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HomeMy WebLinkAboutDWG 407-6L; CT 01-04; CALAVERA HILLS II VILLAGE U; 01-39GENERAL NOTES ~'fa_E.D WATER NOTES 1. ALL WORK SHALL BE DONE fN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCT/ON OF-,;m;.'lt,l.£l) WATER MAINS" DA TED OCTOBER, 1993. RECYCLED WATER SYSTEM (PRIVATE) SHEET TITLE SHEET NUMBER 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY BY~!) WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MfNIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ETC. CALAVE HILLS II TITLE SHEET IRRIG. LEGEND, NOTES, DETAILS IRRIGATION PLANS IRRIGATION SPECIFICATIONS 1 2-3 4-10 11-12 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIM/NA TE OR CONTROL, TO THE BEST EXTENT POSSIBLE, PONDING RUNOFF, OVERSPRA Y AND MISTING 4. 5. 6. 7. HOSE BIBS ARE STRICTLY PROHIBITED. ON--SITE CROSS-CONNECTIONS BETWEEN ~YG,1-1,;J;> WATc:R LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITc:D. NO SUBSTITUTION OF PIPE MA Tc:RIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER OfSTRfCT'S RULES AND REGULATIONS. THE IRRIGATION SYSTEMS $HALL RUN BETWEEN THE HOURS OF 10:00 P.M. ANO 6:00 A. M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. 9. PROVIDE A .MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE>AREAS SHALL BE PROTECTED FROM CONTACT FROM ~D WATER. WHETHER BY WINQBLOWN SPRAY OR BY DIRECT APPL/CATION, THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCT/ON PRACTICE OR SYSTEM OPERATION, IS STRfCTL Y PROHIBITc:D. 11. fRRIGA TION HEADS SHALL BE RELOCA Tc:D OR ADJUSTED TO PREVENT OVERSPRAYING ON SIDEWALKS, STREET, AND NON-0£$/GNA TEO USE AREAS. 12. fi!lflr."ICU!O WA1ER QUICK COUPLING VALVES SHALL BE OF A TYPE FOR THE USE ON RECYCLED WATc:R. DfSTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WA1ER QUICK COUPLER SPIKES PER CARLSBAD MUNICIPAL WA Tc:R DISTRICT RULES AND REGULATIONS). 13. METF:RS SHALL BE Sf ZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPE $HALL BE STENCILED WITH THE WARNING "NON-POTABLE OR RECYCLED WATc:R" COLOR-COOED (PURPLE) ANO LAfD WITH WARNING TAPE ANO S1ENCILING ORfENTc:D TOWARD THE TOP OF THE TRENCH PER THE CITY OF CARLSBAD MUN/Cf PAL WA Tc:R DISTRICT'S RULES AND REGULATIONS. u. -rt-11= ~u I !<.ED c~ -GOl-.llJ. Ec.1101-1 SIJUTrol-Jt-.l -n:sr Sl-lt:,u.,. ~ ~ e,y ~ HUl--llCIP4.l.-, ~ ~ AIJD 11-it:. ~ 011¾.0 "'Lli-t,y J7E:.f'~\ii' Of El-1"1~~ \.11:b!;ffi. SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE US£ OF ~'(GU:tl WA Tc:R ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHE:RE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR 1;1!1c.Yt;.UEC> WATER USE A. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND l!:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DON£ MANUALLY WITH QUALIFIED SUPERVISORY P£RSQNNEL ON-S11E. NO SYS7EM SHALL AT ANY TIME 8£ LEFT UNATTENDED DURING USE OOTSIDE THE NORMAL SCHEDULE. B, /RR/GA Tr IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPL/CATION RA TE SHALL NOT EXCEED THE INFILTRATION RA TE OF THE SOJL TfMERS MUST BE: ADJUSTc:D SO AS TO BE COMPATIBLE WITH THE LOM£ST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY TH£ EFFICIENT SCHEDULING OF TH£ AUTOMATIC CONTROL CLOCKS, (1.£, EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROM01E MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRfVA1E PATIOS ANO LOTS, AND STREETS AND SfDEWALKS. D. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALV£$, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR £DUCA TING EACH EMPLOYEE 15. ALL POTABLE WATER ANC ~"'(c.L,,1,;p WATER P/PfNG SHALL BE INSTALLED WITH THE S1ENCfLING ORIENTED TOWARD THE TOP OF THE TRENCH. ANO ALL MAIN1ENANCE PERSONNEL ON A CONTINUOOS BASIS, REGARDING THE PRESENCE or ~"{c.1-eQ' WATER. MAINTENANCE PERSONNEL MUST 8£ INFORMED ,f'll&r 16. WHEN A POTABLE WATER LINE AND~ WATc:R LINE CROSS, THE ~'((I el? LINE SHALL BE INSTALLED WITHfN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EX1END 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND ~~p WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RISC(Gl£.0 LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAfNTAIN£0 AT ALL TIM£$. * 19. DEVELOPER/CONTRACTOR SHALL CONDUCT A COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER ANO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVfCES PRIOR TO ANY USE OF ~t.l=.P WATER. THE REQUIRED CROSS-CONNECTION SHUT DOWN "TEST SHALL BE BE DONE BY THE CALSBAO MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH 20. QUICK COUPLING VALVES USED IN~ WATF:R SYSTEMS SHALL CONFORM TO TH£ FOLLOWING: ~'(C,.I..El) WATER IS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND ANO TOOL WASHING, ETC. GIVEN TH£ HIGH TURNOVER RA TE OF EMPLOYE:ES IN THE LANDSCAPE INDUSTRY, IT 1$ IMPORTANT THAT THIS INFORMATION BE DISSEMINA "TED ON AN ALMOST DAILY BASIS. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGE:$ ANO MODIFICATIONS TO ANY PRIVATE ON-SITE FACfLITIE:S. SUCH CHANGES MUST BE: SUBMITTED TO.AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH D/STRfCT STANDARDS. 1. ALL ~YG,Lj!!p WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEA THE:RPROOF PLASTIC. 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING Pf".'.W".l;tf1D WA7ER DO NOT DRINK" IMPRINTED ON ONE SIDE, AND • A vrso -AGUA IMPURA-NO TOM AR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTc:RPRISES OR APPROVED EQUAL. 8. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VAL VE STrM 0/RECTL Y OR WITH PLASTIC TIE-WRAP OR_ 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP ..DB. RECYCLED WA Tc:R -QUICK COUPLING VALVES USED IN ~ WATER SYSTEMS SHALL HA VE ACME TYPE THREADS AND PURPLE COLORED LOCKING COVERS P£RMANENTL Y A TT ACHED TO THE VALVE. QUICK COUPUNG VALVE SPfKES SHALL NOT BE INTERCHANGEABLE WITH POTABLE WATER QUfCK COUPLER SPIKES. 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENTIF"/£D AS ~y'~L.JeP WATER SPRINKLER HEADS. 21. TH£ REQUIRED CROSS CONNECTION INSPECTION WILL BE DONE BY ·EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH C0Pf£S OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. * 22. DEVELOPER SHALL SHOW THE LOCA 1JON OF R.C. SfGNS "oo NOT DRINK" ON THESE PLANS. *23. AN ON-S/Tc: USER/SUPERVISOR SHALL BE DESJGNA TEO fN WRITING. THIS fNDIVIDUAL SHALL 8£ FAMILIAR WITH PLUMBING SYS7EMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, ANO TH£ SPECIFIC REQUIREMENTS OF A~ WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH AND CARLSBAD MUN/Cf PAL WATER DISTRICT. 2. EACH AU TOMA TIC CONTROLLER AND ITS ASSOC/A TEO EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORD$ ~I ~WATER Urfjf FOR IRRIGATI~" IN ENGLISH AND SPANISH, WITH BLACK LETTE:ryg{ Hr ON A PUF'lt BACKROUN~ THE SIGN SHALL BE PLACED SO THAT IT CAN BE REAOIL Y SEE:N BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSfBLE CHARGE: I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PRO.JECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIF/CATIONS BY THE IN CASE OF EMERGENCY CONTACT FRANK WAJERT AT (760) 730-9821 CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF EN"1RONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY ANO DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITc:CT OF WORK, OF * 24. 25. MY RESPONSIBILITIES F"OR PROJECT DESIGN. OR AFTER HOURS CONTACT FRANK WAJERT AT (760)730-9821 FIRM NAME &; ADDRESS: HOWARD ASSOC/A TES, INC., 2835 CAMINO DEL RIO SOUTH, SUITE 210, SAN DIEGO, CA 92108 SHOW ALL PUBLIC & PR/VA 7E POTABLE WATER MAINS ON IMPROVEMENT PLANS. A PHYSICAL SEPERA TfON SHALL BE PROVIDED BETWEEN ADJACENT AREAS /RR/GA "TED WITH RECYCLED WATER AND POTABLE WATER, $£PERA TION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. JO~ 1-K;cl,, LANDSCAPE ARCH/1ECT l2-l(.,·o3 DA1E RLA 2919 ITEMS NOS. 8, 19 & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF ~i.a, WATER. ITEM NO. 22 THE S/GNAGE PLAN SHALL BE PART OF THIS I.P. BUT THE ACTUAL SIGNS & TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF R.C. WATc:R. PHONE NO($): (619) 718-9860 REGISTRATION NO(S): RLA 2919 BLACK LOGO PURPLE BACKROUND / 1" BLACK LETTERS (N. T.S.) WARNING :-it:J-1::PWATER DO NOi DRINK G.'(C..1..1::D, WATER WASH HANDS AFTER CGNCTACTING LAVESE SUS ANOS DESPUES DE USAR 1" BLACK LETTERS · 2" BLACK LETTERS 12• X 36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGN COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH s ~ ~ '3-//--tl'f 15AfE: !N ORDER TO CONSERVE WATER ... RECYCLED WATER IN USE 00 NOT DRINK NO 10ME EL AGUA FAX (1!19) 718-9869 EXP/RATION DA TE: 7 /31/04 ENGINEERING PLAN CHECKER / /~~ -/ ,t -;/,7 ..-6.:3 DA'rn: CARLSBAD MUNICIPAL WATER DISTRICT ~·-1"'?, ...... '.t w u ¾Jwi:!M~"R.{il'. 2s11s --= oK:4-04 DEPUTY CITY ENGINEER EXP. 3131106 "AS-BUILT ,, VILLAGE U IRRIGATION -SHEET 6 ---~ PLANTING -SHEET 18 CONSTRUCTION -SHEET 28 IRRIGATION -SHEET 4 -~ PLANTING -SHEET 16 CONSTRUCTION -SHEET 26 -- / I JjJ I i~> . lit 1., ·" " . \) IRRIGATION -SHEET 5 PLANTING-SHEET 17 CONSTRUCTION1-SHEET 27 VICINITY MAP NO SCALE BENCHMARK: \ m APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. WASH HANDS AFTER CONCTACTING LA\IESE SUS MANOS DESPUES DE: USAA ~ 4/-zslo-::i-DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL /JONUI.IENT LOCATION: CENTERLINE OF El CAWNO REAL 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS P.E. -z,1"\ R8/IEMY: It✓• . 6f. INSPECTOR EXP. -:J.f}I/-'(. ~-4r DATE AT ENCINEER's STA 1/0N 454f92 PER R. S 18(}(}--/ f.,z.,., ·<?1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DATA) DATE ELEVATION: 68.479 OA TVM: NGl4J OF 1929 ~--IRRIGATION -SHEET 8 PLANTING -SHEET 20 CONSTRUCTION -SHEET 30 IRRIGATION -SHEET 9 PLANTING -SHEET 21 CONSTRUCTION -SHEET 31 ~-IRRIGATION -SHEET 7 PLANTING-SHEET 19 CONSTRUCTION -SHEET 29 CONSTRUCTION -SHEET 33 SITE MAP 1"=200' IRRIGATION CALCULATIONS 13 PLANT LEGEND, NOTES, DETAILS 14-15 PLANTING PLANS 16-22 PLANTING SPECIFICATIONS 23-24 CONSTR./DRAINAGE LEGEND, NOTES 25 CONSTRUCTION PLANS 26-33 REC. CENTER DRAINAGE PLAN 34 CONSTRUCTION DETAILS 35-39 INSPECTION PROCEDURES 1. . CfTY CONSTRUCT/ON INSPECTION SHALL INCLUDE: A. LDCA TION OF PIPE LINES. 8, TRENCH DEPTH. C. REQUIRED $£PARA TION (HORIZONTALLY ANO VERTICALLY). 0. PIPE IDENTIFICATION. E. POINTS-OF-CONNECTION (POC'S). F. LOCA T/ON AND /DENT/FICA TION OF SPRINKLER HEADS. G. WARNING SIGNS AT THE SITE ANO ON THE TRUCKS HAULING ¥tic-'lt~J:I WATER (IF~t.5C, WATER IS USED FOR CON$1RUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY ANO THE DISTRICT, AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF" ENVIRONMENTAL HEAL TH PRfOR TO FINAL INSPECTION APPROVAL 2. DISTRfCT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE "TEST, AFTER COMPLETION OF THE SPRINKLER SYSTF:M, TO DETERMINE TH£ ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREA$ NOT APPROVED FOR RECEIVING RECLAIMED WA T£R. B. WARNING SIGNS ANO LABELS. C. OU/CK COUPLING VALVES. D. ALL ASPECTS OF THE /RR/GA TION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTc:CTION OF WELL, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. 3. ANNUAL fNSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B AND PART G OF THE 0/STRfCT FINAL INSPECTION. REVfSIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRfOR TO IMPLEME:NTA TION fN FIELD. LEGEND 8 FIRE HYDRANT POTABLE V'IATER ST!<EET MAIN RV'l RECYCLED i"lATER STREET MAIN ---RECYCLED V'IATER IRRIGATION MAIN POINT OF CONNECTION FOR RECYCLED V'IATER (METER AND BAC.KFLOV'l PREVENTION) "DO NOT DRINK" SIGN LOCATIONS AREA OF PROPOSED RECYCLED V'IATER USE DEVELOPER'S NAME & ADDRESS: BROOKFIELD HOMES A <tiOWflQD ffiSOClflTtS 12865 POINTE DEL MAR, SUITE 200 DEL MAR, CALIFORNIA 92014 SITE l!t-. . 0,t.TE INITIAL ENGINEER OF WORK DATE, Ot>/20/09 DAAViN 6Y, JE/MMO/C.G J06 NUMBER, 02085.2 FILE, REVISIONS, , , 1-, --~ • •f LOIO'+ X.t.~ I~....} . REVISION DESCRIPTION T LANDSCAPE ARCHTECTURE 2835 Camino del Rio South Suite 210 Son Diego, California 921 OB (619)718-9660 FAX (619)718-9669 RLA #2919 -·~ r_c--, DATE INITIAL D,t.TE INITIAL OTHER APPROVAL CITY APPROVAL PHONE NO: (858) 481-8500 I SH,EET I CITY OF CARLSBAD Lill PLANNING DEPARTMENT 9 TITLE SHEET Calavera Hills II Village U AP~D 71_,I. 3-!S--O'I ASSISTANT PLANNING DIRECTOR DATE OWN BY:--== I PROJECT NO. I DRAWING NO. . CHKD BY:JE RVWD BY: CT-01-04 407-6L CAIWD 032504 A MAINLINE, LATERAL, AND WIRING IN THE SAME TRENCH RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUNDLE AT 10-FOOT INTERVALS. NOTES: SECTION VIEW MAINLINE PIPE LATERAL PIPE PLAN VIEW ALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN. WIRING IN CONDUIT WIRE W/0 CONDUIT TIE A 24-INCH LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 30" OR GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE BO PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. PIPE 2 NOTE: & WIRE TRENCHING ffi FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLTt NUT, AND WASHER. SECTION VIEW ~B&E:0 &JufMc1~8. ~Lc~~H0Nf~GC15. Tf PuHttflct'6JER AT RECLAIMED WATER) N.T.S. ffi RECEIVER AND WIRING HIT PRODUCTS WIRE CONNECTORS -HPC ® MASTER CONTROL VALVE ('";\ FINISHED GRADE \V IN SHRUB AREAS 0 VALVE ID TAGS @ PVC SCH BO UNION, 2 REQUIRED @ PVC MAINLINE TO RCV'S @ SCH BO NIPPLE, TYPICAL r,>, BRICK SUPPORTS \.'Y 4 REQ. PER BOX c;;-, LANDSCAPE FABRIC, WRAP \.!_9 UP AND OVER BOX HOLES @ 3/4" ROCK, 3 CUBIC FT. @ CONTROL WIRES @ MAINLINE PIPE AND FITTINGS SEE SPECS FOR TYPE AND PLAN FOR SIZE. INSTALL CONTROL VALVES A MINIMUM OF 18" APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. EQUIPMENT SHALL BE INSTALLED SUCH THAT THERE IS NO LEVERAGE OR STRESS ON THE VALVE ASSEMBLY. PIPE SHALL NOT COME INTO CONTACT WITH VALVE BOX. USE 90 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MAINLINE. USE A NON-HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. PROVIDE VISIBLY READABLE "RECYCLED WATER -DO NOT DRINK" TAG TO ASSEMBLY AT RECLAIMED WATER SYSTEMS NTS CONTROL VALVE W/RECEIVER APPROVED FOR PLANTING """"""' ,,. .,,. f -~ "'""""' 12/16/0!5 DATE, t:,/20/05 bAGIC 2 -lft!VGADON CON]JIOU,ER TOP V1n1 OF MOUNTING PLATE !ACK VIEW OF THE BOX WALL MOUNT --4---l-2X 9.10 IIB~ING 1) 9.10 3X..563 18,2 TOP VlQl OF PEDESTAL (STEP 3) ' • (STEP 4) I 35.10 • J ~ BOX DE?TH: 5.00 l-10.00 HIT PRODUCTS -LOGIC 2 & 3 PEDESTAL MOUNT F'RONT VI~ Of THE 80X .. ____, Wil:1!11 ffi LOGIC 2 OR 3 CONTROLLER ENCLOSURE PEDESTAL MOUNTING INSTRUCTIONS 1. MOUNT PEDESTAL BASE USING THREE MOUNTING HOLES. 2. REMOVE THE REAR PANEL FROM PEDESTAL IF NECESSARY TO INSTALL WIRING. 3/ 4 INCH KNOCKOUTS ARE AVAILABLE ON BOTH SIDES. 3. BACK OUT TWO TOP SCREWS AND REMOVE REMAINING FOUR SCREWS FROM TOP OF PEDESTAL. 4. MOUNT STAINLESS STEEL BOX TO PEDESTAL a) REMOVE CONTROLLER FACE PLATE AND STAINLESS STEEL PANEL FROM STAINLESS STEEL BOX. b) MOUNT BOX TO PEDESTAL UTILIZING THE TWO MOUNTING HOLES (KEYHOLES). 5. REPLACE THE FOUR SCREWS REMOVED IN STEP 3 ANO TIGHTEN ALL 6 SCREWS. (STAINLESS STEEL) REMOTE CONNECTOR LOCATION 6. BRING THE WIRING THROUGH THE BACK OF THE BOX ANO SECURE. PEDESTAL ELECTRICAL CONDUIT FOR 12rN POWER SUPPLY. 7. MAKE WIRING CONNECTIONS TO CONTROLLER (SEE LOGIC WIRING INSTRUCTIONS) AND REPLACE CONTROLLER PANEL INTO STAINLESS STEEL BOX ANO REPLACE THE STAINLESS STEEL PLATE. 93.80 8. REPLACE PEDESTAL REAR PANEL IF NEEDED. 12CN POWE:R SUPPLY WHITE -COMMON, BLACK -HOT, GREEN -GROUND INSTALL ACCORDING TO CODE IN CONDUIT. f::'\ CONCRETE PAD 4-lNCHES O"JERLAP '\::..,) AROUND OUTSIDE OF PEDESTAL, &-INCHES DEEP CONCRETE. 0 24 VOLT ELECTRICAL WIRING lN 2 WIRE PATH ELECRICAL LONG SWEEP ELBOW (SEE LEGEND) 9 fa" ELECRfCAL WIRING 110 V POWER WIRE \::__) WHITE -COMMON, BLACK -HOT, CONTROL WIRE SCHEDULE GREEN -GROUND 0 120V POWER SUPPLY WHITE -COldMON, BLACK -HOT, GREEN -GROUND INSTALL ACCORDING TO CODE IN CONOUIT. Q CONTROL VAL.VE 'J HIT PRODUCTS NO EQUAL MOUNTED IN VALVE BOX ENCLOSURE. 500 SERIES G RECEIVER @1.0. TAG (';';\ 2-4-VOLT ELECTRICAL WIRING IN \.J 30-INCH COtL. (SEE DETAILS) COMMON CONTROL -1 VALVE NO. 14 + 14 2500' NO. 12 + 12 5000' NO. 10 + 10 7500' NO. 8 + 8 - 2 VALVES 3 VALVES 1000' - 5000' 2500' 7500' 7500' -- 4 VALVES - - 7500' - ~ WIRE SPLICE HIT PRODUCTS -LOGIC 2 ® PEDESTAL MOUNT CONTROLLER IRRl<SATION NOTES 'J HIT PRODUCTS NO EQUAL GAEASE FILLED UODEL# (Dl!IC) INSTALL IN SPECIFIED LOCATION ONLY. I. THE IMl<S>ATION !"LAN 15 Dl~ATIC. ALL IRRl<S>ATION EGl.lll"MENT SHALL eE LOCATED IN l"'LANTIN<!> A~A5 ONLY, LA-ll.E55 NOTED OTHE"'-"1I51:. REFER TO THE I1:tRl<!,ATION LE<SEND AND DETAILS FOR EGI.IIPMENT AND INSTALLATION. :2. CONTRACTOR SHALL KEEP THE PREMl5E5 CLEAN AND FREE OF EXCESS EGI.IIPMENT, MATERIALS, AND RIJBBISH INCIDENTAL TO ~ OF THIS 5ECTION. 5. A. ALL Rl5Ere.5 SHALL eE l".V.C. 5CHEPI.ILE t>O. e. ALL PIPE FITTIN65 SHALL BE P.V .C. 5C-HEDIJLE -40. 4. A. ALL i"IIRE SHALL BE 14 5Al./c!,E AN.SO-I.IF, DIREC.T 61./RIAL T'r'f'E, AND ALL 51"1..ICES AND C-ONNEc.TION5 SHALL eE MADE i"IITH PEN-TITE CONNECTORS OR E:Gll.lAL. EACH VALVE ON A CONTROLLER SHALL HAVE A SEPARATE i"IIRE COLOR. ALL i"IIRES SHALL eE INSTALLED i"IITH Ti"IO (:2) FEET OF EXCESS i"IIRE (COILEO) AT THE END OF EACH i"IIRE RUN. B. CONTROL i"IIRE SHALL 6E 61./NDLED AND PLACEO eENEATH MAINLINE 5. BACKFLOY't PREVENTION DEVICES SHALL eE LOCATED A5 INDICAT!:D ON THE IRRl6ATION PLAN. INSTALLATION SHALL CONFORM TO LOCAL 60VERNIN6 CODE:5 AND RE61./LATION5 AND MANI.IFAC11JRER'5 5PECIFICATION5. CMl'ID BACKFLOY't SPECIALIST TO APPROVE LOCATION ph. (i60) 4Sf>-:2i:2:2 ><115:2 6. CHECK VALVES SHALL BE 1.15ED i"tHERE INDICATED AND i"IHERE NECESSARY TO PREVENT Y'IATER FLOY't ~M LOY'tER ELEVATION HEADS i"IHl:N 5Y5T!:M 15 TI./RNED OFF. i. ALL PRE:551./RE MAINLINES SHALL HAVE El6HTEl:N (If>) INCHES OF COVER, AND ALL LATERALS SHALL HAVE Tll'eLVE (1:2) INCHE5 OF COVER. TRENCH BACKFILL SHALL BE f'REl: OF ANY MATERIAL THAT MAY DAMA5E IRRlc!>ATION PIPE OR EGIJIPMENT. IN THE EVENT OF BACKFILL 5ETTLEMENT, CONTRACTOR SHALL PERFORM REGIJIRED REPAl"-5 AT HI5 OY'IN COST. e,. ALL AUTOMATIC VALVES 51-iALL BE LOCATED i"IITHIN 5HIWB AREA5.VALVE5 IN BOXES SHALL eE INSTALLED IN 61:tEEN VALVE BOXES, ONE VALVE PER eox , i"IITH FOI.IR (4) INCHE5 OF PEA <!,RAVEL EIENEATH EACH VALVE. BALL VALVES SHALL BE LOCATED IN 5EPARATE VALVE BOXES. "I. MAINS, i"IIRE, AND LATERALS 1./NDar. VEHIC.LE l"AVIN6 SHALL eE IN F'VC 5HEDIJLE -40 SL!:EVES il'IITH ~• MINIMJM COVER. ALL MAINS AND i"IIRE 1./NDER PEDESTRIAN PAVIN6> SHALL BE IN F'VC 5HEDI.ILE -40 5LEEVE5 i"IITH 18" MINIMI.IM COVER. ALL LAT!:RAL5 UNDER PEDESTRIAN PAVIN6 SHALL eE IN F'VC 5CHEDI.ILE 40 SLEEVES i"IITH 1:2' MINIMLIM COVER. 10. AUTOMATIC CONTROLLE"=> SHALL eE SIZE AND TYPE A5 NAMED, AND INSTALLED i"IHERE INDICAT!:D ON lfltl'tl6ATION l"'LAN. CONTROL i"IIRE5 SHALL BE SLEEVED IN ELECTRICAL CONDIJIT TO MAINLINE. 1:20 VOLT 5ERVICE TO CONTROLLER SHALL BE PROVIDED BY THE Oi"INER. II. PRIOR TO BACKFILLIN6 l-16ATION ml!:NCHE5, A. ALL MAINLINES IN THE 5Y5T!:M SHALL BE C.Al"'f'eD AND -~P'E: TI!:5TED AT 1:25 P.5.1. FOR A PERIOD OF FOI.IR HOUR5. ANY I.EAKS FOi.iND SHALL eE CORRECTED BY REMOVIN.s. THE LEAKIN6 PIPE OR FITTIN<!,5 AND INSTALLIN6 NEY'I MATERIAL IN IT5 PLACE. 8. ALL LATl:RAL5 SHALL BE PRE551JRE Tl:5TED AT DE516N PRE551JRE FOR ONE HOI.IR. C. THE CONTRACTOR SHALL NOT ALLOY't NOR CAU5E ANY OF Hl5 ll'IORK TO BE COVERED 1./NTIL IT HAS BEEN IN5PEC.TED, TESTED AND AFf'ROVED BY THE Oi"INER'5 AIJTHORIZED REPl'I.E5ENTATIVE AND C-ITY INSPECTOR. 1:2. IRRlc!>ATION CONTRACTOR 51-iALL AD..lJ5T ALL HEADS TO PROVIDE EVEN CO\/ERAc!,E AND TO KEEP SPRAY OFF el.llLDIN65, ~Kf/llAY5, i"tAU..5, AND DRIVES. 15. i"IHEN THE 5PRINKLER 5Y5Tl:M 15 COMPLETED, THE CONTRACTOR, IN THE: PRESENCE: OF THE Oi"INER'5 AUTHORIZED ll!Ef"RESENTATIVE, 51-iALL PERFORM A COVERME TE5T OF Y'IATER AFFORDED THE PLANTIN5 AREAS TO EN51./RE IT 15 COMPLETE AND ADE:GI.IATE. CITY IN5PEC,TOR TO APPROVE COVERME. THE: CONTRACTOR SHALL FUR.NISH ALL MATERIALS AND PERFORM ALL l'IORK REGIJIRED TO CORRECT ANY INADEGIJACIE5 OF C.OVE"-Afi>E AT H15 OY'IN COST. IRRlc!>ATION CONTRACTOR SHALL MAINTAIN THE 5Y5TEM FOR A PERIOD OF SIXTY (60) DAYS AND SHALL Y'IATER ON A DAILY BA515. 14. PRIOR TO FINAL ACCEPTANCE, THE CONTRACTOR SHALL FI.IRNISH TO THE Ol'INE:R A COMPLETE 'AS-el.JILT' DRAJl'IIN<S> ON SEPIA AND THR!:E PRINT!! 5HOY'IIN6 EXACT LOCATIONS OF ALL ITEMS INSTALLED. 15. PRIOR TO FINAL Aec.EPTANCE, THE IR.Rlc!>ATION CONTRACTOR SHALL PLACE A LAMINATED, REDI.ICED CO!"Y' OF THE A5-Ell.llLT IAAI.S.ATION PLAN, COLOR-GODED AS TO C~ AFIJ:.A5 FOR EACH VALVE, IN THE CONTROLLER ENc.L05URE. 16. THE IRRl6ATION C.ONTRACTOR SHALL 61./ARANTl=E THE ENTIRE 11:tRI.S.ATION 5Y5TEM TO BE FREE OF DEFECTS IN i"tORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (I) YEAR FROM FINAL ACCEPTANCE BY THE Oi"INER. Ii. "THRI.IST BLOCKS C.ON5l5TIN6 OF A MINIMJM OF I Cl.lf!IC FOOT OF CONCRETE (:2poO 1"51) SHALL 6E IN5TALLED AROI.IND MAINLINES 5" AND ABOVE AT EL601"15 AND AT POINTS OF CHAN<!n: IN DIRECTION." (Cl"T"f OF CARL56AD LAND5c.APE MANI.IAL IV.5-5). 18. INSTALL POP-UPS i"IITHIN 10 FEET OF ALL PEDESTRIAN LJ5E5. NOTE, ALL IMl<S>ATION EGIJll"MENT VTILIZIN6 P'E:CLAIMED i"IATER SHALi. 6E COL~ l"I.IRl"'U: PER C.ARL58AD MI.INICIPAL Y'IATER DISTRICT REGI.IIREMENTS. ... ¢10WflRD ft)SOClfllf S ,,. 2835 Camino de! Rio South Suite 210 San Olego, Callfomla 92108 (619)718-9660 "AS-BUILT P.E. EXP. ___ _ REVIEWED BY: " DATE BENCHMARK: DESCRIPTION: STANOAIN} M-10 STR££r CENT£Rt.JN£ #Ell MONIIMENT LOCATION: CEN1FRf.JNE OF B. CAIi/NO REAL AT ENCINEER'S STATffJN ./5#92 PER R.S 1800-1 RECORD FROM: CWNTY BENCH m£I.S {NO. CWNTY IERT. DATE I RRI 6 A Tl ON LE<SEND l'l.f:CYCLED S'(STEM5. COMMON Al'l.f:AS / l"OTAel.E SY5TEM5. HOMEC~ Al"l!AS NOTE:, Al.I. HEADS ON RECYCLED SYSTEMS TO llE PURPI..E HEADS -AAINelRD leooNP C,0'-/1:R OR t-lJN'IER RECYCLE!) Y'IA'TER COVER 1"Eli. MANIJFAC~S 51"1:Cll'ICATIONS MFR. RAIN 811tD RAIN BlltD RAIN 81"-D RAIN 811tD RAIN 81"-D RAIN 81"-D RAIN 81"-D RAIN BIRD RAIN 81"-D RAIN 8l1tD RAIN 81"-D RAIN811tD RAIN BIRD RAIN 81"-D RAIN 81"-D RAIN 81"-D RAIN 8l1tD RAIN 81"-D RAIN 81"-D llAIN81RD !llAIN BIRD RAIN BIRD RAIN etRD llAIN 81RD RAIN 81RD RAIN81RD RAIN 81RD RAIN BIRD RAIN 81RD RAIN BIRD RAIN BIRD RAIN etRD RAIN BIRD HUNTEl'f. HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER DESCRIPTION lt>04-5AM-1"11!5-&H-!"c.5 lt>04-5AM-1"11!5-eGH"C5 lt>04-5AM-PR5-l:2G..PC!!> lt>04-5AM--1:2F..PC5 lt>04-5AM--l:2F..PCS lt>04-5AM-f"R5-l:2V AN..PC-5 lt>04-5AM-PR5-1!5Gl-Pc.5 leo4-5AH-PR5-1!5H-PC.S lt>04-5AH-f"R5-1!5F..PC.5 lt>O+SAH-f"R5-15VAN-PC5 lt>04-5AH-PR5-l!5E5T ..PC5 lt>04-5AH-PR5-1!555T..PC5 leo4-5AH-PRS-1!5E5T-PC5 leo4-5AM-PR5-1555T..PC5 lt>06-5AM-PR5-eH..PC-5 lt>06-5AM-PR5-eG-PC.5 lt>06-5AM-PRS-eVAN-PC5 lt>06-PA-e5-l:2GI-PC.5 lt>06..PA-e5-l:2H..PC5 lt>06-PA-e5-12F-PC5 lt>06-PA-e5-l:2VAN-!"C5 lt>06-PA-e5-1!5Gl-Pc.S lt>06-PA-e5-l!5H-l"C,5 lt>06-PA-e5-151"-!"C5 lt>06..PA-e5-15VAN-PC5 lt>06-PA-e5-I5E5T-!"C5 lt>06-PA-e5-I5E5T-PC.5 lt>06..PA-e5-Bl!5E:5T..PC5 lt>06-PA-e5-Bl5E5T-Pc.5 leoo-PA-e5-615E5T..PC5 1eoo-PA-e5-8l5E5T-PC5 !eoo..PA-e5-61!5E5T ..PC5 1-40:2 P6M-ADV-OI P6M-ADV-04 P<!>M-56V-Oi P6M-ADV-02 P6M-ADV-05 P6M-56V-oe P6M-ADV-04 P<!>M-ADV-06 P<!>M-56V-O"I P<!>M-ADV-06 P6M-ADV-O"I P<!>M-56V-l2 l"Ol"-IA" TIJRF 51"1:tAY HEAD POP-IA" TIJRF 51"1:tAY HEAD POP-I.IP TIJRF SPRAY HEAD POP-I.IP TIJRF SPRAY HEAD POP-I.IP TIJRF SPRAY HEAD POP-I.IP TIJRF SPRAY HEAD POP-I.IP TIJRF SPRAY HEAD POP-I.IP TIJRF SPRAY HEAD POP-I.IP TIJRF SPRAY HEAD l"Ol"-1.11" TIJRF SPRAY HEAD POP-I.IF' TIJRF SPRAY HEAD POP-I.IP TIJRF SPRAY HEAD POP-I.IF' TIJRF SPRAY HEAD POP-I.IF' TIJRF SPRAY HEAD POP-I.IF' 5Hl"We SPRAY HEAD POP-I.IF' 5Hl"We SPRAY HEAD POP-I.IF' 5Hl"We SPl'.AY HEAD POP-I.IF' 5HRIJe SPl'.AY HEAD POP-I.IP 5HRI.IEI SPl'.AY HEAD POP-I.IF' 5HRUl3 SPRAY HEAD POP-I.IP 5HRIJe SPRAY HEAD POP-I.IP 5Hl"We SPRAY HEAD l"Ol"-1.11" 5Hl'We SPRAY HEAD POP-lJP 5Hl'We 5f"RAY HEAD l"Ol"-lJP 5Hl'We SPRAY HEAD POP-I.IF' 5Hl"We SPRAY HEAD POP-I.IP 5HRI.IEI 5f"RA Y HEAD POP-lJP 5HRl.l6 SPRAY HEAD POP-I.IP 5HRI.IEI 5PRA Y HEAD 5HRU6 SPRAY ON 1:2" RISE:R 5HRU6 SPRAY ON 1:2" Rl5ER 5Hl'1Jl5 SPRAY ON 1:2" RISER el.lB6Ll:R. ON RISE:R SHRUB ROTOR ON 12" RISER SHRUB ROTOR ON 12" RISER SHRUB ROTOR ON 12" RISER SHRUB ROTOR. ON 12" RISER SHRUB ROTOR ON 12" RISER. SHRUB ROTOR ON 12" RISER SHRUB ROTOR ON 12" RISER SHRUB ROTOR ON 12" RISER SHRUB ROTOR ON 12" RISER SHRUB ROTOR ON 12" RISER SHRUB ROTOR ON 12" RISER SHRUB ROTOR ON 12" RISER NOTE:, ALL VAL VE !!OXES IN RECLAIMED Y'IA Tl:t'1. U5I: AREAS SHALL l9E PURPLE. [El POTABl.f i'IATER METER BY DEVELOPER ~ REC'r'Cl.EO Y'IA'TER MEil;I!. 6"( DE:VEI.OI"!:"'- 6PM RADIUS 0.5i t,• .2e e,• 0.65 1:2' I.S 1:2' 2.6 1:2' VARle 1:2' 0."12 15' 1.85 15' 5.i 15' VARIES 15' o.&5 oll4-1Xl!5' 11'0 4•~· 0.61 6' X 15' 1.21 6' X :26' O.Si e,• .2& e· VARIE!!> e• 0.65 1:2' 1.5 1:2' :2.6 12' VARIE:!!> 15' 0."1:2 15' l.t.,!5 151 2.6 151 VARIES 15' 0.65 4'X15' I.SO 41.x:,o,1 0.61 6'Xl5' 1.21 6'.x:26' 1.00 !51 0.!5 !5' 0.5 5' 0.5 O.i 25' 1.6 25' 5.4 25' O."I 50' 2.0 SO' 4.2 50' 1.6 55' 2.1 55' 5.5 55' :::2.1 401 5.5 401 15.2 40' PSI 50 50 ~ 50 50 50 ~ 50 50 50 50 50 50 50 ao 50 50 50 50 ~ 50 50 ao 50 50 50 50 50 50 50 50 ~ 50 50 50 50 50 50 50 50 50 50 50 50 50 ~ HIT PIWDIJCTS !500-R 51:RIES REMOTI; CONTROL VALVE (NON-POTA£11.E l'IATER) -SIZE f'Elt PLAN -0) L-RP RECEIVER f'Elt VALVE (IJ5E EASY AAIN CONTROI.LER5 FOR U5I: l'IITH VALVES ON HOMEOfflER~ f'ROPERlY) AAIN 61RI, AAINBIRD CHAMPION NELSON DV 51:RIES REMOTE CONTROL VALVE ASVF 51:RIES REMOTE CONTROL VALV'E ~2 51:RIES ATM05PHERIC VACWM BREAKER l'IITH UNION -LINE SIZI! -MOUNT 12' Hl<!>HER THAN Hl6HEST HEAD IN SYSTEM GI.IICK COIJPI..ER VALVE FOR Rl:C'r'CL.ED i'IATER NELSON MODl:L 111645 ~ATHERMATIC ;oooi,v; SERIES MASTER REMOTI; CONTROL VALVE KIN66R05. TRI.E-lJNION PLASTIC BALL VALVE -LINE SIZE ~ HIT PIWDIJCT5 L.061C 2 AUTOMATIC 2 l'IIRE CONTROLl.ER l'IITH RAIN 5HUT-of'F Dl:VICI:: -PEDESTAL MOUNT @J HARDIE 'EASY-RAIN' CONTROLLER -LOCATE IN 6AA.A6'1!. -l'IALL MOUNT (D CAL 5EN5E FMI .255 FLov; SENSOR 0 FEeco 625'( l'IJ:D\JC,Er, ~ eACKl"LOl'l l"l'EVENTER Pvc., c.t.. "?ii~ A::rr.6.Bt..E. M,t,..11,l L..11-l~ • ~1:ze ~~ f\..AIJ ~ 1e>'1 MINIMl.lM ~f... ------PVC PACIFIC PLASTICS "CYCLE FLOl'I" CL 200 RECYCLED LATERAL LINE -SIZE: PER FL.AN -12" MINIMUM COVER -5/4" MINIMUM SIZE i'PVl'PLE! ----PVC PACIFIC PLASTICS "CYCLE FL.Ol'I" CL.515 RECYCLED MAIN LINE (2' OR LAR6ER) -SIZE PER PLAN -le" MINIMUM COYER FOR 2-1/2" ANO LE!!e 24" CO'v'ER FOR 5'-5-112" (PU~ p1f'c!:) PACIFIC FLASTICS "CYCLE FLOl'I" PVC SLEEVE -Ti'tlCE THE SIZE OF l'IORKIN6 LINE PVC CL 200 POTA61.E LATERAL LINE -SIZE: PER Pl.AN -1:2' MINIMUM COVER -5/4" MINIM.1-1 SIZE 51 FFYffl SHALL el: AS FQI I orfz~ -MAINS, l'IIRE, ANO LATERALS I./NtlEII. V!!HICLE PAVIN6 TO 6E IN !!EPAAATE PVC 5CHEOULE 40 51.EEVES v;1TH :,O" COVER. -MAINS AND l'IIRE I.INDEl1. PE!?E5TRIAN PAVIN6 TO 6E IN SEPARATE PVC 5CHEDUU: 40 SLEEVES l'IITH le" COVER. -LATERALS I./NtlEII. PEDESTRIAN PAVIN6 TO 6E IN P-/C 5CHEOI.ILE 40 SLEEVES l'IITH 1:2' COVER. VALVE CALLOUT FOR COMMON AREA IR!'l.I6ATION VAL VE CALLOl.'r FOR HOMEOl'INER IRRl5'A TION x----~~-CONTROLLER 5EGLl:NCE ~r--------VALVE SIZI: I SH2ET I CITY OF CARISBAD ~ . PLANNING DEPARTMENT 9 IRRIGATIOO LEGEND, NOTES, AND DETAILS FDR: Calavero Hills II Vi/logs U A ROV~ 3-IS:<N ASSISTANT PLANNING DIRECTOR DATE DWN BY:~ PROJECT NO. DRAWING NO. INfTIAL DATE INfTIAL CATE INITIAL CHKD BY: JE AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DRAY'lN BY, JE/MMO/C,5 JOB NUMBER, 02085.2 FILE, FAX (619)718-9659 INSPECTOR C<NfF((X_ OA TA) DATE ELEVATION: 68. .f.79 DA Tl/II: Nfl',fJ OF 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CFIY -RO\l,IL RVWD BY: CT-01-04 407-6L REV15ION5, RLA #2919 CMWD __ -_ A E 2 -----111-,,, 5 BALL VALVE 2 3 NOTE: 11 9 Ci) ROUND PURPLE PLASTIC VALVE 0 BOX, AMATEK OR EQUAL FINISH GRADE 0 BALL VALVE 0 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 Ci) FINISH GRADE/TOP OF MULCH 0 QUICK-COUPLING VALVE WITH LOCKING PURPLE CAP NTS 0 VALVE BOX WITH PURPLE COVER: 6-INCH SIZE 0 3-INCH MINIMUM DEPTH OF 3/ 4-INCH WASHED GRAVEL ® PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ® BRICK (1 OF 2) 0 PVC SCH 40 STREET ELL ® PVC SCH 40 TEE OR ELL ® PVC MAINLINE PIPE @ PVC SCH 40 ELL @ 2" x 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 0 0 0 0 ® ® 0 ® PLANT MATERIAL FINISH GRADE/TOP OF MULCH POP-UP SPRAY SPRINKLER: PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC LATERAL PIPE NOTE: FOR SLOPE APPLICATIONS, MOUNT PERPENDICULAR TO DIRECTION OF SLOPE. HEAD 6 POP-UP SPRAY SPRINKLER NTS B J NOZZLE ON I OGIC 2 Oft 3 -lftfflGADON COHJl'OI I P IIACI( VIEW or THE BOX 1---10.00 • • 0 • • • Ci) PLASTIC NOZZLE WITH 1 PURPLE CAP 0 BRASS SHRUB ADAPTER ~ PLANT MATERIAL FINISH GRADE/TOP OF MULCH ® UV RADIATION RESISTANT PVC SCH BO NIPPLE (LENGTH AS REQUIRED) ® PVC SCH 40 ELL 0 PVC SCH 40 STREET ELL ® PVC SCH 40 TEE OR ELL 6 ® PVC LATERAL PIPE RISER WAlL MOUNT _) FRONT VIEW OF THE: BOX OUTSIDE WAU. S! ~~~· :Ii OR J MOUNTING J DI/~ HOLES POWER WIRES 2-WIRE PATH BOX DEPTH: !5.00 D ffi 110V CONDUIT TO VALVES J CONTROL WIRE SCHEDULE COMMON CONTROL -1 VALVE 2 VALVES 3 VALVES 4 ""1.VES NO. 14 + 1-4 2000' 1000' -- NO. 12 + 12 !1000' !1000' 2000' - HO. 10 + 10 7000' 7!500' 7500' 1eoo· NO. e + e ---- CONTROLLER WALL MOUNT 12" MIN REQ. VERT. SEPARATION ¾--■---1@ LEGEND 0 STREET SURFACE 0 POTABLE SERVICE LINE 0 RECLAIMED WATER IRRIGATION MAINLINE W / SLEEVE NOTES: ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: °STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" AND "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" OCTOBER 1993 POTABLE MAINLINE CROSSING NTS 8 NOTE: Ci) ROTOR SPRINKLER WITH PURPLE CAP 0 PLANT MATERIAL 0 FINISH GRADE 0 UV RADIATION RESISTANT PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ® PVC SCH 40 ELL ® PVC SCH 40 STREET ELL 0 PVC SCH BO NIPPLE (LENGTH AS REQUIRED) ® PVC LATERAL PIPE ® PVC SCH 40 TEE OR ELL @ STRAP @ 1/3 REBAR 6 1. A SWING PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 4 GPM. ROTOR SPRINKLER 4 24" 12" MIN REQ. VERT. SEPARATION ========='~-{5 --0 1 O' MIN. TO POTABLE MAINLINE IN STREET LEGEND (DslDEWALK @cuRB 0 RECLAIMED WATER IRRIGATION MAINLINE W/ SLEEVE 0 METER BOX W/ METER @ POTABLE SERVICE LINE NOTES: ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" AND "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" OCTOBER 1993 NTS POTABLE SERVICE LINE CROSSING K 4 6 0 BUBBLEA NOZZLE PER LEGEND ® 2,4• DEEP X ,4• DIA. PERFMATEO DRAIN LINE WITH CAP, FILLED W/ 3/4" GRA"1':L © PVC LA TE:RAL LINE © FINISH ORADE/TOP OF MULCH © PVC SCH BO NIPPLE (LENGTH AS REQUIRED) © PVC SCH 40 ELL 0 PVC SCH 40 STREET ELL © PVC SCH 40 TEE OR ELL NOTE: INSTALL 1WO BUBBLERS PER TREE BUBBLER IN SLEEVE BENCHMARK: DESCRIPTION: STANOARO M-10 SmEET CEN1ERt./N£ IIEU~T LOCATION: CENTE11l.lN£ IT l1. CAAlfNO HEAL AT E.NC/NE£/?'s STA Tl~ -154+92 PER R.S 18f}{J-1 DATE H INITIAL RECORD FROM: COUNTY BENCH lflfl.S (NO. CO/JNTY '£RT. (Xl(TRfX DA TA} aEVATION: 68.-179 DA 11111: NC',O IT 1929 ENGINEER OF WORK Ci) COPPER UNION (1 OF 2) 0 REDUCED PRESSURE BACKFLOW PREVENTER: RAIN BIRD RP-QT 0 COPPER MALE ADAPTER (1 OF 2) 0 COPPER 90" ELL (1 OF 4) ® COPPER PIPE (TYPICAL) ® FINISH GRADE 0Pvc MALE ADAPTER ® IRRIGATION MAINLINE PIPE ® COPPER FEMALE ADAPTER @"SCHEDULE K HARD COPPER" PIPE FROM POINT-OF- CONNECTION NOTE: 1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 2. "SCHEDULE K HARD COPPER" PIPE TO BE USED BETWEEN METER AND BACKFLOW PREVENTER. 3. INSTALL PER CMWD STD. DWG. # W-20 BACKFLOW PREVENTER 0 FINISH GRADE NTS 0 ROTOR POP-UP SPRINKLER NOTE: 0 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 0 PVC SCH 40 ELL ® PVC SCH 40 STREET ELL ® PVC LATERAL PIPE 0 PVC SCH 40 TEE OR ELL 5 1. A SWING PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 4 GPM. ROTOR POP-UP SPRINKLER D 't: "Ii :::.. .~~:::::::,i:~-ei G (0 -i DATE, 06/20/03 DRAY'IN BY, JE/MM0/C<; JOB NUMBER, 02085.2 FILE, 1'EVl5I0N5, 2835 • <l:IOWftRD ft)SOClftlf S T LANDSCAPE ARCHITECTURE Camino del Rio South Suite 210 Son Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 NTS . I SH3I "AS-BUILT ,, P.E. EXP., ___ _ DATE REVIEWED BY: INSPECTOR DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD ~ PLANNING DEPARTMENT 9 IRRIGATION DETAILS FOR: Colovero Hills II Village U A IROV"n • /• ~,, 3-1.S--Q!i ASSISTANT PLANNING DIRECTOR DATE OWN BY: " I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: JE REVISION DESCRIPTION CT-01-04 OTHER Af'PR(Y,!N.. CITY M'PWYVN.. RVWD BY: 407-6L CMWO __ -__ I I I I I I / / / / I / I I I j I, I ! t ~;! t;r_ ~"t: ! I v· • -.~ .,,> . , ·o <A ,, 1"· -.. }, __ ].. ,./'" : : y T:,_;~:.-: :;,Ye jyi,./· / __ > ,/ ~--·• APPROVED FOR PLANTING AND IRRIG,A,TION ONLY, INCLUDING PRECISE LOCATION OF PLAN TING AREAS. DATE, 1.2/1/04 DRAJ,,IN 6Y,JE/MMO/C,G JOB NUMBER,O.2O85.2 FILE, l'<.EVl510N5, .A ¢10WflQD ft)SOClflTfS T 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX {619)718-9669 RLA #2919 REVIEWED( BY: ,u_ 6r-E:l<~it INSPECTOR 30 VIEW FENCE FOR PLANTING, SEE SHEET 16 FOR CONSTRUCTION, SEE SHEET 26 1/I1!>/0S BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERUNE WEl.L MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENG!NEER's STAT/ON 454+92 PER R.S 1800--1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. /4 ,a ff) DATE 3' 2' 2' ___ wooo FENCE .' 31 0 1-i I ' ··f , ' I t i FOR IRRIGATION LEGEND, DETAILS AND NOTES, SEE SHEETS 2-3 C.G P!..ANTINe AND IRRl&ATION ~1510N5 DIJE TOS1D K _, , i _..., T r-..;;CONF T10" 7 /18/05 IRRIGATION REVISION 7 /25/05 IRRIGATION PIPE SIZING . "'~ -za-'Tld,v ~-~? .. U-C.. . INl11.',L DATE INIW,L CONTROL OATA} ELEVATION: 58.479 OA TV/,/: NGvlJ OF 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL IRRIGATION "AS-BUil T" IRRIGATION "AS-BUil T" LEGEND B.V. = BALL VALVE C.P.W. = CENTER OF PARKWAY D.W. = DRIVEWAY F.C. = FRONT OF CURB F.H. = FIRE HYDRANT I.V. = IRRIGATION VALVE LP. = LIGHT POLE M.B. = MAILBOXES M.L. = MAINLINE P.B. = PULLBOX S.W. = SIDEWALK Q.C. = QUICK COUPLER 0 10' 20' 60' ffi KEY MAP NORTH I S4ET I CITY OF CARLSBAD w 9 PLANNING DEPARTMENT IRRIGATION PLAN FOR, Cdlovera Hills II . Village ti APPROVED\A /. ¾z%o7 ,u ASSISTANT PLANNING· DIRECTOR DAE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: JE C!TY APPROVAL RVWD BY: CT-01-04 407-6l CMWD __ -__ ~ ..J:: :,p 0 ~ -' e-' -· f;-:r.. -r ... I I R-24\'--f ---Id/;;?" ~-·:___,·_ ! '-~~ ~'-<Q >~ ai ::; ; POINT 0F'69}Jtl_!=CTION ll 16 TO 61:: A 1-1/2" REOLAIMEP. J/'IATER METER)"'llTH A 2" R.EDUQED PRES5URE-6ACKFI.:Q~ PREVENTE!'lt. STATIC PRESSURE A'f---_ . ';--- ,I -----.. --- ';,~it:=-·· fE&J\ ~---_ C -~ - METER= 15 PSI AT ELEVATION 315'. --, -,_ ON;R.OLLER, N - -------'~ l/coNTROLLER N -18 STATIONS I POINTOP--60NNECTION ll :Z-4-;-TO BE 53 -... --·-·•-.. -· "'-"--.. ··--.. --•--.... _______ ,, .. ____ .. __ M,L. 56' r M.L. 'Q' 6'FROML.p_ POINT OF CONNECTION #15 TO BE A l-t/2" RECLAIMED P'IATE$?. M!;:_TER l"llTH A 2" REDUCED PRESSURE '6ACKi=LOY'-l- PREVENTER. STATIC PRESSURE AT METER= 16 PSI AT ELEVATION 914'. A 1-1/2" RECLAIMED l"lATER METER Y'IITH A 2" REDUCED PRESSURe ,SACKFL0V'i PREVENTER. STATIC PRE~URE AT _ ------FOR tl<.Rl6ATI0Nlhl Tli!S A~A SEE ---..J',11i=-TER=----$ 1"'$1 A-T--ELEVAT10ff 914'_-- CALAVERA HILLS 11 -ARTER.I AL --~t--~ '---' --_-_-_-_ ... _-_-_-_-_-_-_-----------_-_-_-_-_-_-----.---- I I I ' . APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 12/1/04 DRAV'IN 6Y,JE/MM0/C.G .J06 NUIV!SER, 02085.2 FILE, REVISIONS, ... ¢10WflRD fl)SOClflTfS ,,. 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 STREETSCAPE, DJ/'IG. NO. 9"10-"IP r I I CONTROLLER a -24 STATIONS IRRIGATION "AS-BUILT" LEGEND B.V. = BALL VALVE C.P.W. = CENTER OF PARKWAY D.W. = DRIVEWAY F.C. = FRONT OF CURB F.H. = FIRE HYDRANT 1.V. = IRRIGATION VALVE LP.= LIGHT POLE M.B. = MAILBOXES M.L. = MAINLINE P.B. = PULLBOX S.W. = SIDEWALK Q.C. = QUICK COUPLER "AS-BUILT " ~ 4/1,/01- PE "Z."-\1\ EXP. 31~\10~ DATE REVIEWED BY: ~,l( 4. ~it INSPECTOR 4·Z-v-o1 DATE IRRIGATION "AS-BUil T" BENCHMARK: DESCRIPTION: STANDARD 1.1-10 STR£ET CENTERLINE ~L MON/JAIENT LOCATION: C£NTERUNE OF El CAMINO REAL AT ENC!NE£R's STATION 454+92 PER R.S 1800-/ RECORD FROM: COIJNTY BENCH LEvELS (NO. COIJNTY 'vfRT. CONTROL DATA) ELEVATION: 68.479 DAT/JI.I: NGVD OF 1929 ·y:~ ; J- -'""'l"'. ______ :_:J_-,-;-,·--/~1..:~_-· :-~l_ --~7~~;::=-;::::~~g~~~TI7'.~l-_--_--::--"'1_~ l '/--.," -----:1).;;::------·---·--·t:· __ ,, .. ---------~~~-' ci ~ -u: -<I) p:: :; 9 :; _jQ --! 0 -0: :, lL :; B: N N ii 1· 52 "--....... ·--·•-.. ·--...... ___ ._""-•---........ Cl/lf:>/05 '4\ --'~ fT\ DATE FOR PLANTING, SEE SHEET 17 FOR CONSTRUCTION, SEE SHEET 27 FOR IRRIGATION LEGEND, DETAILS AND NOTES, SEE SHEETS 2-3 ~ PLANTINe AND IRRI.SATION REVISION& DUE TO SIDEHAL.K LAYOUT REC.ONFIGUAATION 7/18/05 IRRIGATION REVIS/ON 7/25/05 IRRIGATION PIPE SIZING REVISION 4j_20j_07 IRRIGATION AS-BUILTS IN!T!AL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL " .. ., " .,,. I.V.12' FROM D.W. DATE INITIAL CITY APPROVAL . ~ / w z ....I ■I -~ -~ ■ ., / .-;:' / /,; KEY MAP -~~ NORTH I SsET I CITY OF CARLSBAD Lru PLANNING DEPARTMENT 9 IRRIGATION PLAN ,OR: Calavera Hills II Village fJ APPROVED~ /. ea t/12-c/47 ASSISTANT PLANNING DIRECTOR DATE DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: JE CT-01-04 RVWD BY: 407-6L CMWD __ -__ 1 ' KEY MAP NORTH APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. IRRIGATION "AS-BUILT" LEGEND B.V. = BALL VALVE C.P.W. = CENTER OF PARKWAY D.W. = DRIVEWAY F.C. = FRONT OF CURB F.H. = FIRE HYDRANT I.V. = IRRIGATION VALVE L.P. = LIGHT POLE M.B. = MAILBOXES M.L = MAINLINE P.B. = PULLBOX S.W. = SIDEWALK Q.C. = QUICK COUPLER DATE, 12/1/04 DAAr'lN 6Y,JE/MMO/C-6 J06 NUM6ER,0208S.2 FILE, REVISIONS, .. ,_ ' , ... ~,.- IRRIGATION "AS-BUILT" ... giOWflRD flSSOClflTf S T 2835 Comino del Rio South Suite 210 Sen Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 "AS-BUILT 'H P.E. 24\\\ EXP. ~{'11/0'(' REVIE~E( BY: ft.,).., ~ r:{{~ INSPECTOR 0 10' 20' ,, 4/ulor DATE '-1-£e,.,-a1 DATE N-13 2" r---· , •---c--'i}'i ---•,·;• 1--.. :J:~?:~ *--L----~~.,-,.1. -~4 ,. I ---!-; ___ __,.,__ __ _ ·--••' _, --:., ___ - \ VIEW FENCE PENINSULA DR.I VE -----------,---- -'---~----~"( ,-~-..r··-_, '\ ...• / :3:3.1 50 IV.9'. 65.2 35 C.P.W. I.V. 9' FROMD.W. 63h 36 r'-'-"-"Hh__ WOOD FENCE Q.C.5' FROMD.W. :3"!.4 ·1 I ' VIEW FENCE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■■■■ ■■■ ATC ■■■■ LINE -SEE ■■■■ HEET7 ■■■ ■■■■ ■■■■ ■■■I 60' BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERUNE llfl.L MONUMENT LOCATION: CENTERLINE OF [L CAMINO REAL AT ENCINEER's STA110N "5-1+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEl1:LS (NO COUNTY 11:RT. CONTROL DATA} ELEVATION: 68.-179 DAll/AI: NGV[) OF 1929 1/le>/05 4 17\ DATE FOR IRRIGATION LEGEND, DETAILS AND NOTES, SEE SHEETS 2-3 C-G PL.ANTINe AND IRRISATION REVISIONS DUE TO ::,I~ K LAYOUT rst:CONr-100"'-"TION 6/06/05 IRRIGATION RE'1SION 7 /18/05 IRRIGATION REVISION 7 /25/05 IRR!GA TION PIPE SIZJNG REVISION 4/20/07 IRRIGA 110N AS-BUJL TS INmAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL FOR PLANTING, SEE SHEET 18 FOR CONSTRUCTION, SEE SHEET 28 I SsET I CITY OF CARLSBAD uTI 9 PLANNING DEPARTMENT IRRIGATION PLAN FOR: Calavera Hills II Village U APPROVED -~ ~wn I{ ,N ASSISTANT PLANNING DIRECTOR OWN BY:~ I PROJECT NO. I DRAWING NO. DATE INmAL CHKD BY: JE CT-01-04 Cl1Y APPROVAL RVWD BY: 407-6L CMWD _-__ ~ ~ _.r: 5 ( .,. ' -...... ~ --r '1 ., \\ \\ \\ \ KEY MAP ' \ ·- \ ,_ '\ ' 1 I , , / / / / // / ' ' , ' , , ' ' ~ '\ ./ ~ \' / ~ / \~,/ Notm; IRRIGATION "AS-BUil T" LEGEND B.V. = BALL VALVE C.P.W. = CENTER OF PARKWAY D.W. = DRIVEWAY F.C. = FRONT OF CURB F.H. = FIRE HYDRANT 1.V. = IRRIGATION VALVE LP. = LIGHT POLE M.B. = MAILBOXES M.L. = MAINLINE P.B. = PULLBOX S.W. = SIDEWALK Q.C. = QUICK COUPLER / -/ , R.-28 /_ ,' / -, _,' .-· ju_/ _.>-,_. , <o , ,· / /•)?( __ --. --"',, ..... _ """.:: i~------"--~--<t----:::t'--J-.Z P.W. '~-.-r-x . . -~--4 ----·-,;,. ·-----J.. 3' -~-i I rr-n,--.c.:. :lJ / O, "' ;:: I ' ' ~ 6 _/ fl & · ! • _(( Q. t• , ... £; £ . ·. I ;,.· f.? ./ -: -.1 / ,! '1 ! /·"!/· .}7·----/ f (f,: , I .. -~----4,,, > l 1" •l>:o ... '9tl,i,~t-' ·--. 'c,R, -.0 .. :-::-'-"~-=:,,:::=,~ __ ~ __ :=-~~-~=-=-----'"c--t--;,--";--;- ----.---,; -- ! ;~:-~-.,._ i ?-',< '~ '•-.,_ -. :-\ 98' FROM LP\ ' \ i •, ' ONTROLLER 'R' ' • ' . \ . ( ~ \ ~ -., ✓-· _,,.✓ ~- _,~/ ~✓-/' , // ),v" ' ,,,"" . . -- / --., ' ' MATCHLINE -SEE SHEET 6 -••••••• M.l.SLEEVE 145' FROM IV. \ 61.S ---<;--:-::----;n ~,lO . f 1 -' CENtERPO/NT 40.4 'Q' ·,-~~-'•, .: 43 ' 44.1 42 1.V. 11' FROMD.W. 46 ■ ■ ■ ■ I 1~ .., ')) .., . ·,,. -~'" -·--- ■ ■ L..---,-----1---,._-+ ~ ... ~_ . -,_ , ... .,. --~----' -~· ,.;._. • FOR IRRIGATION IN THIS AREA SEE CALAVERA HILI-.S II -ARTERIAL STl'<EETS'>CAPf:, _DV'IG-. NO. 9"10-"IP 20.0 •. ---- --- S4.e FOR IRRIGATION LEGEND, DETAILS AND NOTES, SEE SHEETS 2-3 FOR PLANTING, SEE SHEET 19 FOR CONSTRUCTION, SEE SHEET 29 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. L-----------~ OF CA\..\ DATE, 12/1/04 Df<.AV'lN BY, JE/MMO/C,G JOB NUfvfBER,02085.2 FILE, REVISIONS, ft SOClftTf S .... 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 ', . .}'" I ~ 20.0 IRRIGATION "AS-8 U IL T" "AS-BUILT ~ P.E. 'Z.'\.{ EXP. 1-l,1 {i)'\ REVIEWED«: Pt.,,,,,t Gr. M~ INSPECTOR ; (' --~--: ___ '_:) _ '·-· --~--' ---"",-- - i .. .\-... ' 1/18/05 CG 6/06/05 4 7 /18/05 " BENCHMARK: 7 /25_L05 6 9/07 /05 STANDARD M-10 STREET CENTERLINE 4.lulo'l- DESCRIPTION: WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL DATE AT ENC/NEER'S STA 710N 454+92 PER RS 1800-1 IA 4/20/07 RECORD FROM: COUNTY BENCH l£1/£LS {NO. COUNTY VERT. '{,Zt,-c 7 CONTROL DATA) DATE EL£1/All0N: 68.479 DA T/JM: NOWJ OF lf/29 DATE INITJAL ENGINEER OF WORK PLANTINc:', AND IRRIGATION REVISIONS DUE TO SIDEWALK LAYOUT REC,ONFl6UAATION IRRIGATION REVJSION IRRIGATION REVJSION IRRIGA 110N REVISION IRRIGATION REVISION IRRIGATION AS BUil TS REVISION DESCRIPTION --- /) • I- I. DATE ---- INITIAi. DATE tN1TIAL OTHER APPROVAL CITY APPROVAL .... ----·•----" 1 ■ • ■ ■ ■ ■ ·--■- ll= I SH7ET I CITY OF CARISBAD I SH395 I PLANNING DEPARTMENT IRRIGATION PLAN FOR: Colovero Hills II Village U APPROVED ;) A /{,,JJ tj/zycrz ASSISTANT PLANNING DIRECTOR DATE OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: JE CT-01-04 RVWD BY: 407-6L CMWD ■ •:-···· ·•·· ■ ••• ~" ····--·• • ■ ■ ~--•• ■ ■ ·--.-.. ··.·;-··· .. ·. tcc--='r ···.c··~·1o=·~· ,=~.a.;,_-f:F••.:,..C·=.·;ccA:.C. -➔•c,.1.-=•+•'i,· •3"··;.;-"-de_ .. '°'. ·..c• ~e_• -c.;·~ r •., ■ ' ,■ 25 r ()('; 30 IV. 16' FROMD.W. LV.9' FROMD.W. ,1-----7'.~--,/l;-...,l'-,,1£- i ■ ■ ■ ■ ■ ■ ■ ' T~-~ • .,,-.-,~<-~•¼ \ .. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. G-20 1-1/2" 48 ■■■■■■ ·~ O:,.C ~\ . \ • ' • IRRIGATION "AS-BUILT" LEGEND B.V. = BALL VALVE C.P.W. = CENTER OF PARKWAY D.W. = DRIVEWAY F.C. = FRONT OF CURB F.H. = FIRE HYDRANT I.V. = IRRIGATION VALVE LP. = LIGHT POLE M.B. = MAILBOXES M.L. = MAINLINE P.B. = PULLBOX S.W. = SIDEWALK Q.C. = QUICK COUPLER DATE, 1.2/1/04 DR.AlAIN SY, JE/HM0/C-6 JOS NUMBER, 02085 .2 FILE, REVISIONS, 68.2 2" b9.e ,/ -: :j;/- / /,/ r . ' l ./ ,,,,/' • =-==········· ■■■ MATCHLINE -SEE SHEET 9 <ttOWflRD ft)SOClflTf S T 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 IRRIGATION "AS-BUil T" 0 "AS-BUILT " '1:d 4[1.S/01: P.E. t1. I'\ DATE INSPECTOR 10' 20' 60' BENCHMARK: DESCRIPTION: STANDARD M-10 STREIT CENTERLINE WEIL MONUMENT LOCATION: CENTERLINE OF EL CAIi/NO REAL AT ENGINEEJtS STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH lflflS (NO. COUNTY VERT. CONTROL DA TA) ELEVATION: 68. 419 OA TIJl,I: NG'l!J OF 1929 1/18/05 4\ 5\ M DATE \ \ FOR IRRIGATION LEGEND, DETAILS AND NOTES, SEE SHEETS 2-3 C-6 PL.ANTIN<? AND IRRIGATION REVISIONS DUE TO SID""""LK LAYOUT r<.t:>:;ONFl0URATION 7/18/05 IRRIGATION RE\1SION 7 /25/05 IRRIGATION PIPE SIZING RE',1SION 4/20/07 IRRIGATION AS-BU IL TS INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL 1··------..._ _______ ...__.,, KEY MAP NORTH FOR PLANTING, SEE SHEET 20 FOR CONSTRUCTION, SEE SHEET 30 I SHBET I CITY OF CARlSBAD Lill PLANNING DEPARTMENT 9 IRRIGATION PLAN FOR: Colovero Hills II Vi/loge U APPROVED )"'. l//z;,m / -,,,., ASSISTANT PLANNING DIRECTOR DATE DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY: JE CllY APPROVAL RVWD BY: CT-01-04 407-6L CMWD __ -__ _ --t: -4)> 0 U) -J er t C: (;' -· -.... r • - APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ■ ■ ■ ■ ' + ' t i ->~ r 46-----, ■ •~:=.}Jl'.: 1 r, t<: 95.2 w w Cl) '■ w z ■ -■ I.V.3' FROM F.H. 42 ------ DATE, 12/1/04 DRAf".IN SY, JE/MMO/C,G JOS NUMBER, 020b5.2 FILE, REVISIONS, ■ ■ / J 41 ----~-----,_ .... -------._. .. . -·-~---'·:c..~--' . -~-~-----------·1-<r r ' ~ i 1(11.· ____ . ·_,' % ' i , I 40.1 ... <t10WflRD ft)SOClflTtS ,,,. 2835 Camino de! Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 "AS-BUILT " tl A/-zsb1- p E. '2.'\.i.ct EXP 3:(11 (Ob DATE INSPECTOR DATE Q.C.10' ROMSW:. MATCHLINE -SEE SHEET 8 i j • ■ ■ ■ ■ l ~ .~EN_TE_/?_~91NT t 1 ■ · 0 ·" · 7:; '3~ fi ._ \■ · o _')--t-00 -tt. --- ~~:l\1' 1' 1· F1· i [~~;~~t~~~;ll~t-./ = ~ ,.::· ■ ~ Cl) w w Cl) r"'F=;::.:.(_ '-· . : I 54.5 58.0 31.1 40 c0 _ _i ..• -~-w ■ ■ ■ ■ ■ z -_::::---.~-'-',/~~ ; ·:f..t BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE Hill MONUMENT LOCATION: CENTERLINE OF £l CAMINO REAL AT ENGINEIR's STATION 454+92 PER R.S 1800-1 RECORD FROM: CotJNTY BENCH /£V£LS {NO. COUNTY V£RT CONTROi. DA TA) 1/18/05 • /A DATE FOR IRRIGATION LEGEND, DETAILS AND NOTES, SEE SHEETS 2-3 C,G PLANTIN$ AND IRRl$ATION REVISIONS DUE TO SIDEi-'IALI< LAYOIJT REC.ONFl<SURATION 7 /18/05 IRRIGATION REVISION 7 /25/05 IRRIGATION PIPE SIZING REVISION 9/07 /05 IRRIGATION REVISION 4/20/07 IRRIGATION AS·BUILTS !N!TIAL DATE IRRIGATION "AS-BUILT" IRRIGATION "AS-BUILT" LEGEND B.V. = BALL VALVE C.P.W. = CENTER OF PARKWAY D.W. = DRIVEWAY F.C. = FRONT OF CURB F.H. = FIRE HYDRANT IV.= IRRIGATION VALVE L.P. = LIGHT POLE M.B. = MAILBOXES M.L. = MAINLINE P.B. = PULLBOX S.W. = SIDEWALK Q.C. = QUICK COUPLER In /,,{ /· KEY MAP :~~ ,, NORT~ FOR PLANTING, SEE SHEET 21 FOR CONSTRUCTION, SEE SHEET 31 I SgETI CITY OF CARLSBAD I SH395 I PLANNING DEPARTMENT IRRIGATION PLAN FOR: Colovero Hills II Vi/loge U APPROVED )( --, / '-1/ZG/d? • t'Lf ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. INITIAL DATE INITIAL CHKD BY: JE ELEVATION: 68.479 DA TIJM: NGVO OF 1929 I I DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT-01-04 407-6L CMWD __ -__ _ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ------------------------------------- "'.":".""-.Ji 42.1 ( fl, J 1' 1' I.V. 3' / , -if--jf--,1<--if----/ I FROM F.tf:). Q.C.5' ,., FROMD.W. DATE, 12/1/04 DRAY'IN BY,JE/MMO/C,6 JOB NUMBER, 02oe,s.2 FILE, REVISIONS, WOOD FENCE ,A qiOWflRD flSSOClflTf S ,,,. 2835 Camino del Rio South Suite 210 San Diego, Callfom!a 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 0 10' 20' REVIEWEDf BY: JL ltl,_Gt. filol1 INSPECT DATE 51.1 F-6 2" 54'. 0 BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE /ltflL MONUMENT LOCATION: CENTERLINE OF £1. CAMINO REAL AT ENC/NEER's STAT!ON 454f92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEvEI.S (NO. COUNTY !€RT. CONTROL DATA) ELEVATION: 68. 479 DA TiJM: NGVD OF 1929 84' i/18/05 C,G 7 /18/05 -7;/2!!,/M ' ' ' •' " '}-· ' . ,' rt\ 4/20107 OATE lN!TIAL ENGINEER OF WORK FLANTIN.S AND IRRI.SATION REVISIONS DUE TO Slvt:~K LAYOUT .. I TION IRRIGATION REVISION ·• • IRSIGll'IIOtf PIPE SIZING RrnSION . ~-' ,_, ' ' •,· ... IRRIGATION AS-BUil TS REVISION DESCRIPTION ,~) -_-, r---·"·,-_:,-c; OATE INITIAL OTHER APPROVAL DATE IRRIGATION "AS-BUil T" IRRIGATION "AS-BUil T" LEGEND B.V. = BALL VALVE C.P.W. = CENTER OF PARKWAY D.W. = DRIVEWAY F.C. = FRONT OF CURB F.H. = FIRE HYDRANT I.V. = IRRIGATION VALVE L.P. = LIGHT POLE M.B. = MAILBOXES M.L. " MAINLINE P.B. = PULLBOX S.W. = SIDEWALK Q.C. = QUICK COUPLER KEY MAP NORTH ffi FOR PLANTING, SEE SHEET 22 FOR CONSTRUCTION, SEE SHEET 32 FOR IRRIGATION LEGEND, DETAILS AND NOTES, SEE SHEETS 2-3 IT[] CITY OF CARISBAD Lill 0 PLANNING DEPARTMENT 9 IRRIGATION PLAN FOR, Colovera Hills II Village u APPROVED \J · -~ ~7 . 17,, ASSISTANT PLANNING DIRECTOR DATE PROJECT NO. INITIAL CHKD BY: JE C!TY APPROVAL DWN BY:~ I RVWD BY: CT-01-04 I DRAWING NO. 407-6L CMWD __ -__ _ 1, ~ ~ <::> ~ -J ' -· ~ ---t-r : PART 1 -GENERAL 1.1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE AN ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK SHALL APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SCOPE: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. OWNER/DEVELOPER WILL OBTAIN AND PAY ALL PERMITS REQUIRED BY GOVERNING AUTHORITIES. ALL ON SITE, RECLAIMED WATER PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, RULES, AND REGULATION. ALL PIPING SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE OR CLASS INDICATING THE PRESSURE RATING. PERMITS AND LICENSES UNLESS OTHERWISE STATED, SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, AND VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF THIS SECTION. WATER METERS AND POWER METERS WILL BE THE RESPONSIBILITY OF THE OWNER AND/OR HIS REPRESENTATIVE FOR INSTALLATION AND PERMIT FEES. 1.2.1 RELATED WORK: 1. LANDSCAPING SECTION 02480 2. COMPLIANCE TO CITY OF CARLSBAD RECLAIMED WATER STANDARDS 1.2.2 QUALITY ASSURANCE .1 QUALIFICATIONS OF INSTALLERS PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED, THE MATERIAL MANUFACTURER'S RECOMMENDED METHODS OF INSTALLATION, THE CITY OF CARLSBAD RECLAIMED WATER STANDARDS AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. . 2 CODES AND STANDARDS IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS, COMPLY WITH THE LATEST RULES OF THE NATIONAL ELECTRICAL CODE AND ELECTRICAL SAFETY ORDERS OF THE STATE OF CALIFORNIA, DIVISIONS OF INDUSTRIAL SAFETY, FOR ALL ELECTRICAL WORK AND MATERIALS. REFER TO THE LATEST EDITION OF THE GREEN BOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WHERE APPLICABLE. THE CITY OF CARLSBAD RECLAIMED WATER STANDARDS, LATEST EDITIONS AND RULES AND REGULATION FOR RECLAIMED WATER SERVICE IN THE CITY OF CARLSBAD. LATEST EDITIONS ARE INCORPORATED INTO THESE SPECIFICATIONS BY REFERENCE WHERE RECLAIMED WATER IS PROPOSED. 1.3 SUBMITTALS: .1 SUBMIT COMPLETE MATERIAL LIST PRIOR TO PERFORMING ANY WORK. SUBMIT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE WHENEVER THE USE OF ITEMS DIFFERENT THAN THOSE SPECIFIED IS REQUESTED. SUBMIT NOTARIZED CERTIFICATES BY PLASTIC PIPE AND FITTING MANUFACTURERS INDICATING THAT MATERIAL COMPLIES WITH SPECIFICATIONS, UNLESS MA TIERIAL HAS BEEN PREVIOUSLY APPROVED. .2 SUBMIT MATERIAL LIST USING THE FOLLOWING LAYOUT (DOUBLE SPACED BETWEEN EACH ITEM) ITEM DESCRIPTION MANUFACTURER MODEL NO. 1. PRESSURE MAINLINE LASCO SCH. 40 2. LAWN HEAD RAINBIRD 1806-12F 3. ETC. ETC. ETC. . 3 EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR MAY BE REJECTED AND SUCH MATERIALS REMOVED FROM THE SITE AT NO EXPENSE TO THE OWNER/DEVELOPER. .4 APPROVAL OF ANY ITEMS, ALTERNATIVE, OR SUBSTITUTION INDICATES ONLY THAT THE PRODUCT($) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. .5 THE CONTRACTOR IS RESPONSIBLE FOR PERFORMANCE OF SUBSTITUTED ITEMS. IF SUBSTITUTION PROVES TO BE UNSATISFACTORY, THE CONTRACTOR SHALL REPLACE IT WITH ORIGINALLY SPECIFIED ITEM AT NO COST TO THE OWNER/DEVELOPER. 1.4 GUARANTEE: .1 SUBMIT WRITTEN GUARANTEE IN APPROVED FORM THAT ALL WORK SHOWING DEFECTS IN MATERIALS OR WORKMANSHIP WILL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER/DEVELOPER FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER/DEVELOPER. .2 THE GUARANTEE FORM SHALL BE RETYPED ONTO THE CONTRACTOR'S LETTERHEAD AND CONTAIN THE FOLLOWING INFORMATION: A. GUARANTEE FOR IRRIGATION SYSTEM -(PROJECT NAME). WE HEREBY GUARANTEE THAT THE IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLED FOR (PROJECT NAME) IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF 1 YEAR FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER/ DEVELOPER WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME, AS DETERMINED BY THE OWNER/DEVELOPER, AFTER RECEIPTS OF WRITTEN NOTICE. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE OWNER/DEVELOPER, WE AUTHORIZE THE OWNER/DEVELOPER TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. B. PROJECT: (PROJECT NAME) C. LOCATION: (LEGAL DESCRIPTION OF PROJECT PROPERTY) SIGNED: TITLE: ADDRESS TELEPHONE SIGNATURE AND DATE: APPROVED FOR PLANTING 1.5.1 INSPECTION SCHEDULE .1 IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR OBSERVATION OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AND CITY INSPECTOR IN ADVANCE FOR THE FOLLOWING INSPECTIONS, ACCORDING TO THE TIME INDICATED: A. PRE-JOB CONFERENCE -7 CALENDAR DAYS B. LOCATION OF IRRIGATION SLEEVES -48 HOURS C. LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS AND PIPING -48 HOURS D. PRESSURE MAINLINE INSTALLATION AND TESTING -48 HOURS E. CONFORMANCE TO REGULATIONS FOR RECLAIMED WATER -48 HOURS F. LATERAL TRENCH DEPTH CHECK -48 HOURS G. COVERAGE TEST -48 HOURS H. FINAL INSPECTION -48 HOURS I. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING WORK (760) 81~708 .2 WHEN INSPECTIONS HAVE BEEN CONDUCTED BY OTHER THAN THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR. SHOW EVIDENCE OF WHEN AND BY WHOM THESE INSPECTIONS WERE MADE. .3 NO INSPECTION WILL COMMENCE WITHOUT AS-BUILT DRAWINGS. IN THE EVENT THE CONTRACTOR CALLS FOR AN INSPECTION WITHOUT AS-BUil T DRAWINGS, WITHOUT COMPLETING PREVIOUSLY NOTED CORRECTIONS, OR WITHOUT PREPARING THE SYSTEM FOR INSPECTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSING THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR AT THE RATE OF $100.00 PER HOUR (PLUS ANY TRANSPORTATION COST) FOR THE INCONVENIENCE. NO FURTHER INSPECTIONS WILL BE SCHEDULED UNTIL THIS CHARGE HAS BEEN PAID. THE CITY WILL REQUIRE AS-BUILT DRAWINGS TO BE APPROVED PRIOR TO BACKFILLING MAINLINE TRENCH. 1.6 TESTING: GENERAL .1 FURNISH ALL NECESSARY TESTING EQUIPMENT AND PERSONNEL TO MEET TESTING REQUIREMENT. .2 CORRECT ALL DEFECT AND RETEST UNTIL ACCEPTANCE BY OWNER AND CITY. 1.6.1 TESTS . 1 MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF THE REPRESENTATIVE OF THE OWNER/DEVELOPER AND CITY INSPECTOR. AIR PRESSURE CHECK ALL LINES THAT COULD WEAKEN OR DAMAGE ANY MAJOR STRUCTURES OR HARDSCAPES, IF WATER WERE USED. NO PIPE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED (INCLUDING AS-BUil TS). .2 FURNISH NECESSARY FORCE PUMP AND ALL OTHER TEST EQUIPMENT, .3 TEST ALL PRESSURE MAINLINES UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I. FOR A PERIOD OF FOUR HOURS. .4 ALL TESTING SHALL BE APPROVED PRIOR TO THE INSTALLATION OF REMOTE CONTROL VALVES, QUICK COUPLERS, OR OTHER VALVE ASSEMBLIES. .5 ALL PIPING UNDER PAVED AREAS SHALL BE TESTIED UNDER A HYDROSTATIC PRESSURE OF 150 PSI. AND PROVED WATERTIGHT, PRIOR TO THE PAVING OPERATION. 1.6.2 ADJUSTING SYSTEM . 1 THE CONTRACTOR SHALL FLUSH AND ADJUST ALL IRRIGATION HEADS AND VALVES FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, BUILDINGS, WALLS AND OTHER STRUCTURES. . 2 IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKE ALL SUCH CHANGES OR MAKE ARRANGEMENTS WITH MANUFACTURER TO HAVE ADJUSTMENT MADE, PRIOR TO PLANTING . .3 ADJUST REMOTE CONTROL VALVES (BATTERY SYSTEMS) SO THAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY SPRINKLER MANUFACTURER. 1.6.3. COVERAGE TEST . 1 WHEN THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT, LANDSCAPE COORDINATOR OR CITY INSPECTOR, TO DETERMINE IF THE WATER COVERAGE FOR PLANTING AREAS IS COMPLETE AND ADEQUATE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATIED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATIE OR INAPPROPRIATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY GROUND COVER OF TURF IS PLANTED. 1.6.4 DIRECT BURIAL CONTROL WIRES . 1 ALL WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION RESISTANCE TO GROUND SHALL BE FIFTY (50) MEGAOHMS. ANY WIRING NOT MEETING THIS REQUIREMENT SHALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE. 1.6.5 FINAL ACCEPTANCE .1 WHEN ALL WORK UNDER THIS CONTRACT HAS BEEN COMPLETED, INCLUDING TESTING ADJUSTMENTS, ADDITIONS OR DELETIONS, THE CONTRACTOR WILL NOTIFY THE OWNER FOR FINAL INSPECTION AND APPROVAL. FINAL ACCEPTANCE BY THE OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF WARRANTY. 1.7 RECORD DRAWINGS: 1.7.1 RECORD DRAWINGS "AS-BUILT " AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, t,/20/03 ... <tlOWflRD ft)SOClftlf S ,,., 2835 Camino del Rio South Suite 210 DRAJ/IIN BY, JE/Mt-10/C,CS, JOB NUMBER, 020155.2 FILE, REVISIONS, San Diego, California 92108 {619)718-9660 FAX (619)718-9669 RLA #2919 P.E. EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE .1 RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS INCLUDING THOSE INVOLVING BOTH CONSTANT-PRESSURE AND INTERMITTENT-PRESSURE LINES AND APPURTENANCES. .2 ALL CONCEPTUAL OR MAJOR DESIGN CHANGES, INCLUDING ANY CHANGES THAT MAY BE AFFECTED BY THE REQUIREMENTS OF THESE STANDARD SPECIFICATIONS, SHALL BE APPROVED BY THE OWNER, LANDSCAPE ARCHITECT AND CITY INSPECTOR BEFORE IMPLEMENTING THE CHANGES IN THE CONSTRUCTION CONTRACT. WITHOUT PRIOR APPROVAL THE CONTRACTOR MAY BE REQUIRED TO REMOVE AND REPLACE PART OR ALL OF THE SYSTEM AT HIS OWN EXPENSE, TO BRING IT TO THE ORIGINALLY SPECIFIED DESIGN. FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT IN TERMINATION OF SERVICE. .3 RECORD ACCURATELY ON ONE SET OF BLACK AND WHITIE PRINTS OF THE IRRIGATION DRAWINGS, ALL CHANGES IN WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING CHANGES IN BOTH PRESSURE AND NON-PRESSURE LINE. . 4 UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. RECORD CHANGES AND DIMENSIONS IN A LEGIBLE AND PROFESSIONAL MANNER. WHEN THE DRAWINGS ARE APPROVED, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE SEPIA MYLAR DRAWINGS SUPPLIED AT COST BY THE LANDSCAPE ARCHITECT. .5 DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT) ALL ITEMS AS REQUIRED. POST INFORMATION ON AS-BUILT DRAWINGS DAY TO DAY AS THE WORK IS INSTALLED. ALL DIMENSIONS NOTED ON DRAWINGS SHALL BE 114 INCH IN SIZE. .6 UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION AND DIMENSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS. FACILITIES AND ITEMS TO BE LOCATED AND VERIFIED ON THE RECORD DRAWINGS. SHOW DIMENSIONAL LOCATION AND DEPTH OF THE FOLLOWING: A. POINT OF CONNECTION B. ROUTING OF IRRIGATION PRESSURE MAINLINES AND ALL SLEEVES (DIMENSION MAXIMUM 10 FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES.) C. GATE VALVES 0. IRRIGATION CONTROL VALVES E. QUICK COUPLER VALVES F. ROUTING OF CONTROL WIRES G. AUTOMATIC CONTROLLERS H. OTHER RELATED EQUIPMENT (AS DIRECTED BY THE LANDSCAPE ARCHITECT) .7 MAINTAIN AS-BUILT DRAWINGS ON THE SITE AT ALL TIMES. THESE DRAWINGS ARE SUBJECT TO INSPECTION AT ANYTIME. .8 MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALL-POINT PEN). USE ERADICATING FLUID WHEN REDOING DRAWINGS. CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND PROFESSIONAL MANNER. RECORD CONSTRUCTION DRAWINGS SHALL BE MAINTAINED AT THE JOB-SITE DURING CONSTRUCTION. .9 THE LANDSCAPE ARCHITIECT SHALL PROVIDE A COMPLETE SET OF 'AS-BUil r MYLARS TO THE CITY OF CARLSBAD UPON COMPLETION OF CONSTRUCTION. LANDSCAPE ARCHITECT WILL BE REQUIRED TO TRANSFER ALL AS-BUILT INFORMATION TO MYLARS. AS-BUil TS SHALL BE ON CITY ORIGINAL MYLARS. 1.7.2 CONTROLLER CHART .1 AS-BUil T DRAWINGS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE CHARTS ARE PREPARED. .2 PROVIDE ONE CONTROLLER CHART OF THE MAXIMUM SIZE CONTROLLER DOOR WILL Al.LOW, FOR EACH CONTROLLER SUPPLIED, SHOWING THE AREA COVERED BY THAT AUTOMATIC CONTROLLER AND A CORRESPONDING LEGEND OF THE EQUIPMENT INSTALLED . .3 THE CHART SHALL BE A REDUCTION OF THE ACTUAL AS-BUil T SYSTEM DRAWING. IF THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE DRAWING IS REDUCED, ENLARGE IT TO A SIZE THAT WILL BE READABLE WHEN REDUCED . .4 CHART SHALL BE BLACKLINE PRINT AND A DIFFERENT PASTEL TRANSPARENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. .5 WHEN COMPLETED AND APPROVED, HERMETICALLY SEAL THE CHART BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS THICK. .6 CHARTS SHALL BE COMPLETIED AND APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM . 1.7.3 OPERATION AND MAINTENANCE MANUALS .1 PREPARE AND DELIVER TO THE OWNER WITHIN 10 CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCRIPTIVE MATIERIAL IN COMPLETE DETAIL AND PROPERLY PREPARED IN FOUR(4) INDIVIDUAL BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. INCLUDE SPARE PARTS LIST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH MANUAL SHALL INCLUDE THE FOLLOWING: A. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER . B. DURATION OF GUARANTIEE PERIOD. C. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL REPRESENTATIVE. D. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. .2 IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEN EVIDENCE TO THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AT THE CONCLUSION OF THE WORK THAT HIS SERVICE HAS BEEN RENDERED. • 1.7.4 CHECK LIST .1 COMPLETE THE FOLLOWING CHECKLIST AT THE END OF THE PROJECT, USING THE FORMAT SHOWN: A. PLUMBING PERMITS (IF NONE REQUIRED, SO NOTE) B. MATERIALS APPROVAL C. PRESSURE MAINLINE TEST (BY WHOM AND DATE) D. AS-BUil TS DRAWINGS COMPLETED (RECEIVED BY AND DATE) E. CONTROLLER CHART COMPLETED (RECEIVED BY AND DATE) F. MATERIALS FURNISHED (RECEIVED BY AND DATE) .2 FORWARD SIGNED AND DATED CHECKLIST TO LANDSCAPE ARCHITIECT OF LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF PROJECT. 1.8 GENERAL REQUIREMENTS: 1.8.1 CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL AGENCIES AND REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE AGENCY. 1.8.2 EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. 1.8.3 CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS . 1.8.4 SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS. 1.8.5 PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. 1.8.6 ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. 1.8.7 DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS. 1.8.8 POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. 1.8.9 PERMISSION TO SHUT OFF ANY EXISTING IN-USE WATER LINES MUST BE OBTAINED 48 HOURS IN ADVANCE, IN WRITING FROM THE OWNER/DEVELOPER. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER/DEVELOPER, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF. 1.8.10 CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS . 1.8.11 MAINTIENANCE. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION FOR A PERIOD OF 7 DAYS PRIOR TO ANY PLANTING. 1.8.12 THE WORK SHALL BE ACCEPTIED IN WRITING WHEN THE ENTIRE SCOPE OF WORK HAS BEEN COMPLETED TO THE SATISFACTION OF THE OWNER. NO ALLOWANCE FOR DEVIATION FROM THE ORIGINAL PLANS AND SPECIFICATIONS WILL BE MADE UNLESS PREVIOUSLY APPROVED BY THE OWNER. WHEN ANY ITEM APPEARS ON THE PLAN AND NOT IN THE SPECIFICATIONS, OR IN THE SPECIFICATIONS AND NOT ON THE PLANS, IT SHALL BE CONSIDERED IN BOTH. WHEN CONFLICTS ARISE, CONSULT THE LANDSCAPE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING. THE OWNER OR HIS AUTHORIZED REPRESENTATIVE SHALL HAVE THE FINAL AUTHORITY ALL ITEMS OF THE PROJECT. 1.8.13 SERVICE BY THE CONTRACTOR: THE CONTRACTOR SHALL SERVICE THE SYSTEM AT THE OWNER'S REQUEST DURING THE GUARANTEE PERIOD AND SHALL BE PAID FOR WORK PERFORMED WHICH IS NOT COVERED BY THE GUARANTEE. IF REQUESTIED BY THE OWNER, THE CONTRACTOR SHALL FURNISH THE OWNER WITH A SCHEDULE OF SERVICE FEE FOR ADDITIONAL WORK REQUESTED OUTSIDE OF THE GUARANTEE. THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A PROFESSIONAL WATIER MANAGEMENT COMPANY APPROVED BY THE IRRIGATION DESIGNER AND PROVIDE SUPPORT SERVICES FOR THE FOLLOWING IRRIGATION EQUIPMENT: EXCESS FLOW SENSING AUTO-RAIN SHUT OFF AND CALIBRATING SENSORS FOR EXCESS FLOW. INSPEGT AND TEST CONTROLLERS AND GROUND FAULT . PROVIDE TECHNICAL SUPPORT ON THE JOB SITE AS REQUESTED BY CONTRACTOR FOR CONTROLLERS, EXCESS FLOW SENSING AND AUTO-RAIN SHUT OFF SENSING SYSTEMS. TRAINING IN OPERATION OF ALL EQUIPMENT . FIVE YEAR LIMITED FIELD SERVICE WARRANTY FOR CONTROLLERS AGAINST ORIGINAL DEFECTS IN MATERIALS AND WORKMANSHIP. WARRANTY SHALL BE PROVIDED IN WRITING. AVAILABLE THROUGH HYDROSCAPE PRODUCTS -STEVE MCCLEAN (619)560-1600. G. OPERATION AND MAINTENANCE MANUALS FURNISHED (RECEIVED BY AND DATE) H. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED B:.:,1-Y~:A~N:D~DjA~T:E~)==]====================================r=====J=====]=====Jc===:,-;:::;::;;;;::::;--;:::::;::;;;;~;;:::::::;::;;;;=::;;:;:;;::;;;:::::;;;::;;;;:::::;:::;;;;::::;-;::;:;:;::~~ I. MANUFACTURER WARRANTEES (RECEIVED BY ANO DATE) I uiJ Lill J. WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY AND DATE) CITY OF CARIS BAD BENCHMARK: - DESCRIPTION: STANOARO 11-10 STREET CENT£RUN£ lll1.1. ll(NJl,l£NT LOCATION: CENT£RUN£ OF El CANINO IIE'AL AT ENGINEER's STA llCW -15-(.+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVE'f.S (Na COUNTY '£HT. CONTRa. DATA) ELEVATION: 68.-179 OATl/1,1: NGVO OF 1929 l----+--+---------------1----+------,l----+---i 1 PLANNING DEPARTMENT 9 IRRIGATION SPECIFlCATIONS FOR: Colovero Hills II Village U 1---+--+-------------+---jf-----jf----+---l ~RO~E1/~,..... 3-IS:O'I ..!/!S~S~ll:!STgAc,-N,:!cT~P,CLA~N[IIN:,-IN--G---DI __ R __ EC"'T::-::0--R_____ DATE CATE INmAl ENGINEER OF WORK REVISION DESCRIPTION CATE INITIAL CATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: ~ PROJECT NO. DRAWING NO. ~g :/E CT-01-04 407-6L CMWO PART 2 -PRODUCTS 2.1 MATERIALS: ALL MATERIALS AND EQUIPMENT USED IN SPRINKLER IRRIGATION WORK SHALL BE NEW ANO WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED. 2.1.1 PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. .1 POLYVINYL CHLORIDE PIPE ("CYCLE FLOW') FOR NON-POTABLE WATER: (1) PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL FOUR (4) INCH AND SMALLER SHALL BE PURPLE COLORED PVC MEETING ASTM-1784, TYPE 1, GRADE PVC-1120, CELL CLASS 1254B. PIPE, ASTM 2241 FOR SDR CLASS PIPE, ASTM 2672 FOR "CYCLE FLOW". PRESSURE MAINLINE: 1-1/2" AND SMALLER PIPE -SCHEDULE 40 PVC 2" AND LARGER PIPE-CLASS 315 PVC, SDR-15.5 NON-PRESSURE LATERAL: ALL NON-PRESSURE PIPE -CLASS 200 PVC PIPE TYPE I, GRADE I PVC PIPE: OUTSIDE DIAMETER OF PIPE SHALL BE THE SAME AS IRON PIPE. PIPE SHALL BE MARKED ON TWO SIDES OF THE PIPE AT 24" INTERVALS WITH "CAUTION RECLAIMED WATER". SCHEDULE 40 PIPE SHALL NOT BE THREADED. SOLVENT SHALL BE AS SUPPLIED BY PIPE MANUFACTURER. PIPE SHALL BE PURPLE IN COLOR. . 2 BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. 2.1.2 FITTINGS AND CONNECTIONS: . 1 FITTINGS FOR PVC PIPE FOUR (4) INCHES AND LARGER: THE COUPLING SHALL BEAN INTEGRAL PART OF THE PIPE BARREL. IT SHALL CONSIST OF A THICKENED SECTION WHICH HAS AN EXPANDED BELL WITH GROOVE TO RETAIN A RUBBER SEALING RING OF UNIFORM CROWN SECTION. FITTINGS SHALL BE JOHNS-MANVILLE RING TITE PVC FITTING, PACIFIC WESTERN OR EQUAL. .2 POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDER THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND D2466. .3 BRASS PIPE FITTINGS ANO CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. 2.1.3 RISERS: .1 ALL SPRINKLER HEADS SHALL HAVE RISERS ANO SWING JOINTS AS SHOWN IN THE DETAIL DRAWINGS. ALL RISERS AND SWING JOINTS SHALL USE MARLEX FITTINGS AND SCHEDULE 80 PVC RISERS OR NIPPLES. 2.1.4 FITTINGS: . 1 FITTINGS, IN GENERAL, FOR ALL INSTALLATIONS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT PRICE AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL OF REQUIRED FITTINGS TO COMPLETE THE CONTRACT. .2 ALL FITTINGS FOR PIPE THREE (3) INCHES AND SMALLER SHALL BE SCHEDULE 40. .3 ALL TEES FOR THE INSTALLATION OF SWING JOINTS WILL BE INSTALLED WITH DURA, LASCO TEE OR EQUAL. 2.1.5 AUTOMATIC CONTROL WIRE: . 1 ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE NO. 14 SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4/64 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR CODE WIRES TO EACH CONTROLLER, COMMON WIRE SHALL BE WHITE NO. 14 SOLID, SINGLE CONDUCTOR WIRE, 4/64 INCH INSULATION, 4164 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL. 2.1.6 MONITORING DEVICES .1 ALL MONITORING DEVICES SUCH AS FLOW ANO PRESSURE MEASURING DEVICES, SHALL BE AS SHOWN ON DRAWINGS. 2.1.7 120 VOLT WIRE TO CONTROLLER .1 120 VOLT WIRE SHALL BE PER LOCAL CODE AS TYPE, SIZE ANO QUALITY. INSTALL U.L. APPROVED CONDUIT A MINIMUM OF 24" BELOW GRADE FROM THE ELECTRIC METER TO CONTROL UNITS OR OTHER REQUIRED SERVICES. ALL SPLICES TO BE IN APPROVED PULL BOXES. ALL WIRES TO BE TWIN COPPER OR OTHER DESIGNATION AS REQUIRED BY CODE. 2.1.8 AUTOMATIC CONTROLLER: . 1 AUTOMATIC CONTROLLER: FULLY AUTOMATIC IN OPERATION AND CAPABLE OF OPERATING THE NUMBER OF STATIONS OF REMOTE CONTROL VALVES AS NOTED. .2 CONTROLLER ENCLOSURE ASSEMBLY: PEDESTAL MOUNTED AS NOTED, WITH A SEPARATE STAINLESS STEEL ENCLOSURE, TERMINAL STRIP, ON/OFF DISCONNECT SWITCH W/110 VOLT GROUNDED OUTLET, RAINGUARD AUTO-RAIN SHUT-OFF DEVICE AND LOCKING, HINGED COVER. AVAILABLE FROM HYDROSCAPE PRODUCTS INC. 5805 KEARNY VILLA RD., SAN DIEGO, CALIFORNIA (858)560-1600. . 3 AUTOMATIC CONTROLLERS SHALL BE OF THE TYPE AND MANUFACTURERS SHOWN ON THE DRAWINGS AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND DETAIL DRAWINGS. .4 ALL CONTROLLERS SHALL BE GROUNDED BY COPPER CLAD GROUNDING ROD AND GENERAL ELECTRIC LIGHTNING ARRESTOR #9L 15DCB002 (50 OHMS RESISTANCE REQUIRED) 2.1.9 REMOTE CONTROL VALVES, ELECTRICAL . 1 THE ELECTRIC REMOTE CONTROL VALVES (PRESSURE REGULATING) SHALL BE OF THE STYLE AND MANUFACTURER'S SHOWN ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED PER DETAILED DRAWINGS AND MANUFACTURER'S RECOMMENDATION. .2 VALVES SHALL BE INSTALLED A MINIMUM OF 6" FROM ALL FIXED OBJECTS AND 12" APART FROM EACH OTHER. 2.1.10 MASTER VALVE .1 SHALL BE OF THE STYLE AND MANUFACTURER'S SHOWN ON THE DRAWINGS, AND INSTALLED PER DETAILS, DRAWINGS AND MANUFACTURER'S RECOMMENDATIONS. 2.1.11 VALVE BOX: .1 ALL VALVES INCLUDING PRESSURE REGULATING VALVES, MASTER VALVES, REMOTE CONTROL VALVES, GATE VALVES, AND QUICK COUPLER VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS. ALL SHALL BE MARKED "PRV", "MV", "RCV", "CV", OR "DF" RESPECTIVELY WITH STATION NUMBERS FOR CONTROL VALVES EMBOSSED ON THE VALVE COVER. ALL SHALL STATE "RECLAIMED WATER" IN ENGLISH AND SPANISH. (RCV BOXES SHALL HAVE LOCKING COVERS) OTHER BOXES SUCH AS PULL BOXES, ETC. SHALL BE MARKED ACCORDINGLY. VALVE BOXES SHALL BE PURPLE IN COLOR. 2.1.12 SPRINKLER HEAD: 2.1.13 QUICK COUPLER VALVES (NOt,J.POTABLE): .1 QUICK COUPLING VALVES SHALL BE AS SPECIFIED ON THE DRAWINGS. EACH QUICK COUPLER SHALL HAVE A MOLDED VINYL LOCKING COVER WITH ACME THREADS FOR RECLAIMED WATER SERVICE. .2 UPON COMPLETION OF THE CONTRACT AND PRIOR TO FINAL ACCEPTANCE, SUPPLY THE OWNER WITH QUICK COUPLER KEYS AND HOSE ELLS OF THE QUANTITY CALLED FOR IN IRRIGATION SECTION 2.1.22. THE KEYS AND HOSES ELLS SHALL BE OF THE SAME MANUFACTURER AS THE COUPLING VALVE. .3 SHALL BE 1" SIZE AS MANUFACTURED BY NELSON SPRINKLERS CO. 2.1.15 GATE VALVES: .1 GATE VALVES THREE (3) INCHES AND SMALLER SHALL BE 150 POUND BASE, ALL BRASS/BRONZE CONSTRUCTION, SINGLE WEDGE DISC, INTEGRAL TAPER SEATS, NON-RISING STEM, SCREWED BONNETS, BRONZE CROSS HANDLE AND A BRASS/BRONZE GROUND JOINT UNION CONNECTION AT THE DOWNSTREAM OUTLET. VALVES SHALL BE CAPABLE OF BEING REPACKED WHILE UNDER PRESSURE. . 2 GATE VALVES FOUR (4) INCHES AND LARGER SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF SECTION 2.01 .08 OF THE STANDARD SPECIFICATIONS OF THE CITY OF SAN DIEGO, DOCUMENT NO. 727731 . .3 SHALL BE SIMILAR TO THOSE MANUFACTURED BY KENNEDY, STOCKHAM, NIBCO OR APPROVED EQUAL. 2.1.16 MANUAL CONTROL VALVE: .1 MANUAL CONTROL VALVE3/4" AND 1" SIZE SHALL BE MADE OF HEAVY DUTY BRASS WITHA WHEEL HANDLE AND RATED TO 150 PSI. 2.1.17 ATMOSPHERIC VACUUM BREAKER: .1 ATMOSPHERIC VACUUM BREAKER 3/4" AND 1" SIZE SHALL BE MADE OF HEAVY DUTY BRASS CONSTRUCTION PREVENTING BACKFLOW OF WATER INTO FRESH WATER LINES. OPERATING PRESSURE OF 15 TO 150 PSI AND SHALL BE MANUFACTURED BY THE SAME MANUAL CONTROL VALVES LISTED ABOVE. 2.1.18 BACKFLOW PREVENTER: UNIT SHALL BE AS SHOWN ON PLANS. 2.1.19 CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. 2.1.20 BACKFILL SHALL BE CLEAN FILL SOIL WITH NO ROCKS OR CLODS 1/2" OR LARGER. 2.1.21 WARNING TAPE: .1 SHALL BE PLASTIC TAPE PREPARED WITH SILVER PRINTING ON A PURPLE FIELD HAVING THE WORDS, "CAUTION: RECLAIMED WATER LINE BELOW". THE OVERALL WIDTH SHALL BE 3 INCHES. .2 WARNING (CAUTION) TAPE SHALL BE MANUFACTURED BY THOR ENTERPRISE, INC., P.O. BOX 450 SUN PRAIRIE, WISCONSIN, 53590, (608) 837-7197 . 2.1.22 WARNING LABELS & SIGNS: SHALL BE APPROVED BY THE DISTRICT ENGINEER TO BE INSTALLED ON DESIGNATED FACILITIES. FACILITIES SUCH AS CONTROLLER ENCLOSURE AS DESIGNATED BY THE DISTRICT ENGINEER OR INSPECTOR. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS. 2.1.23 WARNING TAGS: ALL RECLAIMED WATER SPRINKLER CONTROLS VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS . 2.1.24 CONTRACTOR SHALL PROVIDE TO THE OWNER: . 1 THREE (3) CONTROL VALVE KEYS. .2 FOUR (4) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. .3 TWO (2) 48" TEE WRENCHES FOR OPERATING BALL VALVES. . 4 FIVE (5 EA.) QUICK COUPLER KEYS AND FIVE (5 EA.) HOSE BIB ASSEMBLIES (POTABLE & NON-POTABLE). . 5 FIVE (5) KEYS FOR OPENING AND LOCKING EACH AUTOMATIC CONTROLLER. 2.1.25 WYE STRAINER SHALL BE OF BRONZE BODY WITH SCREW FITTINGS. SEE DETAILS AND DRAWINGS. 2.1.26 IN-LINE PRESSURE REGULATOR SHALL BE AS SPECIFIED ON DRAWINGS. 2.1.27 SURGE ARRESTORS SHALL BE AS SPECIFIED ON DRAWINGS. PART 3 -EXECUTION 3.1 GENERAL REQUIREMENTS: 3.1.1 LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE INSTALLATIONS. 3.1.2 INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 3.1.3 LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE DIGGING TRENCHES. 3.1.4 REFER TO THE CITY OF CARLSBAD STANDARDS FOR RECLAIMED PIPE INSTALLATION. ALL CITY OF CARLSBAD STANDARDS TAKE PRECEDENCE OVER PLANS AND SPECIFICATIONS FOR THE PROJECT UNLESS NOTED AND APPROVED. 3.2 INSTALLATION OF IRRIGATION SYSTEM: 3.2.1 EXCAVATION AND BACKFILLING OF TRENCHES: .1 EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. .2 DEPTH OF TRENCH: POLYVINYL CHLORIDE PRESSURE LINE (LESS THAN 3")-18" MINIMUM PRESSURE MAINLINES (3" AND UP TO 5-1/2") • 24" MINIMUM POLYVINYL CHLORIDE NON-PRESSURE LINE -12" MINIMUM CONTROL WIRE -18" MINIMUM .3 TRENCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD: (1) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE SIDE. .4 SUBSOIL SHALL BE FREE OF ALL ROCKS AND CLODS 1/2 INCH IN DIAMETER, DEBRIS, AND LITTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL. .5 REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS . .7 BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS 1/2" AND LARGER. .8 CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE DRAINAGE SWALES. CONTRACTOR SHALL JACK OR BORE UNDER SWALE TYPICAL. 3.2.2 UNDER EXISTING AND/OR PROPOSED PAVEMENT .1 TRENCHES LOCATED UNDER AREAS WHERE PAVING, ASPHALTIC CONCRETE OR CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH CLEAN FILL SOIL, IN A SLEEVE AND COMPACTED IN LAYERS TO 95% COMPACTION, USING MANUAL OR MECHANICAL TAMPING DEVICES. TRENCHES FOR PIPING WHICH ARE NOT UNDER PAVING SHALL BE COMPACTED TO EQUAL COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL AND SHALL BE LEFT FLUSH WITH THE ADJOINING GRADE. THE IRRIGATION CONTRACTOR SHALL SET IN PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO PAVING WORK. .2 PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING OR HYDRAULIC DRIVING. HOWEVER, NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER ASPHALT PAVING. .3 PROVIDE FOR A MINIMUM COVER OF 18 INCHES FOR 2-1/2" PIPE AND LESS, 24" COVER FOR 3"-5-1/2" PIPE. SEE LEGEND FOR SLEEVE REQUIREMENTS . . 4 SECURE PERMISSION FROM THE OWNER/DEVELOPER BEFORE CUTTING OR BREAKING EXISTING PAVEMENT. ALL NECESSARY REPAIRS AND REPLACEMENTS SHALL BE APPROVED BY OWNER/DEVELOPER, AND SHALL BE AT NO ADDITIONAL COST TO OWNER/DEVELOPER. 3.2.3 INSTALLATION OF POLYVINYL CHLORIDE PIPE: .1 BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. .2 THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USED, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. .3 ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING. .4 TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-EDGED OBJECTS. .5 PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. .6 PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. .7 CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. .8 NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTION HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. .9 PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH . .10 PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY . .11 SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATION . .12 ALL PRESSURE PIPE 3" OR LARGER SHALL HAVE THE CORRECT SIZED CONCRETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT; AT GATE VALVES, TEES, ELBOWS, CROSSES AND ENDS OF PIPE RUNS; OR WHEREVER THE CITY ENGINEER DEEMS ONE TO BE NECESSARY. THRUST BLOCK SHALL BE INSTALLED AS PER DETAIL. 3.2.4 INSTALLATION OF BRASS PIPE: .1 CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION . REAM AND REMOVE ROUGH EDGES OR BURRS SO SMOOTH AN UNOBSTRUCTED FLOW IS OBTAINED. .2 CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. 3.2.5 REMOTE CONTROL WIRING: .1 DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND SPECIFIED HEREIN BEFORE. .2 PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 2-FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES. .3 INSTALL CONTROL WIRES AT LEAST 18" BELOW FINISH GRADE . .4 INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. .5 CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS OF MORE THAN 300 FEET, SPLICES AS FOLLOWS: (1) STRIP OFF MINIMUM OF 2-112 INCHES OF INSULATION FROM EACH WIRE. (2) CONNECTING AND SPLICING OF WIRE AT THE VALVES SHALL BE MADE USING DURA SEAL CRIMP SPLICES AS MANUFACTURED BY RAYCHEM CORPORATION. CONTRACTOR SHALL REFER TO RAYCHEM INSTALLATION PROCEDURES USING ULTRATORCH 3 HEATING TOOL. NO OTHER SPLICES WILL BE ALLOWED. 3.2.6 AUTOMATIC CONTROLLER: .1 AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN AND DIRECTED. CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION AND TESTING PURPOSES. .2 CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN THE PEDESTAL OF THE CONTROLLER. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN IN SO FAR AS POSSIBLE. .3 ELECTRICAL WIRING SHALL BE IN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. A CERTIFIED ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WIRING TO THE SUB-PANELS, CLOCKS, OR ELSEWHERE AS REQUIRED, IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT SWITCH SHALL BE INCLUDED. .4 CONTROLLER SHALL BE INSTALLED WITH VANDAL-RESISTANT ENCLOSURES AS CALLED FOR ON THE DRAWINGS (STAINLESS STEEL) AS PROVIDED BY THE MANUFACTURER ON ADEQUATE CONCRETE FOUNDATION. 3.2.7 VALVES: .1 ALL VALVES SHALL BE INSTALLED AS SHOWN IN THE DETAILS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED BY THE CITY OF CARLSBAD FOR IDENTIFICATION, PER RECLAIMED WATER STANDARDS, IF USED. .2 ALL AUTOMATIC VALVES SHALL BE SIZED AS SHOWN ON PLANS. GATE VALVES SHALL BE LINE SIZE. .3 INSTALL EACH CONTROL VALVE IN A SEPARATE VALVE BOX WITH A MINIMUM OF 12" SEPARATION BETWEEN VALVES AND 6" FROM ANY FIXED OBJECT OR STRUCTURE . 3.2.8 VALVE BOX: .1 INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX . VALVE BOXES INSTALLED NEAR WALKS SHALL ABUT FROM THOSE ITEMS AND THE TOP SURFACES SHALL BE FLUSH WITH ITEMS LISTED ABOVE. .2 ALL BOXES ARE TO BE MARKED AS TO THE TYPE OF VAL VE, CONTROL STATION NUMBER IF APPLICABLE AND IDENTIFIED AS REQUIRED, PER RECLAIMED STANDARDS. 3.2.9 SPRINKLER HEADS: .1 ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. .2 NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO DO SO. 3.2.10 QUICK COUPLER ASSEMBLY: .1 INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET ALL VALVES PLUMB AND TRUE TO FINISH GRADE AND A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. .2 INSTALL ALL QUICK COUPLERS IN 6" DIAMETER ROUND VALVE BOXES. 3.2.11 GATE VALVES & BALL VALVES: .1 INSTALL WHERE SHOWN AS DETAILED. 3.2.12 WARNING TAPE: WARNING TAPES SHALL BE INSTALLED DIRECTLY ON TOP OF THE PIPE LONGITUDINALLY AND SHALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE AND SHALL BE FASTENED TO EACH PIPE LENGTH BY PLASTIC TAPE BANDED AROUND THE PIPE WITH FASTENERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THE TRENCH SHALL HAVE FLAPS SUFFICIENT FOR CONTINUOUS COVERAGE. ALL RISERS BETWEEN THE MAINLINE AND CONTROL VALVES SHALL BE INSTALLED WITH WARNING TAPE. A SECOND WARNING TAPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECLAIMED WATER LINE. 3.2.13 WARNING LABELS & SIGN: INSTALL WHERE SHOWN AS DETAILED 3.2.14 WARNING TAGS: INSTALL WHERE SHOWN AS DETAILED 3.2.15 BACKFLOW PREVENTER: .1 BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAWINGS, AND SHALL CONFORM TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS. .2 EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE BY THE LANDSCAPE ARCHITECT . 3.2.16 IN-LINE PRESSURE REGULATORS: .1 ADJUST AND INSTALL PER PLANS AND DETAILS. 3.2.17 SURGE ARRESTOR: .1 INSTALL PER PLANS AND DETAILS. 3.3 CLEAN-UP: AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS DAILY OR AS NECESSARY. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE PLANTINGS. .1 SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS. ALL SPRINKLER HEADS ARE TO HAVE FACTORY BUILT IN CHECK VALVES OR A CHECK VALVE UNDER EACH HEAD. SPRINKLER HEADS SHALL HAVE A FACTORY COLORED "PURPLE RECLAIMED WATER" DESIGNATION AS A PART OF THE SPRINKLER OR IF NOT AVAILABLE BE PAINTED PURPLE AS DIRECTED BY THE CITY OF CARLSBAD. . 6 BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, £ TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% ....... COMPACTION HAS BEEN ACHIEVED. ctlOWflQD ft)SOClflltS t----+---+------------+---+----1---+----I I S1HE2ET I CITY OF CARLSBAD I SH3EE9TS I PLANNING DEPARTMENT ~l::RR;:IG;:A::Tl::ON~SP::::E:::Cl::Fl::CA::::Tl::::O=NS:::::FO::::R=, =========='--'==~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "".~\ DATE / * ._/ >-'\ 1/91/04 ~ ...,-7: EXP, DATE_✓,::~ OF CA'--1"o DATE, b/'20/09 DR~N BY, JE/MfvfO/C.cS- JOB NUMBER, 02.oes.2 FILE, REVl510N5, T 2835 Camino dol Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 "AS-BUILT " P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE BENCHMARK: DESCRIPTION: STANlJAHO Al-10 S11/££T CENTEl?I../NE lllli AHMIJIENT LOCATION: CENTFRUN£ OF El CANINO RtAL AT ENGINEER's STATTON -154+92 PER R. S 1800-1 RECORD FROM: COIJNTY BENCH /..flfl.S (Na COUNTY le?T. CONTRa. OA TA) ELEVATION: 68..f.19 OA 11111: NCWJ OF 1929 DATE INmAL DATE DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Calavera Hills II Village U I ,\Pf'ROVaQ A ~-A~~y~~",.---,---,--------37.S:Oo/ ASSISTANT PLANNING DIRECTOR DATE OWN BY: II I PROJECT NO. I DRAWING NO. ~:g ~~~=JE __ 1 .... _c_r_o_t_-_o_'4 ___ 407-6L CMWD PRESSURE LOSS CALCULATION PROJECT NAME: Calavera Hills II -Village U DATE: 6/30/03 WATER DISTRICT: CMWD HGL: 580 METER DESIGNATION: P.O.C. #16 METER LOCATION: College Blvd Sta. 63+30 METER SIZE: 1-1/2" METER ELEVATION: 375' STATIC PRESSURE@ METER: 78 VALVE#: N-8 VALVE SIZE: 2" PIPE PIPE PSI LATERAL LINE SECTION TYPE SIZE LENGTH GPM LOSS A CL200 3/4" 40' 8.4 1.14 B CL200 1" 20' 16.8 0.62 C CL200 1-1/4" 35' 22.3 0.63 D CL200 1-1/2" 35' 35.5 0.77 E CL200 2" 120' 53.6 2.06 F CL200 2-1/2" 100' 67.5 1.00 A. TOTAL LATERAL SYSTEM LOSS 6.22 MAIN LINE PIPE SECTION PIPE TYPE PSI SIZE LENGTH GPM LOSS A CL315 3" 475 67.5 2.28 B. TOTAL MAINLINE SYSTEM LOSS MISCELLANEOUS LOSS/ GAIN WATER METER: BACKFLOW PREVENTER: MASTER CONTROL VALVE: FLOW SENSOR: BALL VALVE(S): CONTROL VALVE: HEAD LOSS / GAIN IN SYSTEM: C. TOTAL MISC. LOSS/ GAIN D. TOTAL SYSTEM LOSS/ GAIN (A+B+C) E. FITTING LOSSES (15% OF TOTAL LOSSES) F. MIN. REQ. PRESSURE AVAILABLE AT METER HEAD G. DESIGN PRESSURE (D+E+F) H. PRESSURE AVAILABLE AT METER I. RESIDUAL PRESSURE (H-G) APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 2.28 9.8 12.5 3.00 1.00 3.00 3.00 -18.62 13.68 22.18 3.33 50 75.51 88 12.5 DATE, 6/20/09 DRAf'-IN 6"!', JE/JvlM0/C,G Joe NUMBER, 02oe,5_2 FILE, REVl510N5, PRESSURE LOSS CALCULATION PROJECT NAME: Calavera Hills II -Village U DATE: 6/30/03 WATER DISTRICT: CMWD HGL: 580 METER DESIGNATION: P.O.C. #24 METER LOCATION: College Blvd Sta. 64+00 METER SIZE: 1-1/2" METER ELEVATION: 374' STATIC PRESSURE@ METER: 89 VALVE#: R-1 VALVE SIZE: 2" LATERAL LINE PIPE SECTION PIPE TYPE PSI SIZE LENGTH GPM LOSS A B C CL200 CL200 CL200 A. TOTAL LATERAL SYSTEM LOSS MAIN LINE PIPE SECTION A PIPE TYPE CL315 B. TOTAL MAINLINE SYSTEM LOSS MISCELLANEOUS LOSS / GAIN WATER METER: BACKFLOW PREVENTER: MASTER CONTROL VALVE: FLOW SENSOR: BALL VALVE(S): CONTROL VALVE: HEAD LOSS / GAIN IN SYSTEM: C. TOTAL MISC. LOSS/ GAIN 3/4" 70' 8.55 2.10 2" 8' 33.05 0.25 2-1/2" 5' 71.0 0.06 2.41 PSI SIZE LENGTH GPM LOSS 3" 210' 71.0 1.16 1.16 9.8 12.5 3.00 1.00 3.00 3.00 0.00 32.30 D. TOTAL SYSTEM LOSS/ GAIN (A+B+C) 35.87 E. FITTING LOSSES (15% OF TOTAL LOSSES) 5.38 F. MIN. REQ. PRESSURE AVAILABLE AT METER HEAD 30 G. DESIGN PRESSURE (D+E+F) 71.25 H. PRESSURE AVAILABLE AT METER 89 I. RESIDUAL PRESSURE (H-G) 17.7 .. ctlOWflRD ft~SOClftltS "AS-BUILT " T 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 P.E. EXP ___ _ REVIEWED BY: INSPECTOR DATE DATE PRESSURE LOSS CALCULATION PROJECT NAME: Calavera Hills II -Village U DATE: 6/30/03 WATER DISTRICT: CMWD HGL: 580 METER DESIGNATION: P.O.C. #15 METER LOCATION: College Blvd Sta. 64+50 METER SIZE: 1-1/2" METER ELEVATION: 374' STATIC PRESSURE@METER: 89 VALVE#: Q-1 . VALVE SIZE: 2" PIPE PIPE LATERAL LINE SECTION TYPE SIZE LENGTH A CL200 3/4" 90' B CL200 1" 17.0 C CL200 1-1/4" 51' D CL200 1-1/2" 88' E CL200 2" 10' F CL200 2-1/2" 20' A. TOTAL LATERAL SYSTEM LOSS PSI GPM LOSS 10 3.88 17 1.03 24.7 1.08 27.3 1.14 42.6 0.05 69.9 0.25 7.43 MAIN LINE PIPE SECTION PIPE TYPE PSI SIZE LENGTH GPM LOSS A CL315 3" 985 69.9 5.42 B. TOTAL MAINLINE SYSTEM LOSS 5.42 MISCELLANEOUS LOSS/ GAIN WATER METER: 9.8 BACKFLOW PREVENTER: 12.5 MASTER CONTROL VALVE: 3.00 FLOW SENSOR: 1.00 BALL VALVE(S): 3.00 CONTROL VALVE: 3.00 HEAD LOSS/ GAIN IN SYSTEM: -27.71 C. TOTAL MISC. LOSS/ GAIN 4.59 D. TOTAL SYSTEM LOSS/ GAIN (A+B+C) 17.44 E. FITTING LOSSES (15% OF TOTAL LOSSES) 2.62 F. MIN. REQ. PRESSURE AVAILABLE AT METER HEAD 30 G. DESIGN PRESSURE (D+E+F) 50.06 H. PRESSURE AVAILABLE AT METER 89 I. RESIDUAL PRESSURE (H-G) 38.9 PRESSURE LOSS CALCULATION PROJECT NAME: Calavera Hills II -Village U DATE: 6/30/03 WATER DISTRICT: CMWD HGL: 580 METER DESIGNATION: P.O.C. #17 METER LOCATION: College Blvd Sta. 82+00 METER SIZE: 1-1/2" METER ELEVATION: 296' STATIC PRESSURE@METER: 122 VALVE#: F-2 VALVE SIZE: 2" LATERAL LINE PIPE SECTION A B C D E PIPE TYPE CL200 CL200 CL200 CL200 " A. TOTAL LATERAL SYSTEM LOSS MAIN LINE PIPE SECTION A PIPE TYPE CL315 B. TOTAL MAINLINE SYSTEM LOSS MISCELLANEOUS LOSS/ GAIN WATER METER: BACKFLOW PREVENTER: MASTER CONTROL VALVE: FLOW SENSOR: BALL VALVE(S): CONTROL VALVE: HEAD LOSS / GAIN IN SYSTEM: C. TOTAL MISC. LOSS/ GAIN PSI SIZE LENGTH GPM LOSS 3/4" 38' 5.5 .46 1" 40' 11 .62 1-1/4" 82 22 1.48 1-1/2" 40' 27.5 .58 2-1/2" 121' 68.2 .5 3.64 PSI SIZE LENGTH GPM LOSS 3" 1435 65.2 6.89 3.19 9.8 12.5 3.00 1.00 3.00 3.00 -15.60 16.70 D. TOTAL SYSTEM LOSS/ GAIN (A+B+C) 23.53 E. FITTING LOSSES (15% OF TOTAL LOSSES) 3.53 F. MIN. REQ. PRESSURE AVAILABLE AT METER HEAD 50 G. DESIGN PRESSURE (D+E+F) 77.06 H. PRESSURE AVAILABLE AT METER 122 I. RESIDUAL PRESSURE (H-G) 44.9 l---+---l-------------+---+-----1-----1-----1 Cm CITYPLA~NtG ~E¾,_~~~AD ~ BENCHMARK: DESCRIPTION: STANDARD M-10 STREU C£NTEHI.INE llfl.L MONIJMENT LOCATION: C£NTEHI.INE OF El CAMINO REAL AT ENGINEER'S STA170N 454+92 PtR R. S 1800-1 RECORD FROM: COUNTY BENCH l.flEI.S (Na COUNTY !CRT. CONTROL OA TA) ELEVATION: 68.,f.79 OATIJM: NGJ,fJ OF 1929 IRRIGATION CALCULATIONS FOR, Calavera HIiis II Villagt1 U l----+---+--------------+---+----l--+---1:::::c:=:=:===::=;:==============~ 1----+---+--------------+---+----1---1-----1 ~ JROVn ~ __;fh_~.~7~1'~~, ______ 3-IS-01/ ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: -:mm:::::::: I PROJECT NO. ~8 ~;JE CT-01-04 I DRAWING NO. 407-6L CMWD __ -__ ' ! ~AILIN6 >'llNP AXIS 0 "11'1!:E PLANTI!D Pl:lt. DETAIL .. I ..-..,.~~ -.:=====~ 0 STAKE !!IEl.01"1 Cl'tO>'lN OF TREE ... '----,r PLAN VIEW :,CCTIQN NOT TO SCALE 0 ">'lONDEl't Tl't!!E TIES" OR APPROVED EGlUAL. 5EalRE >'llTH lf>d 6ALVANIZED NAIL (5 TOTAL) 0 2" DIA~ X 10' LON6 LOD6EPOLE PINE 5T AKE (2 TOT AL) © l'tOOTI:!ALL NOTE, ALSO SEE TREE/5HFIJJ6 PLANTl!a DETAIL SECTION 0 = EIA-ll!ll, 1"1" DEEP "610-6"""'-ll!ll' 0 PAVED ~ACE ® 'TF'EETRUNK 0 PINI~ 5111.ADE ® =EIALI... NOTI!:, @ TREE STAKING Ato-------® ROOT BARRIER CONTRACTOR TO 5UeMIT SAMPLE OF ROOT EIARRIER TO CITY IN5PECTOR FOR APPROVAL PRIOR TO IN5TAJ..J..ATION. NOTTO SCALE 5EC.TIQN NOT TO SCALE NOTE, ALSO 5EE TREE 5TAKINe DETAIL 0 TREE OR 5HRLIEI ROOTEIALL 0 Dl6 HOLE 2X YIIIDTH AND DEPTH OF ROOTEIALL AND FIJ..J.. YIIITH YIIATER AND AJ..LOYII TO PERC-OLA TE INTO 5U650I L. ® FILL HOLE YIIITH 6" DEPTH NATIVE EIAC.KFILL MATERIAL. TAMP AND MOUND 5Ll6HTL Y. 0 5ET ROOT EIALL IN HOLE: 50 THAT ROOT CROYIIN 15 I" AeovE FINl5H 6RADE. 0 t=!f:PLAC,E EIACKFIJ..J.. MATERIAL (PER 501L5 REf'ORT) UP TO 219 THE: HE:I6HT OF THE: ROOT EIAJ..L, TAMPINe AND 5ETTLIN6 AROUND t=!EMAININ6 1/9 OF ROOT EIALL. © Ct=!EATE IRRl6ATION EIA5IN A MINIMUM OF t," EIEYOND 5ID!:5 OF ROOT EIALL. 0 IRRl6ATE FROM TOP TO SETTLE EIAC,KFIJ..J.. AND EIERM, FILLIN6 EIA51N. ® FINISH 6RADE 0 FERTILIZE:R TAEILET5 PER 501L5 t=!EPORT © TREE/SHRUB PLANTIN6 c,------------ __---.... .----FOR BARE ROOT, FIELD DUG OR BALL & BURLAP SPECIMENS: FRONDS SHALL REMAIN TIED FOR 3 MONTHS AFTER PLANTING. FOR CONTAINER GROWN TREES: SHIPPING FROND TIES MAY BE REMOVED AFTER INSTALLATION. TIES SHALL BE ORGANIC TWINE ONLY. ,------2 1 /2 TIMES WIDTH OF ROOT BALL OR 12• MIN. CLEARANCE AROUND ROOTBALL ~---CONC. PAVING EDGE WHERE OCCUR 12" MIN. BACKFILL ~ PALM PLANTING \£Ji----------- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. D .._, ru-t SIGNATURE 1!2/16to., DATE, 6/20/09 DR.A~ BY, JE/MMO/C5 JOB NUMBER, 02085.2 FILE, REVISIONS, A <tlOWflRD fl~SOClflTf S T 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 PLANT LEGEND 5'!'1-'eOL eoTANIC:.AL NAM!: c:.oMMONNAME TREES CA CUPANIOPSIS ANACARDIODES CARROTV'lOOD FR FICUS Ri.JBl5INOSA RIJ5TY LEAF Fie$. LS LIQUIDAMBAR STYRACIFLUA SY'IEET 5UM ■ MA6NOLIA 5. 'LITTLE 6EM' LITTLE 6EM MA6NOLIA MA MORI.JS ALBA 'STRIBLIN5' FRI.JITLESS MULBERRY PE PINUS ELDARICA AF5AN PINE SM PINUS TORREY ANA TORREY PINE [] PLATANIJS ACERIFOLIA 'BLOOD50OD' LONDON PLANE TREE () PLATANIJS RACEMOSA CALIFORNIA SYCAMORE R PHOENIX ROEBELENII PY6MY DATE PALM 0 PODOCARPlJS M. 'MAKI' SHRUBBY YEl"I PINE PIS PODOCARPU5 5RACILIOR FERN PINE QA QUERCUS AiSRIFOLIA COA5T LIVE OAK • SYRA5RIJ5 ROMANZOFFIANIJM QIJEEN PALM TC TRISTANIA CONFER.TA BRISBANE BOX l'lR V'lA5HIN5TONIA ROBUSTA MEXICAN FAN PALM 51 IRIJBS 0 A5APANTHIJ5 'QUEEN ANNE' LILY-OF-THE-NILE 0 ARBUTUS UNEDO STRAl"IBERRY TREE @) BOIJ6AINYILLEA 'LA JOLLA' SHRIJBBY BOU5AINVILLEA C CALLIANDRA HAEMATOCEPHALA PINK POV'lDER PUFF @ CARPENTER.IA CALIFORNICA BUSH ANEMONE ~ CALISTEMON 'JEFFERSII' DV'lARF BOTTLEBRLJSH e CEANOTHUS 'CONCHA' V'llLD LILAC @ CISTUS HYBRIDU5 V'lHITE ROCKROSE (9 CISTU5 LADANIFER CRISMON ROCK ROSE ®0 DIETES VE5ETA FORTNl6HT LILY E E5CALLONIA 'FRADESII' E5CALLONIA ® <5iREVILLEA 'NOELL!' NCN 0 HEMEROCALLIS SPP. DAYLIL Y -YELLOV'l VAR. A HETEROMELE5 ARBIJTIFOLIA TOYON EB LANTANA MONTEVIDENSIS LANTANA 'DV'lF. YELLOV'l' L Ll<5,U5TRUM JAPONICUM .JAPANESE PRIVET @ LEPTOSPERMUM 5COPARIUM 'RUBY 5LOl"I' NEV'l ZEALAND TEA TREE (J) NANDINA DOME5TICA HEAVENLY BAMBOO F PHORMIUM TENAX 'ATROPlJRPIJREUM' NEl"I ZEALAND FLAX T PITT05PORLJM 'VARIE6ATA' VARIE5ATED TOBIRA @ PITTOSPORI.JM 'v-lHEELER'S DV'lARF' DV'lARF PITTOSPORI.JM © PRUNUS ILICIFOLIA HOLL YLEAF CHERRY 0 RHAPHIOLEPIS 'BALLERINA' INDIA HAl"ITHORN M RHUS INTE<S,RIFOLIA LEMONADE BERRY 5 5TRELITZIA RE6INAE BIRD OF PARADISE "AS-BUILT H BENCHMARK: P.E. EXP. ___ _ REVIEWED BY: DATE DESCRIPTION: STANOARO 1,/-10 STREET CENTERlJN£ IIElL Jn-Hll,/£NT LOCATION: CENTERI.INE rT B. CAIi/NO REAL AT ENCINEER's STAllON l54+92 PER R.S 1800-1 51ZE / GUANTITY .... NOTED O I I Li<NI 24" BOX I 1<1 4E>" BOX/ I 24" BOX/ 2 24" BOX/ 54 24" BOX/ 20 15 6AL / 31 15 6AL / 24 15 5AL / 2"1 24" BOX/ 29 24" BOX I 9 24" BOX/ 201 24" BOX I .2 15 6AL / 94 10' BTH / 5"1 24" BOX I 50 BTH PER PLAN / 5 I 6AL. / 6"11 I 5AL / 212 5 6AL. / 22 5 5AL. / 4 I 6AL / 91 I 5AL / 108 I 5AL / 66 I 6AL / 8'1 5 <$,AL. / 143 5 6AL. / 129 5 <5iAL. / 65 I <SAL./ 18 I <5,AL. / 91 I 6AL. / 45 I <5,AL. / 4 5 6AL. / 64 I 5AL / 196 5 6AL. / 11 5 5AL. / II 5 6AL. / 11 5 6AL. / 19 I 6AL. / 20 5 6AL. / "11 I I <5iAL. / 11 15 <SAL./ 10 RECORD FROM: COUNTY BENCH LEVELS {No. COUNTY ',ERT. CONTROi. OA TA) DATE INITIAL INSPECTOR DATE ELEVATION: 68.,/79 OA11JII: NG',fJ (T 1929 ENGINEER OF WORK PLANT LEGEND S'l'ME!OL BOTANIC.AL NAME COMMON NAME 51.zE / GUANTITY l!ilt..ll ~ .. ~ ' :11'.INES A DISTICTIS BUCCINATORIA BLOOD RED TRUMPET VINE 15 6AL. STD / '1 (S.ROlJND c:.ovER5 ~ DEL05PERMA ALBA Y'IHITE TRAILIN6 ICEPLANT FLATS @1 1.2" O.C. ~ iSAZANIA 'SUNRISE YELLOl'l' iSAZANIA FLATS @ 12" O.C. ~ V'llLD LILAC:. (10%) I 6AL @ Sb" O.C. C:.EANOTHUS 'HEARTS DELl<!:oHT' CEANOTHUS 'YANKEE POINT' V'llLD LILAC (e,096) MIMULUS PUNICEUS MONKEY FLOV'lER (10%) UNDER.PLANT V'llTH, BAc:.c:.AHARIS PILULARIS 'Pl<SEON POINT' DflllARF C:.OYOTE BRU5H (20%) FLATS @1 1.2" O.C. IVA HAYESIANA POVERTY V'lEED (bO%) MYOPORUM PARVIFOLIUM PROSTATE JVIYOPORUM (20%) II MYOPORUM PACIFICLJM MYOPORUM I GAL @1 S6" O.C. UNDER.PLANT Y'IITH, Y'IHITE TRAILIIN6 ICEPLANT DELOSPERMA ALBA ~ COYOTE 6RIJ5H (40%) SAC.CHARIS 'Pl~ON POINT' VV FLATS «!I 12" O.C. SALVIA 'ALLEN CHICKERIN<S' ALLEN CHIC:.KERIN<S SME (60%) □ MARATHON Ill DV'lARF FESCUE 50D . . □ LOBELIA MARITIMA Sl"IEET AL YSSUM (SEE HYDR05EED NOTE5) NOTES, I. ALL NON-TIJRF PLANTING, AREAS FLATTER THAN 9d TO RECEIVE A 9" LAYER OF SHREDDED BARK MULCH. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO JOB SITE. 2. UNDER.PLANT ALL PODOCARPUS M. 'MAKI' V'llTH THREE (9) A6APANTHUS 'QUEEN ANNE' r-0 0 E!OUL.Del't P!!l't CONSTl't!JC,TION -I.EeoEND \ ~ 9 D( :2 FINl!lH6"ADI! riv 9 COMPACT~ TO -0 ~) 4 el.l'.Y I~ OF eo\JLDER >-< 5 5LOPE 6l'tADE Al'IAY FROM 0 -'--' 60\!I.DER AT 2511 MINIMLM © BOULDER PLACEMENT Lill CITY OF CARlSBAD ~ 4 PLANNING DEPARTMENT 9 Pl.ANTING LEGEND, NOTES, AND DETAILS FOR: Calavero Hills II Village U ~ J ROV/"I ?,u 3-IS-o'/ ASSISTANT PLANNING DIRECTOR DATE OWN BY:~ PROJECT NO. DRAWING NO. DATE INmAL DATE INITIAL REVISION DESCRIPTION CHKD BY: JE CT-01-04 401-6L OTHER APPROVAL CITY APPROVAL RVWD BY: CMWO _-__ ' ' ! PLANTING NOTES I. THE CONT1'.ACTOR SHALL l"'!WTECT IN PLACE ALL EXl5TIN5 l"LANTEl't AREAS ANO PLANT MATERIAL AS INDICATEO ON THE PLANS OR A5 5PECIFIEO IN THE FIELO BY THE LANOSCAPE ARCHITECT. 2. THE PLANTIN5 PLAN 15 DIA<SRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. 5. APPLY A CONTACT HE"'51CIDE, 11'4HERE VE:ED5 ARE PRESENT, PER MANUFACTURER'S SPECIFICATIONS, A MINIMUM OF TEN DAYS PRIOR TO COMMENCEMENT OF ANY PLANTIN5 OR IRRl5ATION ~K. l'IEED5, INCLUDIN6 THEIR ROOTS, SHALL BE ALLOll'ED TO COMPLETELY DIE BACK BEFORE PROCEEDIN5 V'IITH V'IORK. 4. SOIL TE5TIN5 SHALL COMPLY V'IITH SECTION IV. C. 5-2 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 5. ALL AREAS V'IITH A 5RADIENT OF 6, I OR LESS TO BE PLANTED SHALL BE CR055-RIPPED TO A DEPTH OF SIX INCHES AND SHALL HAVE THE FOLLOV'IIN5 AMENDMENTS SPREAD EVENLY AND TH~5HL Y BLENDED IN (GlUANTITIES ARE PER IPOO 5.FJ, A. 5 CUBIC YARDS NITR05EN FORTIFIED REDV'IOOD SHAVIN55 B. 100 POUNDS A5RICUL TURAL 5YFSUM C. 15 POUNDS IRON SULFATE D. 25 POUNDS I6-6-e 5LOV'I RELEASE FERTILIZER PLEASE NOTE THAT THE AMENDMENTS MAY CHAN5E, BASED ON THE SOIL ANAL Y515. 6. EACH PLANT SHALL RECEIVE A6RIFORM PLANT TABLETS AS FOLLOJlll5, FLAT SIZE PLANT (I) 1 6RAM I 5AL CONTAINER (I) 21 5RAM 5 6AL CONTAINER (9) 21 6RAM 15 5AL CONTAINER (5) 21 5RAM 1. BACKFILL SHALL COMPLY V'IITH SECTION IV. C. 5-2 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. e,_ PLANTS SHALL BE INSTALLED PER PLANTIN5 DETAILS PROVIDED IN THESE PLANS. PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE 6ALLON PLANTS AND LAR6ER SHALL HAVE BEEN 5ROl"IN IN CONTAINERS FOR A MINIMUM OF 6 MONTHS AND MAXIMUM OF TV'IO Y!':AR5. PLANTS SHALL EXHIBIT HEALTHY 5ROITTH AND BE FREE OF DISEASES AND PESTS. 'I. STAKE ALL TREES PER DETAIL. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE 6ROl"ITH ON ALL TREES. 10. PLANT ALL AREAS l"IITH 5ROUNDCOVER TO l"IITHIN 6" OF SHRUB OR TREE TRUNKS. II. PLACE PLANTS NO CLOSER THAN 12" TO SPRINKLER HEADS. 12. ALL 5ROUND COVERS SHALL BE 6UARANTEED BY THE CONTRACTOR A5 TO 6ROIIIITH AND HEAL TH FOR A PERIOD OF SIXTY DAYS FOLLOl"IIN5 COMPLETION OF THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE PROJECT BY THE OIIIINER OR Ol"INER'5 1'<6"RE5ENTATIVE. ALL SHRUBS SHALL BE 5UARANTEED BY THE CONTRACTOR AS TO 6ROl"ITH AND HEALTH FOR A PERIOD OF SIXTY DAYS FOLLOl"IIN6 COMPLETION OF THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE PROJECT BY THE Ol"INER OR Ol"INER'S REPRESENTATIVE. ALL TREES SHALL eE 6UARANTEED BY THE CONTRACTOR A5 TO 5ROl"ITH AND HEAL TH FOR A PERIOD OF Tll'ELVE MONTHS FOLLOV'IIN5 COMPLETION OF THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE l"'!WJECT BY THE OV'INER OR OV'INER'5 REPRESENTATIVE. THE CONTRACTOR, l"IITHIN 1!5 DAYS OF NOTIFICATION BY THE LANDSCAPE ARCHITECT OR Ol"INER, SHALL REMOVE AND REPLACE ALL 6UARANTEED PLANT MATERIALS l"IHICH FOR ANY REASON FAIL TO MEET THE REGlUIREMENT5 OF THE 6UARANTEE. REPLACEMENT SHALL BE MADE 11111TH PLANT MATERIALS AS INDICATED OR SPECIFIED ON THE ORl&INAL PLANS, AND ALL 5\JCH REPLACEMENT MATERIALS SHALL BE 6UARANTEEO AS SPECIFIED FOR THE ORl6INAL MATERIAL 5UARANTEE. 15. CITY OF CARLSBAD APPROVED JUTE MESH OR APPROVED EGlUAL SHALL 6E AF'f>LIED ACCORDIN6 TO MANUFAC11!RER'5 5PECIFICATION5 V'IITH HYDROSEED l"IHEN PLANTIN5 ElETl"IEEN AU6U5T 15 AND APRIL 1!5. HYDROSEEDIN5 15 TO BE INSTALLED PRIOR TO INSTALLATION OF JJTE MESH. 14. COVER CROP HYDROSEED MIX PER HYDROSEED NOTES SHALL BE INSTALLED IF PLANTIN5 OCCURS 6ETl"IEEN APRIL 16 AND AU5U5T 14. 1!5, INSTALL A l'I" DEEP ''6I0-BARRIER" ALON6 PAVIN6 PER DETAIL 'El', THIS SHEET, 11'4HEREVER TREES ARE LOCATED l"IITHIN 5' OF PAVIN6. 16 PER CALAVERA HILLS MASTER PLAN AMENDMENT MP-1!50(H) PA6E 5" PARA6RAPH 6 6· l"AFI.Kl"IAY AND ' ' .. SETBACK LAND5CAPIN5 l"IILL BE MAINTAINED BY THE H.O.A. HYDROSEED I NG NOTES I. 6ENERAL SPECIFICATIONS ALL 5LOPE5 INDICATED ON THESE FLANS TO ElE PLANTED SHALL BE HYDROSEEDED l"IITH A COVER CROP PER THE FOLLOIIIIIN6 NOTES. BOTANICAL NAME -COMMON NAME -RATE/ACRE HYDROSEED MIX •I PLANTA60 IN5ULARl5 -PLANTAIN -10 LB/ACRE II. HYDROSEEDIN6 SUSPENSION OR SLURRY COMPOSITION A. SEED MIXTURE II!) REG. RATE PER ACRE. El. CONll'EEl OR EGUAL VIR61N V'IOOD CELLULOSE FIBER MULCH -2000 POUNDS/ACRE. C. ECOL06Y CONTROL M-BINDER -1!50 POUND5/ACFI.E IV. APPLICATION PROCEDURES AND EGlUIPMENT A. EGlUIPMENT. HYDRAULIC EGlUIPMENT USED FOR THE APPLICATION OF THE SEED AND SLURRY OF PREPARED FIBER MULCH SHALL ElE OF THE "5UPER HYDROSEEDER" TYPE. THIS EGUIPMENT SHALL HAVE A 6UILT-IN A61TATION 5Y5TEM AND OPERATIN5 CAPACITY SUFFICIENT TO A61TATE, SUSPEND AND HOM06ENEOU5LY MIX A SLURRY CONTAININ6 NOT LESS THAN 4011 OF FIBER MULCH FOR EACH 100 6ALLONS OF l"IATER. THE SLURRY DISTRIBUTION LINES SHALL BE LAR6E ENOU6H TO PREVENT 5TOPPA6E AND SHALL eE EGlUIPPED l"IITH A SET OF HYDRAULIC SPRAY NOZZLES V'IHICH I/IIILL PROVIDE A CONTINUOUS NON-FLUCTUATIN5 DISCHAR6E. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 1,500 6ALLON5 AND SHALL ElE MOUNTED ON A TRAVELIN6 UNIT, EITHER SELF-PROPELLED OR DRAV'IN ElY A SEPARATE UNIT, V'IHICH l"IILL PLACE THE SLURRY TANK SPRAY NOZZLES IIIIITHIN SUFFICIENT PROXIMITY TO THE AREAS TO ElE SEEDED. El. PREPARATION. THE SLURRY PREPARATION SHALL TAKE PLACE AT THE SITE OF V'IORK AND SHALL BE6IN ElY ADDIN6 l"IATER TO THE TANK l"IHEN THE EN61NE 15 AT HALF-THROTTLE. l"IHEN THE I/IIATER LEVEL HAS REACHED THE HEl5HT OF THE A6ITATOR SHAFT, 600D RECIRCULATION SHALL BE E5TAeLI5HED AND, AT THIS TIME, THE SEED SHALL BE ADDED FOLLOl"IED ElY THE FIBER MULCH. FIBER MULCH SHALL ONLY 6E ADDED TO THE MIXTURE AFTER THE SEED AND ViHEN THE TANK 15 AT LEAST ONE-THIRD (113) FILLED 11111TH l"IATER. THE EN61NE THROTTLE SHALL BE OPENED TO FULL SPEED l"IHEN THE TANK 15 HALF-FILLED V'IITH V'IATER. ALL THE FIBER MULCH SHALL BE ADDED BY THE TIME THE TANK 15 TViO THIRDS (213) TO THREE FOURTHS (5/4-) FULL. 5PRAYIN6 SHALL COMMENCE IMMEDIATELY l"IHEN THE TANK IS FULL. C. APPLICATION. THE OPERATOR SHALL SPRAY THE AR.EA l"IITH A UNIFORM, VISIBLE COAT BY IJSIN6 THE 5REEN COLOR OF THE FIBER MULCH A5 A 6UIDE. THE SLURRY SHALL BE APPLIED IN A Sll'EEPIN6 MOTION, IN AN ARCHED STREAM 50 A5 TO FALL LIKE RAIN, ALLOl"IIN5 THE V'IOOD FIBERS TO 6UILD ON EACH OTHER. CONTINUE APPLICATION UNTIL A 600D COAT 15 ACHIEVED AND THE MATERIAL 15 SPREAD AT THE FtEGlUIRED RATE PER ACRE. D. ALL BARE 5POT5 SHALL BE RE5EEOED l"IITH SAME HYDROSEED AND 5USPEN510N COMPOSITION I/IIITHIN THIRTY (:30) DAYS TO THE SATISFACTION OF THE OV'INER. NO SEED 5UEl5TITUTION5 l"IILL ElE ALLOl"IED l"IITHOUT PRIOR EXPRESS V'IRITTEN AUTHORIZATION OF THE ... LANDSCAPE ARCHITECT AND CITY INSPECTOR. ALL 5EED5 ARE AVAILABLE THROU5H HYDRO PLANT (160)144-1560. ~OWflRD APPROVED FOR ft SOClflltS PLANTING ,fl!~ T AND IRRIGATION ONLY, /.',Ii"#~ l,o ~ DATE, 6/20/0'3 I-:_ ~V' ·1e, 1,-!ltr--: v-~~ 2835 Camino del Rio South INCLUDING PRECISE l,J • 0 DRAY'IN BY, .JE/MMO/C.5 Sulla 210 "' __, San Diego, California 92108 SU AlUAE .JOB NUl'-16ER, 02085.2 LOCATION OF PLANTING 12/lb/09 * ,\ OATE /, 'Q (619)718-9660 -l): "J~J/04 "'{-FILE, FAX (619)718-9669 AREAS. ""1 EKP. DAT£ -<-#' or c~1..1~0 REVl5I0N5, RLA #2919 ' ~ 5e'-O" t 1 VILLAGE 'U' REVEGETA TION AREAS . ,. TABLE 1-COASTAL SAGE SCRUB REVEGETATION AREA TARGET COMPOSITION SCHEDULE 0 0 0 0 0 BOTANICAL NAME COMMON NAME STATUS PERCENT (# OF CONTAINERS) /SEED MIX#2 0 C.ONTAINER PLANTS ARTEMISIA CALIFORNICA COASTAL SAGEBRUSH DOMINANT 20% (104)/SEED 0 0 0 0 I/ PER PLANT LEcSEND BACCHARIS PILULARIS COYOTE BRUSH DOMINANT 15% (27)/SEED M ERIOGONUM FASCICULATUM FLAT-TOP BUCKWHEAT DOMINANT 20% (104)/SEED / SALVIA MELLIFERA BLACK SAGE DOMINANT 20% (104)/SEED 0 0 TOTAL 75% 0 0 ~ ENCELIA CALIFORNICA COAST SUNFLOWER SUBDOMINANT SEED = RHUS INTEGRIFOLIA LEMONADEBERRY SUBDOMINANT (13) () I MALOSMA LAURINA LAUREL SUMAC SUBDOMINANT (13) :R 0 0 0 0 LOTUS SCOPARIUS DEERWEED SUBDOMINANT SEED 0 0 MIMULUS AURANTIACUS STICKY MONKEYFLOWER SUBDOMINANT SEED TOTAL 17% ISOCOMAVENETA GOLDENBUSH OTHER SEED 0 0 0 OPUNTIA LITTORALIS PRICKYPEAR OTHER (52) u 0 0 GNAPHALIUM BICOLOR EVERLASTING OTHER SEED NASELLA PULCHRA PURPLE NEEDLE GRASS OTHER SEED MELICA IMPERFECTA COASTRANGE MELIC OTHER SEED 0 0 0 0 TOTAL 8% (417) 1 GAUAC ' TABLE 2 -SEED MIX #2-COASTAL SAGE SCRUB - 1/.PUR/GERM LB/ACRE BOTANICAL NAME COMMON NAME (~) Typical Container Stock Planting Grid Cell 15/50 3 ARTEM ISIA CALI FORNICA COASTAL SAGE 2/40 1.5 BACCHARIS PILULARIS CHAPARRAL BROOM 40/60 ENCELIA CALIFORNICA 2 COASTAL SUNFLOWER 10/65 2 ERIOGONUM FASCICULATUM FLAT-TOP BUCKWHEAT 10/25 2 GNAPHALIUM BICOLOR EVERLASTING 20/40 1 ISOCOMA VENETA GOLDEN BUSH 90/65 2 ISOMERIS ARBOREUS BLADDERPOD 90/60 1 LOTUS SCOPARIUS DEERWEED 90/60 1 MELICA IMPERFECTA COASTRANGE MELIC 5/70 1 MIMULUS AURANTICUS STICKY MONKEY FLOWER 70/60 1.5 NASELLA PULCHRA PURPLE NEEDLE GRASS 98/75 20 PLANTAGO INSULARIS PLANTAIN 85/50 1.5 SALVIA MELLIFERA BLACK SAGE 39.5 TOTAL POUNDS PER ACRE TABLE 3 -CONTAINER PLANTS -PER ACRE SYMBOL BOTANICAL NAME COMMON NAME SIZE %OF ACRE AREA/AC. SPACING COVER QUANTITY QUANTITY TO COVER TO COVER AT MATURITY PER ACRE PERCELL A ARTEMISIA CALIFORNICA COASTAL SAGE 1 GAL 6% 2,614 S.F, 5'0.C. 25S.F. 104 8 B BACCHARIS PILULARIS CHAPARRAL BROOM 1 GAL 5% 2,178 S.F. 8'0.C. 64S.F. 27 2 G ERIOGONUM FASCICULATUM FLAT-TOP BUCKWHEAT 1 GAL 6% 2,614 S.F. 5'0.C. 25S.F. 104 8 M MALOSMA LAURINA LAUREL SUMAC 1 GAL 3% 1,307 S.F. 10'0.C. 100 S.F. 13 1 u RHUS INTEGRIFOLIA LEMONADE BERRY 1 GAL 3% 1,307 S.F. 10'0.C. 100 S.F. 13 1 s SALVIA MELLIFERA BLACK SAGE 1 GAL 6% 2,614 S.F. 5'O.C. 25S.F, 104 8 0 OPUNTIA LITTORALIS PRICKLY PEAR 1 GAL 3% 1,307 S.F. 5'0.C. 25S.F. 52 4 TOTALS (PER ACRE) 32% 13,941 S.F. 417 32 ·:'f?- WJ CITY OF CARLSBAD ULi 5 PL.ANNING DEPARTMENT 9 PLANTING LEGEND AND NOTES FOR: "AS-BUILT " BENCHMARK: Colovero Hills II DESCRIPTION: STANOARfJ Al-10 S11?£ET CEN1'£RIJN£ Village U IIEl1 MONl/lrlENT LOCATION: CENTFRI.INE rF El CAMINO HEAL p;, ~ROV"" J 3-;s;Q!i_ P.E. EXP. DATE AT ENGINEER'S STA T/a'I 451+92 /ID,u PEll R.S f 80(}-f ASSISTANT PL.ANNING DIRECTOR DATE REVIEWED BY: I I DRAWING NO. RECORD FROM: COUNTY BENCH l.flfi.S {NO. COUNTY VERT. OAlE INITIAi. OWN BY: PROJECT NO. DATE INITIAL OAlE INITW. CHKD BY: JE CG'ITROI.. OAT.4) CT-01-04 ENGINEER OF WORK REVISION DESCRIPTION OnlER APPROVAL CITY APPROVAL RVWD BY: 407-6L INSPECTOR DATE ELEVATION: 68,,119 OA Tl/Al: NGVO rF 1929 CMWD __ -__ I \ \ I / / ! / I / i I I ' ' I / ' / / APPROVED FOR PLANTING I / / I ( AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I I I / / / !/ f/ /, DATE, 6/20/09 DRAl"IN BY, ..JI:/MMO/C,6 JOB NUMBER, 0201?>5.2 FILE, REVISIONS, ... ¢10WftRD flSSOClflTtS T 2835 Camino dal Rio South Suite 210 San Diego, Callfornla 92108 (619)718-9660 tAX (619)718-9669 RLA #2919 • 2 / _r ·, ," / _ _,, ..... -------· , TG PEN A DR .i ..... ■ ■ ■ ■ ■ ■ ■ ■ ---■ ■ ■ ■'■--■• ■ ■ ■' MATCHLINE-SEE SHEET 17~ .. ~ FOR PLANTING LEGEND, DETAILS AND NOTES, SEE SHEETS 14-15 "AS-BUILT " BENCHMARK: P.E. EXP ____ _ DATE REVIEWED BY: DESCRIPTION: STANOARO M-10 STREET CENTERI.INE llflL M{K>{/JMENT LOCATION: CENTERI.INE (T El. CAMINO REAL AT ENGfNEER's STATION -IM-+92 PER R.S 1800-f RECORD FROM: COUNTY BENCH lEVEIS {NO. COUNTY VFRT. COf-llRO{_ OATA) DATE INITIAL DATE ... 0 INmAL DATE KEY MAP ■ I 10' 20' 60' Cir] CITY OF CARLSBAD w 6 PLANNING DEPARTMENT 9 PLAN11NG PLAN FOR: Colovero Hills II Village U Al ~OVE"' -3-IS-O'/ / ASSISTANT PLANNING DIRECTOR DATE DWN BY:~ PROJECT NO. INITL'll. CHKD BY: JE INSPECTOR DATE ELEVATION: 68.479 OAl'I/Af: NG"1J (T 1929 I I DRAWING NO. CT-01-04 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CrTY APPROVAL RVWD BY: 407-6L CMWD _-__ r , I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I 1· / I ' , / / ,• i' t i' ; , , jL;J_, ',Jt5; OAK J/81/Qi EXP, DAT! OF c1>,1..I ·······~··••·· ---:--,7,_-_."j--, ,_,\ ,, , ,IV--. .:'c, -........... -•• MATCHLINE -SEE SHEET 16 ■■■■■■■■■■■■■■■■■■·•-········ - 26 \ \ I I I ,·' I ,..__ D6 TRAIL -SEE: C.AL.AVcRA HILLS II/ ARTERIAL STREET5CAPES D~ #SqO-'!P A ¢10WflRD ft)SOClftlf S T DATE, 6/20/0'o 2635 Camino del Rio South Suite 210 P.E. ! I I "AS-BUILT " EXP., ___ _ DF'1.Ai"IN BY, JE/MMO/C.<5 JOB NUM6EF'1., 02085.2 FILE, San Diego, California 92106 (619)718-9660 REVIEWED BY: FAX (619)718-9669 REVISIONS, RLA #2919 INSPECTOR 0 i DATE DATE NINS\ A RIVE 60' i BENCHMARK: DESCRIPTION: LOCATION: STANOARO Al-10 STREET CEN1FfrUN£ IIEl1. AIONIJAIENT CEN1Fl?UN£ OF El CAMINO REAJ. AT ENCINEER's STA~ ;fM.+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH fE',,f'LS {No. COUNTY JOT. CONTRa. OATA) ELEVATION: 68.-179 OATIN: NG',O OF 1929 24 FOR PLANTING LEGEND, DETAILS AND NOTES, SEE SHEET 14-15 •••• .. ,-~ ,. KEY MAP NORTH \ ■ O') 'II"""" I-w ■ w I ■ Cl) w w Cl) w z -_J ■I () ·~ ■:E • 1/ ~ CITY OF CARLSBAD t====jt===j===============================~====+====+====~~===~ L.li.J PLANNING DEPARTMENT PLANTING PLAN FOR: ~ ~ DATE INITW. ENGINEER OF WORK REVISION DESCRIPTION DATE INITW. OTHER APPROVAL Colovero Hills II Village U CMWD __ - l ! l \ \\\\\, ' I ',\ \ \ ' . \ \ \\ \. \ \ \ \ ! ! ' \ \ \ \ \ \ \ \, \ \ \, \\ \ ' ' \ \ \ ' ( ! : \ , I doASTAL ~~ ~~ \\ : RIM::6ETATION 51~ ' ' ' \ \ \ ' ' \ ' ! \ \ \ \ 1 \ \ \ I \ \ \ \ 1 \ \ \ 1 \ NO'TEs , , , . . OH-sire ~,set A TroN or \ \ COMT.Ali.. SA.SE 56fW6 15 REGVIREQ : ·, 6Y THE; U.S. Fl$H AND ,l"IILil>LIFE, SERVICE: 01\1 A 'TOTAL OF ILi A(!:.RE:Si I IN f>LANNIN.s AREAS 'U'. PLANT · COMPOSITION ANQ CONTAINER' G!UANTITIES !'\REI SUBJECT TO USFV'e APPROVAL. !CARLSBAD IRRI.SATION I ANJ:? EROSION CONTROI- IST AND ARDS $HALL; AF'f>L 'It-, 1 t-w w I en w w en ■ KEY MAP z ...J I (_) ~ ~ 1/ NORTH APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ' ' ! / DATE, 6/20/09 DRAl"IN SY, JE/MM0/C.6 J0S NLIMSER, 02085.2 FILE, REVISIONS, \ I I ' \ \ I \ ' \ I I I ' \ \ \ \ ' I ' I ' . I ' , ' ' / / , .' ! ! i _I I , I / \ _! j -, ! I \J ! I I I I I ' ' / ,. / ' ' , ' ! ! , ' i I i ,' I i ' .' ! / ! i I i i : \ \ . ' ' I ' ' ; ,I • j i I / / ; I i I ' , / _; / i ' / i / , I ! i ' ' ••••• ... <!10WflRD fl~SOClfllfS "AS-BUILT " T 2835 Camino del Rio South Suite 210 San Diego, California 921 OB (619)71 B-9660 FAX (619)718-9669 RLA #2919 P.E. EXP. ___ _ REVIEWED BY: INSPECTOR I / I / 0 DATE DATE X +" X -+-+ X + + 10' 20' 60' BENCHMARK: DESCRIPTION: STANDARD M-10 STR£U C£N1Elrl/N£ ltD.1 MONVMENT LOCATION: CENTFHJ.JNE fT £1. CAMINO HEAL AT ENGINEER's STAllON ~+92 PET? R.S 1800-1 RECORD FROM: COUNTY BENCH LEVEI.S (Na COUNTY 1£RT. CONTRCl. DATA) ELEVATION: 68.,f.79 OATIJAI: NCI() fT 1929 5BB NI NS ULA 22 DATE INmAL ENGINEER OF WORK FOR PLANTING LEGEND, DETAILS AND NOTES, SEE SHEETS 14-15 DATE INJTIAL REVISION DESCRIPTION OTHER APPROVAL ; j i i ! 1 01 ' 0 N t-w w I en w w en I w z - ""'"'---••-'•----•·· '----' .,. '----------,-~---- DATE INmAI. CITY. APPROVAL $U •• DAI • • • • • ~J:CJ, .........• r-->7:·_J ■ i • •• [jrJ 8 CITY OF CARLSBAD w 9 PLANNING DEPARTMENT PLANTING PLAN FOR: Colovero Hills II Vi/loge U I PPR~~ :3--IS-otl ASSISTANT PLANNING DIRECTOR DATE OWN BY:~ I PROJECT NO. I DRAWING NO. CHKD BY: JE CT-01-04 RVWD BY: 407-6L CMWD __ -_ KEY MAP co NORTH 0 #1' <\ ~~. . ·. \. ··~\ .~ .. . ; i • t. _ _J ----- FOR PLANTING LEGEND, DETAILS AND NOTES, SEE SHEETS 14-15 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, b/20/09 DRAl'lN 6Y, .JE/MMO/C,S, .J06 NUMBER, 02085.2 FILE, REVISIONS, . TC. A ¢10WflRD flSSOClflTtS T 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 ••••• 0 "AS-BUILT " P.E. EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE 10' \ 20' 60' BENCHMARK: DESCRIPTION: STANDARD 11-10 STREET CENTERl/NE #fU IOI/JUENT LOCATION: CENTFRlJN£ OF El CAIIINO REAL AT £NGINEER's STATl<II ~,f.+92 PER R.S 1800-1 RECORD FROM: COI.INTY BENCH t.nflS (NO. COUNTY "1:RT. C<IITRCl OATA) ELEVATION: 68.,f.19 OAT/JI/: NGJ{} OF 1929 DATE INmAL ENGINEER OF WORK MATCHLINE -SEE SHEET 18 9'-0!' DATE INmAL DATE INmAL REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL • ' 4•~11 ■ ■ --2~6'-L-~--------~~~~~ 2'+0" li4 ■ - [ill CITY OF CARLSBAD I sH39s / 9 PLANNING DEPARTMENT PLANTING PLAN FOR: Calavera Hills II Village lJ A ~RO~E-2:::b., 3-IJ"=d/ ASSISTANT PLANNING DIRECTOR DATE DWN BY:'JmI' PROJECT NO. DRAWING NO. CHKD BY:JE CT-01-04 407-6L RVWD BY: CMWO ___ _ Cl)■ ·• L1J ■ ■ ]■ • • ■ .1 ·TC,. 21 APPROVED FOR PLANTING 8 AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. . ,TC, \ ' ' * * s DRIVE •••• DATE, 6/20/0S DRAl"IN BY, JE/MH0/C-5 .JOB NUMBER, 02085.2 FILE, REVl510N5, ** * * \ + + + + \ \ \ + \ + ... ¢10WflRD fl)SOClflTtS T + + + 2835 Camino del Rio South Suite 210 San Diego, Callfornla 921D8 (619)718-9660 FAX (619)718-9669 RLA #2919 \ \\_ \~\. \\_ ~o~tion z;,,,~ s, ' ' \ ' \ \ \ \ \ ' \ \, I ' \ \ f'k\\\ ·-, ' ' . \" "··-,-.""'"·"-"'••••¥••·· ..,.\-..-,-· .. L1mltQP iSradlng _ \ . * * * ++ + \ ' \ \ ' \ \ \ \ \ ++ + \ \ I ; \ \ \ \ \ / )( / ! •••••• MATCHLINE -S SHEET 21 "AS-BUILT P.E. EXP. ___ _ REVIEWED BY: INSPECTOR 1 I I I " DATE DATE BENCHMARK: DESCRIPTION: STANOAl?O U-10 STR££T CEN1FJIIJNE WEl.l JIOOJAl£NT LOCATION: CEN1ENUN£ OF El CANINO REAL AT ENGINEER's STATION 45,f.+92 PER R.S 1800-1 RECORD FROM: COIJNTY BENCH l.flffS (Na COUNTY ',£RT. ~TROl DATA) ELEVATION: 68.,f.79 OAT/JU: NGV!J OF 1929 \ I \ DATE INmAL ENGINEER OF WORK I ' I / ' I I / I / : I ' I j I ! / ! i I I I I ' ' I ' ' ' I I \ \ i \ I ! I I !/ ' i i ;1 i 1 I I ' I i \ ; I \ I \ \ \ \ ' \ \ \ / ' ' / \ \ \ \ \ / \ \ \ f\ ' ' \ FOR PLANTING LEGEND, DETAILS AND NOTES, SEE SHEETS 14-15 DATE / INmAL REVISION DESCRIPTION OTHER APPROVAL ! \ 1 / I DATE INITIAL CITY APPROVAL ' \ ' \ \ I, \ \ I \ I \ : , I I \ \ / I I ! I / I I I ' ! ' i ~ \ \I \ \ ' ' '' ',, ' ' KEY MAP 1/ . . .! \ • ••••••••• LlQJ CITY OF CARISBAD LlLi 0 PLANNING DEPARTMENT 9 PLANTING PLAN FOR: Calavera Hills II Village tJ ~ R~V~ 3-l.£-Q:f. ASSISTANT PLANNING DIRECTOR DATE DWN BY: ) PROJECT NO. DRAWING NO. CHKD BY: JE RVWD BY: CT-01-04 401-6L CMWD APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 0) T"" I-w w :r: en w w en w z -...J :r: 0 ~ ~ ■ ■ ■ ■ ■ . , . ··e,;,.; . , . DATE, t,/20/09 DRAl"IN BY, ...JE/MMO/C,IS JOB NUMBER, 02oes.2 FILE, REVISIONS, : : e,A, . .,.,, ) r , \ \ '"' 's.. ~:~t ·-.... / CENTERPOINT'\\ \ \ \ \ . TERPOI. ' -v .• :·\ - : /,/'/ .... +---/- i I I I 13 I , /.' ·1· ,q ..... ·} • . ./ 'i:. " ..... ~--•-•········-·.J I~-~~ ~,.J , f7Lc,~·-i<;· •,f.~•"i"l"':"i"!"f· I _,M,•~~••~,..,--A-• --, ' '""" '• \' \ . \ . -.• --.,, . 'I' ---~"-.'J-'( ':'"\ 1 1 • Sf ,.;~ ~~~NTIN6 IN 'T'HI~ AREA 5EE _ __, COLLEGE BLVD. ', ~~~~~~t:~~~p ... <l:IOWftRD ft)SOClflTfS T 2835 Camino del Rio South Suite 210 San Diego, Callfornla 92108 (619)71 B-9660 FAX (619)718-9669 RLA #2919 \ "AS-BUILT " P.E. EXP. ___ _ REVIEWED BY: INSPECTOR 0 10' DATE DATE \ \ 20' 60' BENCHMARK: DESCRIPTION: STANOARO Al-10 STHEET CENTERl/NE 11£1.1. JIONIJJIENT LOCATION: CENTERUNE OF £1. CAMINO lr£Al AT ENCINEER's STAT/(1( ~+92 PER R.S 1800-1 RECORD FROM: CO/JNTY BENCH 1..£1,flS (Na COUNTY ',CHT. CONTRa OA TA} ELEVATION: 68,,t79 OAllJAI: NC'AJ OF 1929 DATE INITIAL ENGINEER OF WORK ■ ■N ■N 1-w w :r: en ■ ■ w w en w z ...J :r: 0 ~ ~ REVISION DESCRIPTION KEY MAP e " NORTH \ FOR PLANTING LEGEND, DETAILS AND NOTES, SEE SHEETS 14-15 1/ CTu 1 CITY OF CARLSBAD ~ 9 PLANNING DEPARTMENT PLANTING PLAN FOR: Colovero Hills II Village U I At~ROVEll-. A / 3-5-o'/ ASSISTANT PLANNING DIRECTOR DATE OWN BY: " I PROJECT NO. I DRAWING NO. DATE INmAL DATE INmAL CHKD BY: JE CT-01-04 OTHER APPROVAL CITY APPROVAL RVWD BY: 407-6L CMWD __ -__ _ i ••' ••••••• • ■ ■ ■ T"" ■ N tu ■ w :c Cl) w w Cl) ■ • •~':C::·~:i ;,, ..... ·, ·: ·· APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. \)'!:!D fQ~--~ SIGNA1\JRE 12/16/09 DATI: J/91/Qi E)(f>. DAlE 1 ( \ ··-tr -' I ' / i .CC••/ ..• \. L '' l i L ----rJ DATE, b/20/09 DRAl",N SY, JE/MMO/C.5' .J06 NUM6ER, 02085.2 FILE, REVl510N5, A ctlOWftRD ft)SOClflTtS T 2835 Camino dot Rio South Suite 210 San Diego, Collfomla 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 .. . . ·(' '. ... ·Y / ------ .. MATCHLlNE -SEE SHEET 20 .. .. '•. ■• ■ ■ ■ ••••••••••• ■ 1111 ■ ■I\ Limit of' 1-'tor-k ---~------i,,~-~-------,f'-, Limit of' 5radln~f '.il ~--,-. ...,( \ Fire Pr~ctlon Zone !:3 0 10' I I ' / / * I • I ! I * ** .* * * * * ·. * * * - I \ -- 20' 60' ; \ i \. / \ • \ \ • \ \ \ \ \ . ··\ \ • '· \ \ :20' Tree 1'r;!mmtti~r Eaeement \ --"·~-""~ -,.,-,, .. \ . / / i / / ! ' . I I \ \ ... \ ... \ \ \ ,.1/ /: ; ./' ,:'' .--~,,..,,-·" C.OA5TAL/5A615:'5CR!.$ ~<5E-1'ATION SITE-\ ,/· / ' 1· i / -'" \ ,-; I f •· • \ /NOTE· / •/ ./ / ' \ / ON-5.ife ~TATION ot"" COAS'l'AL SA6c SC.RU&. 15 REGIJIREit SY THE U.S, FISH AND ~ILDLIFE \ SERVICE ON A TOTAL OF I.I ACRES IN PLANNING, \ AREAS 'U'. 1 PLANt COMPOSITION AND CONTAINER \ GUANTITIE!:J· ARE eUBJE!CT TO USF~ APPROVAL. CARL.SBA!) IRRl,$,ATION AND EROSION CONTROL $TANDAR1Z'S SHALL APPL '11. , ' . // -</ / / / / ~-·•' ___ ,, ___ ,. --· / THE HAl'CH PATTERJ:l SHOV'IN, IN!:>ICATEei°HE AREA TO 6E'~61ITA~D. EACH ~RID 9E-LL / RE:PRE$ENT5 AN AREA ,e• X !!se' (1/1~ OF AN ACRE), Jl'lHIC,j-1 SHAU,.: 6E PLANTED ~ITH CONTAINER STOCK PER. THE TI'PICAL/ CONTAINEJI(!. STOCK DETAIL ON ,SHEET 15 .. THE ENTIRE AREATO SE1 REVE6ETATED / SHALL ALSO 6E H~Ec>ED ~ITH HYDROSEED /MIX '2,'. PER THE 'HYDROSEED LE6END ON ~ET 15 / AND HYDROSEE'D NOTES ON SHEET 14. ; I I I I . I I j I \ \ "AS-BUILT " BENCHMARK: P.E. EXP ___ _ REVIEWED BY: INSPECTOR DATE DATE DESCRIPTION: STANDARD 11-10 STREET CENlFRl.lNE /lf/.1. llfNJll£NT LOCATION: CENTtRl/N£ OF El CAJIINO HEAL AT EN6/N£ER's STATION ~92 Pm R.S 1800-1 RECORD FROM: COUNTY BENCH I.DflS (Na COUNTY ',El?T. CONTROl DA TA} ELEVATION: 68. 479 DA TUii: NGIIJ OF 1929 DATE INITIAL DATE INmAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL DATE KEY MAP 1/ e" NORTH \ FOR PLANTING LEGEND, DETAILS AND NOTES, SEE SHEETS 14-15 ~ CITY OF CARLSBAD 2 PLANNING DEPARTMENT PLAN11NG PLAN FOR: Calavera Hills II Village U Lill 9 Pl ROV"n. .,, ~/ 3-IS=-o'I ASSISTANT PLANNING DIRECTOR DATE INITIAL OWN BY:-::mm:= CHKD BY• JE PROJECT NO. DRAWING NO. CrN APPROVAL RVWD BY: CT-01-04 407-6L CMWD _-__ _ SECTION 02483 -LANDSCAPE FINISH GRADING AND PLANTING 1. GENERAL THE GENERAL AND 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, AND EQUIPMENT TO PROVIDE AND INSTALL SOIL PREPARATION FINISH GRADING, AND PLANTING AS DESCRIBED HEREIN AND UPON THE PLANS. ' 2.2 THE CONTRACTOR SHALL ADEQUATELY PROTECT THE WORK, ADJACENT PROPERTY, AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY, AND LOSS DUE TO HIS ACTS OR NEGLECT. 2.3 WORK NOT INCLUDED: ROUGH GRADING AND 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, AND 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 AND 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 AND 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 AND 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 AND 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 AND 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 AND 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 BIDS. ONCE ALL SITE IMPROVEMENTS ARE IN PLACE AND 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 AND PLANT LABORATORY, P.O. BOX 11744, SANTA ANA, CALIFORNIA 92711; (714) 558-8333. THE REPORT SHALL INCLUDE PH, N.P.K., SAR, ECE, BORON LEVELS, AND SOIL PARTICLE EVALUATION. LANDSCAPE ARCHITECT SHALL REVIEW THIS REPORT PRIOR TO COMMENCEMENT OF SOIL PREPARATION OR PLANTING. SUBMIT SOIL TEST TO CITY INSPECTOR FOR APPOVAL PRIOR TO AMENDING SOIL GENERAL SOIL PREPARATION, AMOUNT PER 1,000 SQUARE FEET: A. NITROGEN STABILIZED ORGANIC AMENDMENT, 3 CY. YDS., 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. D. 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. YD. 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 TO 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 TREATED WITH COPPER NAPTHENATE UNLESS OTHERWISE NOTED. 5.3TIES: 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, AND CLAY. THE SOIL SHALL BE FREE OF ANY TOXIC SUBSTANCES. ORGANIC OR INORGANIC, SOIL STERILANTS, SAL TS; AND 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, ECE, BORON LEVELS, AND SOIL PARTICLE EVALUATION. ANY SOILS IMPORTED TO SITE AND 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. APPROVED FOR PLANTING DATE, 6/20/03 9. INSTALLATION 6.1 SCHEDULING: PLANTING SHALL NOT COMMENCE UNTIL COMPLETION OF ALL CONSTRUCTION WORK, GRADING, SOIL PREPARATION, WEED CONTROL AND 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. APPL y CONTACT HERBICIDE PER MANUFACTURER. REPEAT PROCESS IF REQUIRED BY LANDSCAPE ARCHITECT. 6.2.2 APPLY SOIL AMENDMENTS AS SPECIFIED, EVENLY AND AT THE SPECIFIED APPLICATION RATES. 6.2.3 ROTOTILL TOP 6" OF SOIL TO A LOOSE AND 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 AND 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 AND 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 AND CURBS EXCEPT AT LOCATIONS THAT DRAINAGE WATER WILL FLOW ONTO OR ACROSS HARDSCAPE CURBS OR PAVING AT THESE CONDITIONS, THE GRADE SHALL BE FLUSH OR NOT MORE THAN 114" BELOW HARDSCAPING. FINISHED GRADES SHALL BE OF UNIFORM SLOPE AND GRADE BETWEEN POINTS OF FIXED ELEVATIONS OR ELEVATION CONTROLS, AND FROM SUCH POINTS ESTABLISH GRADES. A ¢10WflRD fl~SOClfllf S T "AS-BUILT " AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DRA~N BY, JE/MMO/C-5 JOB NUMBER, 02085.2 FILE, 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 P.E. EXP .. ____ _ DATE REVIEWED BY: REVISIONS, RLA #2919 INSPECTOR DATE 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 AND 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, AND 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 AND 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 AND BOTTOM TO LOOSEN SOIL FROM CONTAINER. TURN CONTAINER UPSIDE DOWN AND 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. 6.6 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 AND WATER THOROUGHLY. 6.9.3 BACKFILL TO FINISH GRADE. BACKFILL MIX SHALL BE TAMPED FIRM, AND 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 AND 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 AND 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 PLANTS 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 DRY 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 AND 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). DO NOT MULCH PLANTED GROUND COVER AREAS PRIOR TO PLANTING GROUND COVER OR HYDROSEEDING. DO NOT MULCH TREES IN TURF AREAS. 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, AND 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 AND ORDERL y 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 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. D. REVIEW OF GROUND COVER LINES AND MOW CURB PRIOR TO PLANTING. E. START OF MAINTENANCE PERIOD/ACCEPTANCE OF INSTALLATION. F. FINAL ACCEPTANCE AT END 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 AND SPECIFICATIONS, INTENT, WORKMANSHIP, AND CLEAN-UP. CONTRACTOR SHALL SECURE WRITTEN VERIFICATION OF REVIEW DATA ANY CORRECTIONS REQUIRED TO WORK, AND LIMITS OF REVIEWED AREAS BEFORE BEG.INNING 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, AND 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. ~ CITY OF CARLSBAD I SH3EET9S I t-----j--+---------------1----l---.J-----1--...l ~ PLANNING DEPARTMENT ;:===--====::::::::::::::::::::::::::::=:::::::::::::===~~ BENCHMARK: DESCRIPTION: STANOARI) 11-10 STRfIT CENTERl./N£ IICll IION/JIIENT LOCATION: CENlFRlH OF El CAIIINO REAL AT EN6'/NEET?'S STA lTON -154+92 PER R.S 1800-1 RECORD FROM: CO/JNTY BENCH LEVELS {NO. COUNTY -.e?l CCWTROl DATA} ELEVATION: 68. -119 DA TUii: NC',{) OF 1929 PLANTING SPECIFlCATIONS FOR: Calavera Hills II Village U t---t---+----------------.J---1----l-----1----1 I pc ROV&Q... A ~~·~ Y/rzµ.~'":::-=-===----'3-/,y01/ ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTI-lER APPROVAL CITY APPROVAL DWN BY:--::1,!Qi I PROJECT NO. I DRAWING NO. ~~g ~~;JE CT-01-04 . 407-6L CMWD 1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 6/20/09 DRAY'IN BY, JE/MJv!O/CG JOB NUMBER, 02085.2 FILE, REVISIONS, ... <t:IOWflQD ft)SOClfllf S ... 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 "AS-BUILT " P.E. EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE 5.19 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, AND 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 HYDROSEED AREAS AS DETERMINED BY THE LANDSCAPE ARCHITECT. 6.19.3 ESTABLISHMENT WORK INCLUDES ALL MOWING, WATERING, WEEDING, RESEEDING, MULCHING, CULTIVATING, SPRAYING, AND TRIMMING NECESSARY TO BRING THE PLANTED AREAS TO A HEAL THY 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 STAND OF GRASS HAS BEEN OBTAINED AND FOR AT LEAST THIRTY DAYS. 6.19.5 DURING THE PLANT ESTABLISHMENT PERIOD, ALL PLANTS AND PLANTED AREAS SHALL BE KEPT WELL WEED-FREE AT ALL TIMES. WEEDS, DALLAS AND JOHNSON GRASS, AND BERMUDA GRASS SHALL BE REMOVED AND DISPOSED OF. PAY SPECIAL ATTENTION TO WATERING SLOPES PLANTED IN LAWN ON THE WINDWARD AND/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", AND 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 RECULTIVATED AND RESEEDED AT THE CONTRACTOR'S EXPENSE. 6.19.9 ANY DAY THE CONTRACTOR FAILS TO ADEQUATELY WATER, REPLACE UNSUITABLE PLANTS, WEEDS AND 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 AND 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 ANO/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES ' TAKEN. 6.19.14 ALL SHRUBS AND TREES SHALL BE MAINTAINED IN THEIR NATIJRAL 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 AND 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. 6.19.19 ALL WALKS, CURBS, AND 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 AND 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, AND THAT ANY FURTHER MAINTENANCE WILL BE THE RESPONSIBILITY OF THE OWNER. END 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/JUTE MESH 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 APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF JUTE MESH SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. JUTE MESH SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR JUTE MESH 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 LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-314 INCH LINERS} SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS} AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED SQUARE FEET. E.3-1.2 AREAS OF APPLICATION (PLANTING} E.3-1.2.1 SLOPES -6:1 OR STEEPER AND: A. 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT A MINIMUM STANDARD #1 (COVER CROP AND JUTED). B. 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. ~ CITY OF CARLSBAD ~ 1----1~-+---------------t---t---t---,l----j ~ PLANNING DEPARTMENT ~ ~====-=====::::::::::::::::::::::::::===:=:::===~~ BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENT£Rt./N£ IIEU~T LOCATION: C£NT£Rt./N£ OF El. CAIi/NO REAL AT £N67NEER's STATION -15ff92 PER R.S 1800-1 RECORD FROM: CO/JNTY 8£J/CH lE',ClS (NO. CO/JNTY lfli'T. (»{TRO£ OATA) ELEVATION: 68.-179 OAT/JAi: NGVO OF 1929 DATE INITIAL ENGINEER OF WORK DATE INmAI. REVISION DESCRIPTION OTHER APPROVAL DATE INmAI. CllY APPROVAL PLANTING SPECIFICATIONS FOR: Calavera Hills II Village lJ _,al Arr~Lv~•-/~~,'~~-------3~-S=-Oo/ ASSISTANT PLANNING DIRECTOR DATE DWN BY:~ I PROJECT NO. I DRAWING NO, ~~g ~~;JE CT-01-04 _ 407-6L CMWO __ -__ _ 6ENERAL CONSTRUCTION NOTES I. ALL EXISTIN6 DIMENSIONS AND LOCATIONS OF EXISTIN6 OBJECTS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL EXISTIN6 ELEMENTS PRIOR TO BID. 2. ALL CONSTRUCTION SHALL CONFORH TO HINIMUH SPECIFICATIONS AND REQUIREMENTS OF RE61ONAL, LOCAL AND STATE 6OVERNMENTAL A6ENCIES. :3. OV'!NER SHALL APPROVE ALL HATERIALS PRIOR TO ORDERIN6. SUBHIT FINISH SAMPLES OF FLATV'!ORK FOR OV'!NER APPROVAL PRIOR TO ORDERIN<S. 4. PERMITS FOR ANY CONSTRUCTION DEPICTED IN THESE PLANS SHALL BE OBTAINED BY THE CONTRACTOR. 5. CONTRACTOR 5HALL SHIELD EXl5TIN6 li'IORK V'!ITH Vl50UEEN TO PREVENT SPLATTERIN6 OF CONCRETE OR MORTAR. 6. ALL PAVIN6 SHALL SURFACE DRAIN AT HINIMUH 1% AV'!AY FROH V'!ALL5 AND STRUCTURES TOV'!ARD Sil'IALES. ALL PLANTED AREAS SHALL DRAIN AT MIN. 2% TOV'!ARD Sil'IALES. SEE CIVIL EN6INEERIN6 DRAINAi::,E PLAN FOR ALL 6RADIN6. i. ALL V'!RITTEN DIMENSIONS ON PLANS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 0. IN CASE OF DISCREPANCIES BETV'!EEN V'!RITTEN SPECIFICATIONS AND 6RAPHIC INFORHATION OR OTHER INFORMATION, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT FOR CLARIFICATION CONCRETE NOTES I. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE 5TREN6TH AT 20 DAYS OF 2,!500 PSI. C.EHENT SHALL EIE TYPE I. FINISH MEDIUM BROOM FINISH AND COLOR SHALL EIE 'NATURAL <SREY' UNLESS OTHERV'!ISE NOTED. PROVIDE 12" SQUARE SAHPLE POUR FOR APPMVAL Pf:!.IOR TO IN5TALLATION. 2. REINFORC.IN6 SHALL COMPLY V'!ITH ASTM A615, 6RADE 40. METAL FENCIN6 NOTES I. STEEL TUBIN6, COLD MLLED DOMESTIC. TUBULAR STEEL, ASTM A500 2. 6ALVANIZIN6, PRE-6ALVANIZED O."I MIL ZINC C.OATIN<S :3. ACRYLIC/ POLYESTER COATING, EIAKED ON TO A .6 MIL THICKNESS. 4. PRIMER, EPOXY POLYAMIDE Pf:!.IMER -ELEC.TOMSTATICALLY SPRAY PAINT ENTIRE PANEL il'IITH 2.0 HIL THICK V'!ET COAT OF PRIMER. 5. PAINT, POLYURETHANE -ELEC.TMSTAIC.ALLY SPRAY PAINT ENTIRE PANEL 2.0 MIL THICK V'!ET COAT OF POLYURETHANE TOPCOAT. 6. V'!ELDIN6, STEEL 15 MANUFACTURE -V'!ELDED FOR CLEAN, NEAT V'!ELDS. Y'ELDED CONTINUOUSLY AMUND FOR 5TREN6TH AND COMPLETE STEEL A6AINST THE ELEMENTS. ALL V'!ELDS AND OTHER CONNECTIONS EXPOSED IN THE FINISHED li'IORK SHALL BE 6ROUND AND DRESSED SHOOTH AND 50 THAT THE SHAPE AND PMFILE OF THE ITEM V'!ELDED 15 PRESERVED. i. CLEANIN<S, V'!ELDIN6 SPLATTER REMOVED. 6RINDIN6 V'!HERE NECESSARY FOR NEAT SURFACE. PANEL 15 THEN V'!IPED DOV'!N TO REMOVE SURFACE DUST AND OILS. V'ELDS ARE REJUVENATED V'!ITH COLD 6ALV. AND ACRYLIC.. 0. QUALITY CONTROL INSPECTED AT EACH STA6E. "I. PRE-PACKED V'!ITH FOAH FOR DAMA6E PREVENTION. 10. LANDSCAPE CONTRACTOR SHALL SEC.URE ALL FIELD MEASUREMENTS REQUIRED FOR PROPER AND ADEQUATE FABRICATION AND INSTALLATION OF FENCIN6. II. METAL FENC.IN6 AND <SATES SHALL BE FABRICATED AND ASSEMBLED IN THE SHOP TO THE 6REATEST EXTENT POSSIBLE. 12. ALL <SATES SHALL BE SELF-C.LOSIN<S V'!ITH STEEL STOPS. IS. MANUFACTURED Y'IROU6HT IRON FENCE MATERIAL (PANELS) SHALL EIE GoUARANTEED ! A6AIN5T RUST FOR A PERIOD OF FIVE (5) YEARS, AFTER COMPLETION AND ACCEPTANCE OF PANELS PLACED. THIS 15 CONSIDERED THE MANUFACTURER'S V'!ARRANTY. 14. THE CONTRACTOR PLACED V'!ROU6HT IRON (V'!ELDS AT POSTS AND OTHER i INSTALLATION POINTS) SHALL BE 5UARANTEED AGoAINST RUST FOR A PERIOD OF ' THREE (5) YEARS AFTER COMPLETION AND ACCEPTANCE OF V'!ROU<SHT IRON FENCE i PLACED. THIS 15 CONSIDERED THE CONTRACTOR'S V'!ARRANTY. 1 15. ALL V'!ROUGHT IRON CONNECTIONS SHALL BE CONTINUOUSLY V'!ELDED. ALL TUBIN6 TO I HAVE ENDS V'!ELDED CLOSED. ALL STEEL SHALL BE PAINTED V'!ITH ONE (I) COAT ZINC SHIELD PRIMER AND TV'!O (2) COATS Hl6H GoLO55 POLYURETHANE OR EQUAL. FINAL , COLOR FOR ALL V'!ROU5HT IRON FENCE SHALL APPROVED BY THE PROJECT MANAGoER. , TYPE OF PAINT SHALL BE APPROVED BY THE PROJECT MANA.SER. MASONRY NOTES , I. ALL STUCCO V'!ALLS SHALL BE il'IATER SEALED V'!ITHIN BO DAYS OF STUCCO COLOR. I ALL STUCCO SHALL HATCH ARCHITECTURE IN FINISH, EXCEPT AS NOTED. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 6/20/0'3 DRAY'IN BY, JE/MMO/C6 .JOB NUMBER, 02085.2 FILE, REVISIONS, LAND5C.APE DRAINAGoE NOTES I. ALL LOC.AL, MUNICIPAL AND 5TATE C.ODE5, LAJ/'15, RULES AND REGoULATIONS PERTAININGo TO ANY PORTION OF THIS li'IORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE PLANS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. SYMBOL LEGEND SYMBOL DESCRIPTION 2. THE CONTRACTOR SHALL OBTAIN ALL NECE55ARY PERHITS REQUIRED TO PERFORM THE li'IORK HEREIN PRIOR TO BEGINNING V'IORK. S. IT 5HALL BE THE C.ONTRACTOR'5 RESPONSIBILITY TO LOCATE AND PROTECT IN PLACE ALL EXISTING UTILITIES PRIOR TO BEGINNIN6 ANY CONSTRUCTION. ANY UTILITIES DISTURBED DURIN5 CONSTRUCTION SHALL BE REPAIRED AND/OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 4. PROVIDE EARTHEN BERM5 AT THE TOPS OF ANY PROPOSED OR EXl5TIN6 SLOPES GoREATER THAN 6,1 cSRADIENT, SUFFICIENT TO DIRECT SURFACE FLOV'! OF V'!ATER AV'!AY FROM SLOPES. 5. BURY ALL DRAIN LINE il'IITH A MINIMUM OF 12" COVER. 6. ALL DRAIN LINE SHALL HAYE A POSITIVE FLOll'I il'IITH A MINIMUM 6RADIENT OF 1%. i. ALL DRAIN PIPE SHALL BE 4" Rl61D PVC.. FLEXIBLE PIPE SHALL NOT BE ALLOll'IED. 0. 6RADE ALL LANDSCAPED AREAS TO DRAIN AT 296 MINIMUM GoRADE TOll'IARD AREA DRAINS, Sil'IALES OR CURBS. "I. GoRADE POOL DECK TO DRAIN AT A 1% MINIMUM GoRADE TOV'!ARD AREA DRAINS POOL AND SPA NOTE5 n R Cf: EJ TYP O.C. MAX MIN I. ALL POOL AND SPA CONSTRUCTION SHALL BE IN CONFORMANCE il'IITH LOCAL AND STATE CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININ6 ALL HEALTH AND ANY OTHER REQUIRED PERMITS AND THE STRUCTURAL AND EOUIPHENT DETAILIN6 REQUIRED TO OBTAIN THESE PERMITS. 2. CONTRACTOR SHALL SUBMIT SHOP DRAll'IIN65 SHOll'IIN<S POOL AND SPA DEPTH, CONSTRUCTION DETAILS AND EQUIPMENT LOCATIONS FOR LANDSC.APE ARCHITECT'S REVIEll'I PRIOR TO CONSTRUCTION. POOL DEPTH SHALL RAN6E FROM S TO 5 FEET FROM V'!A TER LEVEL TO BOTTOM OF POOL. S. POOL CONTRACTOR SHALL COORDINATE INSTALLATION OF EQUIPMENT AND PIPIN6 il'IITH THE 5ENERAL CONTRACTOR. SEE CONSTRUCTION PLANS FOR LOCATION OF POOL AND SPA EQUIPMENT, TO BE LOCATED INSIDE THE EXERCISE BUILDIN<S 4. CONTRACTOR TO SUBMIT AS-SUILT DRAll'IIN5S OF ALL PIPIN6 ALON6 V'!ITH A COMPETE EQUIPMENT LIST TO THE LANDSCAPE ARCHITECT AT THE COMPLETION OF V'IORK. 5. CONTRACTOR SHALL PROTECT ADJACENT li'IORK AND MATERIALS, REMOVE ALL RUSSISH AND ACCUMULATED MATERIALS AND LEAVE li'IORK IN CLEAN, ORDERLY AND ACCEPTABLE CONDITION. 6. THE CONTRACTOR SHALL LEAVE THE ENTIRE PLUMBIN5 SYSTEM INSTALLED IN THIS CONTRACT IN PROPER li'IORKIN<S ORDER AND SHALL il'IITHOUT ADDITIONAL CHAR.SE, REPLACE ANY V'!ORK OR MATERIAL il'IHIC.H DEVELOPS DEFECTS, EXCEPTIN5 ORDINARY V'!EAR AND TEAR, il'IITHIN ONE (I) YEAR OF THE DATE OF ACCEPTANCE BY Oil'INER. i. POOL FINISH SHALL SE V'!HITE PLASTER. 0. TILE FOR 6" POOL SCUM BAND TO BE DOUBLE ROll'I OF '3" CHLORINE RE5I5TANT 6LAZED TILE5 V'!ITH il'IHITE <SROUT, UNLE55 OTHERV'!ISE NOTED. TILE FOR 6" SPA 5CUM SAND TO MATCH POOL TILE (COLORS TO BE SELECTED BY Oil'INER AT TIME OF INSTALLATION.) "I. FILTERS FOR POOL AND SPA SHALL SE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 10. HEATER 5HALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO IN5TALLATION. II. AUTOMATIC CHLORINATORS SHALL SE PROVIDED. 12. SKIMMERS SHALL BE COHMERCIAL TYPE il'IITH FLOAT AND CHECK VALVE, I 1/2" THREAD (5il'IIMQUIP U'3865S OR APPROVED EQUAL). 1'3. RETURN5 FMM FILTERS/ HEATER 5HALL BE AS FOLLOv--!5, POOL -10" BELOll'I V'!ATER LEVEL AND 5' HINIMUM FROM SKIMMER, 10' MINIMUM SEPARATION. 5PA -12" MINIMUM BELOV'! il'IATER LEVEL AND 5' MINIMUM FROM SKIMMER. INLETS SHALL BE V'!HITE. FLOV'! METERS FOR POOL AND SPA SHALL BE BLUE-V'!HITE F-SOO OR APPROVED EQUAL. 14. PROVIDE Ll6HT5 IN POOL AND SPA. POOL PUMP AND Ll6HT5 SHALL SE ON SEPARATE 24-HOUR TIMER5. 15. SPA SHALL HAVE Tli'I0-2 HP JET BOOSTER PUMP, Tli'IO 2 HP AIR PUMP V'!ITH (12)JET5. JETS SHALL BE ADJUSTABLE FOR DIRECTION. VARY HEl6HT OF SPA JET5 AND SPA BENCH FOR A VARIETY OF JET ELEVATION5. 16. SPA SHALL HAVE A TIMER Sil'IITCH LOCATED ON EXERCISE 6UILDIN6 V'!ALL ADJACENT TO SPA. COORDINATE il'IITH 5ENERAL CONTRACTOR. Ii. THE LOCATION OF ALL EXISTIN<S FACILITIES 15 APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTIN5 FACILITIE5 AND INFORM THE LANDSCAPE ARCHITECT IMMEDITEL Y OF ANY Dl5C.REPANCIE5 BETV'!EEN THE PLANS AND FIELD VERIFICATION. 10. THE CONTRACTOR SHALL PMVIDE AND INSTALL ALL 51<SNA6E AND EClUIPMENT REQUIRED BY CODE. l"I. THE CONTRACTOR SHALL INSTALL HANDRAILS AND STEPS AT THE POOL ENTRIES. THE CONTRACTOR SHALL INSTALL A HANDRAIL AND STEPS AT THE SPA ENTRY. ALl&N ALl&N RADIUS CENTER LINE EXPANSION JOINT TYPICAL ON CENTER MAXIMUM MINIMUM SYMBOL. 0 ® © 0 © © 0 © 0 @ ® @ @ e @ @ @ @ @ @ @) @ (§) (§ ® @ @) @ (§ @) @) (§) @ (§ @ @ @) @ @) @ @ @ CONSTRUCTION LEcSEND DESCRIPTION CO~ l"IAJ..I< -NA~ ~ l'IITH Ml:C'IUM """°M FINl5H ® INTERLoc.l<IN6 !"AVERS -COLOR AND PATTERN TO eE SELECTED BY L.A. CONc."'=:TE: DRl\/1!: -DAVIS 'SAN DIE60 a!FF' INTl!:cS,RAL. C.OLOR, Ml:C'IUM 5ANDeLAST FINISH. 2'-6" DIAcS,ONAL <S,RID l"AT"l't:RN l'IITH 16" SHINER BAND PVC. HEADBOARD L~ l:D6E ® 5' Hl:lcS,HT l'IOOD FE!NCE @ 5' Hl:lcS,HT TU!!!ULAR STEEL Fl:Nc.E ® MASONJltY :$0UND l"IAJ..L l"ER C.ALAVEAA II MASTER A550c.lATION !iOUNC> l"IAJ..L PL.ANS 5' Hl:lcS,HT SPLIT FACE BLOCK l"IAJ..L 5' l'IIDI!: i"IOOD 6AT!: @ 5' l'IIDI!: i1.JBUL.AR 5TE:EL cS,Al"e ® 12" 5G. l"REFAE!RIC.ATED C,ONC,FQ::TE !,,'I'll E:""F"'F""'El't:,, TO MATC.H l"IAl..l<S. 5E:T AT 12" O.C.. RE:TAININ6 l"IAJ..L l"E:R C.IVIL EN61NEE:RIN6 PLANS CONc."'=:T!: 51D!:i"lALI< PER C.IVIL EN61NEERIN6 PLANS ENTRY MONUMENT l"IAJ..L @ POOL l"IAJ..L ® PLANTE:Rl"IAJ..L ® DRINKINcS, FOUNTAIN INSTALL PER SAN DIE:60 "'1!61ONAL 5TANDAl'tD DAAl"IIN6 !>DM-101 CONc.RETI= POOL Dl:C.I< -DAVIS 'SAN DIE60 BUFF' INTEcS,RAL. COLOR, MEDIUM Ac.ID (A\ ETC.H FINISH. 5' <S,RID PAT"l't:RN ~ c.oNc.RETI= POOL DEC.I< -DAVIS 'SAN DIE60 BUFF' IN'Tl:cS,!l!AL COLOR, MEDIUM Ac.ID (A\ ETC.H FINISH. 2'-b" DIA60NAL <S,RID PATTERN l'IITH 12" SHINER 6AND ~ c.oNc.RETI= PATIO -DAVIS 'SAN DIE60 euFF' IN'T'l:6RAL COLOR, MEDIUM Ac.ID !!TC.H (A\ FINISH. 2-6" DIAcS,ANOL <S,RID PAT"l't:RN l'IITH 12" SHINER BAND ~ SPA® POOL ® POOL STE:1"5 RAILIN6 RE5T ROOM AND POOL EGIJIPMENT 6UILDIN6 PER ARc.H. PLANS ENTRY l"IAL.L AND cS,ATE !"ER ARCH. PLANS He. RAMP PER C.IVIL EN61NE:E:R PLANS 5' POOL A"'1!A STIJC,C,O l"IAJ..L © 5' i\J61A..AR STEl!L POOL l"E:NC,E @ 5' Jl'IIDI: ilJeuL.AR STEEL POOL cS,ATE ® l'IOOD OVERHl!!AD TRELLIS ® eeG PAVILION ® ® eeG PAVILION Jl'tOOD OVERHEAD TRELLIS TILl=O SEAT l"IAJ..L ® !,TIJC,C,O cS,""""=N l"IAJ..L © 'FALL SAFE' PLAY 5URFAC-IN6 -TO 6E ~TED 6Y L.ANDSc.Al"E ARCHl'Tl=C,T PLAY EQUIPMENT-'LANDSC.APE STFWc.11.IRES' C.USTOM STFWc.11.IRE • TO 6E DEIERr11NED. AVAILABLE COAST REc.REATION. PHONE (<14<1) !555-~5 !>AND CONCRETE: STEPS ® PLANTINcS, AREA 2, I SLOPE Pl:R EN<!>. 6JIIADIN6 PLANS l!!Xl"AN510N JOINT ® SC.ORE JOINT ® A ¢10WflRD ft)SOClfllf S t---+---+--------------+---+---+---+------i [ffi CIT~LA~NtG ~E~~~AD w ... 2835 Camino del Rio South Suite 210 Son Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 "AS-BUILT " P.E. EXP ____ _ REVIEWED BY: INSPECTOR DATE DATE BENCHMARK: DESCRIPTION: STANDARD M-10 STNEET CEN'/ERl.lN£ IIEU. IJONIJMENT LOCATION: CENTERl/NE OF El CAl,I/NO HEAL AT £NGIN££R'S STA llON 454+92 PER R.S 1800-1 RECORD FROM: CWNTY BENCH lE'IFJ.S {NO. COUNTY '-ERT. CONll?OL OA TA) ELEVATION: 68.479 OATW: NG',fJ OF 1929 CONSTRUCTION LEGEND AND NOTES FOR: Colovera Hills II Village U t---+-------1------------+---+---t---t------t i ~e,1,,tR~O~LE_L~_!!l~'-nt__ ______ J:/,S:()i/ ASSISTANT PLANNING DIRECTOR DATE DATE INrTIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTI-IER APPROVAL CITY APPROVAL DWN BY: I PROJECT NO. I DRAWING NO. ~~g ~~: ..,JE __ ~_C_T_O_l-_0_~-~-·~4_0_7_6._Z~ CMWO _-__ _ \ \ \ / I / i i I / I i I / I I I I I , I I i , / / ' I I / I ' ' ' I ' I ' I I ' I / I / . / / / I I / I / I I / / ' / f ,/ ,/ I i II ,/ / I I / / / / I I ! ' f : 1 t / i ; i '' ii , I / , I i j i ' I , i i 'I/ I ! \ \ / I I / / / I ,,l ,,/· / / / / / / / ,I / / ' I / I ,' / I , ,,/ / / / \ ' i \ ;; '\ .' ,; \ 1/ \ f,< ', ii li I ' ••••••••• APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 6/20/09 DRAY'IN BY, .JE/MMO/C.5 JOB NUMBER, O2Oe5.2 FILE, REVISIONS, "···· ----.. . . -·•--._, ---- ,1 /-"\ \,., L,t ,f h"' ·--\ ~-._, .. ..) : () -' f'I ' ' ' \ \ \ \ "' " r; - 2 .2'-0" KEY MAP \ ••••••••• • ' \' I , . I ■ ··-·····················-·············•\■-■ PENINSULA DR VE' 1/ A <tlOWftRD ft)SOClfllf S T 2835 Camino del Rio South Suite 210 San Diego, Callfornla 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 MATCHLINE -SEE SHEET 27 ·.. , / . . . .._ "AS-BUILT " P.E. EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD Al-10 STRiET CEJITERLH IIEl1 AIONIJIIENT CEJITElrtJNE OF El. CAIi/NO REAL AT ENGINEER's STA TICW ./54+92 PER R.S 18(}()--f COUNTY DENCH /.El£1.S (NO. CO/JNn' "9?T. CCWlT?O/. OA TA) 68.,f.79 OATIJAI: NGVO OF 1929 llliTE FOR CONSTRUCTION LEGEND AND NOTES SEE SHEET 25 INITlAI. ENGINEER OF WORK REVISION DESCRIPTION DATE INITW. DATE INITW. OTHER H'PROVN.. C1TY APPROVN.. NORTH WJ CITY OF CARLSBAD I SH39 5 I 6 PLANNING DEPARTMENT CONSTRUCTION PLAN FOR: Calavera Hills II Village U J P~Ro\n:1, .,.., / "(a.,, 3-1.S:O'/ ASSISTANT PLANNING DIRECTOR DATE DWN BY:~ PROJECT NO. DRAWING NO. CHKD BY: JE CT-01-04 407-6L RVWD BY: CMWO . ' i If j ' ' / .1 I l ! I • I • i ,' ; i . ' _I i . ! ' ! j I APPROVED FOR PLANTING ·. L: AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. / \ •••••••• ' \ ,\! i ~' / ': \ l ... a~~ 4..,;: 1 ·...:i;;,· --l==· -~~~~!dl-/ K>::;o .. }?\,..,,,...,.., ~ ------ I i \ DATE, 6/20/0S DRAY'!N BY, JE/MM0/C.6 JOB NUMBER, 02085.2 FILE, REVISIONS, ---- .A. <tlOWflRD ft~SOClftTf S ... 2835 Camino def Rio South Suite 210 San Diego, California 921 08 (619)71 B-9660 FAX (619)718-9669 RLA #2919 C )<"),j f-+:.;' ,t_ -,. '} : . : . I /:,i ; : :, ) /; I,. ':, r, ''•' ., t: /1.,. ,, \ ,, I 't .' i :1 'J ' &,J•L•'-1• fJ ~-c,: ·r ;/ ............ : ; w L} /: : ''1ii--:..: !le •, ~-;i! ; ! !' ; t _:,1 ' ;J 1)/ i 25 4:c.. ... !,.,~ .. " " ' ' "r-., .... .,., .•. .; ~if I'/ '"'" . -~---·--. --·- --------- / 1 __ - "AS-BUILT tt P.E. EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE MATCHLINE -SEE SHEET 26 . i : : : , • ···············••■•-··········· .... I ■• p EN IN Siu L A DR I VE ~I \ \ ....1-----t---,.---• ' \_ \'.O ., .,,.: . ' ,,.----~ \ r"~ " G F 357.65 ----/- () I If) ;~ I \ \ ---- t l· 1 ·' • I ,.,~ \ ,. ' ' ' () I If) 24 \, ---, ,.----,.,,, ··-·-rr --.. k--'l'""· --Y --"·"-.. _\, .... llfflr=-i.,·· -. .. . t . ·-... . r----... _ ---... _____ _ ....................... :c:;.;;:;:c .. ;;;:; •. ;b .. , .• ,.IT •. 4 ............ :.. ............................ .-·:···.·_.·.·.J· .. · -.,.:::.:·.::;:::·,.s•';;;i•'~~....,r. ,, .... •••'"' ----- w z - '---~KE~, 'l!E,.k ro c:.ALAVERA HILL!!I II, ; VILLAdl! U ~ PLAl-e ~ LOCATION ! --1_ ! -- - OF NOl!!IE .-.TTENJATION ~ · ---- ------... __ ,I --- 60' i BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: EltvATION: STANDARD Al-TO SlfrlET CENlERilNE 11W. AICW/JAIENT CENTERUNE OF El CAAf/NO HEAL AT ENGINEER's STATlt,/ ,/M+92 PER R.S f 800-1 CO/JNTY BENCH l£',flS (NO. COUNTY '.OT. CCWTHCl DATA) 68.479 DAMI: NG'AJ OF 1929 ------) _, __ DATE INITIAL ENGINEER OF WORK / ---·' / . ' -·- I / / I I ---- FOR CONSTRUCTION LEGEND AND NOTES SEE SHEET 25 DATE -- - INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL --- KEY MAP 1/ NORTI< CARLSBAD ULi Lill CITY OF PLANNING DEPARTMENT 9 7 CONSlRUCTION PLAN FOR: Colovero Hills II Village ll \P ~R~•-4 3-IS":Q'/ ASSISTANT PLANNING DIRECTOR DATE DWN BY: "lJ!!l • PROJECT NO. DRAWING NO. CHKD BY: JE CT-01-04 407-6L RVWD BY: CMWD \ I I \ \ \ \ \ I \ KEY MAP \ \ co N 1- UJ UJ I Cl) UJ UJ Cl) \ I \ ■ • \ \ \ \ \ \ \ \ ■ I .-, . \ \ \ ••••• 1/ NORTH \ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. . \ I I \ •, \ i ! \ \ \ I I I I ' ' ' I I \ ' ' \ \ \ ' \\, \\ l \ \ \ I FOR RECEATION AREA SEE SHEETS 33-34 DATE, 6/20/05 DRAY'IN EIY, JE/MM0/CcS JOEi NU1'1EIER., 02085.2 FILE, R.EVl5I0N5, ' \ ' ' ,· ' ' I I \ \ \ I \ / \ / / ,_,. I \ \ I \ \ \ I '• \ \ \ ~ ¢10WflRD ft)SOClftlf S T 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)71 B-9669 RLA #2919 ' I I ' ,I I I I I I / / / I J .I I j I I . I I I I I ' I ; I ' ' I I ' ' I I I I I / / ,I ;' ' / / / I / / /.-· ' ' I ' i I ! I ' I I _// .,.,-/" ,,/ ,// _,,,.··' // ' \ ' \ ' I \ I / ' I I I / ' ' I ' I • •••• "AS-BUILT " P.E. EXP. ___ _ REVIEWED BY: INSPECTOR ' ' ! ! I I DATE DATE i I \ ! / / , --P=308.45 IFF=309.12 I \ PENINSULA () I I ' / ' ,'~' !'I . .J..Yj<c..._:;;:,...,~_:;:g~,:' ·'.1,!P=36s.·rs P==308.751 It',-...., .. jFF=309.42 F=309,42l .. l ., 1---1-J-I-, 4'-0" ···r·-···--_.a.;;;""=:=~~;F'F-' ... --·······-· .. l'·J 22 '(.l ". . ,(i \ • . ,,..__ ·, " " ,, H I '' " " 1 \ 8 I • ! .. j ..... · l P=306.1 0 FF=306.77 2 I ' I , ........................ -··· P=306.79 FF=307.46 ·1····· ... , ...... ·- \ ., 0 "' II .. [', ., 0 "' II ~'.'.> <( J<x~)j ~I--1-t ..-Jli~ ■ = I UJ z _J I (.) ~ ~ /;~ .,.::::<;/•" ··: .• ' . ,, ........ ·, ■ •••• ' . •• MATCHLINE 60' i BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD 11-10 SllrEET CENTfRt.lNE IIE11 MON/Jll£NT CENTfRt.lNE f£ B. CAJIINO REAL AT ENCINEER's S7:4 l/ON ./5#92 Pm R.S 1800-1 COIINTY 80/CH lEVELS {No. COIINTY ',£'/IT. CCWTROl OA TA} 68.,/79 0A Tl/II: NG'AJ f£ 1929 DATE INFTW. ENGINEER OF WORK FOR CONSTRUCTION LEGEND AND NOTES SEE SHEET 25 DATE INmAL REVISION DESCRIPTION OTHER APPROVAL DATE INFTW. CnY APPROVAL I 52al CITY OF CARLSBAD ISH391 PLANNING DEPARTMENT CONSlRUCllON PLAN FOR: Calavera Hills II Vi/loge U ~~ 3-/S::.o':i ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: JE RVWD BY: CT-01-04 401-6L CMWD KEY MAP 1/ NORTH APPROVED FOR PLANTING AND IRRIGATION ONLY •• ♦ , INCLUDING PRECISE LOCATION OF PLANTING AREAS. I j FOR RECEATION AREA SEE SHEETS 33-34 I / t ! DATE, t;/20/0S DRA~N BY, JE/MMO/C,6 JOB NUMBER, 02085.2 FILE, R.EVl510N5, \ I I I I \ I \ i I i .. ctlOWflRD fl)SOClflTf S T 2835 Camino dal Rio South Suite 210 San Diego, Callfornla 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 \ ' P.E. ! ; REVIEWED INSPECTOR ! I I ' I \ \ "AS-BUILT EXP. BY: •••••• " DATE DATE \ ' \ BENCHMARK: DESCRIPTION: STANOARO M-TO S1REET CENTERI.IN£ llfl1 M(NJAIENT LOCATION: CENTFRI.IN£ OF B. CAAi/NO REAL AT ENCINEER's STA llON 45#92 Pm R.S 1800-f RECORD FROM: COUNTY BENCH l£l£1.S (Na COUNTY ',!T?T. Cf7,/'f/?Oi. DA TA) • ELEVATION: 68.-179 OAT/JU: N(M} OF 1929 DATE INITIAL ENGINEER OF WORK MATCHLINE-SEE SHEET 28 FOR CONSTRUCTION LEGEND AND NOTES SEE SHEET 25 , __ ,,,, ___ ,.,.,,i . .....,,,LF-~~~ P=308.45 FF =309.12 ' t ~ i ' ' /. // CENTERPCfiNT / \ \ \ \ ', • - [ID 9 CITY OF CARLSBAD ~ 9 PLANNING DEPARTMENT CONSTRUCTION PLAN FOR: Colovera Hills II Village U AF f, OVE~//R.u . 3-1,S=-O'/ ASSISTANT PLANNING DIRECTOR DATE DWN BY:-=mm::::::: I I REVISION DESCRIPTION DATE INrTIAL DATE INIT~ PROJECT NO. DRAWING NO. OTHER APPROVAL CllY APPROVAL CHKD BY: JE er 01 04 407 6L RVWD BY: CMWD _- ·•··· ■ '':•· ~.,-,,. ■ -..., " \ \ \ \ \ ■ ··.,, . ,.,,,, '• ' • ½. ~-··,. ·~ .," "·· ,,'~-' .. / •,"' ~ '~. ·~·'·, '<----., .:. ····•,o•-·---·-·-·--·,,_ •., '"'\._, __ --..--■ •,"''-' ···--. "'"' "'~-\ " "··-·· '•, ', ·,. ', ' ■ '""'""" '"•--,,........... ·,,,_•,,, ···,, \ '\'.\ . "-·""-, '\, '"•, l>, ·,_ ·,., -, ·,., \ \ •._ ■ -.------------..... ···-,, ' ·, '-, \ \ \ ". -----,-~ ...... _,,__ ... _ --, ·,. 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'•,, -....... ,.--~-\---\ \ \ \\ \, \ \ \ ' \\, ·,, " ·, ·'---,, '-. '-.,, "' '•s,,\ ·.._ I \ \ ~'~'\ \ \ \, ',.._ ' ·~... ·-.. ',.__ ,, '·, '•,..:'.\,. ·-....... \ \ ,'\,_ \ '\, \ '"-.... ', "·,.... ",,_ .... ' -......_ -,,, ... ~-.:-..._ ·--...._\ \ ''\ . ', ' .... , . ..._ ··,., ·,, "·--'·,'-.. .... , '· ,._ ·-.~~-;:;-., '\·, \, "~~, \\ \, "\. '•,, \ .... ·-.. '-.. '· ,,, ·,,\ '\ \ " '.\ \ '\ -... •,,, ··-.. • . \. ''<-.. ' ·, ,,__~ ', ' '' ·-.... ......... ..... '•,. '•\, '\ ', \,,,_, \ ·, -,~::\,_ . "~1 .... 2'-0" 2 1-011 4 1-011 ' ' \ \ \ P=306.10 FF=306,77 ,·~\, ,, ·· . ...._,, ··~,. ------,·· ..... ,.,,_ '• ....... ,. ','-, '\ \,, \ \,_ \,.\ ·,:;;, .. \, ''-. ·-.... . ',, '. \ \\ . \, ',·'c:,.1 -.... < • ',,·,''•, '' ., ',·, . \ ' ' ' ----' '\. ' ' ';;•, '-.,\ \ 1 . -,~ ... -.. ,, -.... " .... ·. ....._ -....... _ ",., -,.. \. \ -.. \ \ \ ,\ \ \ '-\'·-. I 21 () I N 1· i .. -··r . ·-· ·---.. ·-· ···---· 7 ", --.... . ....... _ ·,. , -.. '" " ,\. \ \. . . \ , . .\ -",} ,l .......... :· "-......... '-.. \.,_ ",. ', '\ '\.\ \ \ .\ \\ \ \ '\ ',\ '\ "\::\>::{ ... +·----1~ .J .. PENINSULA DRIVE l .. '.210 ... , ' ··,, ,,, \ \.\ \ \_ \ ' \ \ I . \ \ -~-<-·:-f-..... I. ... ,. '•., .. '\. '\ \ \, \\ '\ \ \ '. \, . \, \'' -,.... --\- ·,., ... ,, ....... ,_ ',\ I 1 \ \ '\\ \ "1.'', \\._\. \\ 1\\\\,\ \ ·.•\'\,,,\\\\ \\\\1\\\ I \\\ \ \._\\\\ \ \'·\\\\ 1\\,.\ \\ ' \ \c.1\\'\ \ \ \, '\ \, \ \\\ \ \ \ \ \ \ \ \\\ \ \\ \\\ \\ \ \\ \ \ \ \. \,\" ·,, ·, \ ,1,\ \~ \ \ \ \ \\ \\ '\ . '\.., '· ....... \ \ \ ' \\ . ,,, \ \, \. \_ \, -,. '·-,, '·-..,' ; ' \ \,, \, ' \ "-, '-...,_ \ \ \ \ \ \ ,, '-, . ,\ 1\, \\\ . \\ \ \ ' \, \\ '\ \, ·-.., ', \\\\\ '1\\.._·-...... --.... ' \ \ \ ' \ \ \. '\ ·, \\\\,',, ... \ \ \ . ' \ \ \ '\, \ \. /· \ ··\\ '\,_ '•~, "\ . ,, ',, ',, '' ,t:-, ·,; :~ -~-~--~ ', .1· ----~. ·-.. {·· :·x .. -.. ;,·.1. ~ .... /·\' \ \ \ \ \ •• l i l • ••• •••••• -·MATCHLINE -S APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 6/20/09 DRAJl'!N B'T", JE/MMO/C,cS JOB NlJMBER, 020B5.2 FILE, REVISIONS, ... ¢10WflRD fl)SOClflTf S T 2835 Camino del Rio South Suite 210 San Diego, California 92108 ( 619 )718-9660 FAX (619)718-9669 RLA #2919 "AS-BUILT EXP ____ _ REVIEWED BY: INSPECTOR \ \ \ " \ \ \ ' \ ' \ \ ' \ \ 1 ' ' \ ' '\ \ '. \ \ \ \ \ \ \ \ ' ' \ ' \ \ I \ I \ I I ' \ \ ' ' \ ' / \ \ \ \ \ \ \ ) j / \, \ \ \ \ \ \ \ ' \ \ ' ' \ \ I I I • ••••• SHEET 32 0 10' 20' DATE DATE 60' BENCHMARK: DESCRIPTION: LOCATION: STANDARD M-10 STREET CEJITERtJNE lfEU IICWIJJl£NT CEJITFRUN£ fT El CANINO HEAL AT ENGINffR's STAllON 451+92 PER R.S /800-/ RECORD FROM: COUNTY BENCH l£1£ZS (Na COUNTY IO?T. CONTROL OA TA} ELEVATION: 6/i,119 DATUM: NG~ fT /929 / DATE INITIAL ENGINEER OF WORK FOR CONSTRUCTION LEGEND AND NOTES SEE SHEET 25 DATE \ INITIAL REVISION DESCRIPTION OTHER APPROVAL ' ' \ I \ \ \ \ \ \ I \ DATE \ \ I ' ' I \ I ' ' INITlAL CITY APPROVAL ' I I \ CITY I I I I OF KEY MAP 1/ NORTH \ CARI.SBAD I 5301 PLANNING DEPARTMENT Lill 9 CONSTRUCTION PLAN FOR: Calavera Hills II Village lJ Al <OVED-y1,..,-' 3-IS~O'-/ ASSISTANT PLANNING DIRECTOR DATE DWN BY:"Ji!IJ! I PROJECT NO, I DRAWING NO. CHKD BY: JE RVWD BY: CT-01-04 401-6L CMWO APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. O') N 1-w w I ■ ■ ■ ■ I (, I 8 ,_____..._.i / ___, I !' ' .. P=308.00, FF=308.67! ' ---~.J \ ,. i 'I ' • 'I 14 DATE, €>/20/0o DRAlr'IN 6Y, JE/MM0/C.<S J06 NUMElER, 02085.2 FILE, REVISIONS, •"\ I ,' --, I~., (/ / ... ··-·-··~--··;-,"'· " I : ' ' ; ! ; , L .. , ( "\ i I c; i----'t' .. .. .. . I 2•-0"' < .. , _L 2'-0" :·\.,~ ~~--1 1- ~;c=;;=':~;,=;;i' P=306.25 I 4'-0" : .. : ' FF=306.921 ' () I N ' ----·-·-"··-,.··-··--I I GFF=305. 2 ·o ~ ei 0 "' £ '-"'a..+-l K: > ~1• . , lO 0 II e: '-" P=306.10 1FF =306. 77 P=306.10 FF=306.77 .. ¢10WflRD fl~SOClflTf S T 2835 Camino del Rio South Suite 210 San Diego, Callfornla 921 D8 (619)718-9660 FAX (619)718-9669 RLA #2919 .. :,•:~-~~·--::~,;i'~;;::m·~",m1c. ~".C:::iJ~-::"·~;~;;-~ : ~7 -:~-~ ~-: ... : .. --,-....... ·,, • .. COLLEGE \ "AS-BUILT " P.E. EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE I I BLVD. MA .• 'l' ---·· 60' i BENCHMARK: DESCRIPTION: STANOARO 1,1-10 STH££T CENTERlJN£ IIEI1 l,ICW(Jl,l£/(T LOCATION: CENTERlJN£ OF El CAJIINO RrAl AT ENCINEEf{S STA !TON 451+92 PER R.S 1800-1 RECORD FROM: CO/INTY BENCH lEl£1.S (NO. COUNTY ',ERT. CONT!?Cl OATA) ELEVATION: 68.479 DA TTJM: NG',{) IT 1929 \ \ \ \ . • \ \ \ • DATE ' \\ INITIAi. ENGINEER OF WORK . •' G F=:l03.02 I I I 1··-··-· -----·-·· ----- ! P=302.8 ___ \FF=303. F ■ ■ ■ ■ ■ ■N ■ CY) -~ ■w I I Cl) w w Cl) w z -...J I (.) ~ ~ l--7··-.,·•---·-· l ■ 12 ■ ■! -• FOR CONSTRUCTION LEGEND AND NOTES SEE SHEET 25 DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL KEY MAP 1/ [ji] CITY OF CARISBAD Lill 1 PLANNING DEPARTMENT 9 CONSTRUCTION PLAN FOR: Calavero Hills II Village II F,;j~ov/"b,A 3-IS-()l/ ASSISTANT PLANNING DIRECTOR DATE DWN BY:~ I PROJECT NO. I DRAWING NO. DATE INrTIAL CHKD BY• JE CITY APPROVAL RVWD BY: CT-01-04 407-6L CMWD __ -__ _ i /\ I j i I ' I ......... ,+--,-4~. I !2•./.0" ll-OU "' "' OJ 0 .-- I I I f, C) GFF~302.8 'f::: i ~-\i 'olH....," p = 3Q·2~ts\• FF=303.52,. 2 1-011 ------··-1-l 41-olt \ '/\ ) v.~ ·;:;:.:._· -0;_"'•-'+-'-'7 ,L_) 12 --=. ---,---~ -~•t· APPROVED FOR PLANTING ----- AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, t,/20/0~ DRAY'IN BY, JIE/MMO/C<S> JOB NUMBER, 02085.2 FILE, REVISIONS, ' ' A ¢10WflRD ft)SOClfllf S T 2835 Camino del Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 ------ ''AS-BUILT P.E. EXP. ___ _ REVIEWED BY: INSPECTOR I / / DATE DATE / I I ' ' I I / ( ---- .....::::.._ ---- --- / .. / / - I \ \ / - / / / ! -- BENCHMARK: DESCRIPTION: STANDARD Al-10 STl/£ET CENT'ERUN£ #Ell MONIJUENT LOCATION: CENlFJ?l/N£ OF El CANINO R£AL AT ENCINEER's STA lTa'I -154+92 PET? R.S 1800-1 I \ \ ; . ' • ' \ \,, . I I I RECORD FROM: COUNTY BENCH lEVE!.S {NO. COUNTY '£RT. CONTl?Ol DA TA) ELEVATION: 68.-179 OAllJM: NGl,f) OF 1929 / I / / i I \ I I I f • I ! \ / / \ \ .X. \ ' ' . ' • I' I • .r / ' .. ! i / ! / ' I I I I I / I ' • i i ! --/ \ -~--.:.:.::. . ~ '· ---\ OATE INITIAL ENGINEER or WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE KEY MAP 1/ NORTH \ FOR CONSTRUCTION LEGEND AND NOTES SEE SHEET 25 Lill 2 CITY OF CARLSBAD 00 9 PLANNING DEPARTMENT PLANTING PLAN FOR: Calavera Hills II Village lJ A('. ROVE7 --e« 3-1.S--oy' ASSISTANT PLANNING DIRECTOR DATE DWN BY:~ PROJECT NO. DRAWING NO. INITIAL CHKD BY: JE CITY APPROVAL RVWD BY: I CT-01-04 I 407-6L CMWD I ' I ' ' ' \ \ \ i I I I i i ' \ i I ' \ APPROVED FOR PLANTING i I i I r I I I ,\ ! \ -I / ./ 1\ J\x; ... \.-••\ , / .1 I \.,J , /---i \ ' ;. ,-· \ \ I _,,-•1 ' _I ~t :\ \ .---- 41 Ji , f / \ \ _,//__. . '-0' ' \ . ~-"-:+-' _.;._·• -1/f:__,L,jl ~-/ .... _,····,.. ""' \ I .\ ,-' __ ,'\/•";@10. \,. ,-1__.·1 V \ . \ I .i-· _,. \ ' -·· •. I \ ~> -\ ~~-... ,, -~----\\ \,... ' ,, -~ , . '' "·( I I,,,_ I , • DATE, t,/20/09 AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DRAl<'IN 6Y, .JE/MMO/C5 .J06 NUM6ER, 02085.2 FILE, REVISIONS, 2835 Camino del Rio South Suite 210 San Diego, Callfornla 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 "AS-BUILT " P.E. EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE , , , , , , , , , , , , , I I ! BENCHMARK: DESCRIPTION: STANOARO 1,/-10 STREIT CENTERI.INE 1/El.L l,/OMJl,l£Nl LOCATION: CENTFRUN£ OF El CAJ,f/NO REAL AT ENGINEER's STAllON ,tS#92 PER R.S 1800-1 RECORD FROM: COllNTY BENCH l.EV£l.S (Na COUNTY IERT. CfNlliOl DATA) ELEVATION: 68.,(.19 OA T/11,/: NC',fJ OF 1929 PLAY AREA NOTES I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS Or PLAY AREA BErOR ORDERING PLAY EQUIPMENT. 2. SAND SHALL NOT BE PLACED UNTIL THE PLAY EQUIPMENT HAS BEEN INSTALLED. 9. SAND SHALL BE IMPORTED, CLEAN, DOUBLED 1-'lASHED, MANUFACTURED #20 SILICA SAND, rREE Or DELETERIOUS ORGANIC MATERIAL, LOAM, CLAY AND DEBRIS, VIIITH A "MEAN EFFECTIVE SIZE" BETVIIEEN .55" MIN. AND .65" MIN. AND A "MEAN UNIFORMITY COEFFICIENT" BETVIIEEN 1.00 AND 1.54. THE CONTRACTOR SHALL SUBMIT CERTlrlCATION Or THE ABOVE REQUIREMENT TO THE LANDSCAPE ARCHITECT AT THE TIME OF PRODUCT 5UBMITTALS. 4. PLAY EQUIPMENT SHALL BE INSTALLED AS PER THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS, INCLUDING SAFETY ZONES. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE INSTALLATION OF PLAY EQUIPMENT. 5. PLAY EQUIPMENT SHALL NOT BE INSTALLED UNTIL FINAL APPROVAL BY THE LANDSCAPE ARCHITECT. b. THE TOP OF ALL PLAY AREA FOOTINGS SHALL BE 12" BELOVII FINISH GRADE OR RESILIENT MATERIAL, 1-'llTH A SMOOTH FINISH. 1. ANY SUBSTITUTIONS OF SPECIFIED EQUIPMENT MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. CONTRACTOR 15 REQUIRED TO FURNISH SHOP DRAVIIINGS IN ORDER TO MAKE A DETERMINATION. e. MINIMUM DISTANCE FROM CONCRETE SURFACE TO ANY PLAY EQUIPMENT SHALL BE t,'-0" UNLESS OTHERVIIISE RECOMMENDED BY THE MANUFACTURER. <:!. REFER TO LANDSCAPE STRUCTURES SHOP DRAVIIINGS FOR LAYOUT OF PLAY EQUIPMENT IN PLAY AREA. 10. RESILIENT PLAY SURFACING SHALL MEET THE REQUIREMENT OF CPSC AND ASTM FOR PLAY AREAS. ALL RESILIENT SURFACING SHALL BE INSTALLED ON A CONCRETE SUB-BASE. 0 30' i DATE INITIAL DATE INITIAL DATE INrTIAL ENGIN£rR OF' WORK REVISION DESCRIPTION OTHER APPROV!\L CrTY APPROV!\L KEY MAP I ~ NORTH \ FOR CONSTRUCTION LEGEND AND NOTES SEE SHEET 25 CONSlRUCTION PLAN FOR: DWN BY: CHKD BY: .,JE~- RVWD BY: Colovero Hills II Villogt1 U PROJECT NO. CT-01-04 407-6L I DRAWING NO. ~------~ CMWO __ -__ \ / i ; APPROVED FOR PLANTING \ \ I I AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RE 914.5 ;·· . IE 9I9.<IO .. \ ·\,,'\ '-~."\, I i / \ I / ' I \ \ i ' I , ; ' ' , ; ' , , , , I \. \ \ \ \ \ I I \ \ ' ' \ I , I ' I I i I I / I ; I ,' I ! / / ' ' ; ~ 91~-~4/ IE; 914.~4 , \ \ \ -~-, .,..V"''r"'. • SIONA.ruRE 1:2/16/09 / ' ' , I I , , ' \, . FS 319."'I IE ;3II.<IO \ \ , \ \ / \/ ;~ ! ! \ \ \ ' ' \ I \ \ \ RE 91~,44 IE 91 ,44. DATE, 6/20/09 DRAJ/'IN 6Y, JE/MMO/CcSo JOB NUMBER, 02oe5.2 FIL.E, REVl510N5, RE 9I9.<I . TE 3T9.58>,_..~~--;_:- FS 9I9.<I IE 911.50 RE 919."'14 IE 9I;3.0b PC-914.0 RE 919.B<I IE 919.1<1 2835 Camino def Rio South Suite 210 P.E. RE 19I9.2 IE :810.l<I / , ,, .,, / ., ,, / ,,,, / RE 5/ 1~912. .,{' "AS-BUILT " EXP. ___ _ DATE San Diego, California 92108 (619)718-9660 REVIEWED BY: FAX (619)718-9669 INSPECTOR DATE RLA #2919 / IE 90<1.41 I ! BENCHMARK: DESCRIPTION: STANOARO M-10 STREU C£N1ERIJN£ 1/fiL l.((JNW£NT LOCATION: CENTERtJNE fT El CAJIINO REAL AT ENGINEEl?'s STA llON ,/5#92 PER R.S 1800-1 I RECORD FROM: COUNTY BENCH /.£1£l.S (Na COUNTY ',UiT. ctJNTROl DATA) ELEVATION: 68.~79 DATUM: NG.O fT 1929 Drainage Legend SYMBOL $ 0 ◊ - F6 FF FS IE PC RE TC Tl"! DRAINAGE NOTES DE5',RIPTION 4" DRAIN INLET JIIIITH <SREEN PLASTIC FLAT ISRATE 4" DRAIN INLET l"IITH <SREEN PLASTIC ATRIUM ISRATE 4" DRAIN INLET l"IITH -4" SQUARE BRASS l!>RATE RIISID PVC DRAINLINE 4" PERFORATED PIPE DIRECTION OF FLOJ/11 FINISH i!>RADE l"INISH l"LOOR FINISH SURFACE INVERT ELEVATION POOL COPINIS RIM ELEVATION TOP 01" CURS TOP OF JIIIALL I. ALL LOCAL, MUNICIPAL AND STATE CODES, LAV'IS, RULES AND RE<SULATIONS PERTAININ<S TO ANY PORTION OF THIS Y'lORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE PLANS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE ViORK HEREIN PRIOR TO BE<SINNIN<S ViORK. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND PROTECT IN PLACE ALL EXISTIN<S UTILITIES PRIOR TO BE<SINNIN<S ANY CONSTRUCTION. ANY UTILITIES DISTURBED DURIN<S CONSTRUCTION SHALL BE REPAIRED AND/OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 4. PROVIDE EARTHEN BERMS AT THE TOPS OF ANY PROPOSED OR EXISTIN<S SLOPES cSREATER THAN bd cSRADIENT, SUFFICIENT TO DIRECT SURFACE FLOY'l OF V'IATER AV'IAY FROM SLOPES. 5. BURY ALL DRAIN LINE Y'llTH A MINIMUM OF 12" COYER. b. ALL DRAIN LINE SHALL HAYE A POSITIVE FLOY'l Y'llTH A MINIMUM 6RADIENT OF 1%. 1. ALL DRAIN PIPE SHALL BE 4" RlcSID PVC-. FLEXIBLE PIPE SHALL NOT BE ALLOY'lED. e. 6RADE ALL LANDSC-APED AREAS TO DRAIN AT 296 MINIMUM GRADE TOY'lARD AREA DRAINS OR CURBS. <SR.ADE TURF AREAS AT 4, I MAXIMUM. "'I. SEE CIVIL EN6INEER'S PRECISE tS>RADINcS PLANS FOR CIVIL EN<SINEERING DRAIN LINES AND CATCH BASINS AS SHOV'IN. FIELD ADJUST AS NECESSARY TO POSITION DRAINS C-ORRECTL Y IN PLANTING AREAS. DATE INITIAL DATE INITIAi. DATE INmAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CIT'I' APPROVAL KEY MAP 1/ 30' i 00 CITY OF CARLSBAD [E 4 PLANNING DEPARTMENT 9 DRAINAGE PLAN FOR: Co/overo Hills II Vi/loge U ~'Wf.o~~ .'2.-IS---04 ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: JE CT-01-04 407-6L RVWD BY: CMWD __ -__ _ __, 5 • , .,! f.-. --,-, --J--+---,-,-,~-.r+.--,-i . . .. . ... ~ : ~ •. . .·• F'-=~_._,.:_.• --'---'-'-'.JJ../-,._.,:;, SEC,TION NOT TO 5C-ALE 4" C.ONC.RETE PAVIN6 -2500 PSI 411 2e DAYS UNLESS OTHERV,ISE SPEC.IFIED 2" BASE IF REQUIRED BY SOILS REPORT 119 REBAR 411 18" O.C.. OR bXb IOXIO J.-"UAlM C.OMPAC.TED 5UB(:IRADE 1/2" PREFORMED FELT EXPANSION JOINT V,ITH 1/4" RADIUS 411 ED6ES 1/4" SAJIIIC.uT OR TOOLED 5C,ORE JOINT PER C.ONSTRUC.TION PLAN NOTE: ALL SUB-BASE AND REINFORC-EMENT SHALL BE PER SOILS/STRUCTURAL EN61NEER. (A)..,_P_o_o_L_D_E_c._K _________ _ DECK DRAIN TO ALl6N l-"IITH SCORE JOINTS. PLAN VIEl-"l -NT5 . . @f-----'=.-!- ©1-----• . .. •. 5 0 !I" !!G. ~ Di'AIN MlATE ('!ATIN l"INl!IH) IN CONCRETE OEGK AREAS (!la: L!:51:cND) 0 !I" DIA. f'VG lllSE!t. PIPE @ 0 l"!l!E-FOllMED l!Xf'ANSION JOINT V'IITH -TERf'ROOF G'"IJLKIN6 TO MATGH PAVIN6 DETAIL ® 5GH 40 'f'VG T1!E © 'l'VG Di'AIN PIPE 0 rlNl!IH al"-l'AGe @ ,-AVIN6 eASe PEil 501L5 Rl!f'OllT NOTE, CONTRACTOR TO INSTALL f"VC RISER AS NECE:55Al"Y TO ACHIE:VI:: MIN. I% Dl"AINAe.E: IN Dl'AINLINE. 5 , . •', . ~ _• .. _., ..... . ,..... ~ II---' 1 .. :• ·-.-•-~ ... . . 2 . · .. ,_ . 4 ' 4 CD STANDARD l-"IHITE POOL GOPIN(!; @ POOL Y'IALL l-"IITH REINFORc.lNcS PER SHOP DRAY'IINISS @ t," 6AND OF SX9 TILE 0 Y'IA TER LINE @ POOL DECK ® EXPANSION JOINT G) POOL PLASTER (B ),,__P_o_o_L_G_O_P_I_N_G ___________ _ 0 GREEN PLASTIC, FLAT OR ATRIUM GRATE PER LEGEND == 0 FINISH GR.ADE ® LOY-I PROFILE ADAPTER 0 UNIVERSAL OUTLET ® PVC RISER © DRAIN TEE OR ELL G) DRAIN PIPE 0 I CU. FT. CRUSHED ROCK 0 SLOPE TO DRAIN SECTION NOT TO SCALE 0 0 ® 0 4" GONC.RETE PAVIN6 -2500 PSI @ 28 DAYS UNLESS OTHERV,ISE SPECIFIED COMPAC.TED 5UB6RADE 1/2" PREFORMED FELT EXPANSION JOINT V,ITH 1/4" RADIUS @ EDGES 1/4" SAV,C.UT OR TOOLED SC.ORE JOINT PER CONSTRUC.TION PLAN ( C ),,__c_o_N_c._R_E_T_E_P_A_v_1N_G ______ _ 2 CD FINISH GRADE @ b" X 6" CONCRETE MOl-"l CURB @ 1/2" RADIUS @ IIS REElAR CONTINUOUS ® 5U6GRADE C,OMPAC TED PER SOILS REPORT (D) BRASS DRAIN GRATE IN PAVED AREAS (E ),,__LA_ND_S_G_A_P_E_D_R_A_IN ______ _ (F ).,__G_O_N_G_R_E_T_E_M_O_~_G_U_R_B __ _ ---2 3 )-----~ ----i 4 )-----~ SEC.TION \ 9b" MAX. RADIUS ELEVATION -C.ROl-"IN DIMENSIONS PLAN VIEl-"I PVC HEADER BOARD 9/4" -I" 6AP = J_ ;r} ( ~' ,;, SLIP JOINT DETAIL NOTE: I. COLOR SHALL BE BROV>IN 0 FINISH 6RADE TURF AREA 0 FINISH 6RADE 6ROUND GOVER PLANTING AREAS 0 FACTORY GUT THERMAL EXPANSION SLIP JOINT 0 2" X b" BEND-A-BOARD PLASTIC, HEADER BOARD 0 PLASTIC STAKE @9" O.C. MAX. USE PLATED DECK SCREY'!S FOR ATTACHMENT 0 1 6A. 6ALVANIZED STEEL HAIRPIN. 2. INSTALLATION NOTES, -USE COARSE Y'!OOD Y'!ORKIN6 TOOLS FOR GUTTING AND DRILLIN6. -USE PLATED SCREY'!S OR RING SHANK NAILS TO JOIN BOARDS. -ALLOY'! FOR THERMAL EXPANSION BY LEAVIN6 6APS IN THE SLIP JOINS OR AT THE END OF THE RUN. -DO NOT SCREY'! THROU6H SLIP JOINT. 's('- = () I - - =:ffi __ 11 I 111--1 I =111 -1 I I 11 J111 11~111 111 1111= ------- -·· --I I I --1---111--111--111-11 ,• .•. ·.· .. · .; . --111--111- 111 111 111 11-:~ ,~; ~~. ; 111 111 111 I-,_ -· •.·· · .. ··· .. -111-111----. · .. · .... · .----- I -= "-'-j.yi'"'T, --111111111 -I I 1-1 I I I 1-1 I I I I I 1--·-· I I I 5 0 0 ® 0 ® 0 0 0 (H) RETAINING, PLANTER V'lALL exexl6 C,MI.J l-"IALL -i"IATERPROOF ElACK i"IHERE RETAINING 12" l-"IIDE X 4" HlcSH BLOCK CAP STUCCO COAT TO MATCH ARCHITECTURE CONCRETE FOOTIN6 114 RE6AR CONT. IN FOOTIN6 AND TOP COURSE 114 RE6AR @ 16" O.C. COMPACTED SU6GRADE 4" PERF. DRAINLINE l-"IRAPPED IN MIRAFI FILTER FABRIC IN 12" DIA. CRUSHED ROCK ElAND -CONNECT TO AREA DRAINAGE SYSTEM FINISH 6RADE 6" 6ELOll'I l-"IALL CAP FINISH SURFACE OF PAVIN6 NOTE: l-"IALL5 OVER Ie," HIGH SHALL SE CON5TRUC TED PER. COUNTY OF SAN DIE60 REGIONAL STANDARD DRAWINGS ... ¢10WflRD flSSOClflTf S T ~ 5 CITY OF CARLSBAD ~ 9 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DA,C J/111/04 EXP. DATE OF CA\-1~0 DATI=, 6/20/09 DRAl"IN SY, JE/Ml-'!0/C,6 J06 NUMBER, 02085.2 FILE, R.EVl510N5, 2835 Camino dol Rio South Suite 210 San Diego, California 92108 (619)718-9660 FAX {619)718-9669 RLA /1-2919 "AS-BUILT " P.E. EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE BENCHMARK: DESCRIPTION: STANDARD 1,/-10 STREET CENTERl/NE IIE/.1 Mr,//Jll£NT LOCATION: C£NTERl.lN£ (Y' El CAIIINO REAL AT ENGINEER"s STAllON ,15,#+92 ffR R.S 1800-1 RECORD FROM: COUNTY BENCH LEJ-fl.S {NO. COUNTY VERT. CONTRa. DA TA) ELEVATION: 6/J.,/-79 OATIJM: NG',fJ (Y' 1929 DATE INmAL ENGINEER OF WORK PLANNING DEPARTMENT CONSTRUCTION DETAILS FOR: Calavera Hills II Village U =,:mOVEIL , . / •'2-ll 3-IS--CJL/ . ' ASSISTANT PLANNING DIRECTOR DATE DWN BY:--::mm::= I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKD BY: JE CT-01-04 OTHER APPROVAL CITY APPROVAL RVWD' BY: 407-6L CMWO __ -__ _ D z ll.l I!} lri~ 0... z r o Ir I!} 0 -::::, ll.l ll". Ir \J) z () 0 11) k ~ 4'-1/2" O.C. 11 0 @ ® 0 ® 1-1/E>" O.D. ROUND i1J61JLAR STEEL POST lt-llTH CAP o E>'-0" MAX. O.C.. SPACING. 1-9/E>" O.D. ROUND TOP AND BOTTOM RAILS -PAINT TO MATCH POSTS 5/4" O.D. ROUND PICKETS @ 4-1/2" O.C.. SPACING -PAINT TO MATCH POSTS C.ONC.RETI: FOOTING FINISH GRADE . Tr 111 F.iiill,, I 0 @ ® 0 ® © 0 1-1/E>" O.D. ROUND i1J61JLAR STI:EL POST il'IITH CAP. PAINT TO MATCH FENCE 1-S/e," O.D. FRAME -PAINT TO MATCH POSTS 9/4" O.D. ROUND PICKETS @ 4" O.C.. MAX. 5PAC.IN6' -PAINT TO MATCH POSTS CONCRETE FOOTIN(S -SLOPE TO TOP OF DRAIN FINISH 6RADE SELF-CLOSING, HIN6ES LOCKABLE LATCH TO MEET POOL AND ADA CODES ~ I!) Ill lU llJ ..J ILZ f---C) i~ !!!~ ~ C) I.) 0 .2X6 DOU6LAS FIR CAP @ .2X4 DOU6LAS FIR RAIL OUTSIDE ® IX4 DOU6'LA5 FIR RAIL INSIDE 0 4X4 REDVIIOOD POST @ 8'-0" O.C. MAX. ® IXI!:> CEDAR BOARD FENC.IN6 © CONCRETE FOOTING 0 FINISH 6RADE • - GA~..,.!_U_B_U_L_A_R_S_T_E_E_L_F~E-N~C.""""'!!E~ _ ~ NOT TO 5e,ALE (B)TUBULAR STEEL GATE Abt to s2XL@ (~)~OD FENCE SECTION NOT TO SCALE 0 @ ® 0 ® © 0 0 0 @) l'-6" (¢) SPA RETAINING J/IIALL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ if It ~ exexl6 C.MU lt-lALL - V'IA TI:RFROOF BACK lt-lHERE r i RETAININ6 ll.l :t 1.2" J.".IIDE X 4" Hl!SH BLOCK CAP Si1Jc.C.O COAT TO MATCH ARc.HITI:C.i1JRE = C.ONC.RETI: FOOTIN(S ~ =114 REBAR CONT. IN FOOTINe. AND TOP COURSE =114 REBAR o 16" O.C.. COMFAC.TI:D 5U66RADE 4• PERF. DRAINLINE l"IRAPPED IN MIRAFI FIL TI:R FABRIC. IN 1.2" DIA. CRUSHED ROCK BAND - CONNECT TO AREA DRAINAcSoE SYSTEM FINISH cSoRADE 6" BELOJ.".I J.".IALL CAP FINISH 5URFAc.E OF PAVIN(S A I 1· ,l I I " • I • • I 4 • •I . • ,l 't 10" SECTION NOT TO SCALE ® 0 0 @ ® 0 ® © 0 6" CMU !'\ALL l'\ITH II:; REBAR VERT. o 16" O.C. IN GROUTED CELLS CONCRETE FOOTING Y-IITH #9 REBAR CONTINUOUS STUCCO COAT TO BE SELECTED BY DEVELOPER. CROY-IN CAP TO DRAIN. FINISH 6RADE 12" Y'llDE X 4" HIGH CONCRETE CAP Y-IITH CONTRASING COLOR STUC.CO 1'-0" MIN. TO DAYLIGHT #9 REBAR AT MIDHEIGHT AND TOP COURSE NOTI:, J.".IALLS OVER If!>" Hl!SH SHALL BE C.ON5TRIJC.TI:D PER COUNTY OF SAN DIEGO REcSolONAL ST AND ARD DRAVIIINcSoS (F)----s_T_uc._c._a_~_A_L_L ________ _ DATE, 6/20/05 DRAJl'IN 6Y, J!E/MMO /C6 Joe NU!vf6ER, 020E>5.2 FILE, REVl5ION5, A <l:10WftRD ft~SOClftltS T 2835 Camino del Rio South Suite 210 San Diego, Callfornla 921 OB (619)716-9660 FAX (619)718-9669 RLA ;1!2919 "AS-BUILT " P.E. EXP, __ _ REVIEWED BY: INSPECTOR DATE BENCHMARK: DESCRIPTION: STANOARO M-10 STTr£ET C£NlERt/N£ HEU IION/JUENT LOCATION: CENlERUNE OF El. CAUINO Hf:Al AT EJIGINEER's Sllt 7l(K-{ 454+ 92 PER R.S 18(](}-f RECORD FROM: COUNTY BENCH lEffJ.S (NO. COUNTY lel CON11?0l DATA} ELEVATION: 68../79 OATW: NC',f) OF 1929 PER CONSTRUCTION LE6END ELEVATION NOT TO SC.ALE .-1----11 (~) J/1100D GATE • 9 II) • () I N . +---...L..----n~-...,.., ~+-------tt-F==ttt===H+~,-+---"\= = "t N I t-'k----1+.I ;J---;:-,::, 15" D z ~ t, It ll.l ll.l --1 5 0... z r () Ir I!} 0 4 ~~ \J) z () 0 .... .T ~ 11-011 SECTION NOT TO SCALE CD BLOCK CAP @ @ ® ® G) @ @ @ @ (2) :114 CONT. tt TOP .2Xb DOUGLAS FIR CAP .2X4 DOUcSoLA5 FIR TOP, BOTTOM AND SIDE RAILS INSIDE IX4 DOUcSoLAS FIR RAIL OUTSIDE 4X4 REDll'IOOD POST FER FENC.E DETAIL IX8 CEDAR BOARD FENC.IN6 2X4 DF BRAGE INSIDE FINISH 5RADE 5ELF-CLOSIN5 LATCH HEAVY DUTY HINGES C.ONC.RETE FOOTING @) t;"XE/'Xl6" SPLIT FACE BLOCK - 6ROUT FILL ALL CELLS Jl'ilTH REINFORCINIS G) FINISH i::,RADE @ CONC. FOOTIN6 @ :119 REBAR C.ONT. ® TOP $ BOTTOM G) BEARINcS C.APAC.ITY PER SOILS REPORT @ 5'-0" 17JBULAR STEEL FENC.E @ :119 HORIZ. ® 24" O.C.. Q0 EMBED VERT. BARS 20" INTO FTcS. @ 9" C.LEAR C.OVER ON REBAR @ SLOPE V'IHERE OC.CURS (@ C.ONCRETE DECK @ POOL SEC.TION NOT TO SC.ALE MASONRY 4 TUBULAR STEEL FENGE urJ I 536ET I CITY OF CARLSBAD PLANNING DEPARTMENT 9 CONSTRUCTION DETAILS FOR: Colovero Hills II Village ll -t~ROI/Ell... -/ 3-IS"=-~ ASSISTANT PLANNING DIRECTOR DATE OWN BY:--::mii:r= I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: JE CT-01-04 407-6L RVWD BY: CMWD _-__ _ e," • d) 8" 2'-0" 2'-f!>" TYf'. SECTION MOT TC SCALE (D TILED 66G C.OUNTE!it 6" TILE TO BE SPECIFIED. ALLOV'I $4/SF FOR PURCHASE @ f!>" DEEP OYERHAN6 AT COUNTER ® 16"5G. TRELLIS COLUMN TO 6x6 POST BASE (SEE TRELLIS DETAIW @ !SAS 6ElG (!:,RILL 'TURBO DELUXE 6-ElURNER 5RILL BY 6AR6EC.UES cSALORE. PH, 1-eoo-6RILL-UF, C.ONTRAC.TOR SHALL PROVIDE 5AS CONNECTION FROM 5TUB-OUT AT POOL BLD!S. (POOL EQUIPMENT AREA). @) 16"DEEP x6' LON5 STORAcSE SPACE UNDER COUNTER 5TUC.C.O FINISH TO MATCH 51DE5 ® 6"x6" TILE FACE, ALL AROUND G) f!>" C.MU V'l/#4 REBAR 411 16"0.C.. IN 5ROUTED CELLS @) 9/4" EXT. t!iRADE PL YV'IOOD @ .2x FRAMIN,S. 11D "!"O.C. @ CONCRETE PATIO @ MASTIC EXPANSION JOINT @ CONCRETE FOOTIN5 ~ REBAR V'IRAP CONTINUOUS @) CENTER SPACE VOID EXCEPT UNDER COLUMN AND AS NEEDED FOR SUPPORT 8) ELECTRIC.AL OUTLET V'IITH EXTERIOR COYER, CONTRACTOR SHALL COORDINATE i"IITH ELECTRIC.AL CONTRACTOR FOR CONDUIT SLEEVE INSIDE COLUMN NOTE, CONDUIT TO CONTINUE UP TO TRELLIS ABOVE, FOR CAN LlcSHTS MOUNTED IN FRAMIN5, SEE TRELLIS c A)1--P_A_V_IL_IO_N_S_E_C_T_I_O_N ____ 1 , __ 0 ,-, __ PL-AN_D_E-TA-IL ________ _ -'1 '1 - () I rn +I I '-0" 4'---' STEP HANDRAIL -D () - () I J l'-0" l 'I - {I) SEGTION/ELEVATION NOT TO 5GALE I 0 0 0 0 0 0 0 OtvflT CONCRETE V'IALK STEP HANDRAIL BOTH SIDES OF STEPS, 2' O.D. TUBULAR STEEL - PAINT TO BE SELECTED BY OV'INER 2" O.D. TUBULAR STEEL POST TO MATCH #3 CONCRETE FOOTIN,S, (TYP.) CONCRETE STEPS PER DETAIL FINISH 6RADE NOTE, HAND RAIL TO CONFORtvf TO ALL LOCAL, ST ATE, AND FEDERAL CODES. - () I APPROVED FOR PLANTING ... <tlOWflQD fl~SOClflTtS "AS-BUILT " AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DAT!:, 6/20/09 DRAY'IN BY, JE/MM0/C,G Joe NUMBER, 02085.2 FILE, REVISIONS, ... 2835 Camino def Rio South Suite 210 San Diego, Callfornla 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 P.E. EXP. __ _ REVIEWED BY: INSPECTOR = Q._ \.\) >--I- DATE DATE I 1-0" TYP. I 1-0 11 ---1 5 . . •1=:rTr==----+----- .. :,:~:.· llllil I 1-0" SECTION NOT TO SGALE . . . -· .. I 1-0" CONCRETE STEPS () I I.{) () 8 I · .a <J l.. . 4 • - {I) 2'-0" SECTION -() I 5' MIN. TO DAYLl6HT ENTRY SIGN V'tALL BENCHMARK: DESCRIPTION: STANOAHO Al-10 S11t££T CENTERilNE r,ru JIONI/MlN T LOCATION: CEN1FRUN£ OF El CAJIINO ~Al AT ENCIN£ER's STA llON "54+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH lEVElS (NO. COUNTY /£RT. WITROI. DA TA) EL£VATION: 68.-179 DA Tl/Al: NG',{) OF 1929 DI\TE INmAL ENGINEER OF WORK 0 0 0 0 0 0 0 0 PAVING PER DETAIL 1/4" RADIUS AT NOSE (4) TOOLED 5GORE JOINTS@ 5/4" O.G. PERPENDIGULAR TO DIREGTION OF TRAVEL EXPANSION JOINT -TYPIGAL AT TOP AND BOTTOM OF STEPS GONGRETE STEPS v--llTH #9 REBAR @ 16" O.G. MAX BOTH v--lAYS #5 NOSE BAR GOMPAG TED SUBGRADE PER SOILS REPORT POURED-IN-PLACE CONCRETE CAP (MATCH PILASTER CAP) SLATE VENEER -T.B.D. BY OV'INER PROJECT NAtvrE -10" TALL LETTERS (MATERIAL TO SE SELECTED BY OV'INER) 8" V'IIDE CtvfU BLOCK V'IALL V'I/ #4 REBAR @ 16" O.C. (VERT.) $ #3 REBAR @ 24" O.C. (HORIZ.) STUCCO FINISH -BACK SIDE OF V'IALL CONCRETE V'IALL FOOTIN5 V'I/ #4 REBAR ® 18" O.C (CONTINUOUS) FINISH 6RADE @ PLANTIN5 AREA COMPACTED SUB-5RADE TO -=15% OR AS SPECIFIED BY SO I LS EN61 NEER NOTES, I. CONSTRUCT V'IALL t FOOTIN6S PER RE610NAL STANDARDS V'IHERE RETAININ6 2. 6ROUT FILL ALL CELLS V'I/ REINFORCIN,S, OR BELOV'I 5RADE NOTTO SCALE I 537ET I CITY OF CARLSBAD I sH39 5 I PLANNING DEPARTMENT CONSlRUCTION DETAILS FOR: Calavera Hills II Villagt1 U J ~ ROV' ~ ~ ' -/ le,« ~-J.,:;-:.d, ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. DIITE INrTIAL DI\TE INrTIAL CHKD BY• JE REVISION DESCRIPTION OTHER APPROVAL CrrY APPROVAL RVWD BY: CT-01-04 407-6L CMWD __ -__ (1) I - :2'-b" 't. l'-8" 12 1-011 1'-0" 't. :2'-b" l'-5" 0;' l[j \ S'-0" CLR. !"LAN NOT TO SCALI!! - ----. e -u~ r®r@ ,,--... > l'Vll"'11!lt !!ND J.LLLU.LJ _ _l_ 1 I I ' l__J__J_ I I I I .LL.LL.Lil' . / M M ' . () ' _,, M M \ .. - bXb DF POST -CHAt,JFER TOP I" @ 45 DE6~ES 4Xl:2 DF BEAM -BOLT THROU6H - BEAM ENDS TO MATCH JOIST ENDS 4Xl:2 DF JOIST -]A -L.l_ ---·- ~ 1 ---· 00 "== != --,J l ····-· J (4) :2X4 DF RAFTER@ b" O.C.@ THE INSIDE RADIUS. SET RAFTERS ON RADIUS, EVENLY SPACED ALL AROUND. @ SIMPSON CB66 COLUMN BASE @ 1:2" SQ. STUCCO COLUMN ~ATION NOT fo £ALE 00 w ~ \ r . / i ' _ _[~}--"-\'--(D 5 ~ '\ - ~ b 0 -□ I -"I r1> i-------® POOL DECK IX8 PLANT-ON AT COLUMN BASE. CHAMFER TOP ED6E I" @ 45 DE6REES. TYP. EACH POST. :2X8 PLANT-ON, CHAt,JFER EXPOSED ED6E I" @ 45 DEGREES. TYP. EACH POST. IXb PLANT-ON, CHAMFER EXPOSED EDGE I"@ 45 DEGREES. TYP. EACH POST. / 4" I'-'- -~ v~R=e" JOIST END rl:\ V'-IOOD OVERHEAD AT BBQ ® 0)i---------------BBQ COUNTER -SEE DETAIL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, t,/20/03 DRAJ/IIN BY, JE/MMO/C,cS, JOEi NUMBER, 02085.2 FILE, REVl5l0N5, I I ... ¢10WflQD ft)SOClfllf S T 2835 Camino del Rio South Suite 210 Son Diego, California 92108 (619)718-9660 FAX (619)718-9669 RLA #2919 "AS-BUILT " P.E. EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE SEE PLAN FOR LOCATION • co i· _, "' 0 TILED sea COUNTER 6" TILE TO se: SPECIFIED. ALLOY'( $4/SF FOR PURC,HASI!: 0 ® 0 e/' DEEP OVERHAN6 AT COUNTER 16"5G. TRELLIS COLUMN TO 6x6 POST SASE (SEE TRELLIS DETAIL) 6AS sea i!-R.ILL 'TUROO DELUXE 6-euRNER 6RILL SY BARBECUES 6ALORE. PH, 1-8OO-cS>RILL-UP. CONTRACTOR SHALL PROVIDE cS>AS CONNECTION FROM STUB-OUT AT POOL SLD5. (POOL EQUIPMENT AREA). f's\ 16"DEEP x6' LON6 STOR.A,!,E SPACI!: UNDER \J COUNTER.. STUCCO FINISH TO MATCH SIDES 0 ELECTRICAL OUTLET J.'IIITH EXTERIOR COVER, CONTRACTOR SHALL COORDINATE J/'llTH ELECTRICAL CONTRACTOR FOR CONDUIT SLEEVE INSIDE COLUMN NOTE, CONDUIT TO CONTINUE: UP TO TRE:LLIS PLAN ABOVE, FOR CAN Ll6HTS MOUNTED IN ~ (8) .. _B_B_a __ P_A_T_1_o _________ No_r_r_o_s_cA_L_E _________ FRA __ M_IN_6_, s_E_E_TRE:--LL_l_s_P_LA_N_._D_E_TA_I_L _____ -_ -_ -- BENCHMARK: DESCRIPTION: STANOARO Al-10 STRfET CEN1Em/N£ WEU AIONIJIIENT LOCATION: CENTERl/N£ OF El CAJlfNO REAL AT ENCINEIJtS STA TTllV -151+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH £[1,flS (Na COUNTY ',OT. CONTROL 0A TA) O.EVATION: 68.-119 OA ll/AI: NG',O OF 1929 DATE INITTAl ENGINEER OF WORK DATE INITW. DATE INITW. REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~ CITY OF CARISBAD 00 8 PLANNING DEPARTMENT 9 CONSTRUCTION DETAILS FOR: Colovero Hills II Vi/loge U A :~ovr~.,-' 3-/S--df' ASSISTANT PLANNING DIRECTOR DATE DWN BY: " PROJECT NO. DRAWING NO. CHKD BY: JE RVWD BY: CT-01-04 407-6L CMWD _-__ _ 9'-0" r 7 • T ; tt" II I N Jj ~ • 4" 4" 4 1-011 @ BBQ Counter EQ 3'-0" SQ. 0 0 0 0 ® 0 0 .f 0 0 @) ® @ @ e 13'-6' PLAN VIEW Notto scale CAST IN PLACE CONCRETE TOP JIIIITH TILE ON TOP AND ALL FACES -TILE TO BE SELECTED BY DEVELOPER BBQ UNIT AND LID -DCS9600AR LOJ/11 SEAT JIIIALL PER DETAIL STONE VENEER TO MATCH ARCHITECTURE 119 REBAR HORIZONTAL ,m, lb" O.C. MAX. 6" HI.SH CONCRETE BASE -COLOR AND FINISH TO MATCH ADJACENT PAVIN6 EXPANSION JOINT 114 REBAR VERTICAL @ lb" O.C. IN cSROUTED CELLS CONCRETE FOOTIN6 8" BLOCK JIIIALL STUCCO FINISH TO MATCH ARCHITECTURE 5AS LINE TO BE INSTALLED BY CONTRACTOR FINISH cSRADE FINISH SURFACE OF ADJACENT PATIO NOTTO SCALE EQ. 4 ,---1 2 0 1:2" CMU, J,"1/#4 REeAR Cl lb" O.C.. IN 5ROUT CELLS 0 6">< 16" CMU CAP ® S ROJ/115 6"5G!. TILE CAP 0 6"x6" TIU: FACE, :2 SIDES ® S'TUCC,O COAT TO MATCH POOL BLD5. ® CONCRETE FOOTINcS JIii/ 414 REBAR CONTINU05 • ',l .. .. . • . .. . ., . -. . . _ __, b 0) CONCRETE DECK di) SPA N ® CONCRETE DECK • POOL l 1 0 COMPACT SUElcSRADE PER SOILS EN5. REPORT @) MASTIC, EXPANSION JOINT ~BD,_T __ I __ L_ED_~_A __ L __ L _________ _ ~ _ NOT TO SCALE 0 ENTRY SI.SN Y'IALL EID ~ 12 X 12 CUT STONE VENEER SET Cl 45 ANcSLE A5 \.::) SHOY'IN. STONE SHALL BE PINON RB, AVAILABLE FROM DESANTANA STONE -866-<!92-2189. APPLY CLEAR SEALER, AQUA MIX -SEALERS CHOICE 15 .SOLD PREMIUM SEALER -AVAILABLE AT THE HOME DEPOT. 0 PROJECT NAME -ACRYLIC. LETTERS BY OTHERS 0 PROJEC. T LO.SO (BY OJ,',lNER) ® LEDcSESTONE VENEER BY STONE PRODUCTS CORPORATION, TYPE -SOUTHERN LED6ESTONE, COLOR -CHARDONNAY C.SV-2054, AVAILABLE THROUcSH RC-P BLOCK AND BRICK, 160-159-1164. 0 PLANTER BOY-IL -DURA ART STONE C.A5T STONE KEDITERRANEAN BOY-IL (XS) -9' DIA. X 12" Hl6H J,',llTH 9" DRAIN HOLE, COLOR -RUSTIC, BROY-IN, TEXTIJRE -LlcSHT SANDBLAST. AVAILABLE FROK DURA ART STONE, 800-821-1120. PROVIDE 9/4" PVC. IRRl6ATION LINE THROU5H PEDESTAL INTO PLANTER BOY-IL. 0 POURED-IN-PLACE CONCRETE JIIIALL CAP (KATC.H PILASTER CAP). 0 LITE STONE PR.EC.AST C.ONCRETE PILASTER CAP IIAPC.2001, W AVAILABLE FROM LITE STONE C.ONC.RETE, 6l<!-5<!6-<!I5I. @ z :r 't 50" N 4 © 2011 +/-12" 20" SG. J I :32" SG. 5EC.TION NOT TO SC.ALE 5 1 0 BLOGK GOLUMN 0 LITE STONE PREGAST C,ONGRETE PILASTER GAP MODEL •APC-2001 ® STONE VENEER -SEE ENTRY Sl6N ELEVATION 0 #4 REBAR -ALL 4 GORNERS ® #4 REBAR RIN6 0 GONCRETE FOOTIN6 0 FINISH <!:>RADE SQ. STUCCO PILASTER . TYF. RAFTER END DETAIL 10" T .:.2-1/2' ____._,.2-1 /.:.2" BEAM END DETAIL CD @) 6X6 POST ON A MASONRY COLUMN. CHAMFER TOP AS SHOV'lN ISXIO BEAM -BOLT THROUGH @ POST ® 6X8 JOIST -BOLT THROUGH @ POST 0 4X4 RAFTER @ +/-12" O.C., CHAMFER ENDS AS SHOV'lN. ® CONCRETE FOOTING V'llTH =1=14 REBAR V'lRAP 16" SQ. CMU COLUMN BASE 12" SQ. CMU COLUMN #4 REBAR VERT. CENTERED 4"Xl6" CMU CAP ,--,,---0 FINISH 5RADE ~::::;;;ij~~o:;:±;;:~=~~iJ:I:t;:;=========================-;:t==:t:;:==== 2"X2O" CMU CAP • 0 I • ' -sj" Lfl I ' -- ---· 1 I I -, NOTE: I. REFER TO SHEET 18 FOR ENTRY MONUMENT LOCATION. (p) ENTRY MONUMENT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 6/20/05 DRAY'IN 6Y, JE/KMO/C5 Joe NUM6ER, 02085.2 FILE, REVl5l0N5, +--~ - I It-- ELEVATION Not to scale •------------- ct:10WflRD ft)SOClflltS T 2835 Camino del Rio South Suite 210 San Diego, Callfornla 92108 {619)718-9660 FAX (619)718-9669 RLA #2919 "AS-BUILT " P.E. EXP ___ _ REVIEWED BY: INSPECTOR DATE DATE BENCHMARK: DESCRIPTION: STANOARO 11-10 STHEET CENTrRl/N£ /lru MONIJIIENT LOCATION: CENlfJ?iJNE fF El CAIi/NO REAL AT EN61NEER's STAlfON 45-1+92 P£ll R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS {NO. COUNTY '£RT. Wv7l?Cl OA TA) ELEVATION: 68.479 OATlJII: NG';!) fF 1929 I 1== DATE INITIAL ENGINEER OF WORK !EEi LIS FLFYAIIQN NOT TO SCALE TRELLIS REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL STUCCO COAT TO MATCH POOL BLDG. STUCCO SCREED SIMPSON CB66 COLUMN BASE NOTTO SCALE I s391 CITY OF CARLSBAD I SH39 5 I PLANNING DEPARTMENT CONSTRUCTION DETAILS FOR: Calavera Hills II Village U ~OVE~/ .1-1-s=-ot. . , I~ ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY· JE CT-01-04 407-6L RVWD BY: . CMWO _____ _ 1