDING WATER BY SWEEPING, MOPPING, OR HOSING DOWN AS REQUIRED TO MAINTAIN CLEANLINESS THROUGHOUT. 6.20 WRITTEN NOTICE: AT THE END OF SPECIFIED ESTABLISHMENT PERIOD, THE CONTRACTOR SHALL REQUEST FINAL INSPECTION BY LANDSCAPE ARCHITECT FOR FINAL ACCEPTANCE. ALL ITEMS OF MAINTENANCE ESTABLISHMENT PERIOD ANO SPECIFICATIONS ARE SUBJECT TO FINAL APPROVAL BY THE OWNER. AFTER FINAL ACCEPTANCE IS GRANTED, CONTRACTOR SHALL PRESENT WRITTEN NOTICE TO THE OWNER THAT HE HAS COMPLETED THE REQUIRED MAINTENANCE, ANO THAT ANY FURTHER MAINTENANCE WILL BE THE RESPONSIBILITY OF THE OWNER. ENO OF SECTION SECTION IV.E -CITY OF CARLSBAD LANDSCAPE MANUAL SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS E.3-1 SLOPE PLANTING E.3-1.1 SLOPE PLANTING STANDARDS SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD #1 -COVER CROP/STRAW MAT COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATIQN. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 903/; COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF STRAW MAT SHALL BE AS APPROVED BY THE CITY ANO STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. STRAW MAT SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 ANO APRIL 15. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR STRAW MAT MAY BE USED. B. STANDARD #2 -GROUND COVER ONE HUNDRED (100%_ PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). C. STANDARD #3 -LOW SHRUBS A. 3 FEET OR LESS IN VERTICAL HEIGHT ANO ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT A MINIMUM STANDARD #1 (COVER CROP AND/OR REINFORCED STRAW MAT IF PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15). 8. 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, AND #3. C. IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3, AND #4. E.3-1.2-2 SPECIAL CONDITIONS E.3-1.2-2.1 AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. SECTION IV.F -CITY OF CARLSBAD LANDSCAPE MANUAL F.3-1 CONDITION A-MANUFACTURED SLOPE FIRE PROTECTION PERTAINS TO MAN MADE SLOPES ABUTTING HIGH RISK FIRE AREAS AS DESCRIBED UNDER SECTION 11 C.1 SECTION A-1 -MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF STRUCTURE(S). 1. PLANTED WITH GROUND COVER OR LOW GROWING SHRUB SPECIES (LESS THAN 3' IN HEIGHT) KNOWN TO HAVE FIRE RETARDANT QUALITIES. 2. NO TREES OR SHRUBS ALLOWED. 3. IRRIGATED. SECTION A-2-MEASURE HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF SECTION A-1. 1. PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS. 2. NO TREES ALLOWED. 3. IRRIGATED SECTION A-3 • MEASURED OUTWARD FROM THE OUTLYING EDGE OF A-2 TO INCLUDE THE REMAINDER OF THE AREA BETWEEN SECTION A-2 AND HIGH RISK FIRE AREAS AS DESCRIBED UNDER SECTION II C. HORIZONTAL DISTANCE FROM THE STRUCTURE(S) TO UNTREATED HIGH RISK AREAS SHALL NOT BE LESS THAN 60'. 1. PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS. 2. TREES ARE ALLOWED BUT SHALL NOT BE PLANTED CLOSER THAN 20' APART. 3. IRRIGATED.RASSA F.3-2 CONDITION B -NATIVE SLOPES -WILDLANO FIRE SUPPRESSION PERTAINS TO AREAS WHERE REMOVAL OF ENVIRONMENTALLY SENSITIVE NATIVE VEGETATION IS RESTRICTED WITHIN THE FIRE SECTIONS. SECTION 8-1 • MEASURED 20' HORIZONTALLY FROM THE OUTLYING EDGE OF THE STRUCTURE(S) TOWARD THE ENVIRONMENTALLY RESTRICTED AREA AS DEFINED BY THE CITY. 1. REMOVAL OF "HIGH FUEL ANO MODERATE HAZARD SPECIES" AS LISTED IN APPENDIX F.1. 2. PLANTING WITH GROUND COVER OR LOW GROWING SHRUB SPECIES (LESS THAN 3' IN HEIGHT) KNOWN TO HAVE FIRE RETARDANT QUALITIES OR AS OTHERWISE REQUIRED BY THE CITY. 3. NO TREES OR SHRUB:, ALLOWED. 4. IRRIGATED. SECTION B-2 -MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF B-1. 1. REMOVAL OF "HIGH FUEL SPECIES" LISTED IN APPENDIX F.1. 2. REMOVAL BY SELECTIVE PRUNING OF UP TO 60% OF THE VOLUME OF THE "MODERATE FUEL SPECIES" AS LISTED IN APPENDIX F.1. 3. REPLANTING WiTH NATURALIZING LOW FUEL SPECIES. 4. TREES AND LARGE TREE FORM SHRUBS (E.G. OAKS, SUMAC, TOYON) WHICH ARE BEING RETAINED SHALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO THREE TIMES THE HEIGHT OF THE SURROUNDING UNOERSTORY PLANT MATERIAL OR 6', WHICHEVER IS HIGHER. DEAD ANO EXCESSIVELY TWIGGY GROWTH SHALL ALSO BE REMOVED, 5. IRRIGATED. SECTION B-3 -MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF SECTION B-2. THE OUTER EDGE OF B-3 SHALL EXTEND HORIZONTALLY TO A POINT AT LEAST 60' FROM STRUCTURES. 1. REMOVAL OF "HIGH FUEL SPECIES" AS LISTED IN APPENDIX F.1. 2. REMOVAL BY SELECTIVE PRUNING OF UP TO 40% OF THE VOLUME OF THE "MODERATE FUEL SPECIES" AS LISTED IN APPENDIX F.1. 3. TREES AND LARGE TREE FORM SHRUBS (E.G. OAKS, SUMAC, TOYON) WHICH ARE BEING RETAINED SHALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO THREE TIMES THE HEIGHT OF THE SURROUNDING UNOERSTORY PLANT MATERIAL OR 6', WHICHEVER IS HIGHER. DEAD ANO EXCESSIVELY TWIGGY GROWTH SHALL ALSO BE REMOVED. 4. NON-IRRIGATED. APPENDIX F (VI.F) -CITY OF CARLSBAD LANDSCAPE MANUAL. NATIVES ADENOSTEMA FASCICULATUM-CHAMISE ARTEMISIA CALIFORNICA -CALIFORNIA SAGEBRUSH ERIOGONUM FASCICULATUM -BUCKWHEAT SALVIA SPECIES -SAGE DOMESTICS ACACIA SPECIES -ACACIA CEORUS SPECIES -CEDAR CUPRESSUS SPECIES • CYPRESS DOOONAEA VISCOSA -.HOPSEED BUSH EUCALYPTUS SPECIES -EUCALYPTUS JUNIPERUS SPECIES -JUNIPER PENNISETUM • FOUNTAIN GRASS PINUS SPECIES -PINE LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER MODERATE HAZARD SPECIES A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). HETEROMELESE ARBUTIFOLIA-TOYON MALOSMA LAURINA -LAUREL SUMAC D. STANDARD #4 -TREES AND/OR LARGE SHRUBS QUERCUS OUMOSA -SCRUB OAK TREES ANO/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) RHUS INTEGRIFOLIA-LEMONADE BERRY AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED SQUARE FEETt=====~=====l===============A=Y=LO=C=O=C=U=C=U=S==Bl=-C=O=L=O=R=·=M=l=SiSl=O=N=M=A=NJZA[=N=IT=A=l=====]====~lr::;;::;;;;;:;:;::;;;;;;;;;::;;::::::;:;~::::;;;::;:::;;;;:;;::::;;:~:;:::;;;::::::;--;:::::::::::::::::;::, E.3-1.2 AREASOFAPPLICATION(PLANTING) [j[] CITY OF CARLSBAD uTI E.3-1.2.1 SLOPES --6: 1 OR STEEPER ANO: BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL DATE AT ENGINEERS STA 7/0N 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROi.. OATA) DATE ELEVATION: 68.479 DA7/JM: U.S.C. ct G.S. t---+---l-----------+---+--}--1---l PLANNING DEPARTMENT 1 PLANTING SPECIFICATIONS FOR: ROBERTSON RANCH PA 19 C.T. 02-16 1----Jf---+-----------+--+--+---lc--__j I APPROVED rt..:C. ( 4:, ~t-4±:: . PLANNING ~-(I c.j' I DATE _ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL 01HER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. SOP 06-06 DRAWING NO. 453-9£ CMWO TP&=f.11 I FOR DRAINAGE NOTES SEE SHEET 08 I ..--------------------~.,.,--c::: Drainage Legend SYMBOL $ ----- -··-··-- F6 FF F5 HP IE PG T<5o TC. Tri TP DESCRIPTION 4" DRAIN INLET V'-IJTH 6REEN G~) PLASTIC, ATRIUM 6RATE 6 11 DRAIN INLET Y'IITH 5" ~ SQUARE BRASS cS-RATE \.!V Rl61D 4" DIA. P\/C, DRAINLINE PEREAATED PIPE DRAIN LINE ® DIRECTION OF FLOY'! FINISH <:>RADE FINISH FLOOR FINISH 5URFACE Hl6H POINT INVERT ELEVATION POOL COPIN6 TOP OF <:>RATE TOP OF CURB TOP OF Y'IALL TOP OF PILASTER APPROVED FOR PLANTING DAT!:, 04/19/0"1 ...-+ .. --1 --1:~--""·"' " ~ s..""-a lu.• I "" I ... ~-7 I I I I ,,~~ I -~ I I I ,., O<l.96 ( North 10' 1 Scale 1 = 10' D --s-- /I! t $ --" :. -~ -- \ \ -- FS a,.ci T.S &=f.O , - 'M. U.6'7 /TYl'J .,,~ ll ,, ---~-- \ \ -- ~1 AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DRAl'iN BY, JAH/CG . HOWARD: , ASSOCIATES JOB NUMBER, 2100.10 FILI:, REYl5l0N5, , , landscape architecture rla 29l9 11880 rlo &an d!.,J:D drive llllU 35CI san diego ca 9.2108 619 7111 9660 -==--~ -,-----T<!; &1.4 ~ ...... 1Eb4~ $J ' ct;, ~ ' cf<, ~ ~ ...... o'lv-----'-'"-"""'-'3 ' ' ... (2.) e,,• RISERS -----s:-----t. ~~ ... CON f TW <e.ai -1 I mee.10 I CONT. I : ~!1L~ --------,,,.'\, 1110&.IO I ,,_ r;G,"10.0 I m "'"" /I! ,- 9 " ------18i-- (3) 4~ ftl~ • \ \ \ \ ~> .. I ""-, I 111 eesa I CONT. I : CONT, I m e,e-Ja . 1 ·• so.o .,, TP '16,,o:, , ,(,.fl ss~, ,5~ I "ct Tit e.&.o I ,. ... I I . I I ...._ I NOTE, SLOPE TOP OF Jl'lALLS EVENLY BETV'EEN 8"1.BB AND "IB.81, TYPICAL EACH SIDE OF FIRE PLACE AND STEPS NOTE: THIS DRAINAGE PLAN IS FOR REFERENCE GM Y -PLEASE SEE CIVIL ENGINEERS PMNS (DWG #453-BA) FOR PRECISE GRADING AND DRAINAGE. .,, , I I //!I I I I I I t I ,..J_ __ ---r. f mee.111 1YP' ~1 "AS-BUILT " P.E. EXP ___ _ DATE REVIEWED BY: INSPECTOR DATE I - --1L ,,. BENCHMARK: DESCRIPTION: LOCATION: STANDARD 11-10 STREET CENTF:RUNE Ufl.l MONUI.ICNT CENTF:RUNE <T El CA/JJNO REAL AT ENGINEER'S STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS {Na COUNTY VERT. CONTRCN. DATA) ELEVATION: 68. 479 OA TUii: U.S. C. &-G. S. 9/22/08 MM DATE INITlAL ENGINEER OF WORK I I I /1\ R£VIS£D ORA/NAG£ P£R HARDSCAP£ R£VIS/ONS REVISION DESCRIPTION --~.\,:::: ,..,.e&~-""---.. '?· ~L UUI CITY OF CARLSBAD II SHEETS I PLANNING DEPARTMENT 21 ORA/NA(;£ PLAN .t LEGEND {REFERCNC£ ONLY}: ROBERTSON RANCH PA 19 c.r. 02-16 I APPROVED 14 ( S:· ~k,l\ i'.;•\'1.d3 I I Pl.ANNING DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: SOP 06-06 .f.53-9£ OTHER APPROVAL CITY APPROVAL RVWD BY: CMWD_-_ G>ENERAL. NOTES I. THe CONTRACTOR SHALL PMTE<;.T ALL EXISTING> CONS'TRI.ICTION FROM DAMAG>E, AND SHALL "19"AIR, AT HIS COST, ANY DAMMe F<ESULTIN6 FROM HIS OPEF!.ATIONS. CONTRAC.TORS ON THe J06 SHALL CAARY" THe FOLLOl"IIN6 INSURANC-e, (I) l"IORKER'S COMPENSATION, (2) RJ6LIC COMPREHENSIVE G>ENERAL. LIA6ILITY"1 AND (3) PMPERTY" DAMAG>e. IN AN ~Y" THREATENING> THe Life, SAFETY", OR ADJACENT l"IORI<, THe CONTRACTOR IS HERfaY" INS'TRI.ICTI:D TO ACT AT HIS DISCRETION TO ~T SUCH LOSS OR INJ.IRY". THe CONTRACTOR SHALL MAINTAIN THe FOLLOl"IIN6 MINIH.IM LIA61LITY" COVERMe DURING> THe CONTRACT PERIOD; BODILY" INJ.IRY", $250,000 PER INDIVIDUAL, PER OC.C.URRENC-e; PMPERTY" DAMAG>E, •100,000 PER OCCUl<l<ENc-e, AG,G,RE:6ATe. 2. THe CONTRACTOR SHALL CAUSE TO 6E NAMED A5 ADDITIONAL INSI.JRED IN SUCH CONTRACTOR'S PlJel.lC. LIAelLITY" AND AUTOMOelLe LIAelLITY" POLICIES THe FOLLOl"IIN6, (I) CALAVEF!.A HILLS II, LLC1 HOl"IARD A5!:>0C-IATES, ING,. 3. THe CONTRAc.TOR A6REES TO HOLD HARMl..l=SS THe Oi"lNER AND LANDSCAPe ARCHITEG,T FROM ANY CLAIMS ARISING> OUT Of' HIS OPERATIONS OR THe OPERATIONS 01' ANY 01' HIS 006GONTRACTOF<S, MATERIAL 5UFPLIEF<5 OR AG,!;NTS. 4. ALL LOCAL MJNICIPAL, STATe, AND FEDERAL LAl"IS, ~es, AND RE:6ULATIONS ~IN6 OR Rl=LATIN<SI TO ANY l'ORTION Of' THIS l"IOAA ARe HE!tmY" INc.ORPOF!.ATED AND MADe A PART Of' THESe SPECIFICATIONS AND THEIR PMVISIONS SHALL 6E C.AAFI.IED OUT 6Y" THe CONTRACTOR THe CONTRACTOR SHALL NOTIFY" THe LANDSCAPe ARCHITEG,T IMMEDIATELY" Of' ANY DISC"19"ANCIES 61:Tl"IEEN CODES AND THe INFORMATION AND DESl6NS ~SENTED IN THeSI!; DRAl"IING>S. !5. THe CONTRAC.TOR SHALL VERIFY" THe LOCATIONS Of' ALL EXISTIN6 UTILITIES, S'TRI.ICTURES AND SERVlc.ES 6El'ORe 61:61NNIN6 l"IORK. THe LOCATIONS Of' THI::$!!; ITEMS SHOl"IN IN THe PLANS ARE APPROXIMATe ONLY", AND 1liERE MAY" 6E ADDITIONAL UTILITIES ~SENT l"IHlc.H ARe NOT INDICATED ON THese PLANS. THe CONTRAc.TOR SHALL NOTIFY" THe LANDSCAPe ARCHITE<;.T IMMEDIATELY" OF ANY DISCREPANc.lES 6ETl"IEEN FIELD CONDITIONS AND THE INFORMATION AND DESl6NS ~TED IN THese DRAl"IING,5. b. THe CONTRAc.TOR SHALL OBTAIN AND REVIEl"I A SET Of' THE APPROPRIATe ARCHITE<;.TURAL, l;L!;G,TRIC.AL, AND C.IVIL l;NG,INEf:RING> PLANS PRIOR TO 6E'61NNING> l"IORK. 1. PERMITS FOR ALL l"IORK INDIC.ATED IN THese PLANS SHALL 6E OBTAINED 6Y" THe CONTRACTOR. &. THe CONTRAc.TOR SHALL HAVE A VALID CONTRACTOR'S LICENSe FOR THe PARTlaJLAR l"IORK 6EIN6 PERFORMED. THe CONTRACTOR SHALL NOT ALLOl"I THe LICENSe TO LAPse D\.IRIN6 THe CONTRACT PERIOD. "· NO MATERIAL SU6$TITUTIONS Of' ANY" KIND l"IILL 6E 6E ALLOl'£D l"IITHOUT THe EX~SS l"IRITTEN AUTHORIZATION Of' THe LAND5c.PAe ARc.HITE<;.T. 10. Ol"INER 15 HERBY" NOTIFIED THAT ALL l"IORK ON THESE PLANS IS $US..JEG,T TO~ l"IEAR AND TeAR, AND ALL l"IORK MJST 6E MAINTAINED ON A REG>ULAR BASIS. AN AN1'1.JAL MAINTENANCE INSF'EG-TION SHALL 6E PE!sFORMED 6Y" A LANDSCAPE ARCHITE<;.T Llc.ENSED IN THe STATe Of' CALll'OP.NINA. THIS INSPEC.TION SHALL INc.LUOe, 6UT NOT ee LIMITED TO, PLANT MATERIAL, IRRl6ATION SYSTEMS, PAVING>, POOL, SPA, FENc.lN6, l"IATER FEATURE:, AND Ll6HTING>. II. Ol"INER 15 HERfaY" NOTIFIED THAT PLANT MATERIALS ARe LIVING>, 6ROl"IIN6 ~ANISMS, AND THAT IMPROPER MAINTENANc.e MAY" f<ESULT IN THEIR DEATH, OR CAUSE OTHER PR061.EM5 SUc.H AS ROOT INTRUSION OR THE DEVELOPMENT OF SURFACE ROOTS. OV'lNER IS HEREeY" FURTHER NOTll'IED THAT SOMe OR ALL PLANT MATERIALS, INc.LUDING> TRE:ES, SH!'ILJ65, AND 6ROUND COVEF<S, SHOl"IN IN THESe DRAl"IIN65 MAY" NEED TO 6E REMOVED AND/OR RE:PLACED AT SOMe FUTURE TIME. 12. IT SHALL 6E THe Ol"INER'S RE:SPONSl61LITY" TO PROVIDe ALL FUTURE Ol"INEF<5 Of' THIS PMJEG.T l"IITH A SET OF THESe PLANS, INC.LUOIN6 THeSE NOTES. 13. CONTRACTOR SHALL EN~ NO CROSS-C.ONNec.T 61:Tl't:EN POTA6Le AND NON-POTABLE l"IATER LINES PER REc.Y"C-LED l"IATER NOTES. G,l;NERAL CONSTI'WC TION NOTES I. ALL EXISTING, DIMENSIONS AND LOCATIONS Of' EXISTING> 06JEC-TS ARe APPROXIMATe. CONTRACTOR SHALL FIELD VERIFY" ALL EXISTIN6 ELEMENTS PRIOR TO 61D. 2. ALL CONSTI'WCTION SHALL CONFO~ TO MINIH.IM SPEC-IFICATIONS AND REQUIREMENTS 01' RE:610NAL, LOCAL AND STATE 60VERNMENTAL MENc.lES. 3. Oi"lNER SHALL APPROVE ALL MATERIALS PRIOR TO ORDERING>. sueMIT FINISH SAMPLES Of' FLATl"IOl<K FOR Ol"INE:R APPROVAL PRIOR TO ORDERING>. 4. PERMITS FOR ANY" CONSTI'WCTION DEPIC.TED IN THESe PLANS SHALL 6E OBTAINED 6Y" THe CONTRACTOR. !5. CONTRACTOR SHALL SHIELD EXISTING> l"IORK l"IITH VISGll.JEEN TO ~T SPLATTERING> Of' CONc.RETE OR MORTAR. b. ALL PAVING, SHALL SURFACe DRAIN AT MINIH.IM ISli Al"IAY" FROM l"IALLS AND STI'WCTURE:S METAL FENC-IN6 NOTES I. STEEL 11JBIN6, COLD ROLLED DOMESTIC 11J6ULAR STEEL, AS"TM A,00 2. 6ALVANIZIN6, PRE-6ALVANIZED 0.'I MIL ZINC COATIN6 3. ACRYLIC/ POL Y"ESTER COATIN6, BAKED ON TO A h MIL THICKNESS. 4. PRIMER, EPOXY" POLY-AMIDI: PRIME:R -ELEC-TOROSTATICALLY" SPRAY" PAINT ENTIRE PANEL l"IITH 2.0 MIL THICK l"IET COAT 01' PRIMER. !5. PAINT, POLYURETHANE -ELECTROSTAICALLY" SPRAY" PAINT l:NTIRE PANEL 2.0 MIL THIC-K l"IET COAT OF POL Y"URETHANE TOPCOAT. b. l"IELDIN6, STEEL 15 MAN.JFACTIJRE -1'11:LDE:D FOR CLEAN, NEAT l"IELDS. l"IELDED CONTII-VOI.JSL Y" AROUND FOR 5TREN6TH AND COMPLETE STEEL A6AIN5T THE E:Ll:McNTS. ALL 1"11:l.DS AND OTHER CONNECTIONS l:XPOSl:D IN THE FINISHED l"IORK SHALL 61: 6f<OUND AND DRESSED SMOOTH AND 50 THAT THE SHAPE AND PROFILE OF THE ITEM l"IELDl:D IS PRESERVED. 1. CLEANIN6, l"IELDIN6 SPI..ATTER REMOVED. 6RINDIN6 l"IHERE NECESSARY" FOR NEAT SURFACE:. PANEL IS THeN l"IIPED DO~ TO REMOVE: SURFACE: DUST AND OILS. l"IELDS ARe RE.JJYENATED l"IITH COLD 6ALV. AND ACRYLIC. &. GI.IALITY" CONTROL INSPECTED AT EACH STMI;. 'I. PRE-PACKED l"IITH FOAM FOR DAMA61: PREVENTION. 10. LANDSCAPE: CONTRACTOR SHALL 51:CURE ALL FIELD MeASUREMcNTS REQUIRED FOR PROPER AND ADeat/ATe FA6RICATION AND INSTALLATION OF FENCIN6. II. METAL FENCING, AND 6ATES SHALL 61: FABRICATED AND A551:M6Ll:D IN THE SHOP TO THE 6REATE5T EXTENT P05516LE. 12. ALL 6ATE5 SHALL 6E 51:LF-CL051N6 l"IITH STEE:L STOPS. 13. MANUF'ACTIJRED l"IRQl.leHT IRON FENCE: MATERIAL (PANELS) SHALL 61: 6UARANTEED MAINST RUST FOR A PERIOD OF FIVE: (SJ Y"E:ARS, AFTER COMPLl:TION AND AC-C-EPTANCE OF PANELS Pl.AC-ED. THIS 15 CONSIDERED THE MANI.IF AC 11JRER 'S l"IARRANTY". 14. THE CONTRACTOR PLACl:D ~HT IRON (1'11:LDS AT POSTS AND OTHER INSTALLATION POINTS) SHALL 61: <WARANTEeD A6AIN5T RUST FOR A PERIOD OF THREE: (3) Y"E:ARS AFTER COMPLE:TION AND ACCEPTANCE: OF ~HT IRON FE:NCE PLACED. THIS 15 CONSIDE:RED THE CONTRACTOR'S l'IARRANTY". 1!5. ALL ~HT IRON CONNECTIONS SHALL ee CONTINJOUSI.Y" l"IELDED. ALL 11J6IN6 TO HAVE: eND5 l"IELDED CLOSED. ALL STEEL SHALL 61: PAINTED Y'IITH ONE: (I) COAT ZINC. SHIELD PRIMER AND Tl"IO (2) COATS Hl6H \¾.055 POL"TVRE:THANE OR eat/AL. FINAL COLOR FOR ALL l"IROl.leHT IRON Fl;NC!: SHALL APPROVED BY" THE PROJECT MANA6ER. TYPE OF PAINT SHALL 61: APPROVED BY" THE PROJECT MANA61:R. MASONRY" NOTE:S I. ALL STIJCCO l'IALLS SHALL 61: l'IATER SEALED Y'IITHIN 60 DAYS OF 511JCCO COLOR. ALL 511JCCO SHALL MATCH ARCHITECTIJRE IN FINISH, excePT AS NOTED. CARPl:NTRY" NOTES I. ALL LUMeER SHALL 61: DOl/6LAS FIR, NO. 2 6RADE: OR 61:TTl:R, UNLESS OTHERl"IISE: INDICATED. ALL IN-6ROUND POSTS SHALL ee REDl"IOOD, UNLESS OTHERl"ll5e SPECIFIED. 2. ALL LUMeER SHALL ee MILLED 545, UNLESS OTHERl"ll5e INDICATED. MITER ALL CORNE:RS. 3. AU. CONNECTORS, ANCHORS AND ACCESSORIES, INCLUDING, NAILS, SHALL ee FA6RICATED 5TRI.IC11JRAL STEEL AND SHALL Be HOT-DIPPED 6ALVANIZE:D. ALL HAADl'IAR SHALL ee PAINTED TO MATCH l"IOOD, excePT AS OTHERl'!lse NOTE:D IN PLANS AND DETAILS. 4. ALL i"IOOD OVERHEAD AND TRELLIS SURFAC-1:5 SHALL 61: PAINTED l"IITH ONE (I) COAT OF E:XTE:RIOR PRIMER AND Tl"IO (2) COATS OF 1"11:ATHER RESl5TANT ALl<YD E:NAMEL. COLOR SHALL MATCH ARCHITECTUAAL TRIM UNLE:55 NOTED OTHCRl"IISE:. PRIME ALL l"IOOD PRIOR TO A551:M6L Y". ~~~~1~te ~~OR~s~N6~IN AT MIN. 2$l, TOl"IARD Sl"IALeS. se:e C-IVIL 5. ALL 6ATE5 SHALL 6E 51:LF-C-L051N6 l"IITH STEEL STOPS. 1. ALL l"IRITTEN DIMENSIONS ON PLANS SHALL TAKe PREc.EDeNc.E OVER SCALED DIMENSIONS. LANDSCAPE: DRAINA61: NOTE:S &. IN CASE Of' DISCREPANc.11:5 6ETl't:EN l"IRITTEN SPECIFICATIONS AND 6RAPHIC. INFO~ATION OR OTHER l~ATION, THE: CONTRAc.TOR SHALL CONTACT THe LANDSCAPe ARc.HITEC.T FOR C-LARIFICATION CONCRETe NOTES I. CONc.RE:TE SHALL HAVE A MINIH.IM CO~IVE STR!;NG,TH AT 2& DAYS OF 2;'500 PSI. c.EMENT SHALL ee T'("pe I. FINISH MEDIUM BROOM FINISH AND c.oLOR SHALL ee 'NATURAL 6REY"' UNLESS OTHERl"IISE NOTED. PROVIDE 12' SGll./ARe 5AMPLe POUR FOR APPROVAL PRIOR TO INSTALLATION. 2. RE:l~ING> SHALL COMPLY" l"IITH ASll-1 Abl!5, 6F!.ADE 40. 3. CONTRAc.TOR SHALL INSTALL FULL-DEPTH EXPANSION JOINTS AND 5CORe JOINTS AS SHOl"IN ON PLAN& AND DETAILS, AND ADD ADDITIONAL JOINTS~ NEc.E55ARY" TO CONTROL CONc.RETe C-RAC-KIN6. l"IOOD STAIN NOTES I. ALL SURPAC-1:S MJST 6E C-LeAN, SOUND, DRY", AND FRI;!: 01' ANY DIRT, DUST, C-HALK, OIL, 6ReASE, AND MILDEl"I STAINS. 2. STAIN SHALL 61: APPLIED IN AC-c.ORDANC-e l"IITH THe PRINTI:D INSTI'WCTIONS AND AT THe APPLICATION RATES RE:COMMENDED 6Y" THE: MANUFACTURE:R. 3. CONTRAc.TOR SHALL APPLY" "MO COATS OF A seMITRANSPAReNT STAIN. EACH C-OAT SHALL ee APPLIED TO A UNIF'O-FINISH. FINISHED SURFACES SHALL ee FRE:e Of' SURPAC-E DEVIATIONS AND IMPERFECTIONS. 4. EACH APPLICATION OF STAIN SHALL 6E C-URE:D IN AC-CORDANc.E l"IITH THe MANUFAC-~'5 RE:COMMENDATIONS 6EFORe APPLYING, THe 5UC-CEEDIN6 COAT. DRYING> TIME 61:Tl"IEEN APPLICATIONS SHALL 6E AS RE:COMMENDED 6Y" THE MANUFAC-TURER. !5. STAIN SHALL ee APPLIED 6Y" eRUSH, ROLLER. OR SPF!.AY". I. ALL LOCAL, MJNICIPAL AND STATE CODE:5, LA/1'15, RULES AND RE6ULATION5 PERTAININ6 TO ANY" PORTION Of' THIS l"IORK ARe HEREBY" INCORPORATED INTO AND MADE: A PART OF THESE PLANS AND THEIR PROVISIONS SHALL 61: CARRIED OUT BY" THe CONTRACTOR. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY" PERMITS REQUIRED TO PEl<FORM THE l"IORK HEREIN PRIOR TO 61:61NNIN6 l"IORK. 3. IT SHALL 61: THE CONTRACTOR'S RESPONSIBILITY" TO LOCATe AND PROTECT IN PLACe ALL EXISTING> UTILITIE:S PRIOR TO 6e61NNIN6 ANY" CONSTRI.ICTION. ANY" UTILITIES DIS11.IR6ED DURIN6 CONSTRI.ICTION SHALL 6E REPAIRED AND/OR REPLACED BY" THE CONTRACTOR AT THE CONTRACTOR'S exPE:Nse. 4. PROVIDE: E:ARTHE:N 61:RM5 AT THE TOPS OF ANY" PROPOSED OR E:X15TIN6 SLOPES 6RE:ATER THAN 6d 6RADIE:NT, SUFFICll:NT TO DIRECT SURFACE: FLOl"I OF l'IATER Al'IAY" FROM SLOPES. 5. 6URY" ALL DRAIN LINE: Y'IITH A MINIMUM OF 12' COVER. b. ALL DRAIN LINE SHALL HAVE: A POSITIVE: FLOY'! Y'IITH A MINIMUM 6RADIENT OF ISli. 1. ALL DRAIN PIPE SHALL 61: 4' Rl6ID PVC. FLE:X16LE: PIF'e SHALL NOT 61: ALLOl"IED. 8. SLEEVE ALL DRAIN LINE:5 AS THEY" PASS UNDER PAVl:D AREAS, l"IITH SCHEDULE 40 SLeeves TYIIICE THE SIZE: OF THE l"IOl<KIN6 PIPE. 'I. 6RADE ALL LANDSCAPED AReAS TO DRAIN AT 2Sli MINIMUM 6RADE: TOY'IARD AREA DRAINS, Sl'IALES OR C-UR65. 10. 6RADE: POOL DECI< TO DRAIN AT A ISli MINIMUM 6F!.ADE: TOY'IARD AREA DRAINS POOL AND SPA NOTES I. ALL POOL AND SPA CONSTRI.ICTION SHALL 61: IN CONFORMANCE: l"IITH LOCAL AND STATe CODES. CONTRACTOR SHALL ee RESPONSl6LE: FOR 06TAININ6 ALL HEALTH AND ANY" OTHER REQUIRED PERMITS AND THE 5TRI.IC11JRAL AND eat/lPMcNT DETAILIN6 REQUIRED TO OBTAIN THESE PERMITS. 2. CONTRACTOR SHALL sueMIT SHOP DRAl"IIN65 5HOY'IIN6 POOL AND SPA DEPTH, CONSTRI.ICTION DETAILS AND eat/lPMENT LOCATIONS FOR LANDSc.APe ARCHITE:CT'S REVIEl"I PRIOR TO CONSTRI.ICTION. POOL DEPTH SHALL RAN61: FROM :3 TO 5 FEE:T FROM l'IATER LEVEL TO BOTTOM OF POOL. :3. POOL CONTRACTOR SHALL COORDINATE INSTALLATION OF EGUIPMENT AND PIPING> l"IITH THE 61:NE:RAL ONTRACTOR. SEE CONSTl'!UC-TION PLANS FOR LOCATION OF POOL AND SPA E:GI.IIPMENT. 4. CONTRACTOR TO SUBMIT AS-et.JILT DRAl"IIN65 OF ALL PIPIN6 ALON6 Y'IITH A COMPETE: E:GI.IIPMENT LIST TO THE.ANDSCAPe ARCHITECT AT THE COMPLETION OF l"IORK. 5. CONTRACTOR SHALL PROTECT ADJACENT l"IORK AND MATERIALS, REMOVE ALL RU661SH AND AC-C-t.JMJLATED MATERIALS AND LEAVE: l"IORK IN CLEAN, ORDERLY" AND AC-C-EPTA6LI: CONDITION. b. THE CONTRACTOR SHALL LEAVE: THE ENTIRE PLUM61N6 SYSTEM INSTALLED IN THIS CONTRACT IN PROPER l"IORKIN6 ORDER AND SHALL 1"1111-IOUT ADDITIONAL C-HARG>E, REPLACE ANY" l"IORK OR MATERIAL l"IHICH DEVELOPS DEFECTS, l:XCEPTIN6 ORDINARY" 1"11:AR AND TEAR, l"IITHIN ONE (I) YeAR OF THE DATE: OF ACCEPTANCE: 6Y Ol"INER. 1. POOL FINISH SHALL 6E l"IHITI: PL.A5TER. 8. TILE FOR b" POOL 5ClJM BAND TO ee DOUBLE Ml"I OF 3' CHLORINE RESISTANT 61.AZED TILES Y'IITH l"IHITe 6~T, UNLE:SS OTHER1'!15e NOTE:D. TILE FOR 6' SPA 5ClJM BAND TO MATCH POOL TILE (COLORS TO 61: SELECTED BY" Ol"INER AT TIME OF INSTALLATION) <I. FILTERS FOR POOL AND SPA SHALL 6E APPROVED BY" LANDSCAPE ARCHITECT PRIOR TO NSTALLATION. 10. HEATER SHALL 6E APPROVED BY" LANDSCAPE: ARCHITECT PRIOR TO INSTALLATION. II. AUTOMATIC CHLORINATORS SHALL 61: PROVIDED. 12. SKIMMERS SHALL 61: COMMERCIAL TYPE l"IITH FLOAT AND CHECK VALVE:, I 1/2" THREAD (SY'IIMGI.IIP ~55 OR PPROVED EGUAW. 13. RETURNS FROM FILTERS/ HEATER SHALL 6E AS FOLLOY'IS, POOL -18" 6ELOl'I l'IATER LEVEL AND 5' MINIMUM FROM SKIMMER, 10' MINIMUM SEPARATION. SPA -12' MINIMUM 61:LOl"l l'IATER Ll:VEL AND 5' MINIMUM FROM SKIMMER. INLETS SHALL 61: l"IHITE. FLOY'! METERS FOR POOL AND SPA SHALL 6E 6LU!:-l"IHITE F-600 OR APPROVl:D l;GIJAL. 14. PROVIDE: Ll6HTS IN POOL AND SPA. POOL PUMP AND Ll6HT5 SHALL ee ON 51:PARATI: 24-HOUR TIMERS. 15. SPA SHALL HAVE: l'l'I0-2 HP JET 6005TER PUMP, 1'liO 2 HP AIR PUMP l"IITH (12) JETS. JETS SHALL ee ADJU5TA6Le FOR DIRECTION. VARY" HEl6HT OF SPA JETS AND SPA eeNCH FOR A VARll;TY" OF JET ELE:VATIONS. lb. SPA SHALL HAVE: A TIMER Sl"IITCH LOCATED ON l'IALL ADJACENT TO SPA. COORDINATE: l"IITH 6ENERAL CONTRACTOR. 11. THE LOCATION OF ALL EXISTING> FACILITll:5 IS APPROXIMATe. THE CONTRACTOR SHALL VE:RIFY" THE LOCATION OF ALL E:XISTIN6 FACILITIES AND INFORM THE LANDSCAPE: ARCHITECT IMMEDIATELY" OF ANY" DISCRE:PANCIES 61:Tl'EE:N THE PLANS AND FIE:LD Vl:RIFICATION. 18. THE CONTRACTOR SHALL PROVIDE: AND INSTALL ALL Sl6NA61: AND l:GUIPMENT REGI.IIRED BY" CODE:. l'I. THE CONTRACTOR SHALL INSTALL HANDRAILS AND STEPS AT THE POOL ENTRll;S. THE CONTRACTOR SHALL INSTALL A HANDRAIL AND STEPS AT THE SPA ENTRY". 20. CONTRACTORS SHALL INSTALL ADA LIFTS TO MEE:T ADA REGI.IIREME:NTS l'IATER RE:515TANT MEMBRANE: INSTALLATION SPECIFICATIONS I. MAT];FI.IAL 5Pl;C,IFICATIONS, "MAR-FLEX" l'IATERPROOFIN6 SYSTEM CONSISTING, OF A MAR-FLE:X ,00 SPRAY APPLIED MEMBRANE: l"IITH A SOC-O-SHleLD 600 MEM6RANE ADHERED TO THE PRIMARY" MAR-FLE:X ,00 MEMBRANE: A5 SECONDARY" PROTECTION. 2. INSTALL PER MANIJFAC11JRER'5 INSTRI.ICTIONS AND THE FOLLOl"IIN6 NOTES, A.~ l"IALL AND FOOTIN6 -SPRAY" APPLY" ''MARFLEX 500' MEMBRANE: TO BACK OF l'IALL AND TOP OF FOOTIN6. 6. ADDRESS E:XPANSION JOINT Y'IITH 12' MIN. STRIP OF "SOC-O-SHIELD" CENTERED OVER JOINT, ADHERED TO "MARFLE:X'. OVl:R SPRAY" JOINT l"IITH "MARFLE:X 500" TO MANUFAC11JRE:R'5 REQUIRED MIL THICKNESS. C. APPLY' "SOC-0-5HleLD 600 MEMBRANE: (10 MIL. MIN. THICKN!:55) TO ADHERE TO THE ''MARFLE:X ,00' oveR i;NTIRE l"IALL INCLUDIN6 TREATED E:XPANSION JOINTS AND ENTIRE TOP OF FOOTIN6, OVERLAP MATERIAL SEAMS MIN. b" IN ALL DIRECTIONS. D. ATTAc.H TACK STRIP AT TOP OF MeMeRANe AND ON 51De E:NDS OP l'IALL FROM TOP OF MeM6RANe TO TOP OF FOOTIN6. e. APPLY" "COOL-C.OAT' OF l:GI.IIVILeNT U.V. RESISTANT McMeRANe A60VE TACK STRIP TO TOP OF l'IALL PER MANUFACTI.IRER'S SPECIFICATIONS. SYMBOL LEGEND SYM60L DE$C,RIPTIQN $YM60L DESCRIPTION $YM60L DESCRIPTION ~ ALIGN ALIGN R RADII)$ <f:. EJ o.c. CENTER LINE EXPANSION JOINT ON CENTER MAX MAXIMUM MIN MINIMUM 9/22/08 MM C.ON5TRUC.TION LEoEND & S'l"M60L DESCRIPTION 0 CONCRET"e l"IALK -NAl\lRAL 6AAY" l"IITH MEDIUM BROOM FINISH® @ POOL @ SPA 0 CHILDRENS POOL @ CONC-RE:Te POOL DEc.K -DAVIS INTE6RAL c.oLOR 'OMAHA TAN', MEDIUM AC-ID ETc.H F1Nl6H.@ @ CONc.~ POOL DECK -SHINER 6AND -DAVl5 INTI::6RAL COLOR 'OMAHA TAN', MEDIUM BROOM FINISH.@ 0 STAMPED CONCRETe, l"IITH DAVIS INTE6RAL. c.oLOR 'C-OC-OA'. STAMP PATTERN SHALL 6e 'ASHLAR'.~ SHINER 6AND l"IHERE SHOl"IN TO 6E DAVIS INTE6RAL c.oLOR 'OHAHA TAN'. \J.!7 @ 1:XPANSION JOINT ® 0 SCORE: JOINT ® @ b' CONC-RETe STEPS -DAVIS INTE6RAL. C-OLOR. MEDIUM AC-ID ETc.H FINISH@ ® NON-l<ETAININ6 l"IALL l"IITH 12" SGI. PILASTEF<5 ® @ HANDRAIL@ @ R!::5T ROOM AND POOL l;Gi.llPMENT l:lUILDING> PER ARC-H. PI.AN5 ® MASONRY" l"IALL l"IITI-t 12' SGI. PILASTERS ® @ RE:TAININ6 l"IALL V>IITH 12' SGI. PILASTEF<5® ® @ POOL/5PA STEP RAILIN6 PER CODI: @ FIF<EPI..ACC @ @ l"IOOD OVERHEAD TF!ELLIS AT c.HILOREN'S POOL ® ® 600 c.OIJNTER ® @ 5' TUBULAR STEEL POOL FENC-C ® @) 3' Y>IIDE TUBULAR srea POOL 6ATE ® @ A5PHAI. T PADDLE TENNIS C-OURT. ALL LINES SHALL 6E 2' l"IIDE l"IHITE CONC-RETI: C-OURT PAINT. ALL DIMENSIONS SHALL 6E r---"°f----::MEA~ SURED TO OIJTSIDe Of' LINe, EXCEPT l'OR C-ENTI::R LINE. (® . ·. <~ Pf<E1:A6_RICA® C.A6ANA5_ (BY" Ol"INERS) ) a ~ CONCRETE MOl"I ED6E , I; 1 ~ @ STONE PILASTER ®-.:::., @ TOTLOT~ ® @ @ 0 (I~ ITEM OMITTED FALL SAFE PLAY" SURFAC-ING> -C-OLOR PER PLAY" STFWCTURE: DRAl"IIN6S ® MIRAC-Le PLAY" STFWCTURE -CONTAC-T JOe ESPOSITO o 1-000-:264-1225 FOR DETAILS SO~. TRELLIS -6Y _o~ ~) eENc.H -GUICKCRETE -G!4VIC.e46('a) -C.6-TI PIC-NIC. TA6LE -GUICKCRETE -GILMR12PT -C-3-TI CONc.RETE SIDEl"IALK AS PER l;NG,INEERING, PLANS PAl<KIN6 LOT ;,s, PER l;NG,INEERIN6 PLANS I~ bt,,,j' '~-a') APPROVED THIS IS THE APPROVED TENTATIVE MAP/Sil e PLAN FOR PROJECT NO. ~ ~ p ec, 0 & ;A,_ p R CONDITION NO. (. OF PLA-.NI G ~OM MISSION RESOLUTION NO. w~ eo I J_ j -~ 4/1/4 0 ~ 1,,U I r '\NN~T DATE ENGJNF:ERING DEPT r \' b' Hl6H MASONRYl"IALL A5 PER FeNc.lN6 AND l"IALL. PLANS l'OR PA lb-I&, 5Ee CITY" DRAl"IIN6 N.IM6ER ~-&L. ADJAC.ENT SHALL 6E C-ONSTI'WCTED CONC-I.IAAENTL Y" V>IITH PAl<K. l"IALLS 2d SLOPE PER ENG,. G>RADIN6 PI.AN5 KEYSTONE 6LOC-K -COMPAC-UNIT -SE6MENTAL 6LOCI< RETAINING> l"IALL V>IITH MATc.HING> CAP -c.oLOR TO MATc.H PERIMETER l"IALLS -INSTALL PER MANJF'Ac.TURE:'5 SPEC-IFIC.ATIONS 61KE RAC-K -PERFOl<MANCE ATHLETICS -MODEL No. 1&12-!50 -AVAIL. ~ MIRAC-Le, CONTAC-T MIKe ETCHISON O 1-000-264-1225 xlO POOLCOPI~® 4' H16H CONCRE:TE STEPS ® CONC-R!::TE C-OURT PAINT 1"1111-4 4 SGll.lARE e HOP-SCOTc.H 6AMES ON C-OURT l"IITH 2' i't,111; LINES, PER DIMENSIONS SHOl"IN.@ TEMPORARY" 61..ACK VINYL Ei;:>61NG> o PMJECT PHASING, LINE OUTDOOR SHOl'IER -MOST DEPENDAeLE FOUNTAIN -MOC>EL S6555 1"1/0PTIONAL &' 55 SURPAC-E CARRIER PLANTIN6Afsl:A PADDLE TENNIS NET POST@ MAIN ENTRY" 6ATE @ OMIT 12' l"IIDe CONC-~ 6UTTER 6EWEEN C-OURT AND RET AININ6 l"IALL. MIN. 2Sli SURPAC-e FLOY>I ~M C-ENTER Hl6H POINT TO OUTLET 8 eAc.H END. 10' HT. CHAINLINK FENc.e V>IITH ~ VINYL COATING>® 1' HT. x :I' l"IIDE C-HAINLINK 6ATE TO MATC.H FENC-e MASONRY" RETAININ6 l"IALL -PER C-IVIL ENG,INEER'S PLANS Amendment to SDP--OSC8 EXHIBIT 02108/10 ,.,/.f/09 MM /1\REVISED CONSTRUCTION LEGEND urJI CITY OF CARLSBAD II SHEETS I =!-"""--...µ.~ MOW CURI" POOI.SIOF: Oi,rRH£AD & DRINKING PLANNING DEPARTMENT 21 -t---+-,.-'-'FOU=N:..cTA:..::l:..:cN_,Da.=E,_,Tl'-"ON=-• =&c..m:.:..::EE=-=SP::....:;ECl:::ES=-cR'EW=-:;:Sl::..:ON=-:l,-~ __ +--il---t---1 Of /2fJ/fl MM A SOI..M TRW.IS ADDITION & TREE RntSION CONSTRUCTION l[GlN0 ,t NOT£$ FOH: APPROVED FOR PLANTING "AS-BUILT " BENCHMARK: ROBERTSON RANCH PA 19 AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 04/1~/0~ DR.AY-N 6Y', JAH/C,($, J06 NUM6ER, 2100.10 FILE, REVISIONS, ::HOWARD:~ ~,, ASSOCIATES~ " , , , landscape architecture de. 2!11!1 8880rh R&i'I dlegc, drive sulte 350 san diego ea 92108 619 718 9660 P.E. REVIEWED INSPECTOR DESCRIPTION: LOCATION: EXP. DATE BY: RECORD FROM: DATE ELEVATION: STANOARO 11-10 STR££T CENTERIJNE lffl.L IION/J!.IEN T C.T. 02-16 CENTERLINE CF a CAI.I/NO REAL AT ENG/NEEJtS STA170N M/+92 PER R.S f 800-f I APPROVED ======:====:================================:=========::====:====: . -=~:-:-:-:N:-::ING~------------I DATE COUNTY BENCH L£VEI.S (NO. COUNTY DATE INlllAl VERT. CONTROl 0ATA} REVISION DESCRIPTION 68.-119 0A llJ!.I: II. S. C. .t 6: S. ENGINEER OF WORK 1 OWN BY: I ,._DA_JE_~I_NlllAl._-+-_DA_TE_~IN_lllAL _ __, CHKD BY: __ _ 011-IER N'PROVAL CITY N'PR<NAL • ~D BY: PROJECT NO. SOP 06-06 DRAWING NO. .f.53-9( CMWD __ -__ _ 11 11 I - 0 i I I / / ~ \ I I \ I I \ I I \ I I L---- Scale 1 = 20' ~ -- \ \ --- ROW North L ~ • 9 ,, ~ " ~ --~-... --~- oRI< PROPERTY LINE FOR CONSTRUCTION LEGEND & NOTES SE/: SHEl:T 12 FOR CONSTRUCTION DETAILS SEE SHEETS 15-20 APPROVED FOR PLANTING AND IRRIGATION ONL y DAT!;;, 04/19/0<1 ' '.' H O WA . '. INCLUDING PRECISE ' """"'.,,,, JAH/G6 ' ' R D' ' LOCATION OF PLANTING JOB NUMBER, 2100.10 :: ' I Ass O CI ATE s ' FILE· ··· , • , I an d . . scape architecture AREAS """'-'l"'-ION~ 8880.io ••n dl '"-===--..!::.~:;;.!:~:_ ____ _j ~V;;,,, ...,l'Z ~go drive Buite JSO "" d" rla 29\!I -• "''co""' "' m '"' . ,, ~ •• I I I .. ·--.. \ -= ::_:. --..----.... ___ , =~=-\.' -t• -------- ' '~\' '\ Q N I I ' '\ I I ' ' / FOR /RR/GA TION SEE SHEET 04 FOR PLANTING SE/: SHEET 09 -----J V9- Alander ct: i 11-t---h:---l----il--~ 12" PROPERTY LINE -- I I I I I I ----+-- - -- Bergen Peak Ct. 9/22/08 MM RE:VISED HARDSCAPE LAYOUT 2/215/09 MM ENTRY MONUMENT DELETION 12/4/09 Ml,I ' MOW CVRB. POOi.Si FOVNTAIN DEI.ETI DC O\£RHEAD dt DRINKING "AS-BUILT " BENCHMARK: 0!/213/11 ,.,,., A ON, .. TRU: SPECIES Rf:YIS/ON! SOI.AR TRfllJS AOO/TION dt TR£&: RE\,ISION P.E, EXP. DATE REVIEWED BY: INSPECTOR DATE DESCRIPTION: STANOARO 11-10 STREET CENTERUNE llfll AIONUMENT LOCATION: CENTERUNE OF El CANINO REA£ AT ENGINEER's STA TJON ,15,1+g2 PER R.S 1800-1 RECORD FROM: COUNTY BENCH £HUS (Na COUNTY VERT. CONTROt. OATA} ElEVATION: 68.l79 OATVM: tJ.SC. ct as DATE INITIAi. ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE IN111AL OTHER APPROVAL Cl1Y APPR<:NAL Amendment to SDP-0608 EXHIBIT 02/08/10 CTTI CITY OF CARIBBAD uTI 3 Pl.ANNING DEPARTMENT 1 CONSTRI/CTION Pl.ANS FON: ROBERTSON RANCH PA 19 C.T. 02-16 I APPROVED Pl.ANNING DATE I OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: SOP 06-06 ~-9£ CMWO ------ ~ c.J) t,'I ( ..0 r 1g t N □ >6 ./ 111D -fiG 15 ~ PROPERTY \__LINE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 04/19/0<! DRAJIIIN 6Y, JAH/C.<.S< JOB NUMBER, 2100.10 f"ILE, REVISIONS, I I Cf: AOA aec;eeelble drinking Povntatn le betng lnetalled tn the breezel"la~ per permit C.601226'2 -Ir ~ I 10 4 ',HOWARD:: ASSOCIATES• , landscape architecture tla 2!J19 8880 do •an die go d<iv~ suit~ 350 ao.n dlego ca 921011 bl9 718 96b0 e, --.II 16 C---------------- Lil- 87- ,Q ,Q I d) /J/J 30' I Scale 1 = 10' North "AS-BUILT " P.E. EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ,Q A~• 4' BENCHMARK: DESCRIPTION: STANOARO 1,1-10 STREET CENT£Rt.lN£ lllll l,IONUl,l£NT LOCATION: C£Nl£RIJN£ OF El CA!,1/NO REAL AT £NCIN££l?'S STAllON ~4+92 PEN /?.S 1800-1 RECORD rROM: COUNTY BENOI LEVEl.S {Na COUNTY W?T. CONTRa DATA) ELEVATION: 68.419 OATV/,1: /J.S.C. ,t C.S. MM MM PLAY AREA NOTES I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF PLAY AReA 6EFORe OROERIN6 PLAY EQUIPMENT. 2. PLAY EQUIPMENT SHALL 6E INSTALLED AS PER 11-11:! MANJFAC11JRER'5 RECOMMENDATIONS AND SPEG-IFICATION5, INCLUDIN6 SAFETY ZONES. CONTRACTOR SHALL VERIFY ALL DIMENSIONS eEFORe INSTALLATION OF PLAY EQUIPMENT. 6. PLAY EQUIPMENT SHALL NOT 6E INSTALLED UNTIL FINAL APPROVAL BY 1liE LANOSCAPe ARCHITECT. 4. 11-11:! TOP OF ALL PLAY AReA FOOTIN65 SHALL 6E 12" BELOl"I FINISH 6RAOE OR RESILIENT MATERIAL, l"lllli A SMOOTii FINISH. 5. ANY SUBSTITUTIONS OF SPECIFIED EQUIPMENT MJ5T 6E APPROVED BY 11-11:! LAN05CAPI: A~HITECT. CONTRACTOR 15 REGUIReD TO FURNISH 5HOP D~IN65 IN OROER TO MAI<!: A DETERMINATION. 6. MINIMJM DISTANCE FMM CONCReTE SURFACE TO ANY PLAY EQUIPMENT SHALL 6E 6'-0" UNLE55 o~,se RECOMMENDED BY 1liE MAN!FACTUReR. 1. RESILIENT PLAY SURFACIN6 SHALL MEET 11-11:! REGUlf<EMENT OF C.P&C AND ASTM rOR PLAY AREAS. ALL RESILIENT SURFACIN6 SHALL 6E INSTALLED ON A CONCReTE SUB-8ASE. CONSISTENCY DETERMINATION EXHIBIT 12108/09 FOR CONSTRUCTION LEGEND & NOTES SEE SHEET 12 FOR CONSTRUCT/ON DETAILS SEE SHEETS 15-20 FOR /RR/GA TION PLAN SEE SHEET04 FOR PLANTING PLAN SEE SHEET09 MOW CVRB. POOI.SIDIE OVERHU.D ,t DRINKING 4 1 REVISED HARDSCAPE LAYOUT CTr] CITY OF CARLSBAD ULJ FOUNTAIN Df!ET10N, ,t TREE: SPECIES RE\,IS/ON 1----+---+---t---i PLANNING DEPARTMENT l---+---1--------------1-----+---+--t-----l :=Rli;::::;:Cf?.::~==TIO.!.!:::W=AR.:;~::;:::c:;::;~==ws:;::;TRIJ,;::=;C:;TIO.==w=P.==u==N.=='S==/1==ll.:;IH:==:..=:=~ ROBERTSON RANCH PA 19 C.T. 02-16 I APPROVED Pl.ANNING DATE DATE INITlAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: PROJECT NO. DRAWING NO. DATE INITlAL DATE INrTIAL CHKD BY: SOP 06-06 -~~-9l OTHER M'PROVM. Cl1Y M'PROVN.. RVWD BY: CMWO __ -__ _ ' ' l!I 0 0 0 0 4" CONCRETE PAVINIS-- 2500 PSI @ 28 DAYS UNLESS OTHERl'-ll5E SPECIFIED COMP AC TED SUElGRADE 1/2" PREFORMED FELT EXPANSION JOINT J/'jlTH 1/4" RADIUS @ EDGES -MAX 20' o.c. 1/4" SAJl'jC,UT OR TOOLED SCORE JOINT PER 5ECTION CONSTRUCTION PLAN ,~ .... ~:~·· ........ .: --~-~:-,:;;..,: .... --~- _}-<:~ .. '-: ~ -.:> :~ . -~-~--, -~· .. \/-'~-:~; -:·-~: .. <.~ ... ~ -~ \·:--~-·::···_·-.-:, ::· SECTION GA;~ .. _c_o_n_c_re_t_e_P_a_v_i_n_g ___ -_MA_x_!5_' o_.c_. --- -:~ NOT TO scXLE Pool Deck a lU -{) I 1'-0" TYP. I '-0" I II 2 MAX. N · .. ·., .. ~--.. _. . . ~ . :.:.···_:·~. ~:l!=-_:i:rc=---t---,...,,..., _,,...._, ~-.; \ • 11=11 I II ·. -·. ~ : . -~-i-ic•...;.,;,t ~cl--b-----'k-. :_'. :". .. 3. . ....,..........,_ I Ii' 11111~ 11 ---"-.:~\i/· ?4 -~......II . '\~ :., -·~ ... ·•, .. : ' .. · l'-0" ~II ,IIl~IIl~I I~ \-,._ l'-0" . "-{2) -{) I SECTION CD PAVING PER DETAIi. ® @ 1/4" RADIUS AT NOSE @ (4) TOOI..ED SCORE JOINTS @ 9/4" O.C. PERPENDICULAR TO DIRECTION Or TRAVEL G EXPANSION JOINT -TYPICAi. A TOP AND BOTTOM 01" STEPS @ CONCRETE STEPS l"llTH #4 REBAR @ 16" O.C-. MAX BOTH l"lAYS @il9NOSEBAR Ci) COMP AC TED 51JBGRADE PER 5011..5 REPORT 4" CONCRETE PAVINIS--2500 PSI @ 28 DAYS UNLESS OTHERl'-IISE SPECIFIED CD STANDARD Jl'IHITE POOL. C.OPING 4 2" BA5E If REQUIRED BY SOILS REPORT bXb IOXIO Vil'if . . .. .. . . :.. ,. : ::,;. :j :. ~ . ·, ::~}·::·.:\'n------'- ~ ...... ,..,. ,i" -~ ·- @ POOL. Jl'IAL.L. l"IITH REINFORC.ING PER SHOP DRAl"IINGS @ 6" SAND OF 9X9 TILE -TO 6E COMPACTED SIJBGRADE 1/2" PREFORMED FELT EXPANSION JOINT l"llTH 1/4" RADIUS @ EDGES -MAX 20' 0. l"llTH MASTIC FILL 1/4" SAJl'jC,UT OR TOOLED SCORE JOINT PER CONSTRUCTION PLAN -MAX !5' O.C. NOTE: ALL SUB-BASE AND REINFORCEMENT SHALL BE PER 501L5/5TRUCTIJRAI. ENGINEER. NOTTO SCALE SEC.TION . ~ ;· .... -~ ... .: . ··" ; ·. ,. .· ... · .. :-~."' . • ... /. :~ ( C) Pool Coping 0 FINl5H 51JRFACE l"lALK SEE C-ONSTRIJCTION Pl.AN - N 0 6" l"llDE X 12" DEEP _,,.._ CONCRETE EDGE 11 111 _. I. Ii:,-=.:...~ ... ~.:-., __ 1-1 I ll-11111 1 I I . .,_, ci,~.-. """ ~•' 111 111 II =111=-111_· 11 _ 1 _; _1 1-1 --=11 11111 I I I i' I I I I i' I II I II II 11111 i' II I i IJ, 111_111 111_111111 _11 !111_111 11_111, 1_111 1 11 SECTION NOTE: SEE CONSTRLICTION PLAN FOR PI..AY 51.JRFACINIS-COLORS AND PATTERNS 0 ii9 REBAR CONTINUOUS _... 0 4" C-ONCRETE BASE l"llTH i19 .,. REBAR@ 16" O.C. BOTH l"lAYS r.;\ COMPACTED SIJB GRADE PER \::J 5011.S REPORT 'TOT TURF' PLAY 51JRfAC,INIS- CU5HION I.AYER AND COLOR TOP LAYER EXPANSION JOINT AT l"lALK C.HOSEN SY L.ANDSC.APE ARC.HITEC.T {±) l"IATER LINE @ POOL. DECK GI) @ EXPANSION JOINT Jl'IITH MASTIC. FIL.!.. G) POOL. PL.ASTER -() I I '-6" TYP. :2%MIN . I '-6" NOTTO SCALE 1 '-6" I '-6" SEC.TION CD FINISH GRADE @ 6" X 6" C.ONc.RETE MOV'l CURS @ 1/2" RADIUS {±) ~9 RE6AR CONTINUOUS @ SUSe:,RADE C.OMPAC TED PER SOILS REPORT '!o:~,__c_o_nc_r_e_te_M_o_w_C_u_rb ____ _ ~ : '/ NOT TO SCALE - () I SECTION 0 CONCRETE PAVIN5 -SEE DETAIi.~ \JV ® 1/4" RADIUS AT N05E r:;;\ EXPANSION JOINT-TYPICAL \V AT TOP AND BOTTOM OF STEPS 0 CONCRETE STEPS V'IITH #4 REBAR @ lb" O.C. MAX BOTH l"lAYS ® #9 NOSE BAR © COMPACTED 5UBGRADE PER 50I1..S REPORT G (4) TOOI..ED SCORE JOINTS @ 9/4" O.C. PERPENDICIJI.AR TO DIRECTION OF TRAVEi. Concrete Steps NOTE: 51.0PE 1/4" PER I' ON TREADS FOR DRAINA(:>E NOTTO SCALE ~F~) ... _P_la __ y_A_re_a_c_u_r_b ___________ _ ~ : _ NOT TO SCALE NOTE, SI.OPE 1/4" PER I' ON 'G~,__c_o_n_c_re_t_e_s_te_p_s_-_4_11_H __ ig_h ______ TRE_A_D_s_F_oR-DRA-INAe;,_E __ \... ·... NOT TO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. '·' ), DAT!::, 04/I9/0<:f ·!,· DRAY-IN 6Y, JAH/C,G . J06 NUMSER, 2100.10 ' FILE: HOWARD:: , ASSOCIATES, .,. landscape architecture da 2 !I l !I 11880,Jp •~" dlegc, ddv~ •uile 350 ,,.n d>go c" <1~1(18 61~ 7JR gf.60 REVISIONS: "AS-BUILT " P.E. EXP, __ _ REVIEWED BY: INSPECTOR DATE DATE BENCHMARK: DESCRIPTION: STANDARD 11-10 STREET CEN1ERUNE M'll MONUMENT LOCATION: CEN1ERUNE OF El CAMINO REAL AT ENGINEER'S STAllON 454+92 PER RS 1800-1 RECORD fROt,t: COUNTY BENCH LE/£LS (Na COUNTY /£RT. CONTROl DA TA) ELEVATION: 68.~19 DATU!./: USC. ,t CS 9/22/0B MM I/,\ REVISED AND REMOVED DETAILS DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ?'--,~ [jrJ uTI CITY OF CARU!BAD 5 PLANNING DEPARTMENT 1 CONSTRUCT/ON O[TA!lS FOR: ROBERTSON RANCH PA 19 c.r. 02-11 I APPROVED 11~ 4-~\--t- PLANNING t;..}'1~ I DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 06-06 _453-9l CMWD __ -__ _ -- 1, i, 4'-1/2" 0 I-1/e>" O.D. ROUND TVE3VLAR STEEL POST -f1 O.C.. HITH GAP @ e>"-0" D z MAX. O.C.. SPACING. Ill I!) 0 (l'. Ill i I-9/e>" O.D. ROUND ~~ TOP AND BOTTOM RAILS I-Cl ~ I-,s) 0 9/4" O.D. ROUND ~~ PIC.KETS@ 4-1/2" 0.C.. SPAC.ING ~ CD G) @ ® CD I-1/e>" O.D. ROUND T1JE3VLAR STEEL POST v'IITH C.AP. {2) I-9/e>" O.D. FRAME @) 9/4" O.D. ROUND PIC.KETS @ 4 1/2" O.C.. MAX. SPAC.ING @) C.ONC.RETE FOOTING -SLOPE TO @ TOP OF DRAIN z <( 0 PILASTER ® ----. -.. @STONE VENEER --. --.. 0 0 @) @ FINISH GRADE C.ONC.RETE FOOTING SLO•PR<=>i,.=;~ra"l'l-f,__~,,,,,,,,,;k,,"""'""'"'*~--@ SELF-C.LOSING HINGES ·. -I :.i.• • 1ITT @SOLID ® _J 0. MASONRY B It 1/'lALL 21 TO DRAIN = -IIIII] · G) LOCKABLE LATCH TO MEET POOL 9 -!!I-cm , IT AND ADA ~ --. 0 FINISH GRADE = ? N - = (fl FINISH GRADE NOTE, FENC.E TO BE POHDER C.OATED HITH C.OLOR TO BE C.HOSEN BY LANDSC.APE ARC.HITEC.T PRIOR TO INSTALLATION rA~ Tubular Steel Pool Fence \..: -~ NOT TO SCALE . . :·, . ... ..... PLAN VIEH N !!1111m • · IT c.oDES -mllffi1 . IT ~,.,_,.,!lf;;;~,.,~" "' ii @ ADA-ACCESSIBLE KEYED LOCK FOR ENTRY/EXIT HITH PANIC. BAR . -. - ELEVATION Tubular Steel Gate @) HELDED PROTEC.TIVE STEEL MESH NOTE, PAINT TO MATC.H FENC.E , ~ Split-Face Wall with Stone Veneer Columns ~c~,-..... ---------------------°f:loNoTTrf~O~~ 0 .t . . __ .. 8 ELEVATION 5" SG. BRASS DRAIN GRATE (SATIN FINISH) IN C.ONC.RETE DEC.K AREAS (SEE LEGEND) 3" DIA. PVC, RISER PIPE DEEP POUR EDGE ao3 REBAR C.ONTINUOUS PRE-FORMED EXPANSION JOINT HITH HATERPROOF CAULKING TO MATCH PAVING DETAIL SC.H 40 PVC. TEE PVC. DRAIN PIPE FINISH SURFACE -1% MIN. PAVING BASE PER SOILS REPORT ~., -0. ~ ~ <( '- ~ ~ z&1 = <( = z Ii) 0 8x8xl€> C.MU BLOC.K 1/'lALL V'llTH ao4 REBAR@ 1€>" O.C. VERTICAL GROUT-FILL ALL CELLS. 0 CONCRETE FOOTING V'llTH 114 REBAR CONTINUOUS st -l: -'k---~--____ ,,,,_ ® FINISH SURFACE @ 1/'lALK OR FINISH GRADE PLANTER €,"MIN. II OVERLAP I C.ONNEC. T-~~ TO DRAINAGE SYSTEM ? 2'-0" ~ 0 FINISH GRADE ~ I-@) 4"xl2" STONE 1/'lALL CAP TO BE ~ \ll SELEG TED BY LANDSC.APE :r \ll ~ ARC.HITEC.T z-l 2 3 0. 0 DRAINAGE IN PLANTING AREAS -4" DIAMETER PERFORATED SDR-35 DRAIN LINE IN 9/4" 1/'lASHED GRAVEL. MIN. 1% GRADIENT TO TRANSISTION TO SOLID 4" SC.HEDULE 40 PVC PIPE AT I % SLOPE TO DRAINAGE SYSTEM. 0) STUC.C-0 C-OAT ALL EXPOSED SURFAC.ES © FILTER FABRIC-ENVELOPE (MIRAFI I40N OR APPROVED EQUIVALENT) 0 1/'lATER RESISTANT MEMBRANE SEE 1/'lATER RESISTANT MEMBRANE INSTALLATION SPECIFIC-ATIONS - SHEET 12 Ill Cl 3 Ii ~ I-t Ill I PER C-OD 2" MIN. CLR TYP. = == 0 ATRIUM GRATE © @ FINISH GRADE 0) 0 LOV'l PROFILE ADAPTER ® 0 UNIVERSAL OUTLET ®PVC.RISER 0 @ Landscape Drain D = 9 • . 4 (fl l'-0" SEC, TION/ELEVATION NOT TO SCALE Cl I 0 0 0 0 0 DRAIN TEE OR ELL DRAIN PIPE I GU. FT. CRUSHED ROC.K SLOPE TO DRAIN - 2% MIN. NOTTO SCALE CONCRETE HALK STEP HANDRAIL 60TH SIDES OF STEPS. RAILS TO BE 1-1/2' O.D. T1JE3VLAR STEEL -HITH ANTI-SKATEBOARDING HARDHARE -PAINT TO BE SELECTED BY OHNER 1-1/2" 0.0. T1JE3VLAR STEEL POST @ €>'-0" O.C.. MAX. CONCRETE FOOTING (TYP) CONCRETE STEPS, PER DETAIL~ \J_V NOTES: I. HAND RAIL SHALL CONFORM TO ALL LOCAL, STATE, AND FEDERAL C.ODES. NOTE, CONTRACTOR TO INSTALL PVC. RISER AS NEC.ESSARY TO ACHIEVE MIN. 1% DRAINAGE IN DRAINLINE. , " Brass Drain Grate in Paved Areas .. E.~-------------------------------------------_. NOT TO SCALE CMU Block Retainin Wall/Raised Planter NOTTO SCALE ( G ).,._s_t_ep_H_an_d_ra_il ______________ _ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 1/15/0e> : : H O w A R D : : DRAJt-lN BY, JAH/CG ·,··ASSOCIATES, JOB NUMBER, 2100.10 , , • landscape architecture FILE: ,-1. 29 19 b880 rlo san d,~,o dr·.,·e ou,te JOU oo.n d.q;o c• '12 L08 b,9 'ill 9660 REVISIONS, "AS-BUILT " P.E. EXP. __ _ REVIEWED BY: INSPECTOR DATE DATE BENCHMARK: DESCRIPTION: STANDARD 11-10 STREET CENTERLINE l'rUl 1./0NUI.IENT LOCATION: CENTERUNE OF El CAMINO REAL AT ENGINEER'S STA!ION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH lEVElS (NO. COUNTY 'rf:RT. CONTROi. DATA) ELEVATION: 68.419 DATUM: U.S.C. & G.S. DATE INITIAL DATE IHITu\L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL I 5161 CITY OF CARISBAD uTI PLANNING DEPARTMENT 1 CONSTRUCTION OETA!lS FOR: ROBERTSON RANCH PA 19 c.r. 02-16 I APff~ (f:-~~t I ';:.,+. o'b DATE PLANNING OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: _453 9l CITY APPROVAL RVWD BY: SDP 06-06 CMWD ____ _ - 4 \ ----------- ---------- -------- -------- ---------t-----i--- -tl-1-1--J j --...j_-r---I --I c:f )---+tJ.I 4 9 ---® 0 FRONT ELEVATION I I I I I I \\\\\\ \ ii i ttt111 \ I I \ I I I PLAN 2'-c:f" SIMPSON C666 COLUMN 6A5E 1.-1-H-- 1'-4" (D bx€, DF POST -CHAMFER TOP I" @ 45 DEGREES @ bxlO DF BEAM -OOL T THROUGH @ POST VV (2) 9/4" HEX BOLTS - CHAMFER BEAM ENDS @ 45 DEGREES FROM CENTER OF V'lOOD MEMBER KASONRY COLUMN HITH STONE VENEER -SEE DETAIL CG) FINISH GRADE @ bxlO DF JOIST-BOLT THROUGH @ POST VV (2) 9/4" HEX 60L TS -JOIST ENDS TO MATCH SEAM ENDS @ 4x6 DF RAFTER@ 14" 0.C,. MIN. -RAFTER ENDS TO MATC-H JOIST ENDS TUBULAR STEEL POOL FENC-E, SEE DETAIL@ 5' MASONRY J/'!ALL, SEE DETAIL@ ;:,. @ lxE> D.F. PL.ANT-ON @ PILASTER CAP -ALL (4) SIDES -TYP. EAC-H POST. ill CHAMFER C-ORNERS, 45° 'A-.. Wood Overhead at Children's Pool ... •__. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 04/19/0c:f DRAJ.liN SY, JAH/C-6> JOB NUMBER, 2100.10 FIL.I::, REVISIONS, HOWARD:: -ASSOCIATES, landscape architecture rla 2919 8880 rio ~•n dicgo dr;ve auito <Jl>O san diego ca 9~!01 619 718 9660 "AS-BUILT P.E. EXP. REVIEWED BY: INSPECTOR " DATE DATE ~ . r--z II) I: J N NOTTO SCALE BENCHMARK: DESCRIPTION: STANDARD Al-JO STREET CENTERLINE /'£LL MONUMENT LOCATION: CENTERUNE OF R CAMINO REAL AT ENGINEER's STAllON -15-1+92 PEN R.S 1800-1 RECORD FROM: COUNTY BENCH ID£LS {Na COUNTY VERT. CONTROL DA TA) ELEVATION: 68.479 DAT/JAi: U.S.C. ,t G.S. 9/22/0B MM DATE INITIAL ENGINEER Of WOR~ lo\ REVISED DETAILS ~ ..J ll. ,-: :r, Ill·' z ,j) C) • \)X 01< "' l: ll. ,-: r I ~ 2'-6" 50. I CD 12" SQ. CHU -GROUT FILL ALL CELLS @ 16" SQ. G-MU -GROUT FILL ALL CELLS @ #4 REBAR VERTICAL @ G-ONG-RETE FOOTING V'llTH #4 REBAR HRAP @ HORTAR FILL FOR BATTER @ STONE FASG-IA TO MATG-H ARCHITECTURE G) 12>" SQ. STONE CAP @ FINISH SURFACE -G-ONCRETE PATIO & SEC,TIQN I ELl;YATION @ FINISH GRADE -PLANTIN6 AREA (8) Stone Veneer Pilaster NOTTO SCALE & Fl EYAIIQN CD 12" SQ. CHU -GROUT FILL ALL CELLS @ 16" SQ. G-MU -GROUT FILL ALL G-ELLS @ #4 REBAR VERTIG-AL @ CONG-RETE FOOTIN6 V'llTH #4 REBAR V'lRAP @ MORTAR FILL FOR BATTER @ STONE FASG-IA TO MATCH ARCHITECTURE G) 12>" SQ. STONE CAP @ !':>XI:> V'lOOD POST V>llTH SIMPSON CBbb COLUHN BASE Y'lHERE SHOV'lN @ FINISH SURFACE -CONCRETE PATIO @ FINISH GRADE -PLANTIN6 AREA ( C) Stone Veneer Column NOTTO SCALE <;;-~e\! ,...... [m CITY OF CARlSBAD uTI 7 Pu.NNING DEPARTMENT 1 CONSTRUCTION OETAILS FOR: ROBERTSON RANCH PA 19 C.T. 02-16 I APPROVED Pl.ANNING thAJ q. 4::lt.~:t\-i.,-v'Y-e9 I DATE OWN BY: PROJECT NO. DRAWING NO. D,>.TE INITIAL DATE INITIAL CHKD BY: _.f.53-9£ REVISION DESCRIPTION OTHER APPROVAL CllY APPROV.tl.. RVWD BY: SOP 06-06 CMWD __ -__ _ - \ \ \ I '------ & 0 LA STEEL C.RAFT MODEL C.TR-B TENNIS POST. AYAILA!3LE THROUGH LA STEEL C-RAFT l-e.oo-B11-2458 0 ® 0 ASPHALT SLOPE l% MIN. AHAY FROM POST CONC-RETE FOOTING AS FER MANUFAC.T\JRE'S SFEC-IFIC-ATION5 COMFAC-TED 5UBGRADE TOP OF NET, 5ET@ Bl" FROM FINl5HED 5URFAC-E OF COURT (El )Paddle Tennis Net Post NOTTO¾ALE -------r---w. -----------.. 1---.L ·1+--.. -------l --------u ---- --1---1-. ·1-l--------H ----- ~--1 + -1--1------- ----- ----- ------u.-- LL----- 2 ---- ......1-+--H ------------- ----- 0 11) m / I I ---- ----I----............... - -----+++1---..... ---- -H----l-----------l""-H-..J ----------- --------- t ~, ;:O.C.MAX t --(D \)-J CD 1-1/e," DIA. GALVANIZED POST. @ e,'-o" O.C. MAX. l"IITH GALVANIZED C-AP @ 2" VINYL C-OATED CHAIN LINK @ TIE FENCE TO POST r'llTH VINYL COATED r'llRE THREE TIMES @) VINYL COATED TENSION il'IIRE @ VINYL COATED r'llRE 16" O.C-. TO SEC-URE C.HAINLINK TO TENSION J/'llRE @ VINYL COATED STAPLE5 TO SEC-URE TEN5ION l"IIRE 16" O.C. G) C.ONC-RETE FOOTING 12 11 J==:::::::=ll=::it===:::::=+====::3;;:::::u..:=::=:::::::::::~4-----"l~~=;:;~rl 1-..,,,,-r,::lm--~ @ FINISH GRADE I II . _.-I ffL -II (";;\ CD 6x6 REDY'IOOD POST -C-HAMFER TOP I" @ 45 DEGREES FRONT FJ !;VATIQN @) 4x6 DF PRIMARY RAFTERS @ 10" O.C-. @ THE INSIDE RADIUS -SET RAFTERS ON RADIU5, EVENLY SPACED ALL AROUND UNLESS OTHERY'IISE NOTED -RAFTER END5 TO MA TC-H BEAM ENDS @ 4x6 DF SECONDARY RAFTERS. SET EQUALLY !3ETY'IEEN PRIMARY RAFTERS AS SHOY'IN. EIEAMEIO 15" L L • 'l 1 m @) CONCRETE FOOTING (TT'P.@ EA. POST) FRONT ELEY A TION NOT TO 5CALE L-..1 5 @ 6xl0 DF BEAM -BOLT THROUGH @ POST V'I/ (2) 5/4" HEX BOLTS - C-HAMFER !3EAM ENDS @ 45 DEGREES FROM C-ENTER OF Y'lOOD MEMBER @ fxe, D.F. PLANT-ON -ALL (4) SIDES -TT'P. EACH POST G) C-AN LIGHTS MOUNTED ON TRELLIS BETY'IEEN JOISTS (12 TOTAL). SEE LIGHTING PLAN FOR Y'IIRING, TIMERS, AND SPEC-IFIC-ATIONS. @ 6" BED OF B/4" l"IASHED GRAVEL @ EXPANSION JOINT Vinyl Coated Chain Link Fence @ 6xl0 DF JOIST-BOLT THROUGH@ POST V'I/ (2) B/4" HEX SOL T5 -Lf:. JOIST ENDS TO MATC-H !3EAM ENDS @ !3!3Q COUNTER, 5EE DETAIL© @ FINISH SURFACE CONCRETE PATIO (@) FINISH GRADE PLANTER Wood Overhead 'C' at Tot-Lot APPROVED FOR PLANTING DATE: O4/IB/O"I DRAl'IN BY, JAH/CG> ' JOB NUMBER., 2100.10 . HOW ARD:: , ASSOCIATES , ., landscape architecture rl• ::Ill 1 9 AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. FILE, REVISIONS: 88BD rio &on dic~o drive OJ.lite 350 ,ian dleso ca 9:l!OB GJg 718 %60 "AS-BUILT " P.E. EXP----DATE REVIEWED BY: INSPECTOR DATE NOTTO SCALE BENCHMARK: DESCRIPTION: STANDARD 1,(-/0 STREET CENTERUNE WELL MONUMENT LOCATION: CEN TERUNE rF El CAMINO REAL AT ENCINEER's STATTON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NQ COUNTY VERT. CONTROL DATA) ELEVATION: 68.~19 DA Tl/U: /J.S.C. ,t G.S. g/22/08 MM /i\ REVISED DETAILS DATE INfllAL ENGINEER OF WORK REVISION DESCRIPTION DATE I II I II I I I .... ·_ _ ·.III II, II & 1-3/8" DIA. GALVANIZED TOP _ -RAIL -SEC-URE C.HAINLINK TO 11 1 Ii' Ill I·; ·: · 1UII I 11 ~~ ~~~il.NYL COATED ~+-==-+1-1=1-~ I • · · ~ ) II I I I II • ll, ,,_11;-;-;_111, ,,w-,, ,_I 11 ,_I I Ii) NOTE: VINYL C.OLOR TO !3E GREEN ,;;;,~ INITl't. DATE l'-0" SEC-TION NOT TO 5CALE ~ CT[] CITY OF CARLSBAD uTI 8 1 PLANNING DEPARTMENT CONSTRIJCTION PETA/LS FOR: ROBERTSON RANCH PA 19 C.T. 02-16 l APPROVED 11--1-l e::,. t\\-4>-t\ PL'INNING J; .\ ""-~~ I DATE DWN BY: PROJECT NO. DRAWING NO. INITl't. CHKD BY: OTHER APPROWI.. CITY APPROVAL RVWD BY: SOP 06-06 _453-9L CMWD __ -__ _ \ ITi I 1 ,t I-lU ~ l ii'. . ? ~ <I) i -l- 5 <ll 3 IU lH 13/ll77 ,,g, V,-'J ) ~ ~ 1 8 ! ' ~ ;© 2 4 ,® ---c- ,-..c.eL • --,, -,,,---r --,-- -c -=o_:qc: I I - w=t--E 0 0 0 :---. -=---r::--= --- ~ I J --0 \ . . . . ._ -- --. . ' L@wi FRONT El.,EVATIO!:::i r SEE CON5TRIJCTION PLAN A ___ ____, r?l \_ !SJ 17:n.~ ~ ' ? i ~ I ~~ ~· , -1--,;:'_n ,-..L..:::_~ . t ·~-? N .~- ~ k'3 = :S . ~ ? 1 in \ .. --~ L@ I I □ 11-7_ '.i':~ ,---;_____.J,_.J---t--t------,, _J 1-tJ) ~ z () □ = I---+-' -\}I - 31-0" TYP. 't: BBQ 't:ON POST I I 2" TYP. ~ Pt.AM 5£:C,TION A-A CD CONCRETE PATIO @ 52" BUILT IN BBQ UNIT -CONTRACTOR SHALL COORDINATE GAS CONNECTION FROM BUILDING AVAIL, BARBECUES GALORE GRAND TURBO # 28102"1 v-iv-iv-i.bbq9olor0.com @) STAINLESS STEEL ACCESS DOOR -TO MATCH BBQ UNIT @) 6" SQ. TILE BACK SPLASH -TILF TO BE SELECTED BY LANDSCAPE ARCHITECT @ 4" POUR-IN-PLACE CONCRETE COUNTER TOP v-llTH SEALER COAT -1/4" RADIUS ALL EDGES-CONCRETE COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT. REINFORCE 1-'llTH #3 REBAR AT 16" O.C. BOTHV'lAYS @ STUCCO COAT ON BLOCKS TO MATCH ARCHITECTURE G) MASOt--.RY COLUMN 1-'llTH 1-'lOOD OVERHEAD AT FIREPLACE AREA -SEE DETAIL© Barbe ue Counter T p. of 2 -Mirror Ima es APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 111510e-:: : H O W A R D : : DRAWN BY, JAH/CG JOB NUMBER, 2100.iO FILE, REVISIONS, I I. ASSOCIATES' :c , landscape architecture ila2~J<t 8880 rio ,on di<&:O dr ve ouite 3:0 oo.n d ci:o c• 92 L·JB 619 718 %b□ @ MASONRY COLUMN V'!ITH r'!OOD OVERHEAD -SEE DETAIL ,l"Q'\ \J.1) @ MASONRY COLUMN V'!ITH STONE VENEER AND TILE CAP -SEE DETAIL® @ STUCCO V'lALL~H STONE CAP -SEE DETAIL C 6 @ 8" CMU V'!ALL r'!ITH #4 REBAR VERTICAL @ 16" O.C. GROUT-FILL ALL CELLS @ CONCRETE FOOTING -INTEGRATE V'!ITH V'!ALL AND COLUMN FOOTINGS NOTTO SCALE "AS-BUILT " REVIEWED BY: INSPECTOR DATE DATE ,,.,,_ IL-> ;r:~ J[:; ~JI~ -- BENCHMARK: DE:SGRIPTION: STANOARO 11-10 STREET CENTERLINE YRL MONUMENT LOCATION: C£NTERUNE OF El CAMINO REAL AT ENGINEERS STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LMLS (NO. COUNTY VERT. CONTROi. OATA) ELEVATION: 68.419 DATUM: /J.S.C. &-G.S. DATE INITIAL ENGINEER or WORK ,J __ ~i~ ~=~~~-= I -c+c-=--,r • ,: - ""''- REVISION DESCRIPTION 0 0 0 0 ® 0 0 0 0 @ , 1-1/8" O.D. ROUND TUBULAR STEEL POST l:{ITH CAP. 1-3/8" O.D. FF?AME 3/4" O.D. ROUND PICKETS @ 4 1/2" O.C. MAX. SPAC.INe CONCRETE FOOTINe - SLOPE TOP OF DRAIN FINISH GRADE SELF-CLOSING HINeES LOCKABLE LATCH TO MEET POOL AND ADA CODES ADA-ACCESSIBLE KEYED LOCK FOR ENTRY /EXIT Y'llTH PANIC. BAR Y'lELDED PROTECTIVE STEEL MESH EXISTIN6 POOL BUILDING COLUMN NOTE, COLOR TO MATCH FENCE NottoscXLE DATE INITlAL.. DATE JNITIAL OTHER APPROVAL CITY APPROVAL [jTI CITY OF CARI.SBAD uTI 9 PLANNING DEPARTMENT 1 CONSTRUCTION 0£TA!lS FOR: ROBERTSON RANCH PA 19 C.T. 02-16 I APP/;~=4 -~ l,di I ~-'1"· "~ PLANNING q: DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: 45.J-9l RVWD BY: SOP 06-06 - CMWO ____ _ -.\:) I ~ m,, TTIT I I I l I I 111 I I I l I I U I I I I ti 1111 I I I I I I I II I I I I I I I II I I I I I I I II I I It I I II I I I t I I I I P.A. 8' O" t,' O" CL PLAN __J4: FRONT ELEVATION CD @ ® 0 ® ® G) MASONRY COLUMN SEE DETAIL ® CONCRETE STEPS ® STLJC-C-0 COAT TO MATCH ARCHITECTURE OMIT I'-b"x3'-b" INSET Y'llTH b" SQ. TILE AC-C.ENT STUC.CO PLANTER V'lALL Y'llTH 4"xl2" STONE V'lALL CAP Cf) bXb STONE ACCENT AROUND FACE Of FIREPLACE-TO BE SELECTED BY LANDSC.APE ARCHITEC.T ® STONE FIREPLACE Y'llTH STONE HEARTH TO MATC.H V'lALL CAPS 0 CHIMNEY & Fire lace -N P.A. ~~ NOTE: V'lALL HEl6HT BETY'IEEN (2) COLUMNS SHALL BE MIN. 5'-0" FROM FINISHED 6RADE OUTSIDE POOL AREA NOTE: SEE DRAINA6E PLAN, SHEET 11 FOR FiNISHED 6RADES AND TOP OF V'lALL HEl6HTS. FIREPLACE L06S V'llTH HEAVY DUTY BLACK IRON 6RATE -1 u- MASONRY V'lALL V'-IITH STONE VENEER -SEE SECTION B-B 8X8Xlb C.MLJ BLOCK V'lALL V'-IITH 11=4 REBAR @ lb" O.C.. 6ROUT-FILL ALL CELLS C.ONCRETE fOOTIN6 V'llTH #4 REBAR @ 12" O.C. BOTH V'lAYS FINISH 6RADE 4"xl2" STONE V'lALL C.AP TO BE SELECTED BY LANDSCAPE ARCHITEC.T -C.ONTINUE C.AP OVERHAN6@ V'lALL ENDS COMPAC. TED SUB6RADE 1/2" PERFORMED FELT EXPANSION JOINT V'llTH 1/4" RADIUS@ ED6ES U) u-1 II) -.\:) -' N '-r--.1 1.---..-' II II II II .U II II II II II II II II II II II II II II II II II () _I N 2" TYP. () I" TYP. I (I) ir-----'1"1 2" TYP._ --<12 II II II II II II II II II II II II II II II JI 6!-':!1.--FINISHED 6RADE 5" 1..------@ I I I I 31_e:,11 5EGTIQN / El EVATIQN A-A' N.T.S. 4" CONCRETE SLAP Y'llTH #4 REBAR PLANTIN6 AREA V'lATER RESISTENT MEMBRANE RETAININ6 V'lALL DRAINA6E SYSTEM, SEE DETAIL (f/lb) r- @ 8" BOTH V'-IAYS. STONE FINISH TO MATCH V'lALL CAPS. STONE VENEER STLJC.C-0 C.OAT -COLOR TO BE SELEC.TED BY LANDSCAPE ARCHITECT FINISH SURFACE PATIO SPARK ARRESTOR SCREEN V'llTH 1/2 MESH OR BOX TYPE SPARK ARRESTOR FLUE LINER 6ROUT-FILL VOID MIN. 5' HT. POOL FENCE -SEE PLANS FOR LOCATION 2" CMlJ TRIM Y'llTH I" OVERHAN6 TOPPED BY 4" CMLJ CAP Y'llTH 2" OVERHANG. STUCCO C.OAT. 9 11'1 I 92208 MM ;;;ir: JG, 0 1-1/8" O.D. ROUND TUBULAR STEEL POST V'IITH CAP. :c:ic @ 1-3/8" o:o. FRAME ® 3/4" 0.0. ROUND PICKETS@ 4 1/2" O.C. MAX. SPAC.ING 0 CONCRETE FOOTING-- SLOPE TOP OF DRAIN ® FINISH 6RADE © SELF-CLOSIN6 HINGES 0) LOCKABLE LATC.H TO MEET POOL AND ADA CODES © ADA-AC.C.ESSIBLE KEYED LOCK FOR ENTRY /EXIT JIIIITH PANIC BAR 0 Jtif:LDED PF<.OTEC TIVE STEl=L MESH @ EXISTING POOL BUILDING- COLUMN NOTE, COLOR TO MATCH FENCE NOf lo SCALE REVISED DETAILS NOTTO SCALE ~ CITY OF CARLSBAD ~ l---+--+--------------+--+---+---+-----1 ~ PLANNING DEPARTMENT Ll1_j l---+--1---------------+--+---+--I--~ CONSTRUCTION DETAILS FOR: APPROVED FOR PLANTING "AS-BUILT II BENCHMARK: ROBERTSON RANCH PA 19 AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 04/13/0"1 DRAYiN BY, JAH/CG Joe NUMBER, 2100.10 FILE, REVISIONS, ,,HOWARD:: ASSOCIATES·~ landscape architecture rla. 29 19 8~80 do oan diego dr_vc oult<: 350 s&.n diega ca \12108 bl\! iUI 91,bl) P.E. EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE DESCRIPTION: STANDARD 1,1-10 STREcT CENTERLINE !IFLL MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENG/NEER's STAllON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH l£1£LS (Na COUNTY '£RT. CONTROL DATA) ELEv'ATION: 68.'il!J DAllJM: IJ.SC. ,t G.S. 1-----1---1----------------1----+--l-----l----'I I-Af'~P~R=OV=E-D__JL.L..:,=.J.. '~,11--'~-->=='-L....-~ tb,J~ J <=i=-8)-AJ PLANNING DAlE INITIAi. DAlE INJTllol. DAlE INfTIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL DWN BY: __ _ CHKD BY: __ RVWD BY: PROJECT NO. SOP 06-06 C.T. 02-16 DRAWING NO. _453-9L CMWD _-__ .... ,._ JL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. • Cl) ·' C\j ' DESIGN CRITERIA: FOR 70 & 80 MPH EXPOSURE C WIND CONDITIONS 1. ALJ.OWAB!.E SOIL BEARING PRESSURE= 1500 PSF +!NCR FOR WIDTH & WIND OR SEISMIC LOADING 2 ALLOWAB!.E LATERAL PASSNE PRESSURE ~ 250 PCF 3CONCRETF/GROUT STRENGTH = 2000 PSI @ 28 DAYS. 4. REINFORCING STEEL : GRADE 40 FOR #4 BARS AND SMALLER, GRADE 60 FOR #5 AND LARGER TOP OF PILASTER PER PLAN ----..._ 4" PRECASTCAP STONE VENEER - All SIDES 12812 PILASTER -.-j CMU • SOLID GROUTED /2) #4 VERT DROP-IN BARS 12! #4 DOWELS WI 30" MIN. EXTENSION INTO CMU. J ' ' ' 2 5. SEISMIIC • ZONE 4, 7 KM FROM IYPE A OR 8 SOURCE. 6. 1500 PSI MASONRY COMPRESSION STRENGTH. HALF STRESSES USED • NO SPECIAL INSPEC110N REQD. NOTES: 1. CONCRETE 8/.0CK FOR SPUT-FACE SHALL CONFORM TO UBC STD. 21-4. ORCO STD. SPUT FACE. CONRETE B!.OCK FOR STONE VENEER PILASTER SHALL CONFORM TO UBC STD 21-4. ORCO STD. PRECISJON. 2. CONCRETE FOR FOOnNG SHALL BE 1 PART CEMENT TO 2-1/2 PARTS SAND TOJ-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS OF WATER PER S4CK. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 IYPE I.VV. Fe = 2000 PSI 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A 615 GRADE 40 FOR #4 BARS AND SMALLER, GRADE 60 FOR #5 AND LARGER. PROVIDE 40 BAR DIAMETER LAP FOR GRADE 40 REBAR AND 48 BAR DIAMETER LAP FOR GRADE 50. 4. REBAR SHALL BE CENTERED IN THE CONCRETE 8/.0CK CELL IN WHICH IT IS LOCATED U.N.O. S. CONCRETE 8/.0CK SHALL BELAYED IN A RUNNING BOND PATTERN WITH VERnCAL CONTINUIIY OF THE CELLS UNO. 6. ALL BLOCK CELLS CONTAINING VERnCAL REBAR SHALL BE SOLID GROUTED. 7. USE OBP IYPE S MORTAR PROPORnONED USING UBC TABLE NO. 21-A. 1 PART CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE S4ND. 8. GROUT FOR CONCRETE BLOCK TO BE I PART CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA GRAVEL IF WEA Tl/ER CONDITIONS ARE FA VORAB!.E AND BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT FLOW). WATER SHAU. BE ADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGA noN OF THE CONSITUENTS. 9. 8/.0CK STEM MAYBE WET-SET 1-1/2" INTO TIIE FOOnNG WHILE THE CONCRETE IS PLASTIC. 10. FOOTING MUST BE POURED 0/V OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPAcnON OF 90 %. 11. FIRST INSPECTION TO BE AFTER FOOTING TRENO/ES ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IIV PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN Pl.ACE AND TI/E BLOCK PILASTER IS READY TO GROUT. 12812 PILASTER CMU -SOLID GROUTED 7 1 MAX. /2) #4 VERTICAL -AS SHOWN .""" '-------N #4 HORZ CONT. FROM 6' HIGH ---..__ WALL RUN THROUGH PILASTER FOOTING. 7' TO DA Yl/GHT L--------' -------- 1 '-3" SQ. MCMILLIN CONST. ROBERTSON RANCH CARLSBAD " ' ' • FOR 70 MPH WIND @ EXPOSURE C DESIGN CRITERIA: ( ' ' '/ '/ ''/ ~ '/ '/ ,; '/ V V / / V '/ ~ V V V V I/ I/ V V V V V V V [/ V V V V '/ V V V '/ I/ V V V / / I/ ) ~ / V V V / V / V / ~ V / V / ~ V / • I/ V ';I-/ V ·' V V \() / V V / / / / V / V / / V V / / V / / / V / / / / V / / 1 / ( V ,~ V / V / V ~ / / / ~ / / , ... V / ' 1-1111 V / V V / / ' ~ ~ as ~ ~ ~ "' ~ ~°' SC:~ • f-.. f-.. c::, ii§ ·' "-.J \J~ . ~~ C( !:Cl "" ~ ij C)" • "' ' ' ' ' ' 8" CONT. / 4 PREC4STC4 ORCO 6616CM U GROUTED ONLY@ VERT STEEL #4 VERT DROP-IN BAR@40" FOR 18" LONG 0/C (36" 0/C CMU) #6STDJOINT 24" 0/C (3 PLA 21-10. USE #5 BLOCK #4D0WEL@ REINFORCEMENT @ CES) PER UBC STD. STD. FOR SLUMP 40" 0/C "LONGCMU) (36" 0/C FOR 18 I 8+1'-8" SETBACK ,,,SEE CHART , I I I ·~ I I I I I I #4 HORZ. CONT. l'TODA YLIGHT 1. ALLOWABLE SOIL BEARING PRESSURE= 1500 PSF +INCR FOR WIDTH & WIND OR SEISMIC LOADING 2 ALLOWABLE LATERAL PASSNE PRESSURE= 250 PCF 3CONCRETE/GROUT STRENGTH = 2000 PSI @ 28 DAYS. 4. REINFORCTNG STEEL : GRADE 40 FOR #4 BARS AND SMALLER I GRADE 60 FOR #5 AND LARGER S. SEISMIIC • ZONE 4, 7 KM FROM TYPE A OR B SOURCE. 6. 1500 PSI MASONRY COMPRESSION STRENGm. HALF STRESSES USED • NO SPECIAL INSPECTION REQD. MIN. FOOTING DEPTH FOR 7' TO DAYLIGHT WALL@ WALL@ WALL@ SLOPE TOP 1 FT. SETBACK 2 FT. SETBACK 2 T01 3'-6" 3'-0" 2'-6" 3 T01 2'-4" 21-0" NOTES: 1. CONCRETE BLOCK SHALL CONFORM TO UBC STD. 21-4. ORCO STD. SPLIT FACE BLOCK· 6" WIDE x 8" HIGH x 16" 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2· 1/2 PAR.TS SAND T03·1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS OF WATER PER £4CK. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE II/V. Fe = 2000 PSI 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A 615 GRADE 40 FOR #4 BARS AND SMALLER, GRADE 60 FOR #5 AND lARGER. PROVIDE 40 BAR DIAMETER LAP FOR GRADE 40 REBAR AND 48 BAR DIAMETER LAP FOR GRADE 60. 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL JN WHICH IT IS LCXA TED. 5. CONCRETE BLOCK SHALL BE LA YEO IN A RUNNING BOND PATTERN WITT{ VERTIC4L CONTINUITY OF THE CELLS UNO. 6. ALL BLOCK CELL CONTAINING VERTIC4L REBAR SHALL BE SOLID GROUTED. 7. USE OBP TYPES MORTAR PROPORTIONED USING UBC TABLE NO. 21-A. 1 PART CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND. 8. GROUT FOR CONCRETE BLOCK TO BE 1 PART CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENl'TO ALLOW GOOD GROUT FLOW). WATER SHALL BE ADDED TO PROj)UCE GOOD GROUT FLOW WITHOUT SEGREGATION OF THE CONSITUENTS. 9. BLOCK STEM MAY BE WET-SET 1-1/2" INTO THE FOOTING WHILE THE CONCRETE IS PLASTIC BLOCK STEM MAY BE PLACED TO EITHER EDGE OF THE TRENCH TYPE FOOTING. 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90 %. 11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTJC4L IS JN PLACE AND THE BLOCK WALL IS READY TO GROUT. 12. MAXIMUM CONTROL JOINT SPACTNG: 20' 0/C AND AT ALL 12" SQ. PILASTERS. -------- MCMILLIN CONST. ROBERTSON RANCH CARLSBAD / V \ CAI- r ~ 12" sq. Oreo Spilt-Face Pilaster ~A~----------------------------------------------------:N~o~t~ro~S~ca~le'!9 ~B~,,__o_rc_o_W_a_l_l S_y_s_te_m_S_it_e_W_a_l_l -----------------r~~ \..! '/ Not to Scale DATE, 1/15/0e> DR,A,J,,IN 6Y, JAH/CG ::HOWARD:, • ASSOCIATES ' " J06 NUM6ER, 2100.10 , , , , landscape architecture FILE= rla ~ll l9 8880 rio ••n dleiO ~rlV! •uit~ 350 "'" diebO t'll 92\0~ 619 718 %(;0 REVl5ION5, "AS-BUILT " ' -~::. w . • ~ 0:: GHAfUAI -i -P.E. EXP ____ _ DATE \--<-'--~-It, REVIEWED BY: INSPECTOR DATE l---+-----1------------+---+---t----t---1 Lill c1r1LAN~!G £t~~BAD CONSTRUCTION DETAILS FOR: BENCHMARK: ROBERTSON RANCH .. DESCRIPTION: STANDARD 11-10 STREET CENTERLINE /fCLL MONUMENT PA 19 C.T. 02-16 LOCATION: CEN !ERLINE Cl" EL CAIi/NO REAL AT ENGINEERS STA IION 454+92 PER R.S 1800-1 RECORD FROM: COIJNTY BENCH LEVELS (NO. COUNTY DATE INITIAL VERT. CONTRa DATA} ELEVATION: 68479 DATUM: IJ.S.C. ,t C.S. ENGINEER OF WOR~ l---+----li-----------+--+---+----lf------1 I APa~r Gt:, t:}\.g-ft ~-4'-o~ I . PLANNING DATE . ;:;:::;:::;::;;:::==::::;-;::::=====~====: DWN BY: ---1 PROJECT NO. DRAWING NO. ~:g :{;--, SDP 06-06 _453 9l REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER P.PPROVAL CITY APPROVAL CMWO __ -__ _ ..t:. U"I (>) I ....0 r