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Home My WebLink AboutDWG 360-7L; CT 93-04; RANCHO CARRILLO VILLAGES L & M; 01-20RECLAIMED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE C.A:a.LSBAO MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES S. REGULATIONS FOR CONSTRUCTION OFRECLAIMED WATER MAINS" DATED OCTOBER, 1993. 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECLAIMED WATER BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLAIMED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS SAND LOTS, ETC. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE, PONDING. RUN-OFF, OVER SPRAY AND MISTING. +. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POT ABLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME WITH QUALIFIED SUPERVISORY PERSONNEL ON SITEl. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING ANO PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER. WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECLAIMED WATER QUICK COUPLING VALVES SHALL BE OF' A TV"'" l'lfSl_r.NED FOR USE ON RECLAIMED WATER DISTRIBUTION SYSTEMS (SPIKES NOT~~~ WITH POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL.0 W-ATElf.DISTRICT'S RULES AND REGULATIONS 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 1+ A\.\.-112l<',:'f,1,.i\O\-l f\~ 9\li'.U,~~~ kltt",\-11\\'l 1Jt..!'1-J1f..lc:i-''kio..l·f~~ iJ;.~' CJ/!-'~Wl-1-1~ . 1Jo..'W£.~Rl'-:r~(fJl2\"J;;.)_Ai-lP ~lv'\JfTl-s LIUl-il>lt:i~~t7~\i,..\Wc.-CIZIMW ~p -n+~ ,q C>l' it\e: ~ctf f'/1>4 CIHlh~ t1Lli-lit!'fi"l.-~~p. f'I?~? fZtl~ ~ ~~f\Pl-i.,. 15. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOW ARD THE TOP OF THE TRENCH. 15. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECL>JMED LINE SHALL BE INST ALL ED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POT ABLE LINE, FOR A TOT AL OF 2D FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POT ABLE WATER AND RECL>JMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POT ABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL Tlt.4ES. * 19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND A COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH PRIOR TO ANY USE OF RECLAlt.4ED WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEt.4S SHALL. CONFORM TO THE FOLLOWING: RECLAIMED WATER: QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEt.4S SHALL HAVE ACME TYPE THREADS (SPIKES NOT \W~~~ WITH POTABLE WATER QUICK COUPLER SPIKES) ANO PURPLE COLORED LOCKING COVERS PERt.4ANENTL Y ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HV100A·RL·NP OR APPROVED EQUAL. 21. AN ANNUAL CROSS CONNECTION INSPECTION SHALL BE DONE EITHER BY CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. * 22. DEVELOPER SHALL SHOW THE LOCATIONS OF R.C. SIGNS "00 NOT DRINK" ON THESE PLANS. * 23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS CONNECTION PROTECTION AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION WITH CONT ACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTt.4ENT OF ENVIRONMENTAL HEAL TH AND THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF Et.4ERGENCY CONTACT~i"I'? ~!It'\° AT (Jl.;)t,J e,:,ltJ•(p(,OO AFTER HOURS CONTACT J~ r,' fuf..r.r,:,.r[ AT (7c,,O) ?4e,• 4?(,,0 0 2+. ~Au..,~~fFW-""~ ft?(~$ U...mt \"1',.i~ t?N~ 25. ON RECLAIMED WATER SYSTEt.4S, ALL APPURTENANCES(SPRINKLER HEADS, VALVE BOXES, ETC.l SHALL BE COLOR COOED PURPLE PER AWWA GUIDELINES ANO SECTION 404954 OF THE CALIFORNIA HEAL TH ANO SAFTEY CODE. * ITEMS NO'S !I, 19 ANO 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAJj_ USE OF RECLAIMED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE A PART OF THIS I.P.BUT THE SIGNS AND TAGS WILL BE INST ALLEO JUST PRIOR TO ACTUAL USE OF RECLAIMED WATER. SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON A 81/i" X 11" SIZED SIGN. COLOR: WHITE BACKGROUND WITH PURPLE LETTING. r BLACK LOGO r-PURPLE BACKGROUND / 36" i .-------1----1,----1-----------, ,--1" BLACK LETTERS RECLAIMED WATER RANCHO CARRILLO SYSTEM (PRIVATE) VILLAGES 'L & M' AT ROAD STATION 139 "'48 CEXl$TJNQ) HYDRAULIC GRADIENT ELEVATION AT P.O.C. STATIC PflESSURE 700 FT. 458 FT. 105 PSI GUIDELINES FOR RECLAIMED WATER USE I 1. IRRIGATE BETWEEN THE HOURS OF 10:DO P.t.4. AND 6:dO A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ONSITE. NO SYSTEt.4 SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. 3. 4. 5. 6. 7. 8. 9. IRRIGATE IN A t.4ANNER THAT WILL t.4INIMIZE RUN·OFF, POOLING ANO PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, I.E., Et.4PLOYING THE REPEAT FUNCTION TO BREA!< UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. . ADJUST SPRAY HEADS TO ELlt.4INATE OVERSPRAY ON~O AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, PRIVATE LOTS, STREETS ANO SIDEWALKS. t.40NITOR ANO t.4AINT AIN THE SYSTEM TO t.4INlt.4IZE EQUIPt.4ENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAJ<S, UNRELIABLE VALVES, ETC .. SHOULD BE REP AIRED AS SOON AS THEY BECOME APPARENT. EDUCATE ALL t.4AINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECLA1t.4ED WATER. PERSONNEL MUST BE INFORMED THAT RECL>JMED WATER IN MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES; HANO OR TOOL WASHING; AND ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS IMFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH ANO EVERY ONE OF YOUR EMPLOYEES. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ONSITE F AGILITIES. SUCH CHANGES MUST BE SUBMITTED TO, ANO APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. ALL RECLAlt.4EO WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH 3" X +" IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER • 00 NOT DRINK" IMPRINTED ON ONE SIDE. ANO "AVISO -AGUA lt.4PURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL • 8. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. 2. 3. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE·WRAP OR ATTACH TO SOLENOID WIRE OIRECTL Y OR WITH PLASTIC TIE-WRAP OR ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. EACH AUT0t.4ATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAIMED WATER USED FOR IRRIGATION" IN ENGLISH ANO SPANISH, WITH BLACK LETTERS! INCH HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. B. C. 0. E. F. G. LOCATION OF PIPE LINES. TRENCH DEPTH. REQUIRED SEPARATION (HORIZONTALLY AND VER TIC ALL Yl. PIPE IDENTIFICATION POINTS-OF ·CONNECTION (POC'Sl. LOCATION ANO IDENTIFICATION OF SPRINKLER HEAIDS. WARNING SIGNS AT THE SITE ANO ON THE TRUCKS HAULING CIF RECLAIMED WATER IS USED FOR CONSTRUCTION>. RECLAIMED WATER AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY ANO THE DISTRICT, AND BE FORWARDED TO THE COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH F'RIOR TO FINAL. lilSPECTION APPROVAL. . 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: HYDRAULIC GAAOJENT 700 FT. ELEVATION AT P.O.C. 327 FT. STATIC ?AESSUAE 102 PSI CISCHAAG5 MIN . ..11.. GPM MAX. ~GPM EX1$TJNQ M ST ATlON CONTROLLER :S:: (PERMANENT LAN OS CAPE VlUAGE HOA) DELETE CHANQf TO 42 STATION CONTROLLEFI M001!U~ HS18 42WHSPX:M'RSE 1-112" F;ECLAIMEO WATER METEF; ON 2" SERVICE LINE /EX!SilNOl 1-112" BACKFLOW PREVENTER DEVICE ANO PRESSURE REGULATOR ON i-112" PLUMBING SET REGULATOR AT 100 PSI !EXl!f[]NG) 1-112" FLOW METER /FXJS:ONQ) r MASTER VALVE CFXISTING) = EQUIPMENT LISTED ABOVE AS EXISTING IS PEPI LANDSCAPE IMPROVEMENT PROJECT 00. HPP 91-7 DRAWING NO.___lll:lL ,._ Legend ---'fl--Existing Potable water system -~l'.l--Existing reclaimed water system ---Proposed reclaimed water system Reclaimed water connection poin1 meter and backflow ATAOAOSTATION7+10 CARRILLOWAY J.H£.W). IC GRADIENT 700 FT. AT P.O.C. 3&., FT. ES.SURE 147 PSI E MIN.--"'--GPM MAX.. _,.39~GPM OISCHARGE MIN . .J2_GPM MAX. Q_QPM .STATION CONTROLLER CEXISDHQ) "K • {PERMANENT LANDSCAPE V1LLAGE HOA} ~qy;:CTc+-l (i.JEUJ) "c-1-l" C,~.....l;;.J-r \.>1-l~~ VI~~\ MODEL I: H51 ft 35SIHSDX·93/R5F! ~ STATION CONTROLLER :XA: (PEAMANENT LANDSCAPE VI.LAGE HOA) ~1~· RE Cl.AIMED WATER METER ON 2" SERVICE LINE (IXIIDNG) BACKA.OW PREVENTER DEVICE ANO 'WYE" STRAINER DEL.a: HSl§ 4Srt:ISCX·P'RSE 1 1-112" RECLAIMEO WATER METER ON 2" SERVICE L!NE (Hf:WJ MIT BACKFLOW PREVENTER DEVICE ANO PRESSURE REGULATOA ON 1-112" PLUMBING SET REGULATOR AT m....e5I 1·1/rFLOWMETER{HEYil 2"MASTERVALVE {NEW) c,u or odEANSIOE ,, I CITY Of VIS TA 1-112" PLUMBING (f)OSTIN9\ 'l." FLOW METER (EXlSTINGJ FOR CONTBOl lfB "K"" '1." _ FLOWMETER [NEWl FOB CONJBOLLER "CH" 2-2.• MASTER VALVE /EXISTING) ( NO PRESSURE REGULATOfl) = EQUIPMENT LISTED ABOVE AS EXISTING IS PEPI LANOSCAPE IMP~OVEMENT PROJECT NO. HQP 91·7 DRAWING NO . ....lll:]J. "' "' :------.:: .... 2--- ~~ ~ NOTTO SCALE SHEET INDEX CMWD TITLE SHEET ------- CD C.0 Lt) 0 I I SHEET 1 A. B. c. 0. COVERAGE TESl, AFTER COMPLETION OF' THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. Controller Location Reclaimed Water• Do Not Drink" signs • See this sheet (12"x3o") Typical ( !5 ea.) places. TITLE SHEET 2 3. WARNING SIGNS AND LABELS. QUICK COUPLING VALVES. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, ANO PONDING. E. F. G. REQUIRED PROTECTION OF ALL RESIDENTIAL AREA.5. REQUIRED PROTECTION OF WELL, STREAIMS, RESERVOIRS, ETC. CROSS-CONNECTION. ANNUAL INSPECTION SHALL INCLUDE: A COt.4PLETE INSPECTION WHICH SHOULD COVER PART A, PART B•AND PART G DISTRICT FINAL INSPECTION. OF THE REVISIONS t.4UST SE APPROVED BY PUBLIC HEAL TH ENGIN~ER, CITY PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. ... WARNING RECLAIMED WATER DO NOT DRINK DECLARATION OF RESPONSIBLE CHARGE NOT JO SCALE I HEREBY DECLARE THAT I At.4 THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEF".JED IN SECTION 6703 OF THE BUSINESS ANO PROFES-IONAL CODE, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT ST AND ARDS. PACIFIC OCEAN !UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY THE CITY OF CARLSBAD ANO THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENT AL HEAL TH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBLITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORM E WITH THE APPR" ED LANDSCAPE CONCEPT PLAN, W E CONSERVATIO i'.N, FIRE PROTECTION PLAN, AND C NDITIONS OF OVAL RELATED TO LANDSCAPING. : VICINITY MAP NOT TO SCALE IRRIGATION PLANS IRRIGATION LEGEND & NOTES IRRIGATION DETAILS IRRIGATION SPECIFICATIONS IRRIGATION SPECIFICATIONS & CALCULATIONS L Landaoape Arohlleolura • Plannln1 La Jolla Cen lre II REVIEWED BY: 3TO6 7 BTO 10 11 TO 12 13 ;2.·i5·03 DATE 11266 Towne Centre Drive, Suite 340 San Dle10, CA 92121·3002 8111.660.1676 • Fax IIIID.1680 -=L::::..:.....::, ~:;_;:_~_----==3-acJ4- 1NsPEcToR TArt- CARLSBAD MUNICIPAL WATER DISTRICT WARNI G RECLAIMED WATER DO NOT DRINK -B DATE, '?h-1;,Ae CITY OF CARLSBAD Pl.ANNING DEPARTl£N1 '2.0 R CLAIMED WATER N - AVISO -AGUA IMPURA N TOMAR Dato Platted: 7 /11/96 • • a. IX) >--,-- AVISO • AGUA IMPURA NO TOMAR REVIEl£D BTI PRIVATE IONSITE> RECLAll£D WATER SYSTEM FOAi GENERAL NOT!;$: 1. THE CONTAACTOA MUST NOTIFY THE CITY PLAN CH~CK CONSUL.TANf (1!119) 438-1162, EXTENSION #4221, 72 HOURS (THREE WORKING DAYS), PRIOR TO STARTING CONSTRUCTION. 2. 3. 4. THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING 1'-S,I. AT JOB SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL BE MADE WITH THE APPROPRIATE WATER DISTRICT. ALL REDUCED PRESSURE BACKFLOW PREVENTER$ SHALL BE TESTi:;:D AFTER INSTALLATION, RELOCATION, OR REPAIRS BY A CITY APPROVED CERTIFIED TESTER. CALL 438~2722, EXT. 152 FOR A LIST OF CITY AP~~OVED CERTIFIED TESTERS. DEVELOPER/OWNER IS RESPONSIBLE FOR SUPPLYING A COPY OF "fHE TEST RS SUL TS TO THE CARLSBAD MUNICIPAL WATER DISTRICT, 5959 EL CAMINO REAL. CONSTRUCTION SCHEDULE: A. PRIOR TO ISSUANCE OF GRADING PERMITS, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING Of= ·n-JE 9LOPE' ~LANTING AND IRRIGATION. B. SPECIAL CONSIDERATION SH/ILL BE GIVEN TO WATER AND ELECTRICAL SERVICES. C. IRRIGATION AND PLANTING SHALL TAKE l'LACE AS GRADING PROGRESS~S. D. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE· STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AT EACH LOCATION IS ACHIEVED. 5. IRRIGATION: A. INSTALLATION OF IRRIGATION AS SHOWN ON THE A•PROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPe IS BROUGHT TO QRAOE AS SHOWN ON THE APPROVED GRADING PLANS. 6. PLANTING: A. PLANTIN·G AND IAAIGAllON FOR l'HE APIEAS DESCRIB~D ABOVE UNDIEPI NO. 5 SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. 7. SLOPE PLANTING STANDARDS: A. SLOPES REQUIRING EROSION CONTROL MEASUR~S AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS; 1. STANDARD ff1 m COVER CROP/JUTE MESH COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING ANO PA5T COVEFHNG GRASSE:$, CLOVERS, ANDIOR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PIROR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF JUT< MESH SHALL BE AS APPROVED BY THE CITY AND STAKEC TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURE::R. JUTE Ml;:SH SHALL l!IE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15, DURING THE REMAINDER OF THE YEAR, THE COVER CROP IINO/OR JUTE MESH MAY BE USED. 2. STANDARD #2 • GROUND coveR ONE HUNDRED (100%) PERCENT OF THE AREA SHALL IE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIXE OP FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE VEAR). 3. STANDARD #3 • LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2- 3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF TH~ SLOPi::' FACE (AT MATURE size:). 4. STANDARD #4 · TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FPIOM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. II. AASAS OF APPLICATION • SLOPES 6:1 OR STEEPER AND: 1 . 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACeNT TO PUBLIC WALKS OR STREETS REQUIRE A MINIMUM STANDARD # 1 (COVER CROP AND JUTED). 2. 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARD$ #1, # 2 AND #3. 3. IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3 AND #4. C. SPECIAL CONDITIONS 1. AREAS GRADED FLATT!l'I THAN 6:1 REQUll'IE STANDARD #1 (COVER CROP) WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: 1) SHEET GRADED eADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. 2) A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. 3) IDENTIPIED BY THo CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMl;;DIATE TREATMl=NT. D. AREAS TO BE HVDROSEEDED SHALL FIRST BE DISKED OR FIOTOTILLED TO PROVIDI: A ~~IAaLE, LOOSE SEE.D BED. 8. SLOPE IRRIGATION STANOAROS; A. WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPOPIARY OR PERMANENT, SHALL BE IN PLACE TO COINCIDE WITH PLANTING TIMING SPECIFIED IN SE:CTION E.3~1 OF lHE:: CITY OF CARLSBAD LANDSCAPE MANUAL. e. PIPE 1. ON GRADE PIPE IS NOT ALLOWED UNLESS IT IS DEMONSTRATED TO THE SATISFACTION OF THE CllY THAT THI:: AOC KY CONOITION OF THE SLOPE WOULO PREVENT TRENCHING. IN CASE:S WHERE ON GRADE Pl Pe IS ALLOWl::D, rr SHALL BE IHE GALVANIZED TYPE OR UVA RESISTANT PVC APPROVED BY THE CITY. 9, LETTER OF CERTIFICIITION (INSTALLATION): A. THE LICENSED DESIGNER OF RECORD FOR ALL THE PROJECTS REQUIRING LIINDSCAPE PLANS SHALL SUBMIT A LET-TEA TO THE CITY STATING THAT THE PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PL/INS AND SPECIFICATIONS. 10. AS-eUILTS: A. PRIOR TO RELEASE OF BONDS, AS-l:IUILT LANDSCAPE, PLANS FOR THE BONDED WORK SHALL BE SUBMITTED TO AND APPROVE□ BY THE CITY. B. CONTRACTOR SHALL DRAFT AS-BUILT INFORMATION ONTO HIS Fl ELD SET AS WORK PROGRESSES. C, CITY INSPECTOR SHALL APPROVE CONTRACTOR AS-BUILTS BEFORE TURNING THEM OVER TO THE LANDSCAPE ARCHITECT ALONG WITH THE CITY MYLARS. ' D. LAN[')SCAPE ARCHITECT SHALL ADO AS~SUILT INFORMATION TO CITY MYLARS AND RETURN THEM TO THE PLANNING DEPARTMENT. E. PLANNING DEPARTMENT . SHALL.,. RE-VIEW 11,NO APPROVE AS-BUILT MYLARS BEFORE ORDERING PRINT PACKAGE. IRRIGATION & PLANTING PLANS FOR: RANCHO CARRILLO VIL GES ' L & M ' f!M...J'.IIQll!;Tl!ll'Ll'._~OO'IMJ._ POUC11!$ AND REQUl!'!.~M•NTS; F 3-1 CONDITION A • MANUFACTURED SLOPE FIRE PROTECTION (S•E APPENDIX . F.2) PERTAINS TO MAN MADE SLOPES ABUTTING HIGH RISK FIRE AREAS AS DESCRIBED UNDER SECTION II C.1 F.3-2 §ECI.l.Q_N_ ___ A,1 • MEASURED HORIZONTALLY 20 FEET OUTWAFID FROM THE OUTLYING EDGE OF STRUCTURE(S). 7 PLANTED WITH GROUND COVER OR LOW GROWING SHRUB ·SPECIES . (LESS THAN 3' IN HE:IGHT) KNOWN TO HAVE FIRE RETARDANT QUALITIES. 2. NO TREES OR SHRUBS IILLOWED. 3. IRRIGATED. fil;CIJON A-2. • MEASURED HORIZONTALLY 20 FEET OUTWARD FROM THE OUTLYING EDGE OF SECTION A-1. 1 . PLANTED WITH LOW WATER USE NATURALIZING PCANT SPECIES KNOWN TO HAVE LOW FUE:L CHARACTERISTICS. 2. NO TREES ALLOWED. 3. IRRIGATED. =QN A,;)_ • MEASURED OUTWARD FROM THE OUTLYING EDGE OF A-2 TO INCLUDE--THE REMAINOER OF THE AREA BETWEEN seCTION A-2 AND HIGH RISK FIRE AREAS AS DESCRIBED UNDER SECTION II C. HORIZONTAL DISTANCE FROM THE STRUCTURE($) TO UNTREATED HIGH RISK AREAS SHALL NOT BE LESS THAN so·. 1 PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS. :;! _ TREES ARI: ALLOWED BUT SHALL NOT BE FLANrEO CLOSER THAN 20' APARl.· 3. IRRIGATED. CONDITION B • NATIVE SLOPES"WILOLAND FIRE SUPPRESSION (SEE APPENDIX P.2) PERTAINS TO AREAS WHERE REMOVAL OF ENVIRONMENTALLY SENSITIVE NATIVE VEGETATION IS RESTRICTED WITHIN THE FIRE SECTIONS. =:lli,l"'-----ltl. MEASURED 20' HORIZONTALLY FROM THE OUTCVING EDGE OF THE sTRUCTURE(S) TOW/lRD THE ENVIRONMENTALLY RESTRICTED AREA AS DEFINED BY THE CITY. ., 1 _ REMOVAL OF "HIOH FUEL ANO MODERATE HAZARD SPECIES AS LISTED IN APPENDIX F.1. 2. PLANTING WITH GROUND COVER OR LOW GROWINGRESTAHRRUDBANSTPEQ~~~TIES (LESS THAN 3' IN HEIGHT) KNOWN TO HAVE FIRE OR AS OTHERWISE REQUIREO av THE CITV, 3. NO TRl=CS OR SHRUBS AlLOWED. 4. IRRIGATED. SECTION Jj2 • MEASURED HORIZONTALLY 20 FEET OUTWARD FROM THE OUTLYING EDGE OF BL 1. REMOVAL OF "HIGH FUEL SPECIES" AS LISTED IN APPENDIX F.1. 2 REMOVAL BY SELECTIVC. PRUNING. OF UP TO 60% OF THE VOLUM! OF . THE "MODERATE FUEL SPECIES'" AS LISTED IN APPENDIX F.1. 3 . ~~~~:Nr~NDG L~riE N/RTEUt~~~~GSHLiJ:i:~:-~. 5.';!~~\,UMAC, TOY ON) 4 . WHICH ARE BEING RETAINED SHALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO THREE TIMES THE HEIGHT OF THE SURROUNDING UNDERSTOR_Y PLANT MATERIAL OR SIX FEET. WHICHEVER 18 HIGHER. DEAD AND EXCESSIVELY TWIGGY GROWTH SHALL ALSO BE AEMOVEO. 5. IRRIGATED. SECTION El.a. MEASURED HORIZONTALLY 20 FEET OUTWARD FROM THE OUTLYING EDGE OF SECTION B2. THE OUTER EDGE OF B3 SHALL EXTEND HORIZONTALLY TO A POINT AT LEAST 60' FROM STRUCTURES. 1 REMOVAL OF "HIGH FUEL SPECIES" AS LISTED IN APPoNDIX F.1. ~. REMOVAL BV SELC:CTIVE PRUNING. OF UP TO 40% OF THE VOLUM~ OF -THE "MODERATE FUEL $Pj;:CIES" A$ LISTED IN APPENDIX F.1. 3. TREES ANO LARGE TREE FORM SHRUBS (E.G. OAKOS.PSRUOMVAIDCE, TOVON) WHICH ARE BEING RETAINED SHALL BE PRUNED T CLEARANCE EQUAL TO THREE TIMES THE HEIGHT OF THE SURROUNDING UNDERSTORY PLANT MATERIAL OR SIX FEET. WHICHEVER IS HIGHER. DEAD AND EXCESSIVELY TWIGGY GROWTH SHALL ALSO 13E REMOVED. 4. NON-IRRIGATED. 7 7.· -----. _ _,,,,--~;-----, , . ·~ E ,...L'-+--+---1 ........... ~~~---- ~ SCALE I'= 200' #97-0◄2 266 l.anUaap• .Aral!.it•oturt1 • Plannin1 W J(lll• Centre [I 9MD Towne Centre Dr-ive, Sutt.fl 340 S•n 01~10, CA 92UU ~soma: 619.660.1675 • Fu 560.1680 l DATE INITIAL ENGINEER OF WORK REVISION DESCR[PTION CITY OF OCEANSIDE '• VISTA NOT TO SCALE DATE PACIFIC OCEAN CITY OF ENCINITAS VICINITY MAP L_ NOT TO SCALE SHEET INDEX SHEET TITLE SHEET IRRIGATION PLANS IRRIGATION LEGEND & NOTES IRRIGATION DETAILS IRRIGATION SPECIFICTIONS IRRIGATION CALCULATIONS PLANTING PLANS PLANTING LEGEND & DETAILS PLANTING SPECIFICTIONS II A,S SHEET NO. 2 :3-6 7 8 -10 11-1:3 1 a 14-17 18 19 -20 BUILT" APPROVED FOR PLANTING AND IRRTGATTON ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RLA _____ EXP, ___ _ REVIEWED BY: INSPECTOR TITLE SHEET FOR: RANCHO CARRILLO VILLAGES 'L & M' DATE DATE SHEETS 2D APPROVEO t-·~ '{ 6-~ t_f ' , . ASSISTANT LANNING DIRECTOR DATE INITIAL DATE !NI TIAL DWN BY: DRAWING NO, CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: D'RDJECT NO. CT 93-04 360-7L CMWD 97-543@) HYDRAULIC GRADIENT ELEVATION AT P.O.C. STATIC PRESSURE DISCHARGE MIN. jJ_ GPM MAX. ~GPM 700 FT. 327 FT. 162 PSI ··C31 I ' ' EXISTING 36STATION CONTROLLER :C:: (PERMANENT LANDSCAPE VILLAGE HQA) -· DELETE . \ ' ..... ·, CHANGE TO ,f.SSTATION CONTROLLER MODEL#: HS16 4"'S/HSOX-03/ASE 1-1/2" RECLAIMED WATER METER ON 2" SERVICE LINE {EXISTING\ 1-1/2" BACKFLOW PREVENTER DEVICE AND PRESSURE REGULATOR ON 1-1/2" PLUMBING SET REGULATOR AT 100 PSI (EXISTING) 1-1/2" FLOW METER (EXISTING) 2" MASTER VALVE (EXISTING} t!QI,E • ,, "\-.... ·- EQUIPMENT LISTED ABOVE AS EXISTING IS PER LANDSCAPE IMPROVEMENT PROJECT NO. HDP 91-7 DRAWING NO. 331·1L "" 20 0 "" 80 l20 -- EXISTING IRRIGATION SYSTEM TO REMAIN CONTRACTOR SHALL OBTAIN "AS-BUILT DRAWINGS FOR: -- GRAPHIC SCALE I'= 40' LANDSCAPE IMPROVEMENT DRAWINGS FOR EROSION CONTROUSLOPE RE- VEGETATION RANCHO CARRILLO MASS GRADING PROJECTNUMBER HDP 91-17 DRAWINGNUMBER 331-1L CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEM AND INSTALL NEW SYSTEM PER PLANS. DAMAGE TO EXISTING IRRIGATION SYSTEM SHALL BE REPAIRl"D OR REPLACED IMMEDIATELY PER ORIGINAL APPROVED PLANS AND SPECIFICATION C28 C46 C45 \ ½. ~~-B\ \ \ \ I' ' ~ '~-. . ' \ .. ),, ·, \-\ ,_ ... \ \-. <:. ,.. .\ l~,.. ·:.,\· " ". ' '\ '\ "· ·-•. C29 ,11r· ' C42 , l ' <'· / ,.., /' -;..-.c C3 C44 C43 · ~T¢ef!;:..f ·· .· . LJ.e,t-t. , , li'"I'-"!> .,, -'l'l , Landscape Architecture • Planning la Jolla Centre II 9255 Towne Centre Drive, Suite 340 ·san Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 C37 i C1 -·~ ,, C38 . ' "• ........ ,:;, \ ~--; ,: ; / "i/ .}( .... '·, '--.. ..... ' J / t ' \, ~ l .fu.: 1 .. ~x ...... i u • ..,... i ! ~ l , •✓ -~ -· ,-• '\✓\ . '~. . , : ~~~~"~-~~~ ,, \ \"~~, ✓• • •• ,• ',i i / ..... i .APPROVEDFORPLANT.ING\ {/ ANDJR.RIGATIQNONLY, .. ~· ·~ ...... '• '• ,, \ \ . •, ! ·-.. , , ····•.;/• . · INCLUDING PRECISE\,·-. I ··._-. LOCATION OF PLANTING I ·· ... ~ -........ .. "' ~it-toNfftol I 1!!1" +12.e.e. ~L-lie XA 3,:, \r \ '. '· ·-. ', . ·, '• . ·. SCAPE VI.LLAGE HOA) 4l'.S/l'ISbX-031ffSE . -. . . . ._ •, ' . ', •, ', \,,\., ·, ·-, ·. ·. . ' ·. .. . ·, .. ', ._ · . ..._ . ', ·. .. ··•··· ',, 1-l12,, REC/.AIMEb WA1;ERMETEf1 ON2;'S!;RVICEUNE IN~W )\ . \ \ \. . ··. 1°112" BACKfl,OW PFiEVENT!cll DEVICE.AND PRESSURE °flEGULATORDN • ·.· ·.. \ .f,J/2'' PLLJ¥BJNl3 SET RE<;,ULATOR AT I~ . . . . •. · . . 1-.11~" f.L9W. METER /NEW) · .. · .. \ \ \ ·.. . \. \ ·. \ \ 2'•.MAS'rERVALVE /NEWl · . · .. ·-'• . ' \ . ·, ' \ / , -CITY OF CARLSBA,D , PLANNING DEPARTMENl IRRIGATION PLAN FOR: V / / -t.·6•():j t------t--t---------------+-----+--+-----+---1 RANCHO CARRILLO ,. ( ) - R~VIE-~~ Bjl IJ_ ~~~~~~~~~-8·1.S--ot INSPECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL RANCHO CARRILLO VILLAGE 'L '&'M' APPROVED: V/'% O I r. : 1.,, -:-::-=:-::-,.:::;.-/~-/ -~".,,'C--~c-=---~--'h• rY.tf ASSISTAN<vf>L'ANNING DIRECTOR 'DATE OWN BY: ___ _ PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: CT 93-04 360-7L CMWD 97-543 CONTRACTOR SHALL PROTECT EXISTING IRRIGATIION SYSl'EM AND INSTALL NEW SYSTEM PER PLANS. DAMAGE TO EXISTING IRRIG./ITION SYSTEM SHALL BE REPAlflED OR REPLACED IMMEDIATELY PER ORIGINAL APPROVED PLANS AND SPEC!fflCATION \ . /""'\ "· ' '\:t: 20 0 .. ·-~--,,~ "'), ''"'t 40 IO l20 --- GRAPHIC SCALE I'= 40' '. \,_ \ '\ . ·. fJ1!__QAPPED MA1Nl~E i WI EXTRA·CONTHOLLER , WIRE i_i . . .· .. · .· . f .' ' .' ~C / .' .·· .• THAU'" X.A16 ·,1'.~iP.. ~' /~ . /.1 / z_B.6 XA18 ... ·· XA19. · ,., ... ' ,'Ill''~ . n n--....,.-, .. ~urs~ 1':':: . './ / (H .":? '\Q .,.~,t• ,. D fl "AS BUil T" ~,, ,I', ,;,,... Dale :Z., 5'·03 f'h\\w ,' 0 e,p. •-•~ APPROVED FOR PLANTING REVIEWEDB~ AND IRRIGATION ONLY, ~JoL0;3 . INCLUDING PRECISE • I~ DATE LOCATION OF PLANTING AREAS. , t·IZffl /1\"-. . -,1 ~ --·~~ 2.·5·03 01\.ILI. • LI.< 12LJ/J..'T • DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK 1 · ... i .. \ ·. ···• ..... ,·.·· ... ;i:·>:} I ... DATE INITIAL OTHER APPROVAL ~•'fl'f' ') -,. IO·D' 4 DATE INITIAL CITY APPROVAL ·., \_. __ ;-,: ·+ .. I SH+T I ~ CITY OIR CARILSBAD PLANNING DEPARTMENT 0 IRRIGATION PLAN FOR: RANCHO CARRILLO RANCHI CARRILLO VILLAGE 'L'&'M' APPROVED://;J'St'/0 lri-z_J ASSISTANYl>L'7.INNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO • CHKO BY: 360-7L RVWD BY: CT 93-04 CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEM AND INSTALL NEW ,· ;\ <~ .. -,, -. <( • N 20 0 80 --- EXISTING IRRIGATION SYSTEM TO REMAIN CONTRACTOR SHALL OBTAIN "AS-BUILT DRAWINGS FOR: GRAPHIC SCALE I'= 40' LANDSCAPE IMPROVEMENT DRAWINGS FOR EROSION CONTROUSLOPE RE- VEGETATION RANCHO CARRILLO MASS GRADING llO • --· : ·-... II , . '.• . . . • I ~ • . :, : ': \ ,/ ;_ \ \._ . ' • I \ 40'' c-_ ----7 r+.,1~,......4,-...;..;.~L..-l- t.' IL L t . ·, .• , .. :~ \ .-····· t,~ D /41 .LL 'iA" IRRIGATION PLAN FOR: ~ !"~•rt~~-~(,W 1 }! J · //~ j t-~·os RANCHO CARR I LL 0 i .-----------''-'-"""'-'-~-'--,1:....:..,..c.'I -1 '---~~R~A=NC~H~O -;j.C~A=RR=IL=L=O =V=IL=LA=G=E='L~•&~•~M'=;;:::::::;:::;;::::::=!. , APPROVED FOR PLANTING 'Rii:ii'wwm7\v:-------------t--t---t-------------+--+--+----j~__J" l I REVIEWED BY: APPROVED:~//{) / T,_(; {, Landscape Architect re• Planning AND JRRTGATTON ONLY, / _ •.• _.. ? / __ ~ r---1---i-----------------+--+--+----+----l 1-:-:==.,..2, /,~-~ ,-•{/'_~~ .:__ _______ _!~~-~-/ 6 La Jolla Centre II TNCLUDTNGPRECTSE L--VVVY ~ 2,, '/0 •O 3 r-,,-,----------,-------+-~-t~-+--1----1 ~A~S~S~IS~T A~N:::::T=::::::Pt=:A:::N:::N::;IN~G::::D=:IR=E~C=:TO:::R:::::::===~;:;:::=!:D~A:!,JTE~='. CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEM AND INSTALL NEW 9255 Towne Centre Drive, Suite 34o LOCATION OF PLANTING INSPEC_i# 1 DATE DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: ----1 PROJECT NO. DRAWING NO. li6ii~sli;i~iil~iL:llii~ii:iici■~iii~iii~i~iD■~■TMiEt■~■~lll;■~iiO■ERiix,i■~lli~■~■~■~Rll:■PIR■G~■J■~O■DN■Plllt■~S■N1■E■::■Nt■H■;lll~■~C■~lll~l■~■;■f~11cj11~111E■D-----------------------------~-•6;,;S;;;,;.;;5~;,;~;.~f;,;;,;,75;;,C•~.;;F•;;;9;;.;~;;;~l;D··.;;~~;O;;;~ __ :,.:.:.:.:.:.:.:.:.:.~A:R~E=•A~=S•~·•:.:.:.:.:.:.:.:.:~■:.:.:.:.:.:.:.:.:.:.:.:.:.:.:_.:.:_.:.:_.:.:_:.:_:.:_:.:_:.:_:.:_:.·:_:.:.:.~-E=N■=G■l=N-E:E■R~.:o■F:.:w■o=R■=K■~=■:-=■:-=■:-=R .. =E■:V-=-l-=S■=IO•:N-=■:-D:-E:-=S■=C•-R•_l•P_•T_•I-O•_N•_•_•_•_•_•_•_•_•_•j•['.'.O.:~T.:H;_:E.::'.'.R.:_:·.:A~P.:::P::R:O~•v'.;_A:'.:_L:l•_'.c::'.:l■T~Y:--■~A■P'._'.P~R~O■V~A~L;;;2;~.K;w■i~■~B■B~~;:';~;;-.;;-.;!~~~~;C;jT~}9~3: .• -~Q~•4;•;:•;:•;:•;:•~•::•~3~6~•Q~•;-l7i•L;•~.J PROJECTNUMBER HDP 91-17 DRAWINGNUMBER 331-1L CMWD 97-543 ·,,.'"<, .• , '><,_ ·,. ·::,,. •. -~'. ... --~·-, ,.,,, .. i \ \ NOTE: , LOCATE M/ll~~IN~ /"O.UT OF RIG T OF.WAY, ii /., "··· ti!' '• ·':~-i f,·,i /'-(J \" \~l / EXISTING IRRIGATI CONTRACTOR SHA OLLNOSYSTEM TO REMAIN FOR· BTAIN "AS B LANDSC ' • UILT DRAWINGS · APE IMPROVEM VEGETATION RANCHO C~~i1fRAWINGS FOR EROSI PROJECT NUMBER H DP 9L1-M1A7S GRADING ON CONTROUSLOPE RE- CONTRACTOR SH DRAWING NUMBER 331-1 L SYSTEM PER PLA~LL PROTECT EXISTING '-"'~!.:..Lb OR REPLACED IMM~Dl~~~~~Ji? i:i'~il~~~~~~~~~Jt~~~~E~ND INSTALL NEW NAL APPROVED PLANS AN SHALL BE REPAIRED D SPECIFICATION RIW i '. ! ID Landscape A h" re ttecture • Pia . 9255 T La Jolla Centre II nnmg ow;ne Centre D . S . nve Su't 3 an Diego CA , i e 40 619 550-157" • F92121-3002 ::t ax 550~ lSSO 0 40 CH14 111 f2J:fl.. ~\\ \(©~~-- \\\\:.<\]~ \ 1s·· .. \ APPROVEDFORt AND .;: LANTING . 80 _120 IRRIGATIONONLY INCLUDING PRECISE , GRAPHIC SCALE I'= 40 ' LOCATION OF PLANTING JJ ff u1r'¥'.: 7----' 2.· 6·0:J ' - ' ' RZW13~~ .3·1CtJ4 INSPECTOR' DATE K1 ' i 1.,~ Of#.. ~ -fljJ/t~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION i ' ' ' I HYDRAULIC GRADIE 139 '48 /EXISTING\ ELEVATION AT p O CNT STATIC PRESSURE· · 700 FT. DISCHARGE MIN rn 458 FT. · -'-"-GPM MAX. ~GPM 105 PSI #15 AT ROAD STATION ~STATION CO NTROLLER (EXISTING\ i "K" (PERMANENT LANDSCAPE VILLAGE HOA) ·"" ~~11t>J.t tD"-11' fl ;'° . " . ···•.. '2." MODEL#: ..l::!S~~U~-~3~~~·· (PERMANENT LANDSCAPE VILLAG .. RECLAIMED WATE E HOA) . 2.. BACKFLOW R METER ON 2" SE · . 2 .. ·. :2. .. PLu::1~~E,~~T:TDEv1cE ANDR~,iWYcE ~~E tEx1sT1NG1 · .. FLOW METER -ING\ "' 5l"f(AINe~ ; •• :I.'.'. FLOW (EXISTING\ FOR O . I -2" MAS _METER (NEW) FOR CO ONTROLLER "K" l:·i' !-¥<~VAL~E /EXIS_TING\ -~T~OLLER "CH" .t:illll ·... \ '1.6f--'1e-( IJJ;a..J) -' Ne ~~'· l"W,f. -,EQUIPMENT LIS ~.:if. PROJE/;T NO~ tfDP 91.;~~~~~~~ ~~E;~~:~~G :s PER LANDSCAPE IMPROVEMENT .. ... :·::"' ,: . / ... .. -.. •. ~ .. ' . . .. --.. ' ' ., .... . .. , .... '" ... " ... .. '•·· i .. . ' i i .. '•~, . .! ' • 1:;r..1L,o ~ I S&T I ' CITY OF ('AR , PLANNING DEPART ILSIBAD I S0?TS 1 IRRIGATION PLAN MENT FOR: RANCHO CARR ILLQ cc I RANCHO CARRILLO VILLAGE 'L '&'M' APPROVED: ~ /.' 6-Fx- ASSISTANT PL""" NING DIRECTOR DATE DATE INITIAL DATE DWN BY· OTHER APPROVAL INITIAL CITY APPROVAL CHKD BY· PROJECT NO. RVWD s/: DRAWING NO, CT 93-04 360-7L - CMWD 97-543 IRRIGATION LEGEND -RECLAIMED WATER W 'v 'JJ RAINBIRO PA-BS SHRUB SPRAY W/ HUNTER "HCV" AN"Tl,ORAIN VALVE 12' 30 12 2.0, 2.60 1.30 0.65 A ")( \J\1/ RAINBIRO PA-3$ SHRUB SPRAY W/ HUNTER "HCV" ANTJ.ORAIN VALVE 1T 2255 0.91 2.37 1.18 0.59 A ,o J RAINBIRO 1806-SAM SHRUB SPRAY 12' 30 12 2.01 1.30 0.65 a Q,, RAINBIRO 1806 • SAM SHRUB SPRAY 1T 15 22SS 0.91 1.18 0.59 B 'd AAINBIRD 1806 • SAM STRIP SPRA V 4'X30' 30 15SST . . . . 1.24 8 E RAINBIRO 1806-SAM ENO STRIP SPRAY 4'X15' 30 15EST . . . . 0.61 B ( 1 x 2x 3) HUNTER PGS-ARV W/ FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE 38'-32' 30 9,7,4 0.32 4.20 2.60 1.20 C ! 4 Y S) (9J HUNTER PGM-00-R W/ FACTORY INSTALLED NOZ. ANO ANTI-DRAIN VALVE 28'-20' 30 3,.2.1 0.44 2.50 1.70 0.85 C (7')( a) HUNTER PGP-ARV WI FACTORY INSTALLED NOz.AND ANTI-DRAIN VALVE 30 7,4 0.32 2.60 1.20 0 (9\(10) HUNTER PGM-12-R WI FACTORY INSTALLED NOZ. ANO ANTI-DRAIN VALVE 28'-20' 30 3,2,, 0.44 1.70 0.85 D (e) NELSON #7645 QUICK COUPLER· 1" ACME THREADI -INSTALL WHERE SHOWN (APPROX.150' O.C.) E I."! RAINBIRD "PESB' -PRS..B PRESSURE REGULATING REMOTE CON,0Tc:,R,o0c=Lc,Vc.::A:.=Lc.:.V"-E-------------------------------+-.:..F--\ (H'J GRISWOLD 2030 MASTER VALVE IONE FOR EACH CONTROLLER1 F CONTROLLER SIZE ~ RAINMASTER "EVOLUTION STANO ALONE CONTROLLER W/ FLOW METER CAPABILITY HS16 I \ S/ HSDX-03/RSE WITH RAINGUARO AUTO SHlJT-OFF DEVICE 6r&S FLOW METER SHALL BE DATA INDUSTRIAL 250B (BRASS) 400 PSI MODEL (5 VEAR WARANTEE ON CONTROLLER REOUIRI.O FROM HYDROSCAPE PRODUCT INC., -SEE SPECIFICATIONS) ~__.lrfl;.:.i,_-J!.F!:E!!BC::.0=8~25~Y_,A_,,E,_,,Dc,U'-"C'-"E::.D.!:P.!!R::.ES,!:Se.,Ue.,R_,,E'-'B!!Ae.,Ce,K,,_F..eL!!O,,_.Wc_,P_:_R .. EV,_._.,E'!NT~Ec:R.!.W.::.:...I W=IL:,::K,::_IN::::S:..:5,:00::..:.:Hc.:R..:.Yo::SBc:;Rc:..:.:RE,c:G,::Ue.,LA=T.:cOccRc:&:..'..:'W.:..Y:..:E:.."..::S:.;.T;::RA::.lc.:Nc:::E;.:R..::S:::,P~R:,.IN:;:G:..:Rc::A::N;::G,:.:E:..7:..:!S-::.1c,:2~5.!.P:::cSI,_-:...... _______ -+_ W20 SET PRESSURE NOTED ON DRAWINGS RE-CLAIMED WATER METER BY C.M.W.D. W20 BALL VALVE· KING BROS. LO-TORO. MODEL 12" SIZE AND SMALLER) KING BROS. BLOCKED TRUE UNION BALL VALV"'2·1/2" AND LARGER) H• 1 NOTE,Alt:VAiVEBOX!;S l.lSTEciSHAU:HAVE!A;'POl'ALEIJO INDICATING RE'-Cl.AIMED WATE~ ~ . ·. ~ . CLASS 200 PVC LATERAL LINE fMIN. 12" COVER) "PACIFlC CAL", "WATER WARN" OR EQUAL NON,POTABLE PIPE "PURPLE PIPE" ::r --PVC MAINLINE (MIN.18" COVERl SCHEDULE 40 PVC FOR 1-1/2" DIAMETER ANO SMALLER ANO CLASS 315 FOR 2" DIAMETER ANO LARGER 1--lt i]"' FOR 3• • 6" IN DIAMETER PIPE IMIN. 24" COVER) "PACIFIC CAL". "WATER WARN" OR EOUALPRESSURE PIPE "PURPLE PIPE" PVC SLEEVES ( 2 TIMES DIAMETER OF THE PIPE ENCLOSE01 • "PACIAC CAL", WATER WARN" OR EQUAL PIPE M FOR SLEEVING INSTALL AS FOLLOW: UNDER VEHICLE PAVING, USE SCH. 80 SLEEVES W/36"' COVER FOR MAINS, LATERALS, & WIRING UNDER PEDESTRIAN PAVING, USE SCH. 40 SLEEVES W/18" COVER FOR MAINS, LATERALS, & WIRING UNDER PEDESTRIAN PAVING, USE SCH. 40 SLEEVES W/ 12" COVER FOR LATERALS CONTROLLER WIRES LOCATED UNDER STREETS OR OTliER PERMANENT IMPROVEMENT SHALL BE INSTALLED IN SEPARATE SCHEDULE 80 PVC SLEEVE CSTATION NUMBER ~ 1-G_P_M------------------------------------------------------+--~ ~ rV_A_L_VE_S-IZ_E ___ A_UT_O_M_ATI_C_V_A-LV-1!----------------------------------------------+----< '?sYMBoCH ,:•···:·::·:-'::~ •· x . IT ••i ~ .... .. .:·:· .. -, .. ..:· . .. ,;-, 7 EXISTING SHRUB HEAD ~--, EXISTING ROTARY 12"' POP-UP HEAD ' I ( l EXISTING ROTARY SHRUB HEAD (:"_,") EXISTING NELSON 7645 QUICK COUPLER 1" NON-POTABLE ~\; . EXISTING RAIN BIRO "PESB-PRS" PRESSURE REGULATING AUTO CONTROL VALVE ;"~) EXISTING CONTROLLER CLOCK lt-1) EXISTING MASTER VALVE :tir 1 EXISTING REDUCED PRESSURE BACKFLOW PREVENTER ( p) EXISTING FLOW METER ~,:; ,, EXISTING PRESSURE REGULATOR [k'.:!) EXISTING RECLAIMED WATER METER ~-~ --CLASS 200 PVC LATERAL NON• PRESSURE (MIN. COVERAGE 12" COVER) NON POTABLE --------SCHEDULE 40 PVC MAINLINE (MIN. 1B" COVER) FOR 1-112"' AND SMALLER AND CLASS 315 PVC FOR 2"' AND LARGER f-EXISTING 2" CAPPED MAINLINE & WIRES FOR FUTURE STREETSCAPE LANDSCAPE IRRIGATION 1----, -i ALLOUT FOR FUTURE IRRIGATION r-c L-~- /'~ EXISTING VAL VE NO. (~ GPM EXISTING VALVE SIZE ' IRRIGATION LEGEND (PRIVATE) HOMEOWNER POTABLE WATER /FlJtL'-' !]M!fi'MBOll)W ::i:VW{F'.}f):/\/\nt:\}j:ilf.2/>oeSCRIPiidN/MA'N•tJF'ACTURERIMOo·EL .. N{jMBEFi\\::!Hl'#[#Mt~~7~:;ij~~:~:~0i#: FltA'oJY /1:'·Pst~}f ~?-NOZ)i;-~•H Ptt:nu i\(GPM:< CXJ 'v W RAINBIRO PA-8$ SHRUB SPRAY W/ HUNTER '"liCV-ANTJ.ORAIN VALVE 12' X V \!I RAIN BIRO PA-8S SHAUB SPRAY W/ HUNTER '"HCV" ANTJ.ORAIN VALVE 20' ~ \<:7) (, ;i RAINBIRO 1806 $AM SHRUB SPRAY 12' I(";)\' RAINBIRO 1806 SAM STREAM SPRAY 20' (i Jt 2ll 3J HUNTER PGS..ARV W/ FACTORY INSTALLED NOZ. AND ANTI-CRAIN VALVE 38'-32' (4115) (6) HUNTER PGM-00-R W/ FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE 2a·-20· l7l /al HUNTER PGP·ARV WI FACTORY INSTALLED NOZ.ANO ANTI-CRAIN VALVE 38'-32' 191 (lo) HUNTER PGl,\-12-R W/ FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE 28'-20' ~ CHAMPION 200 SERIES MANUAL VALVE WI 262 ATMOSPHERIC VACUUM BREAKER (~ Ir-- WILKINS 500HR SERIES PRESSURE REGULATOR SPRING RANGE 7S-125 PSI FACTORY SET@ 85 PSI PCT ABLE WATER METER BY OWNER m BALL VALVE· KING BROS, LO ·TORO. MODEL (2" SIZE ANO SMALLER) ~ CAPPED MAINLINE· FlJTURE RESIDENCE HOOK-UP CLASS 200 PVC LATERAL LINE IMIN. 12" COVER\ PCT ASLE ---PVC MAINLINE fMIN. 18" COVER\ SCHEDULE 40 PVC FOR 1-112" DIAMETER A,-JD 5/Y\At.Ll:R \ VALVE SIZE -MANUAL \ -I ,_PM 30 12 2.01 2.60 30 22SS 0.91 3.22 30 12 2.01 30 22S$ 0.90 30 4.20 30 3,2,1 0,44 2.50 30 7.4 0.32 30 3,2,1 0.44 DATE IN! T !Al ENG I NEER OF WORK ,'irli~~i;i;i OoUXm-1~,;-;:.ii-,,,,.=,,, UY'Gpu§t iA:i:GPMh~!DET~·No! 1.30 0.65 A 1.61 0.81 A 1.30 0.65 B 1.61 0.81 B 2.60 1.20 C 1.70 0.85 C 2,60 1.20 D 1.70 0.85 D Q p REVISION DESCRIPTION IRRIGATION NOTES WATER SOURCE 1. 2, 2. STATIC PRESSURES AT RECLAIMED WATER CONNECTIONS ARE CALCULATED WITH A FUTURE PERMANENT 700 FT. HYDRAULIC GRADIENT. HOWEVER. THE RECLAIMED DELIVERY LINES WILL CONNECTED TO A POTABLE SOURCE' WITH HYDRAULIC GRADIENT OF 700 FT, AS CALCULATED, PRESENT AND FUTURE STATIC PRESSURES WILL RANGE FROM 87 PSI TO 197 PSI. THIS WATER PRESSURE INFORMATION WAS OBTAINED FROM THE CARLSBAD MUNICIPAL WATER DISTRICT 1996. CALCULATED PRESSURE FOR EACH POINT OF CONNECTIONS ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL VERIFY WATER PRESSURE BY DIRECT MEASUREMENT IN THE FIELD. IF EXISTING PRESSURE IS NOT AS STATED ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE OWNERS' REPRESENTATIVE BEFORE BEGINNING INSTALLATION. IRRIGATION SYSTEM IS DIAGRAMMATIC A'ID SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. IF CHANGES ARE NOTED IN THE FIELD THE CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF IRRIGATION EQUIPMENT. CHANGES MADE IN THE FIELD MUST HAVE WRITTEN APPROVAL FROM THE OWNER FOR ADDITIONAL CHARGES TO THE JOB. CONTRACTOR SHALL INSTALL THE FOLLOWING UNLESS OTHERWISE NOTED ON THE PLANS: A. ALL LATERAL ENO RUNS ARE TO BE 3/4" B. ALL LATERAL (NON-PRESSURE LINES CONNECTED DIRECTLY DOWNSTREAM OF THE REMOTE CONTROL VALVE) SHALL BE ONE SIZE LARGER THAN THE REMOTE CONTROL VALVE. C. MAINLINE END RUNS ARE TO 1-112" CONTRACTOR SHALL INSTALL 6" POP-UP HEADS ALONG FUTURE WALKS ANO CURBS TYPICALLY. NO SHAUB HEADS ON RISER WILL BE ACCEPTED ADJACENT TO FUTURE WALKS AND CURBS -SEE PLAN . POP-UP HEADS SHALL BE USED WITHIN 10' OF ANY PEDESTRIAN USE. 3, CONTRACTOR SHALL VERIFY LOCATION OF WATER AND ELECTRICAL POINT OF CONNECTION WITH OWNER. CONTRACTOR SHALL PULL NECESSARY PERMIT FOR WATER, ELECTRICAL, AND TELEPHONE • VERIFY WITH OWNER. 4. 5. 6. 7, 8. SYSTEMS ON THIS PROJECT ARE CONTROLLED BY COMPUTER IRRIGATION CONTROLLERS CAPABLE OF TELEPHONE COMMUNICATION, FLOW SENSING AND SOME HYDRAULIC OR ELECTRICAL DIAGNOSTICS. CONTROLLER LOCATION ARE SHOWN DIAGRAMITICALLY. FINAL LOCATION TO BEE APPROVED BY THE OWNERS REPRESENTATIVE. AL PIPE AND WIRE RUNS INSTALLED UNDER STREET PAVING fo'.ND D.~. ~AIL..!, :Sl-\AL\.--. t::.€ -s1_ef.Vr;;o, ,,..J.,J='t::vt,;s 5i-lAI .. L Bl:c S:::Jf, il6 F'YC.. ALL SLEEVES SHALL BE TWO TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE BE SLEEVED (Z' MINIMUM) OR SIZED NOTED ON DRAWINGS. CONTRACTOR SHALL COORDINATE LAYING OF PIPE. SLEEVES, ANO WIRES TO ENSURE THAT HE HAS ADEQUATE MEANS OF CONNECTION -SEE PLAN. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITIES FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES . THE IRRIGATION CONTRACTOR SHALL FLUSH ANO ADJUST ALL SPRINKLERS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, RbADWAY AND /OR BUILDING AS MUCH AS POSSIBLE. CONTRACTOR SHALL INSTALL "RAINGUARD" AUTOMATIC SHUTOFF FOR IRRIGATION CONTROLLER; MANUFACTURED BY WATER CONSERVATION SYSTEMS INC. "1<AINb1Li..._,,,_:,,,,, £-.1-1AL..L Be' tHC-1.-I .. 1.1,f:.ts IN Ff'fc··J>"5f;,,~e,c,.,:- INSTALLATION OF BACKFLOW PREVENTER (REDUCED PRESSURE BACKFLOW PREVENTER) SHALL BE PER STANDARD DWG. NO. DETAIL WZQ DATED AUGUST 1993. C.M.W.D. SEE PLAN. IF THE BACKFLOW ASSEMBLY IS TO BE INSTALLED ON A SLOPE WITH A HORIZONTAL TO VERTICAL RATIO OR 4:1 OR GREATER, A TWO FOOT (2') HIGH RETAINING WALL MUST BE BUILT SURROUNDING THE ASSEMBLY ON THREE SIDES WITH THE OPENING ON THE DOWN SIDE OF THE SLOPE. 11-IERE MUST BE A MINIMUM TWO FOOT (2") HORIZONTAL CLEARANCE BETWEEN THE RETAINING WALL AND THE SACKFLOW ASSEMBLY. ASSEMBLY MUST BE LOCATED IN AN AREA NOT SUBJECT TO FLOODING. ONLY REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES WHICH HAVE BEEN APPROVED BY THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES AND CARLSBERG MUNICIPAL WATER DISTRICT WILL BE USED ON THE WATER DISTRICT SERVICE WITHIN THE SERVICE AREAS OF THE CARLSBAD WATER DISTRICT MUNICIPAL WATER DISTRICT. 9. ifm'At--L C/~F., :Sf'I"~ 1,-11('.cf.c. 'TD f;'pc:.J.\ t-1ANl~_p CF '1J<IO c,g_ ~1vi?-tc.. vf'.\Lvf'Coc; ,'>,Hie, DNE:c ~.f-1'-.1«1" t,--1.112.t': TC>£HD \IA._',t. IN. ,,,y~,n,-r-1 f-C,;,,--t ,;;..:,;.q--~!ol-( . ../.,' ,z. I 1,. J-.L,-C>lc.f'.,::c-r·1C>I-IS . . THl=SE WIRES SHALL Bl= A DIFFERENT COLOR FROM THE OTHER CONTROL WIRES AND BE LABELED AS SPARE AT CONTROLLER CABINET, IN THE VALVE BOX OF THE FARTHEST VALVE AND OTHER VALVE BOX. 10. USE OF RECLAIMED WATER REQUIRES THAT ALL PIPE, SLEEVES, SPRINKLER HEADS, REMOTE CONTROL VALVES, QUICK COUPLER VALVES AND VALVE BOXES BE IDENTIFIED AS CONTAINING RECLAIMED WATER. All INSTALLATIONS SHALL BE ACCORDING TO CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS, OCTOBER 1993. LOCAL CODES AND STANDARDS. ALL PIPE FOR THE INSTALLATION OF SYSTEMS USING RECLAIMED WATER SHALL BE COLORED CODED PURPLE. 11. A:-rJ..Lt_ P.£01..J D11-u-1 =c.~1 N6\.S, 50-l-F-+'U~· eo PYc.. 9-W-L !:',~ l"lf°..<Q LI I 12f.'P l.11--1!--f 12., B,c;c,i. ~ j::O• I ,c.H , "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP, LOCATION OF PLANTlNG REVIEWED BY: AREAS INSPECTOR DATE I S7ET I CITY OF CARLSBAD lsws I PLANNING DEPARTMENT IRRIGATION LEGENDS & NOTES FOR; RANCHO CARRILLO VILLAGE 'L & M' APPROVED ~if' tr'i-f [_ m ,, . ASSISTANl PlANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO, OAT£ INITIAL DATE INITIAL CHKD BY: CT 93~04 OTHER APPROVAL C )TY APPROVAL RVWD BY: 360-?L CMWD 97-543 ====--~""7r"C~---------------------------------------:---------------,---------,-------,--------,c,----,-----------,----------------' " C V.I.T. PRODUCT 920 SOUTH ANDREASEN DRIVE, •106 ESCONDIDO, CALIFORNIA (619) 480-6709 N SHRUB HEAD ANTI-DRAIN V Al VE OR CHECK V.~A-"'L'--'-V-"-E __ _ PVC SCH. 80 RISER (LENGTH AS REQUIRED) FINISH GRADE 2-MARLEX 90 STREET ELL PVC LATERAL PIPE PVC SCH 40 TEE OR ELL SIDEWALK OR CURB--~ NOTE: SPRINKLER HEADS WITHOUT FACTORY INSTALLED ANTI-DRAIN VALVE SHALL INCORPORATE AN EXTERNAL FLOW SHUT-OFF VALVE AS A PART OF THE SPRINKcER ASSEMBLY. SCHEDULE 80 PVC---...__ NIPPLE 6" MIN. PVC TEE 2' MIN. ill .. ..cm ill m FINISH GRADE i---6' POP-UP SPRAY HEAD W/ FACTORY INSTALLED CHECK VALVE 3-MARLEX 90 ° SWING JOINTS --PVC LATERAL LINE GEAR DRIVEN SHRUB ROTOR CHECK VALVE OR COUPLER USE FACT ORY INST ALL ED CHECK VALVE IN HEAD IF AVAILABLE-- ¾" SCH. 80 PVC RISER 2-MARLEX go' STREET ELLS SCH. 40 PVC TEE OR ELL-----,..[ 12 11 ,---·-TWO STAINLESS STEEL HOSE CLAMPS W/ PROTECTIVE VINYL TUBING WALK/CURB BOTTOM OF SLOPE NOTE, ALL LATERAL LINES AND FITTINGS SHALL BE 'ALERTLINE' OR EQUAL A -----® SHRUB HEAD ON RISER NO SCALE B ------® 611 POP-UP NO SCALE © GEAR DRIVEN ROTOR C ---------NO SCALE FINISH GRADE _ __,_ SCH.40 PVC FITTING -- 12' POP-UP SPRAY HEAD W/ FACTORY INSTALLED CHECK VALVE ,...,.___-¾" INLET (TYP.) ,..4------SCHEDULE 812J PVC NIPPLE 6' MIN. NON-PRESSURE LATERAL SEE LEGEND FOR DEPTH AND TYPE OF PIPE r □~~1_2_11 _P_O_P_-U_P_G_E_A_R_D_RI_V_E_N_H_E_A_D_O_N_S_LO_P_E __ .._ ~ NO SCALE 6-5-96 N R 30-INCH LINEAR LENGTH OF WIRE COILED WATER PROOF CONNECTION (1 OF 2) ID TAG VALVE B X WITH PURP CO ORE FINISH GRADE/TOP OF MULCH REMOTE CONTRO VALV PVC SCH 8 NIPPLE ( L SEl PVC SCH 40 ELL PVC SCH 80 NIPP PVC MAINLINE PIPE 1 "-11!1" FROM ED E F CURBS, WALKS, ETC, PVC LATERAL PIPE QUICK COUPLER VAL VE RED BRASS RISER ® REMOTE CONTROL VAL VE F i--------- NO SCALE RED BRASS NIPPLE 4" LONG RE BRASS 90 ELBOW 96-042 ,"(', , .,, -"l'I Land.cap• .A.rohiteoture • Plannin.1 Lo. lollo. Centre II 9255 Towne Centre Drive, Suite 340 11-o\. San Dloeo, CA 92121-3002 619.5ijQ.!575 • Fax M0.!~80 DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK 11 AS Bu IL T /I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP, LOCATION OF' PLANTING REVIEWED BY: AREAS INSPECTOR DATE I SsET I CITY OF CARLSBAD 1s20s I PLANNING DEPARTMENT IRRIGATION DETAILS FOR: RANCHO CARRILLO VILLAGES 'L & M' APPROVED ~ -:.. Q 6-f-t_f ASSISTANT PrAN~ING DIRECTOR DATE OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKO BY: CT 93-04 360-7L OTHER APPROVAL C !TY APPROVAL RVWD BY: CMWD 97-543 COMPLETE ENCLOSURE ASSEMBLY AVAILABLE FROM: HYDROSCAPE PRODUCTS, INC. 5805 KEARNY VILLA RD, SAN DIEGO, CA 92123 * ENCLOSURE SHALL BE HYDROSCAPE PRE-ASSEMBLY OR EQUAL WITH 5 YEAR WARRANTY (6191 560-6611 . z ' -<O :::i • • • • • • • • • • • "RAINGUARD AUTO-RAIN SHUT OFF DEVICE WEATHERPROOF, LOCKABLE STAINLESS STEEL CONTROLLER ENCLOSURE AUTOMATIC CONTROLLER SEE PLANS & LEGEND FOR MANUFACT. MODEL# AND SIZE, ON-OFF POWER SWITCH FDR CONTROLLER 110V GROUNDED OUTLET TERMINAL STRIPS FINISH GRADE MOUNTING FLANGE W/BOLTS TO BE SET IN CONC, PAD W/ MIN, THICKNESS 6" 3" PVC SCH 40 CONDUIT, SWEEP ELL & FITTINGS TD POWER SUPPLY LOW VOLTAGE CONTROL WIRES IN 3" DIA. PVC SCH, 40 PVC SWEEP Ell 1," DIA. X 54" COPPER GROUNDING ROD, CONNECT TO 110V OUTLET W/ #14 COPPER DIRECT BURIAL WIRE © CONTROLLER W/ ENCLOSURE G r--------NO SCALE 2'-0" TOP OF PERM. FINISH GRADE WHEN SHOWN AT TOP ON PLAN. SPRINKLER HEAD PERPENDICULAR PERM. FINISH GRADE TEMPORARY BERM TO SLOPE <TYPICA~Ll!__ ____________________ ~ MAINLINE PIPE AT TOP OR MIDDLE OF SLOPE AS SHOWN ON PLANS FINISH GRADE LATERAL PIPE MAINLINE PIPE SEE LEGEND FOR DEPTH OF LATERAL AND MAINLINE PIPE ·---~ EDGE OF FIXED IMPROVEMENT 12" MIN. 18" MAX. --~ .... _____ "'i. ____ _ II ' ' II ' II ' 6" FOR BALL VAL YES 2-1/2" &. LARGER USE RECTANGULAR THERMOPLASTIC VALVE BOX VALVE BOX WITH PURPLE LID FINISH GRADE/TOP OF MULCH BALL VALVE W/ UNION PVC PIPE EXTEN. SIZE AS REQUIRED TYPICAL PVC SCH 80 NIPPLE -6" PVC SCH 40 COUPLING BRICK (1 OF 4) PVC MAINLINE PIPE MINIMUM 2 CU. FT. OF ¾" WASHED GRAVEL ® BALL VAL VE AND UNION H f----------NO SCALE BENDS CROSS TEE 11: 1111:= :1: t 'j!t, 'B B+--W~='-c£~ "" ~--'ti HltDI :1:Jn1/2 ll■Nl! ~• MIN. ~ CAPS ~n -~0111111 PVC PRESSURE PIPE TO V f:,J_ VES SCH, 80 PVC MALE ADAPTOR PVC SCH 80 UNION VAL VE BOX WITH PURPLE COVER BALL VAL VE FINISH GRADE/TOP OF MULCH PVC SCH 80 NIPPLE (CLOSE) PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 3" MINIMUM DEPTH OF ¾" WASHED GRAVEL BRICK (1 OF 4) PVC MAINLINE PIPE SCH BO NIPPLE(2" LENGTH HIDDEN) & SCH. 40 ELL. CD-~-~-~-EL_V_A_L_V_E _______ 8/15-196 BRASS NIPPLES .J.-1-~~~_,___ __ _,____, NOTE: CONTRACTOR SHALL INSTALL HOSE BIB SIDE OF WYE STRAINER TO THE SIDE. DETAIL DIAGRAMMATIC NOTES'. I • T>U!E StW1. EE ~ FIT!11-¥3S (Jl CXN'£Cll()'6 10 cm-£f! ftl:llJTIES E£TWU:N Tr€ MEITR 1W) e.=.ot1 ASSEMBCI. ft 2 BtaftJJ,I' F1BUIIER MAY !'CT E£ . ir.smJ..ED tl FUD: RQfT·Cl'-WAY. @ ~ ® 3 3. C06TRlCT 2' HIGH FOAINING 3 WALL Ctl 3 5«:S Cl' BlO<flDII PR:vElfilR lll'€N NSJ)"tiID (tl I 4' I C11 G£ATER SUFE. CFEN 00 I ,._ AYc_ - ?' ·" SHALL E£ AT [Q,l!j>U SIDE: Cl' -..:.Y£ SUYE ffiM:£ 2 HOl\ZO"fTIIL WV-. 5 ~ eE:lWEEN \\IOU_ 1W) E\t(]lf\J)\\' ~NTER. ®-> 12'MIN. 4. DO IOT INST!>LL IN Ml£A 36'MAX. 2 SlJBJECT 10 Fi-/X(Xt'!G. -.~•MAX. FINI= T ~::cl--=i I .., ~ l~- ,r I~~ I ' ii )5-T 1 ' 0 :,,_' .... -.. I I I ©---, i,:·• ·. ,_·,_ .. _. @-·UJ ~~:...-J ' 7 -. .-... ··-· ' ,-,·'.-: .. ,.·. . ~ ,;-::::· '' 3 @ fl " I \ 11 I/ // ... --PRIVATE ~~•-•MFR~ I' !TY c~-----:./ ~------1D SE: r.sTNilll IU'<Sl.l"\NT TO M.N'.:IP<ll.. 0X£ 0X)I 1403.~«:0-Sl:C.5 EITITLE 170f mE CALIFORNIA IN1STAATMCOX. 11 ... ·,!(~ '~-r-1['-16;;. -~ ,. • n T ~~ PG24 .. I• i"IF.,.I'( ,:i)tN I~ . 1-p q~ ., Y" • ' .. ~ ,,RA ~~· I ·r ·~ '!' ~ JI CARLSBAD MUNICIPALWATER DISTRICT S1D-DWG. r-.Q. ~ """" cm: 2 INCH AND UNDER 13.llCKFLOW INSTALLATION JUMBO THERMOPLASTIC BOX 20½" X 141/2" X 12" (USE EXTENSIONS AS REQUIRED) PRES ATOR "WYE" STRAINER FINISH GRADE BRASS UNION SCH. 40 PVC FEMALE ADAPTOR 4X8 BRICK (1 OF 4) W20 .lUGUST 1'93 MIN. 6" PIPE CLEARANCE A • A B A B A ' C D A • , .. , 5" ,,, •" •" '' 6" 6" 6" a 14 •• 6 6" 6" 10 6" , .. , .. ,., ,., ,., 10 20 •• 8" L PRESSURE REGULATOR & 11 WYE 11 STRAINER BACKFILL SEE SPECIFICATIONS •" 12' 12 ,., 10 5" 9" 10 16' 14 1D 12 ... 1 I)' 12 2D 15 " 14 , .. 11 0 LATERAL AND MAINLINE PIPE LOCATION J f-----------NO SCALE 6-6-96 ®THRUST K NO SCALE BLOCKS 97-042 , .. 12 11' " 14 ,.. 12 27 ,. 10 14 34 11 12 16 41 14 1i, ~/7/96 ""· ,. ,1-TJ Landacape A.rchlhohlre • Ple.nnln11 La Jolla Con tre II 92!'}~ Towne Centre Drive, Suite 340 ,--'I. So.n Dleao. CA. 92121-3002 619.550.1576 • Fo.x 550.1580 NO SCALE lNITlAL DATE REVISION DESCRIPTION ENGJNEER OF WORK "AS BU IL T 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP. LOCATION OF PLANTING REV [EWED BY: AREAS INSPECTOR DATE I S~ET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 0 IRRIGATION DETAILS FOR: RANCHO CARRILLO VILLAGES 'L & M' APPR□VED~y t,,.f-9! ASSJSTAl'H"'P[ANNJNG DIRECTOR 'DATE INITIAL DATE OWN BY: PROJECT NO, DRAWING ND, DATE INJTl AL CHKD BY: CT 93-04 360-7L OTHER APPROVAL C !TY APPROVAL RVWD BY: CMWD 97-543 C 4 SLEEVE CHART FOR IRRIGATION PIPE AND WIRES PIPE SCHEDULE 40 PVC CONTROLLER SCHEDULE 40 PVC SLEEVE SIZE WIRES SLEEVE SIZE ¾" 2" 1-18 2" 1 " 2" 19-24 2-1/2" 1-'I◄" 2-1/2" 25-36 3" 1-½" 3" 37-48 4" 2" 4" 49-72 6" 2-½" 6" 3" 6" 4" 6" NOTE: SLEEVE CHART IS FOR THE CONVENIENCE TO THE CONTRACTOR. CONTRACTOR SHALL PROVIDE ADEQUATE PIPE SLEEVE SIZE TO ACCOMMOOATE THE INSTALLATION OF THE IRRIGATION PIPE AND WIRES SLEEVE CHART NO SCALE FOR IRRIGATION PIPE SCH. 80 PVC UNION RND. VAL VE BOX WITH PURPL COVER ADJ. PRESSURE REGULATOR FINISH GRAD FACTORY UNION SCH. 80 PVC NIPPLE SCH. 40 PVC FEMALE ADAPTOR ~-'-'4X8 BRICK (1 OF 4) @ PRESSURE REGULATOR 0 .--N_O_S_C_AL_E __________________ _ WIRES r STREET SUFff ACE POT AELE MAINLINE (SEE IMPROVEMENT DRAWINGS> TO IRRIGATION SYSTEM 1" SCHEDULE 4D PVC MAINLINE UNLESS NOTED OTHERWISE .-.. I I I 1" PRESSURE REGULATOR SET AT 75 PSI TYPICAL SEE DETAIL 'Q' 1" BALL VAL VE SEE DETAIL 'H' 24" CURB & GUTTER SIDEWALK METER BOX W/METER POTABLE SERVICE LINE 12 11 MINIMUM 0 RECLAIMED WATER i----------'cic:=R~R ::.:.I G,:.:A.:,:;T=:l D::.,.N.,..:;.:.:M-'-'A ::.:.I N'-L~I ~NE IV/SLEEVE 12" MINIMUM REQUIRED VERTICAL SEPARATION SLEEVE RECLAIMED WATER IRRIGATION MAINLINE~ NOTE: 1-1/4" CAPPED MAINLINE FOR RESIDENCE 101 MINIMUM TO POTABLE ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: 'STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS' 'CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS', OCTOBER 1993 L-• ¾" POT ABALE WATER METER I _B_Y_O_TH_E_R_S ____ _ IMI EQUIPMENT ARRANGEMENT FOR MAINLINE IN STREET NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE, INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24 11 FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET, ®POTABLE MAINLINE CROSSING NO SCALE @_P_. o_. c_. _A_T_R_E_S_ID_E_N_T_IA_L_L_O_T_S ___ _ NO SCALE p POTABLE SERVICE LINE CROSSING NO SCALE PVC SCH.BO NIPPLE PVC SCH.40 ELBOW SCH. 40 PVC MALE ADAPTOR PVC LATERAL PVC SCH. 40 ELL. PVC SCH. 8D NIPPLE ATMOSPHERIC V ACCUM BREAKER INST ALL 611 ABOVE TOP OF HIGHEST SPRINKLER HEAD CUT HOLE IN PVC PIPE AND TIE GAL V. WIRE TO SLEEVE 4" DIAMETER PVC SLEEVE MANUAL CONTROL VALVE FINISH GRADE 4" MIN. 15 :c SCH. 40 PVC MALE ~§;/ADAPTOR. Zr::, u..J '-"w w;z ....J ::::i t!j~ u, ::::; PVC MAINLINE R MANUAL CONTROL VAL VE W / ATMOSPHERIC BACKFLOW PREVENTER NO SCALE 96-042 a;15/96 Land.aca.p• .Ar0hltecture • Plan:nina La Jolla Centro II ~, 92M Towne Centro Drive, Suite 340 ,-San Die&<>, CA 92121-3002 6\9.550.1575 • Fax 050.1680 DATE JUMBO PLASTIC VAL VE BOX WITH 2'-6" EXTEN. AND LOCKING PURPLE LID WATERPROOF CONNECTIONS MAIN LIN!e-- REDUCING COUPLING AT DIST. EQUAL TO 10X PIPE DIA. FROM FLOW SENSOR TWO (2) CONDUCTOR SHIELDED CABLE CONNECT. TO TRANSMITTER ... J I ~-1" IN TURF AREAS 2" IN SHRUB AREAS ~ ,. .~ ,. _ .. "' ...... " BLACK '.+:'.+~.+},,>, .... ~ .. ,., •• ,.......... .. • .,,,.,111, ....................... . ..... ,,. .. ,.;,..,:,., ... . l"·f'•l'•l'•••fl•,ll•f'• .. ,# ........................... . ' ......... ,.:,,.:,,.:,,. ,.:,,., ,.;,,.• .... •-•-~ .. ,., 10 X I e dlof ·/ ·/ ·." "~.~ · "'·/5 X 1 e d1a/' • "'·. ,. ............................ ,ii ................... ... FINISH GRADE ---REDUCE COUPLING AT DIST. EQUAL TO 5X PIPE DIA. FROM FLOW SENSOR (IF REQUIRED) ·".: :•: :"::•t ;";:"; :": :";:"; :"; .Z'; ,='; /; /; t;?; t-.,•1---' --~-61 DEEP3/~t PEA GRAVEL SUMP ~-~-~.,.,.,.,.,.~.,.,.,.,.,.,.~ , ~•~•~•~•~•~• ~. M, ~•M•~•~•••~ ®FLOW s NO SCALE SENSOR 11 AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP, LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE ~ CITY OF CARLSBAD lsios I 0 PLANNING DEPARTMENT IRRIGATION DETAILS FOR: RANCHO CARRILLO VILLAGES 'L & M' - APPROVED -duf) t-a-tr ASSISTANT ~c~mlNG DIRECTOR DATE DWN BY: PROJECT NO, DRAWING NO. INITIAL DATE INITIAL DATE INITIAL CHKD BY: CT 93-04 360-7L ENG I NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CMWD 97-543 ~ SECTION 02441 IBBIGATION SYSTEM PART 1 • GENERAL 1. 1 GENERAL CONOITIONS: THE GENERAL CONOITIONS, SPECIAL CONOITIONS, ANO 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, LA!IOFI, MATEFIIALS, TRANSPORTATION ANO EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. OWNER/DEVELOPMENT WILL OBTAIN AND PAY ALL PERMITS REQUIRED BY GOVERNING AUTHORITIES. ALL ON SITE, RECLAIMEO WATER PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE ANO ALL OTHER LOCAL GOVERNING CODES, RULES, ANO REGULATION. ALL PIPING SHALL BE CONTINUOUSLY ANO PERMANENTLY MARKED WITH THE MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, ANO SCHEDULE OR CLASS INDICATING THE PRESSURE RATING. THE GENERAL CONDITIONS ANO DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. PERMITS AND LICENSES UNLESS OTHERWISE STATED, SECURE THE FIEQUIPIEO LICENSES ANO PERMITS INCLUDING PAYMENTS OF CHARGES ANO FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, ANO VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF THIS SECTION. WATER METERS ANO POWER METERS WILL BE THe RESPONSIBILITY OF THE OWNER ANO /OR HIS REPRESENTATIVE FOR INSTALLATION ANO 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 , l"ROVIOE AT LEAST ONE PERSON WHO SHALL l!IE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK ANO WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED, THE MATERIAL MANUFACTURE'S RECOMMENDED METHODS OF INSTALLATION, THE CITY OF CARLSBAD RECLAIMED WATER STANDARDS ANO WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. .2 CODES AND STANDARDS IN ADDITION TO COMPLYING WITH ALL PEFITINENT CODES ANO FIEGULATIONS, COMPLY WITH THE LATEST RULES OF THE NATIONAL ELECTRICAL CODE ANO 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 ANO REGULATION FOR RECLAIMED WATER SERVICE IN THe CITY OF CARLSBAD, LATEST EDITIONS ARE INCORPORATED UNTO THESE SPECIFICATIONS BY REFERENCE WHERE RECLAIMED WATER IS PROPOSED. 1.3 SUBMITTALS: 1.4 . 1 SUBMIT COMPL.ETE MATERIAL LIST PRIOR TO PERFORMING ANY WORK. .2 SUBMIT CATALOG DATA ANO FULL DESCRIPTIVE LITERATURE WHENEVER THE USE OF ITEMS OIFFERENT THAN THOSE SPECIFIED IS REQUESTED. SUBMIT NOTARIZED CERTIFICATES BY PLASTIC PIPE ANO FITTING MANUFACTURERS INDICATING THAT MATERIAL COMPLIES WITH SPECIFICATIONS, UNLESS MATERIAL HAS BEEN PREVIOUSLY APPROVED, SUBMIT MATERIAL LIST USING THE FOLLOWING LAYOUT (DOUBLE SPACED BETWEEN EACH ITEM) ITEM DESCRIPTION MANUFACTUPIEB MODEL NO, 1 • PRESSURE MAINLINE LASCO SCH. 40 2. LAWN HEAD RAIN BIRO 1806•12F 3. ETC. ETC. ETC. . 3 EQUIPMENT OR MAT!:F!IALS INSTALLED OR FU FINISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR MAY BE REJECTED ANO SUCH MATERIALS REMOVEO FROM THE SITE AT NO EXPENSE TO THE OWNER/DEVELOPMENT. .4 APPROVAL OF ANY ITEMS, ALTERNATIVE, OR SUBSTITUTION INDICATE ONLY THAT THE PRODUCT($) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS ANO SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPL.ES SUBMITTED. .S THE CONTRACTOR IS RESPONSIBLE FOR SUBSTITUTED ITEMS. IF SUBSTITUTION UNSATISFACTORY, REPLACE IT WITH ORIGINALLY NO COST TO THE OWNER/DEVELOPMENT. GUARANTEE: PERFORMANCE OF PROVES TO BE SPECIFIED ITEM, AT , 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/DEVELOPMENT FOR A PERIOD OF ONE YEARS FROM THE DATE OF ACCEPTANCE BY THE OWNER/DEVELOPMENT, .2 THE GUARANTEE FORM SHALL BE RE-TYPED ONTO THE CONTRACTOR'S LETTERHEAD ANO 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, ANO THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE ORAWINGS AND SPECIFICATIONS, ORDINARY WEAR ANO 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/DEVELOPMENT. WE SHALL MAKE SUCH Re:PAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME, AS DETERMINED BY THE OWNER/DEVELOPMENT, 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/DEVELOPMENT, WE AUTHORIZE THE OWNER/DEVELOPMENT TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS ANO CHARGES THEREFORE UPON DEMAND, 1,5 1. 5.1 1. 5.1 l!I. PROJECT: (PROJECT NAME) C. LOCATION: (LEGAL DESCRIPTION OF PROJECT PROPERTY) SIGNED: ___________ TITLE; _________ _ ADDRESS: _____________________ _ TELEPHONE: _____________________ _ SIGNATURE ANO DATE:. _________________ _ OBSERVATION: INSPECTION SCHEDUL I! .1 IN ALL CASES WHERE OBSERVATION OF THE SPAINKLER SYSTEM WORK IS REQUIRED ANO/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 IN ADVANCE FOR THE FOLLOWING INSPECTIONS, ACCORDING TO THE TIME INDICATED: A. PRE-JOB CONFERENCE • 7 CALENDAR DAYS 8. LOCATION OF IRRIGATION SLEEVES C. LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS AND PIPING• 32 HOURS D, PRESSURE MAINLINE INSTALLATION AND TESTING -32 HOURS E. CONFORMANCE TO REGULATIONS FOR RECLAIMED WATER • 32 HOURS F. LATERAL TRENCH DEPTH CHECK· 32 HOURS G. COVERAGE TEST • 32 HOURS H. FINAL INSPECTION -48 HOURS I. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING OF WORK. (438-1161, EXT. 4221) J. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING CONSTRUCTION. (438•1161, EXT. 4221) • 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-BUILT 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 $95.00 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. TESTING: GENERAL .1 FURNISH ALL NECESSARY TESTING EQUIPMENT ANO PERSONNEL TO MEET TESTING REQUIREMENT • 2 CORRECT ALL DEFECT AND RETEST UNTIL ACCEPTANCE BY OWNEA AND CITY. TESTS .1 MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF THE REPRESENTATIVE OF THE OWNER/DEVELOPMENT. AIR PRESSURE CHECK ALL LINES THAT COULD WEAKEN OR DAMAGE ANY MAJOR STRUCTURES OR HAROSCAPES, 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 HYOROSTATIC 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. . ! ALL PIPING UNDER PAVED AREAS SHALL BE TESTED UNOEFI A HYDROSTATIC PRESSURE OF 150 P,S.I. AND PROVED WATERTIGHT, PRIOR TO THE PAVING OPERATION. 1.e.2 ADJUSTING SYSTEM . 1 THE CONTRACTOR SHALL FLUSH AND ADJUST ALL IRRIGATION H 0 EADS AND VALVES FOR OPTIMUM PERFORMANCE ANO TO PREVCNT VER SPRAY ONTO WALKS, ROADWAYS, BUILDINGS, WALLS ANO OTHER STRUCTURES AS MUCH AS POSSIBLE. . 2 IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRNl 0 GAMTOIORNE EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE PROPER A 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) SROESTSHURATE THE MOST REMOTe SPRINKLER HEADS OPERATE AT THE P rlECOMMENOEO BY SPRINKLER MANUFACTURER. 1. s. 3 COVERAGE TEST , 1 WHEN THE IRRIGATION SYSTEM IS COMPLETED, l'ERFCOHRITMECTA COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE AR , LANDSCAPE COORDINATOR OR CITY INSPECTOR, TO DETERMINE IF THE WATER COVERAGE FOR PLANTING AREAS IS COMPLETE AND ADEQUATE. FURNISH ALL MATERIALS ANO 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 INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE OR INAPPROPRIATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY GROUND COVER IS PLANTED. 1.5.4 DIRECT BURIAL COt!JROL WIRES . 1 ALL WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIACUITS ANO 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. 1.8.5 f)NAL ACCEPTANCE . 1 WHEN ALL WORK UNDER THIS CONTRACT HAS l!IEEN COMPLETED, INCLUDING TESTING ADJUSTMENTS, ADDITIONS OR DELETIONS, THE CONTRACTOR WILL NOTIFY THE OWNER FOR FINAL INSPECTION ANO APPROVAL. FINAL ACCEPTANCE BY THE OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF WARRANTY, I 1. s. e MINOR ADJUSTMENTS . 1 MINOR ADJUSTMENTS (LEVELING ANO CLEANING SPRINKLER HEADS, VALVE BOXES, ETC. INCLUDING PROTECTION FROM VANDALISM) WILL BE MADE BY THE OWNER AFTER ACCEPTANCE OF THE SYSTEM ANO DURING THE WARRANTY PERIOD. 1. 7 l'IECORD DRAWINGS: 1. 7 .1 RECORD DRAWINGS .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 ANO INTERMITTENT-PRESSURE LINES ANO 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 BEFORE IMPLEMENTING THE CHANGES IN THE CONSTRUCTION CONTRACT. FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT IN TERMINATION OF SERVICE. • 3 RECORD ACCURATELY ON ONE SET OF BLACK ANO WHITE PRINTS OF THE IRRIGATION DRAWINGS, ALL CHANGES IN WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING CHANGES IN BOTH PRESSURE ANO NON-PRESSURE LINE. • 4 UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. RECORD CHANGES ANO 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). POST INFORMATION ON AS-BUILT DRAWINGS DAY TO DAY AS THE WORK IS INSTALLED. ALL DIMENSIONS NOTED ON DRAWINGS SHALL BE 1/4 INCH IS SIZE. • S UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION ANO DIMENSIONS SHALL BE TRANSFERREO TO THE RECORD DRAWINGS. FACILITIES ANO ITEMS TO BE LOCATED AND VERIFIED ON THE RECORD DRAWINGS. SHOW DIMENSIONAL LOCATION ANO DEPTH OF THE FOLLOWING, A. POINT OF CONNECTION B. ROUTING OF IRRIGATION PRESSURE MAINLINES ANO ALL SLEEVES (DIMENSION MAXIMUM 10 Fe:ET ALONG ROUTING ANO 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 ANO DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND PROFESSIONAL MANNER. RECORD CONSTRUCTION DRAWINGS SHALL BE MAINTAINEO AT THE JOB-SITE DURING CONSTRUCTION. . 9 THE LANDSCAPE ARCHITECT SHALL PROVIDE A COMPLETE SET OF "AS-BUILT" MYLARS TO THE CITY OF CARLSBAD UPON COMPLETION OF CONSTRUCTION. ONA WILL BE REQUIRED TO TRANSFER ALL AS• BUILT INFORMATION TO MYLARS. AS-BUil TS SHALL BE ON CITY ORIGINAL MYLARS. 1. 7. 2 COt!TROLLER CHART , 1 AS-BUil T DRAWINGS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE CHARTS ARE PREPAREO. .2 PROVIOE ONE CONTROi.LEA CHART OF THE MAXIMUM SIZE CONTROLLER DOOR WILL ALLOW, FOR EACH CONTROLLER SUPPLIED, SHOWING THE AREA COVERED BY THAT AUTOMATIC CONTROLLER ANO A CORRESPONDING LEGEND OF THE EQUIPMENT INSTALLED. • 3 THE CHART SHALL BE A REDUCTION OF THE ACTUAL AS-BUILT 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 ANO A DIFFERENT PASTEL TRANSPARENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. . 5 WHEN COMPLETED ANO APPROVED, HERMETICALLY SEAL THE CHART BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS THICK • • IS CHARTS SHALL BE COMPLETED ANO APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM, 1. 7 .3. OPl;RAIION At!P MAINTENANCE MANUALS .1 PREPARE ANO DELIVER TO THE OWNER WITHIN 10 CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, ALL REQUIRED ANO NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL ANO PROPERLY PREPARED IN FOUR (4) INDIVIOUAL BOUND COPIES. DESCRIBE THE MATERIAL INSTALLeo 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 GUARANTEE PERIOD C. LIST OF EQUIPMENT WITH NAMES ANO 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 ANO 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 ENO 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-BUILT DRAWINGS COMPLETED (RECEIVED BY ANO DATE) E. CONTROLLER CHART COMPLETED (RECEIVED BY ANO DATE) F. MATERIALS FURNISHED (RECEIVED BY AND DATE) G. OPERATION AND MAINTENANCE MANUALS FURNISHED (RECEIVED BY ANO DATE) H. SYSTEM ANO EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED BY AND DATE) I. MANUFACTURER WARRANTEES (RECEIVED BY ANO DATE) J. WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY ANO DATE) • 2 FORWARD SIGNED AND OATEO CHECKLIST TO LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF PROJECT. 1.8 GENERAL REOUIREMENTS: 1.8.1 CODE REQUIREMENTS SHALL BE THOSE OF STATE ANO 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 ANO VERIFY ALL DIMENSIONS. 1.8.5 PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER ANO 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, ANO FROM LINES OF OTHER TRADES. PARALLEL LINES 1, 8. 7 OIELECTRIC 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 ANO VALVES ANO 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/DEVELOPMENT. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER/DEVELOPMENT, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF. 1.8.1 O CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS • 1.8.11 MAINTENANCE. 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 ACCEPTED IN WRITING WHEN THE ENTIRE SCOPE OF WORK HAS BEEN COMPLETED SATISFACTION TO THE OWNER JUDGING THE WORK. NO ALLOWANCE FOR OEVIATION FROM THE ORIGINAL PLANS AND SPECIFICATIONS WILL BE MADE UNLESS PREVIOUSLY APPROVED BY THE OWNER . WHEN ANY ITEM APPEARS ON THE PLAN ANO NOT IN THE SPECIFICATIONS, OR IN THE SPECIFICATION S AND NOT ON THE PLANS, IT SHALL BE CONSIDERED IN BOTH. WHEN CONFLICTS ARISE, THE HIGHEST STANDARDS WILL PREVAIL. 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 REQUESTED 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 WATER MANAGEMENT COMPANY APPROVED BY THE IRRIGATION DESIGNER TO PROVIDE SUPPORT SERVICES FOR THE FOLLOWING IRRIGATION EQUIPMENT: EXCESS FLOW SENSING AUTO-RAIN SHUT OFF AND CALIBRATING SENSORS FOR EXCESS FLOW • INSPECT ANO TEST CONTROLLERS AND GROUND FAULT. PROVIDE TECHNICAL SUPPORT ON THE JOB SITE AS REQUESTED 19Y CONTRACTOR FOR CONTROLLERS, EXCESS FLOW SENSING ANO AUTO· RAIN SHUT OFF SENSING SYSTEMS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" RI.A EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE l---+----+------------t--~'--+---+-------11 5 HI EIET I CITY OF CARLSBAD I s~~s I ::=::::::::::::::~===PL::ANN:::::::I NG::::::D::::E:::P::AR::T::ME:::N:::1=::==:::::'...:::='t-V:=~ - ..... ....,,,, .. DUE INITIAL ENG!NEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE !NITIAL OTHER APPROVAL CI TY APPROVAL IRRIGATION SPEQFICATION FOR: RANCHO CARRILLO VILLAGE 'L 8c M' APPROVED ASSISTANT et'ANNIN~ DIRECTOR DWN BY: CHKD BY:----, RVWD BY: PROJECT NO. CT 93-04 DATE DRAWING NO. 360-7L CMWD 97-043 ,,.."--,, .... ,,.,.1,.,.t""10""" "'·"'· ,"'1q"';,"'Hoc::-,,=-=cr""sc-: -.,,,,--,,,,-ms,,-,.,.,..,=--------------------------------------------------------------------------------------------------------,,.-,-------,,--,,,,..,------------------------~ 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. PART 2 • PRODUCT$ 2 .1 MATERIALS: ALL MATERIALS AND EQUIPMENT USED IN SPFIINKLEFI IRRIGATION WORK SHALL BE NEW AND 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 /POTABLE)• ALL PVC MATERIAL SHALL CONFORM TO ASTM D1784, CELL CLASS 124548. A. PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF MANUAL. CONTROL VAL YES SHALL BE PVC 1120, CLASS 315 (SOR 13.5) CONFORMING TO ASTM D2241 OR SCHEDULE 40, CONFORMING TO ASTM D1785. IB. PVC PLASTIC NON-PRESSURE LINES, FOR PIPING DOWNSTREAM OF REMOTE CONTROL VALVES, SHALL. BE PVC 1120, CLASS 200 (SDR 21), CONFORMING TO ASTM D2241. C. IDENTIFICATION: FURNISH PLASTIC PIPE CONTINUOUSLY ANO PERMANENTLY MARKED WITH FOLLOWING INFORMATION, MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS AND TYPE OF PIPE, WORKING PRESSURE AT 73.4 DEGREES F., AND NATIONAL SANITATION FOUNDATION (NSF) RATING. • 2 POLYVINYL CHLORIDE PIPE/" COLORED COPED Pl/RPLE"l FOR NON• POTABLE WATER; (1) PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL THREE (3) INCH AND SMALLER SHALL BE PURPLE COLORED PVC MEETING ASTM•1784, TYPE I, GRADE PVC-1120, CELL CLASS 1254B. PIPE, ASTM 2241 FOR SOR CLASS PIPE, ASTM 2672 FOR "ALERTLINE" OR EQUAL. PRESSURE MAINLINE: 1·1/2" AND SMALLER PIPE ·SCHEDULE 40 PVC 2" AND LARGER PIPE • CLASS 315 PVC, SOR•15.5 NON-PRESSURE LATERAL· ALL NON•PRESSUAE PIPE • CLASS 200 PVC PIPE TYPE I. GRAPE 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 ee 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 EIIIINGS AND CONNECTIONS; .1 POLYVINYL CHLORIDE PIPE FITTINGS ANO CONNECTIONS: TYPE 11, 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 ANO SCHEDULE OF MATERIAL, ANO NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND 02466. .2 BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. 2.1.3 BI$ERS: . 1 ALL SPRINKLER HEADS SHALL HAVE RISERS ANO SWING JOINTS AS SHOWN IN THE DETAIL DRAWINGS. ALL RISERS AND SWING JOINTS SHALL USE MAALEX FITTINGS AND SCHEOULE 80 PVC RISERS OR NIPPLES. 2.1.4 FITTINGS; . 1 FITTINGS, IN GENERAL, FOR ALL INSTALLATIONS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT PRICE AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL OF REQUIRED FITTINGS TO COMPLETE THE CONTRACT. • 2 ALL FITTINGS FOR PIPE THREE (3) INCHES AND SMALLER SHALL BE SCHEDULE 40 • 3 ALL TEES FOR THE INSTALLATION OF SWING JOINTS WILL BE INSTALLED WITH DURA, LASCO TEE OR EQUAL 2.1,5 AUTOMATIC CONTROL WIRE: . 1 ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE NO. 14 SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4/64 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR CODE WIRES TO EACH CONTROLLER, COMMON WIRE SHALL BE WHITE N0.12 SOLID, SINGLE CONDUCTOR WIRE, 4164 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BA (DIRECT BURIAL ) OR EQUAL . 2.1.s MONITORING DEVICE$ 2. 1. 7 2. 1 . S • 1 ALL MONITORING DEVICES SUCH AS FLOW ANO PRESSURE MEASUAE;MENTS, SHALL BE AS SHOWN ON DRAWINGS. 120 VOLT WIRE IO CONTROLLER • 1 120 VOLT WIRE SHALL WIRE SHALL SE PEA LOCAL CODE AS TYF'E, SIZE AND QUALITY. INSTALL U.L. APPROVED CONDUIT A MINIMUM OF 24" BELOW GRADE FROM THE POWER 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. 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 WI 110VOLT GROUNDED OUTLET, RAINGUAAD AUTO•RAIN SHUT-OFF DEVICE ANO LOCKING, HINGED COVER. AVAILABLE FROM HYDROSCAPE PRODUCTS INC. 5805 KEARNY VILLA RD, SAN DIEGO, CALIFORNIA (619)560-1600 . 3 AUTOMATIC CONTROLLERS SHALL BE OF THE TYPE ANO MANUFACTURERS SHOWN ON THE DRAWINGS OR APPROVED EQUAL AND INSTALLED PEA MANUFACTURES RECOMMENDATIONS AND DETAIL DRAWINGS "11cro:::tat1cri 9 :dqn:Hrirr1F,r~; ,,1n. C. l):~ 11:t.L:,!b . 4 ALL CONTROLLERS SHALL !lE GROUNDED BY COPPER CLAD G.ROUNOING ROD AND GENERAL ELECTRIC LIGHTNING ARRESTOR # 9L 15DCB002 (50 OHMS RESISTANCE REQUIRED) 2.1.9 REMOTE CONTROL VALVE$. ELECTRICAL .1 THE ELECTRIC REMOTE CONTROL VALVES(f'FIESSURE FIEGULATING) SHALL BE OF THE STYLE AND MANUFACTURES SHOWN ON THE DRAWINGS, OR APPROVED EOUAL, AND INSTALLED PER DETAILED DRAWINGS ANO 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 MANUFACTUl'IES SHOWN ON THE DRAWINGS, OR APPROVED EQUAL, 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 SHALi. BE MARKED "PAV","MV","ACV","GV", OR "OF" 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 HEAP: . 1 SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVED EQUAL. 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 WATE:R" DESIGNATION AS A PART OF THE SPRINKLER OR IF NOT AVAILABLE BE PAINTED PURPLE AS DIRECTED BY THE CITY OF CARLSBAD, 2., .13 QUICK COUPLER YA LYES (NON·POIABU5)· • 1 QUICK COUPLING VALVES SHALL BE OF THE MANUFACTURER SHOWN ON THE DRAWINGS. EACH QUICK COUPLER SHALL HAVE A MOLOED VINYL LOCKING COVE;R WITH ACME THREADS FOR RECLAIMED WATER SERVICE. • 2 UPON COMPLETION OF THE CONTRACT ANO 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. 2.1.14 BALL VALVES; .1 BALL VALVE TWO (2") INCH SIZE AND SMALLER SHALL MEET ASTM STANDAROS WITH SEALS WHICH ARE SELF ADJUSTING TO COMPENSATE WEAR. SALL VALVES SHALL HAVE MOLDED MICRO· FINISH BALL WITH LOW TORQUE REQUIREMENTS TO OPERATE UNIT MANUALLY. BALL VALVE SHALL HAVE A PATENTED FEATURE "PAE• LOADED" STEM SEAL ANO IMPACT RESISTANT HANDLES. • 2 BALL VALVES (2·1/2) INCH SIZE TO (4) INCH SIZE SHALL HAVE DOUBLE UNION WITH ONE ENO BLOCKED WHICH PREVENTS BALL FROM BEING BLOWN OUT UNDER PRE;SSURE. BALL SEATS ARE TEFLON TO INSURE EASE OF OPERATION. END CONNECTOR CARRIER AND STEM "O' RING ARE EPDM OR VITON. 2.1.15 MANUAL CONTROL VALVE· . 1 MANUAL CONTROL VALVE 3/4" AND 1" SIZE SHALL l!!JE MADE OF HEAVY,OUTY BRASS WITH A WHEEL HANDLE AND RATED TO 150 PSI. 2.1.16 ATMOSPHERIC VACUUM BREAKER: .1 ATMOSPHERIC VACUUM BREAKER 3/4" AND 1" SIZE SHALL !II!! 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 VALVE LISTED ABOVE. 2.1.17 BACKFLOW PREVENTER: UNIT SHALL BE AS SHOWN ON PLANS OR EQUAL, AS APPROVED BY ARCHITECT ANO CARLSBAD MUNICIPAL WATER DISTRICT. 2.1.18 CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. 2 .1.19 BACKFILL SHALL BE CLEAN FILL SOIL WITH NO ROCKS 01'1 CLOD 1/2" OR LARGE A. 2,1,20 WARNING TAP!: . 1 SHALL BE PLASTIC TAF'E PREPARED WITH SILVER PAINTING 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, (PHONE; (608) 837•7197) 2.1 .21 WARNING LABELS & SIGNS : SHALL f!IE APPROVED BY THE DISTRICT ENGINEER TO BE INSTALLED ON DESIGNATED FACILITIES. FACILITIES SUCH AS CONTROLLER ENCLOSURE AS DESIGNATED BY THE DISTRICT EoNGINEEA OR INSPECTOR. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS. 2. 1 .22 WARNING TAGS: ALL RECLAIMED WATER SPRINKLER CONTROLS VALVES SHALL BE TAGGED WITH IOENTIFICATION TAGS. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS . 2. 1 .23 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 Bll!I ASSEMBLIES (POTABLE; & NON-POTABLE). . 5 FIVE (5) KEYS FOR OPENING AND LOCKING EACH A.UTOMATIC CONTROLLER. 2. 1 .24 PRESSURE REGULATOR ANO WYE STRAINER SHALi. BE OF l!IRONZE BODY WITH SCREW FITTINGS. SE;E DETAILS AND DRAWINGS. PART 3 • EXECUTION 3. 1 GENERAL REQUIREMENTS: 3. 1. 1 LOCATIONS ON DRAWINGS APIE DIAGRAMMATIC AND APPROXIMATE ONLY, ' - 3. 1 .2 3.1 .3 3.1.4 3.2 3.2. 1 AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE. LOCATE ANO STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHITECT BEFORE INSTALLATIONS. INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, ANO AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. LOCATE LINES. VALVES AND OTHER UNDERGROUND UTILITIES ANO RECEIVE THE APPROVAL OF THE \ ARCHITECT BEFORE DIGGING TRENCHES. 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. INSTALLATION OF IRRIGATION SYSTEM, EXCAVATION ANO BACKFILLING OF TRENCHES; .1 EXCAVATE TRENCHES, PREoPAAE SUBGAADE, ANO BACKFILL TO LINE ANO GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. 00 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 PRESSURE MAINLINES ( 3" AND UP TO 6" ) POLYVINYL CHLORIDE NON-PRESSURE LINE CONTROL WIRE 3")SEE LEGEND SEE LEGEND SEE LEGEND SEE LEGEND . 3 TRENCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD; (1) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH ANO SUBSOIL ON OPPOSITE SIDE. . 4 SUBSOIL SHALL BE FREE OF ALL ROCKS AND CLODS 1/2 INCH IN DIAMETEoA, 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. . 5 BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE ANO THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. • 7 BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS ANO CLODS 1/2" ANO LARGER. • 8 CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE DRAINAGE SWALE. CONTRACTOR SHALL JACK OR BORE UNOEFI 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 UNOEA ASPHALT PAVING • • 3 PROVIDE FOR A MINIMUM COVER OF 18 INCHES BETWEEN THE TOP OF THE PIPE AND THE BOTTOM OF THE AGGAEoGATE BASE FOR ALL PRESSURE ANO NON PRESSURE PIPING INSTALLED UNDER ASPHALTIC CONCRETE PAYING. • 4 SECURE PERMISSION FROM THE OWNER/DEVELOPMENT f!IEFORE CUTTING OR BREAKING EXISTING PAVEMENT. ALL NECESSARY REPAIRS AND REPLACEMENTS SHALL BE APPROVED BY OWNER/DEVELOPMENT, ANO SHALL BE AT NO ADDITIONAL COST TO OWN ER/DEYELOPM ENT. 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 15 CUT ANO RE;JOINEO 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 ANO FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELOEO JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURAS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. . a PIPE SHALL BE SNAKED FROM SIOE-TO-SIOE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. • 7 CENTER LOAO PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING ANO SUPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. . 8 NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS 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, METAi. NIPPLE HAND TIGHTENED, PLUS ONE TUAN WITH A STRAP WRENCH. .10 PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONI. Y, • 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 EoNDS OF PIPE RUNS; OR WHEREVER THE CITY ENGINEER DEEMS ONE TO BE NECESSARY. THRUST BLOCKS SHALL BE INSTALLED AS PEA DETAIL. 3.2.4 (NSTALLATIQN OF BRASS PIPE· • 1 CUT BRASS PIPING BY POWER HACKSAW, CIFICULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND AE;MOVE ROUGH EDGES OR BURRS SO SMOOTH AN UNOBSTRUCTED FLOW IS OBTAINED. • 2 CAREFULLY ANO 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 4·FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL ANO MAINTENANCE OF VALVES. • 3 INSTALL CONTROL WIRES AT LEAST 24" BELOW FINISH GRADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AS TERMINAL POINTS. .4 INSTALL CONTROL WIRES ANO 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 2·1/2 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 ULTAATORCH 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 SHALi. FOLLOW THE PRESSURE MAIN IN SO FAA AS POSSIBLE. • 3 ELECTRICAL WIRING SHALL BE IN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. A CeATIFIEO 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 SE INSTALLED WITH VANOAL•AESISTANT 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 ANO IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS REOUIREO 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 BETWEE;N VALVES AND 6" FROM ANY FIXED OBJECT OR STRUCTURE • 3.2.9 VALVE BOX; .1 INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PEA 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 VALVE, CONTROL STATION NUMBER IF .APPLICABLE ANO IDENTIFIED AS REQUIRED, PEA RECLAIMED STANDARDS. 3.2.9 SPRiNKLER HEAPS; .1 ALL SPRINKLER HEADS SHALL BE INSTALLED AS PEA 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, IMMEOIATEL Y AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO DO SO. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" RLA _____ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE t----+--+-----------+--t--+--+------t ~ CITY OF CARLSBAD I sws I LJ..::J PLANNING DEPAIHlol;NT ~~===::::::::::::::::::::====:::=:..==~ .. IA ... ' DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITr APPROVAL IRRIGATION SPECIFICATION FOR· RANCHO CARRILLO VILLAGE 'L & M' A=PP=RO=VEO=-:t~~,.;;~~~~'d/=::::::----=-b-~!f ASSISTANT n:AN~ING DIRECTOR DATE OWN BY: PROJECT NO, DRAWING NO. CHKO BY, ___ _ RVWD BY, CT 93-04 360-7L CMWD 97-543 3.2.1 o QUICK COUPLER ASSEMIILY; .1 INSTALL ALL QUICK COUPLEl'IS AS INDICATEOEOTNO DFl'IINAIWSHINGGSRAADNEDANAOS DIRECTED. SET ALL VALVES PLUMB AND TRU A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. 3.2.11 IALL VALVE$; .1 INSTALL WHERE SHOWN AS DETAILED. 3.2.12 WARNING TAPE: 3.1 .13 3. 1 .14 3.2.15 WARNING TAPES SHALL BE INSTALLED Dll'IECTLY ON TOP OF THE PIPE LONGITUDINALLY AND SHALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE ANO 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 A80VE PIPING TO BE INSTALLED 12 INCHES ABOVE RECLAIMED WATER LINE. :tli!B~ltl~ L!aELS A SIQ~i INSTALL WHERE SHOWN AS DETAILED WARNING TAGS, INSTALL WHEAE SHOWN AS DETAILED l;IACKELOW PREVENTER; .1 BACKFLOW PReVENTEl'I P.SS!Ml!LY SHPAELCLIFICIEATIOINNSSTALLLOECDATEIND ACCORDANCE WITH MANUFACTURER'S S , 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 ARCHITECT. 3.2. 15 PRESSURE REGULATOR; • ADJUSTED REGULATOR PER PLANS 3.3 CLEAN-UP: AS PAOJECT l'AOGRl!SSES, CONTl'IACTOl'I SHALL MAINTAIN ALL Al'IEAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS 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. END OF SECTION DATE: 1 /15197 PREPARED BY: JOB NUMBER: 97-042 MARVIN H. TANIGUCHI ···~--····~,, JOB TITLE: RANCHO CARRILLO VILLAGE "L" & "M" HYDRAULIC CALCULATION HGL OR PRESSURE: \.75 .. PSI METER NO. SYSTEM: .,g• LOT.249<+ GPM: ·• >•1:).7>• _. r-------------·-- WATER METER): 3/4" 2.70 ~----~BA,...,..,C-:-:K=FL--:Oc:-W:c-=PR=E=-v-;;:ENTE::--;:::=R=l{A-c:TMOS=--:c=H:::P-=ER=1c·TYPE): 1 • 1.00 PIPE SIZE LENGTH GfM PSI LOSS r-314" 60" 7.2 1.85 1 • 1 0' 13.7 0.49 1-1 /4" 1-112· 2· 2-1 /2" SUB TOTAL 2.34 CCJ(§s'3f/s'.Fivc PIPl!i:'t•PRESSO'REMAiN(INE:f?%Sfi/iifi' :'W:l::!1 2.34 PIPE SIZE LENGTH G'-M ·-t-PS--';;-1 L=;'OSS'-;;---r-------t-------i 1" 60' 13.7 3.13 I------·· 1 • 1 12 • 2-112" 3" ,___ --1------+-------r-------i-------r-------, 4· SUBTOTAL 3.13 3.13 i-------·-+-----+=:.::...:.:=..:.:..=--+-~~~==:-:::-:::-:--:=+---:-:--;;---;:-::-----j TOTAL PRESSURE LOSS: 58.06 f----------1-------t------t-~A~VA~l~LA~B~L-;:;E~P-;:;R~E~SS~U~_R~E~(-;:;P~Sl~):t-~75~_~00- AVAILABLE RESIDUAL PRESSURE: •:.'.t--re:94c : --. i--------i--------i-----,---.. ·-~~--,-----·---------;--::==-:=---, PRESSURE 1--------1--------i------,--------i--------,,----;A-;:;D-=Eo;:::u:-c..;.rE- DATE: 1115/97 PREPAREOBY: JOB NUMBER: 97 -04 2--i------i--------;---,M,--:A-:-:R::-:V-::clN:':-:--:H--:=. TANIGUCHI 'Joiii°TITLE: RANCHO CARRILLO VILLAGE "L" & "M" 'HYDRAULIC CALCULATION I . ··----~HG=L---;O~R;-;PA=E;.;SSU;;,;;R;;;EC'::rr:::--:; :--1~2";"5-.:p;;:s,;,1...-, · .. ·s· TMAETN····oEA .. ~RNOo·••·s··v···STE[M#L. 3 oss 2 e··--s··J ·····•~~~~: .. -..... -tJ~-x~A~ 9 -"-_:"'"":.J .... '."'~'= .... •::.•:·.•··· 3 ·~· 2 ••·•···••--....... : ·.-.· :-::t-· .. .,: SCZE ;: ><r<·ps1 LOSS· \, I I WATER METER: 1 -1 /2" I 2. 1 0 I I BACKFLOWPREVENTER: __ 1-_ 1 1_'.2_•_~_8 6 _ •. BO_Oo _ _, . . REMOTE CONTROL VALVE: , c-----,=-::---:-·--""'=-c,-==-c:::-c~;::--;-;::-c .-::-=-=:c=::-1------,--=- i----lR_RIGAT!ON SPRINK!J:R HEAD (OPERATING PRESSUR~:t--:::------t--":30. 00 MASTER VALVE: 2" 1.00 i--------i-------;--------,...-- GLOBE VALVE: 0.00 t----~------j--------,~= CHECK VALVE: 3.00 i------i--------;------,--::--BALL VALVE: 3" 2.00 i--------1-----+---==-=-c-=-'"c-,,-,--,.CC...,=t-----+----·· --~ PIPE FITTING (ALLOWANCE): 5.00 HVDRAUUCGRADECHANGF!: •·· d ...................... ··. : t-------~,:'"-'"::"::-::::::=::c:'-""'":-,::-:-:,:-:,:-,-":::,'-::-:-.,---:---,------------+--------, HGL OF STREET MAIN ELEVATION:1 360 i---c--=-,-----, -+-----+------, ELEV. OF IRRIG. HEAD@ HIGHEST POINT: 4 6 7. 5 ...--............ · L ELEVA TION01FFERENCE: 107·-_5=-----i--,-._-v.-0,-,,-. x-.,-33-,---:-4 5::-_--=5=5---1 CLASS :ioif PVC Pi PE NON-PRESSURE > ... . ... ··•· :•· Piiii!Y --- PIPE SIZE LENGTH GfM PSI LOSS ·--- r··· 314" 70" 9.0---· _2.49 1 " 3 0" 1 2. 8 '70----:.5:-:7:-----;-------,-, -----, 1 · 114" ,-:r: , 12 • 2- 2-1 /2" 5' 15.4 0.05 1 O' 32.2 0.19 --+------1--------1-----1 , SUB TOTAL 3.29 cLAss !31 s'Pvc i>1i>1t ""AessuRe: MAINLINE .. ··,.·····•· ..... . 3.29 PIPE SIZE LENGTH GfM PSI LOSS i---· 1 · 1 / 4" -----, ., -1 -1 /2" ---------····I-------,------------ -----ccc------,....----·i-----~-------;------i------.. _ 2,. -·---··-2--~1,-2---+-----1-----.. ,~, -----+-------t---------1 ' ---3 • 4· 114 0 32.2 1.71 --+-------,.. --·•---SUBTOTAL 1.71 1.71 ----TO'::Tc:-Ac-LccPRcccEcc::SSc=U=R=-E.,-LOSS=:-, .. 109.45- --, AVAILABLEP_~_~::l§URE(PSl)i 125.00 ------;-------:A-:cVAILABLE RESIDUAL PRESSURE: I . 1 5. 55 ___ --+------------i--· --=---I PRESSURE_ ----,----i I ADEQUATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" RLA EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE 1----+-+---------------t--r--r----r-~~ CITY OF CARLSBAD I sios J ~ !'LANNING DEPARTlf:NT :==::::'...!:================:=:::~=..:==; - I I.ta ..... Afth&lfflMIN • fllea•lnl Lo lollo COftlN II ... TD•■• C.nlN Dri't'-. t•lle .. 0 S.o Diop. CA Mlel •IIOOe llt..600.J6'1'& • rex 660.l&eO DATE INITIAL ENG !NEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL IRRIGATION SPEOFlCATION & CALCULATION FOR: RANCHO CARRILLO VILLAGE 'L & M' APPROVED ~ /,jl 6--f-7 f'" ASSISTANT cLANNING DIRECTOR DATE OWN BY: ____ 1 PROJECT NO, ORAWING NO. CHKD BY:---, CT 93-04 360-7L RVWD BY: D 97-543 ~ ,10 ;,;~: 1!l;"1,i'"'c0o"as~ta'l"'t,;;;;,,,,', Cl" .. 'Ti: 11o'i1.•1cl· io,o,:;j;•ce;;cr,'i<" -:r;,1c1;;-,,,m:1 ,7l\1 ~1'11c': :.ii5".,,r------------------------------------------------------------------------------------------------------------------·----------------------------------- ,,,-,,.,., .. , ..... ·.·.,:. .::::.;.··. • .•.. •Ym••••-"'""'•••:;;; LOT 240 \ \ \ IO II IO ----- GRAPHIC SCALE I'= 40' I I I \. ., ,, / :..__ r ··~···•• ... ,, Ii '\., , ' /~,,,~\ / r ······ .... ..~~; \ ·, . ,,.,.~... .... '\. \ ... , ,,,, \ .;~. . , .\ . . ' ,,, ' ,, " . ,~.. ' ' ' . ,, ; \ ' 'L ........ /,<--:.,. ·,-..... \~ '"· ·, ii /APP~OVED fORPLANITNG\, / .·· i ANDIRRIGATIQNONLY, \ ~,,,,, ,.,,i..,., Landscape Architedurc • Plmming La Joll'a Centre II 9255 Towne Cenlre Drive, Suite 340 San Diego, CA 92121-3002 G19 550-1575 • Fax 550-1580 . . INCLVDING PRECISE . . U)CATiON·OF PLANTING . . AREAS. . "AS BUil T" REVIEWED BY: INSPECTOR DATE DATE INITIAL ENGINEER OF WORK •, \ I l• ! .. .... ,,' i- \'? 41 151> \6f.6..L- REVISION DESCRIPTION ·.. \ '" .. to ?6(6,..\.,, /,·•·f':-... LF3 /P, DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL \ ', FIRE SUPPRESSION ZONE ' . . . ' . . . . ' 1 SUPPRESS[ON\ZONE 2. ' . ' . ' . . . . . . \FIR.E SUPPRESSION.:ZONE. 3 . . . \ ............ urJ OF CARLSBAD PLANNING DEPARTMENT PLANTING PLAN FOR: RANCHO CARRILLO RANCHO CARRILLO VILLAGE 'L'&'M' ASSIST ANT f'LANNING DIRECTOR OWN BY; CHKD BY: RVWD BY: PROJECT NO. CT 93-04 DATE DRAWING NO. 360-7L ;25 40 Q «,~··· . ':>+~ . ':>«,«, . :cc. .. ~\,,~ . ~~G ~ ' ·,, ,' ,' . '.: ,: . ,J ' ' , .. -.::, _,·'. '' I ti) OPEN SPACE LO.T 309 1211) .· ' ,•· ,...--··.. ' '. ·..,,; . ,,... 1~1 D. [..,\, . "--" :""-!•"""/, \ .! .• ·,,' .... ,..., . ~ .. ½>Y' (r,'"') ...._....,_---il$l-, ~. l to?,) GRAPHIC SCALE l'ca 40' LEGEND COMMUNITY THEME WALL COMMUNITY THEME FENCE VILLAGE FENCE NATURAL RESOURCE FENCE ·, ,., 1■1 ■1 ■1 ■1 ■1 ■11 ••••••••••••••••••••••••••••• ...................................... • WALLS AND FENCES ARE SHOWN SCHEMATICALLY FOR REFERENCE ONLY. ACTUAL LOCATIONS AND TYPE MAY VARY SLIGHTLY. e-11-''c;>,e,, f L,4.f"✓ ' • ' ' ' ' ' i' ~:!\~-\ ·0-t ., .. , ,,. ' '. ·,, . '.. __ ).}{ ~'{,i:' .. G Landscape Ard1itecture • Planning La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 0 APPROVED FOR P ANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. U"1 u.1.::rn RE.VIEWED SY: INSPECTOR "AC .::i BUil T" MATCHLINE ~ SEE SHEET ' '· . ffi. ft>!-.1. DATE DATE INITIAL /1.c 10 ., .·, <->~ ~,/0,}-. . .., . ', .>, ',-.,_,_·/ ENGINEER OF WORK REVISION DESCRIPTION ' •• ~ .. -~'..,,,.,.,,', w~-.,. l ,..,, sol • ., j '-., ) DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ··. . \ . ·. ·· .. . . ··., •. \ · .. _ \ \ ·. . ·. d ,.,_ . ..,_ .... \ \ '\ ;,::.. ('.IT1{ o}-·c~AiiLsnAD I 5Q_o5 I '-' PLANNING DEPARTMENT , _____ _ --------PLANTING PLAN FOR: RANCHO CARRILLO APPROV(iD; t.-Y-tf ASSISTANT P DATE DWN BY, PROJECT NO. DRAWING NO, CHKO BY; CT 93-04 360-7L RVWO BY; Ill 0 40 GRAPHIC SCALE I'= 40' '. '.,_ ·... -._ ' '·, ', .r4\ ·. ·. I I . . . . . . \ ... IC) IIO J..c,, 11.J, fofZ-, ' " ~.. ·, ' ' i1151 \o:\ l~AA'c . . , .. . • ,.z. 4:'? q/4i~ -I I \ ~" 110.,.. -ZJ I~ 15'0+ •. ';\, ·,, 3.,', \ i~--~---, " / . ,'·• ' 1/) ~'•, ,:. ! ! ; \ ,, .. 'J" \ '~1. \ ·,>'.. \ '-~- ; .... J. i Landscape Architecture • Planning La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 ' ' Jf' ···········I···'•·-•\, .... ,",'·,., . . l •·~·,., ' ' ' ' ' ··············j:;··········· /'I;· ! MATCHLINE ,'::'}" w T S/JJ/ ~ ,t,_ C.-:,'i, '/.J ,~ ~ ,, _.. L,J-/ ~I!?'., = V V 5i na'fL>i o , "',\ .rla,~ ... 11 *, J' ' D:\to~ ~N ,i, A, "'Joj ""l'i APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. . . /,,, ; / '•· // REVIEWED BY: INSPECTOR "AS !'! i,, / .. 1 j'c '/,_ .,., ·t '\~, . ''/;, \'.i; '-~\0 i \ I f--/1,-J-. ' i . \ 1,~, \_ ,l·~.\ ; .. ,,,,,. \ ,, - '; '~\ I I-'..~ l I ' I - ' \., .' Al 'I '1~ 'w'l"-l\n#'<IPt'-------:ls+'f-1---ll/1 BUil T" \\ ' L/,I ._.,..,,[ . -~ .•.. ,I .. ~~.:,,"""'"' Z · 17·'l'l 5~"1'1 DATE DATE _1.f::-~~ L ~W ___,, ,. I __ :..,·--- ---+--BRAVADO RANCHO ?. , ~, .. 1/1\. CZ.,.,,l~f= ,,__ I /;,I M-... . • ~---•. IJ.:-'f:T L i--1cc1----.--. · . - ~ (1::,, F\-P,i-+-r I',... , fi:, '.i'.2.f'lal.' 02ctl oJ-l,l:,.t~¢~•'1'll 1 ~14~ l,bl-1 ~ I .d---SC> ,<J'l) INITIAL ENGINEER OF WORK REVISION DESCRIPTION ' - :z. ,?,t:"14 /R, • " c;; ./JJ-'1 'f J,B ... DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL w.=w.w.w-½,•wwwo•.wm . ; ' I r..______,,7-----· -- .~~.. J!\ ',,, ••• I,,.'' I I \":' L_,. • I : .. ~et·~-;-.. .. \ ~,~ irA\~~ \ t flt1dn't················ · ... \, I 3 ·.~~;\:~. .\ 19 . vs ·,$(~ ·)i '·. \ ',,. I .. 'F1Ze ' k,-r, FIRE SIJPPHBSSION ZONE 2 FIRE sui>PREsslo.N ZONE ' •' ' .. L.E.GEND COMMUN1TY.THEME WALL · COMMUNliY THEME FENCE . •1••········· VILLAGE FENCE ... · .. · .. \ 111111_,.'•■-1111~1111111111111,1 . . NATURAL RESOURCE FENCE '··.:• .. ••••••~·4uh••••• .. ~• .. •••• .... , .... ~ 0 • WALLS AND F~NcEJ ARE SHOWN .SCHEMATICALLY FOR REFERENCE ON!,, Y. ACJUAL LOCATIONS AND TYPE: MAYVAF'lY SLIGHTLY. CITY OJP CARlLSBAD ~ PLANNING DEPARTMFNT D PLANTING PLAN FOR: RANCHO CARRILLO RANCHO CARRILLO VILLAGE 'L'&'M' APPROVED:'l;;;;,,,!/~ £~<d--7 f ASSISTANT 'F'L".'!::[NING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY, CT 93-04 1 360-7L . l :-,,,-"··· .... _. ..... --··~--· .. "' ;;.,) . ~-".I'.'. ~:'. r f /.· ... • , . ." 1 __ . . \ t/1 .... -'"\,;;',;_;- .-•···<···· .. ,, .•. ___ _ , ... , ... / ......... , -- Cl -- Landscape Architecture • Planning La Jolla Centre II 9255 Towne Centre Drive, Suite ·340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 · GRAPHIC SCALE I'= 40' IO ' ··f·-... , '\:' .. •• ...... ···f-....,.,, .. . • /' ::~-h::::·'.:;,:: -I~·· · · ~1;tc;,· flu;· l'?6f'.6-(... 44 .. J.t:i-~•··· --~-·····"·· , .. , .. ···~··- IIO •• ' \ i•t■l■l ■I--• .......... , ................. . ..... , ..... • .... ;--- \-·· ........ ~ ............ ,-- •. ----•m~••,-•••••••~.w.w.w•''"'"•"'"'"'"'•••••""¥"'""•"''' DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 1OPEN SPACE LQ"(/31.1 DATE f ., . °'"'•.I'.. f .,.",~-•• ,_ i . / B ,., ..... , .. , .. , ... ""'·····- (MUL17.) . ' INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL .---_----, : ,, ·11 • WALLS AND i=ENGES ARE SHOWN •• SCHEMATICALLY FOR.REFl;lRENCE ONLY. ACTUAi'. LOCATlONS AND TYPE MAY VARY SLIGHTLY. . · . • .. ,; I (;ITY OF (;ARLSIBAD PLANNING DEPARTMENT PLANTING PLAN FOR: RANCHO CARRILLO RANCHO :ARRILLO VILLAGE 'L'&'M' APPROVED:~ Ii,,¥',,~ ~A~S~Sl~S~T_A_N~T-P~L~Ac.,N~N~IN~G,c:_D_IR_E_C_T_O_R _____ -"".: DATE OWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. CT 93-04 I DRAWING NO. . 360-7L DEPTH Of ROOTBAI.L 2X ROOTBAI.L RIGID PVC DRAIN PIP[ POSITIVELY DRAIN 8i DAYLIGHT AT SLOPE ONTO 1/2 CU. fT. GRAVEL. LINE OF 2•1 SLOPE 4 TM:E TIES (MINI) TWO AT TOP OF Al( OTHERS WHERE NEEDED TO SUPPORT TREE TREE STAKES SET OUTSIDE Of ROOTBAI.IL 4" PERF', PVC DRAIN PIP[ TO BOTTOM Of ROOTBAI.L W/4" PVC DRAIN CAP/GRATE (BLACK) 6" MIN. BASIN F'INISH GRADE OTBAI. ·SET 1" OVE FINISH GRADE OPE 1" /F' T 4" PERF', PVC DRMN Pll"E W/4" PVC DRAIN CAP/GRAT[ (BLACK> 4" PVC CAP/GRATE IN 12"•12" " PEA GRAVEL F'ILLED SUMP. WRAP W/SOIL SEPARATOR TO COVER 8i FASTEN TO HOLD. 1 r A" TREE PLANTING & STAKING ON SLOPE "'" ~ NO SCALE !>"•0" LENGTH WHIT[ SURGICAi. TUBING OV GUY WIRE <TYP.) DEPTH OF ROOTBAI.L - 12" 2X ROOTl!IAI.L N T PLASTIC HOSE T GUY WIRE R[QUIR[l!I TO SUPPORT TREE C.3-REQUIRED> 4" PERF. PVC DRAIN PIP[ TO BOTTOM OF ROOTBAI.L W/4" PVC DRAIN CAP/GRATE CBLACKl 6" MIN, BASIN FINISH GRADE DEAOMAN CTYP,) 4"x4"x18"' RWD .. PR PAR ROOTBALL·SET 1" ABOVE l'"INISH GRADE 4" PERF', PVC OR~ PIPE W/4" PVC DRAIN CAP/GRA E <BLACK> ©_T_R..;.,E-=E _P...;;L;;...A_N_T _IN..;;.G......;;.;..Sc _G;;...;U;;...Y_IN....;G;;...· ___ _ NO SCAI.E PLANTING DISTANCE SCHEDULE rttT QN CENTER ROW DISTANCE SET BACt< :.Ji_ ·e· +. 8" 7" . ,. -0" ,o~r 11" ,. -3" 1 .. 1'-0" ,. ■ 6 .. r.4 .. ,. -0" 2' -OH 1' -9■■ li-611 3' -0 .. 2"·6"" 2"•6"' 6" ·011 5'-2 .. 5"-6" 8'-0"' 6'· 11" 7"-6" 10" ·0" S"-8"" 9"-6'" 12"·0" 10'·!>" 11'-6" 20'•0" 17•4" 19"·6" PLANTING GRID •••••••• •---;;i;t ....... -~ • • • • • • • • • •••••••• "P .... •·• .. ~ • • • • • • • • •••••••• •7:i't ®....;G---R---O __ U_N ........ DC ........ o ........ v_E_R_P.;;;.L A_N_T_IN_G;...... NO SCALE DEPTH or ROOTBAI.L 12'" 2X ROOTl!JALL ® !REE PLANTING NO SCAI.E DEPTH or ROOTBAI.L 111 11 -111=111 111 2X ROOTBAI.L 8i 4 TM:[ TIES <MIN> WA OPOF' OTHERS WHERE NEEDED TO SUPPORT TREE TREE STAKES SET OUTSIDE OF' ROOTBALL 4" PERF'. PVC DRAIN PIPE BOTTOM OF ROOTBALL W/4" PVC DRAIN CAP/GRATE <BLACK) 6" MIN. BASIN F'INISH GRADE l'"ERTILIZER T Al!ILETS PREP ARE Mil< ROOTBALL·SET 1" ABOVE FINISH GRADE SLOPE 1"/F'T. 4"' PERF'. PVC DRAIN PIPE W/4" PVC DRAIN C / A (BLACK) " PEA GRAVEL SUMP STAKING SHRUl!I SLOPE 1"/FT. .3" MIN BASIN F'INISH GR ADE MIX FERTILIZER TABLE TS ROOTBALL·SET CROWN 1" ABOVE FINISH GRAD D ....-------® SHRUB PLANTING NO SCALE 0£F'TH or ROOTBAI.L 111 _ I II 111 11 ·1 2X ROOTBALL SLOPE 1"/FT. 3'" MIN BASIN FINISH GRADE G -NO~SC!!""Al.-!E~-----------© VINE PLANTING PLANT LEGEND SYMBOL ABBREV. BOTANICAL NAME COMMON NA.MJ; SIZE REMARKS AGO. FLE. AGONIS FLEXUOSA 0 EUC. CIT, EUCALYPTUS CITRIODORA --EUC FIC. EUCALYPTUS FICI FOLIA • JAC. ACU, JACARANDA ACUTIFOLIA 0 PIN. TOR. PINUS TORREYANA 00 QUE. AGR. OUERCUS AGRIFOLIA 00 SCH MOL SCHINUS MOLLE 00 TRI.CON. TRISTAN IA CONFERTA 0 fjzj, C_.;+:, f'A)WlJ? ~~ SHRUBS EB BOU. 'SPE' BOUGAINVILLEA 'SPECTABILIS' 0 CEA. 'S.B.' CEA NOTH US 'SIERRA BLUE' <D COT. PAR. COTONEASTER PARNEYI e ESC. 'FAA' ESCALLONIA 'FRADESII' 0 FRE. 'K.T. FREMONTODENDRON 'KEN TAYLOR' 0 HET ARB. HETEROMELES AABUTIFOLIA • H\;:M. f\"$', ilr..-\1~1,U,, \\"{1?:flJ\7 @ PIT. TOB. 'V.' PITTOSPORUM TOBI RA . 'VARI EGA TA' RAP. IND. RAPHIOLEPIS INDICA <D p...f. ILIP!'~v.' ~1ocffi0 11.1t?'(A 1~1.u' 0 0 RHU. INT. )lll',l.ll IC::, BOU. 'S.D.R.' ~ BAG. PIL.'T.P.' F3DEL.ALB. ~ GAZ. SPL. DEPTH or ROOTBAI.L RHUS INTEGRIFOLIA BOUGAINVILLEA 'SAN DIEGO RED' BACCHARIS PILULARIS 'TWIN PEAKS' DELOSPERMUM ALBA (40%) GAZANIA SPLENDENS (60%) 'MULTI-COLOR' I= .,... -.,... .,... .,.-, _.,-2X ROOTBAI.L ,.,-~ LM OF' 211 SLOPE PEPPERMINT TREE 24" BOX LEMON SCENTED GUM f>i!f/15 GAL. RED FLOWERING GUM~6t/1~GAL. il ~. JACARANDA 15 GAL. 24' BOX TORREY PINE 15 GAL. COAST LIVE OAK 561/15 GAL. CALIFORNIA PEPPER !>6t / 15 GAL MUlTI BRISBANE BOX 56t /15 GAL ~iJA. \J,.\J~L, "i I :7 C"i'>'l- BOUGAINVILLEA 1 GAL WILD LILAC 1 GAL COTON EASTER 1 GAL 1 GAL. FLANNEL BUSH 1 GAL TOYON 1 GAL 'vA'/~ii»f I (,,,I.\,.. MOCK ORANGE TOBIRA 1 GAL. INDIA HAWTHORN lf4Plt, \\t.\J~¢, LEMONADE BERRY BOUGAINVILLEA COYOTE BRUSH WHITE TRAILING ICEPLANT TRAILING GAZANIA SHRUB 1 GAL. I c:¥4---. 1 GAL. SGAL FLATS FLATS FLATS SLOPE 1"/FT, .3" MIN BASIN F'INISH GRADE _I -111 HT. 11' MIN. X SP. 5' MIN. HT. 9' MIN. X SP. 3' MIN. HT. 9' MIN. X SP. 3' MIN. H'f.12.' Mlcl, )(,:,P .:I,' f/11\.1 HT. 8' MIN. X SP. 3' MIN, HT. 11' MIN. X SP. 5' MIN. HT. 7' MIN. X SP. 3' MIN. HT. 8' MIN. X SP. 3' MIN. HT. 5' MIN X SP 4' MIN HT. 8' MIN. X SP. 3' MIN. Hf.1M1>-I . ..-: :Sr 4' i-111-l, FULL, BUSHY GOOD COLOR FULi., BUSHY, GOOD COLOR FULL, BUSHY, GOOD COLOR FULL, BUSHY, GOOD COLOR FULL, BUSHY, GOOD COLOR FULL, BUSHY, G'OODCOLOR FULL, BUSHY, GOOD COLOR FULL, BUSHY, GOOD COLOR FULL, BUSHY, GOOD COLOR FULL, BUSHY GOOD COLOR PLANT @ 15" 0.C. PLANT I'! 12" O.C. PLANT @ 12" O.C. -PREPARED BACKF'ILL MIX FERTILIZER TABLE TS ROOTBALL·SET CROWN 1" ABOVE l'"l•HSH GRADE SLOPE 1"/F'T. ® SHRUB PLANTING ON SLOPE E ~-----NO SCALE ,; · 20 ·"I'! • "-a ... ·.i-r-.151-,...c,. l".I,~ • """"· ) - DETAIL A/B A/B A/B j./e, A/B A/B A/B A/B C A/B )../e, '1 DIE DIE DIE DIE DIE t?/e, D/E D/E d~ DIE G F F F COVER CROP MIX RATE MIN. % J!_QTAMICAL NAME COMMON NAM,,.E~ __ __,L=-!,EISI AC R~E __ ,c_PU,,,R 1;/G ERM Alyssum 'Carpet of Snow' 3 98/80 Alyssum 'Royal Carpet' 3 98180 Lasthenla Chrysotoma Dwarf Goldflelds 0.5 50160 P hace Ila Cam p,..a 1.l□ u"'l,...a.!_!ri.,.a _____ _,-,;C..,a IL!!i f,,_ournwia"-c--SB"'I u-,,e.,.b,seu,ll"'s----.~__Jo,.,5,,_ ___ ___,,,9 B/7 5 TOTAL POUNDS PER ACRE 7.0 The following materials shall be In the mixes; Mulch -Conweb Fiber 2,200 lbs./acre Binder -Terra Tac #3 150 lbs./acre Fertilizer 16-20-0 400 lbs./acre NOTES; 1, ALL TREES, UNLESS OTHERWISE NOTED, SHALL NOT CONFLICT WITH PUBLIC UTILITIES AND SHALL BE LOCATED A MINIMUM OF: 3' OUT OF PUBLIC RIGHT-OF-WAY ~• FROM PAVING 7' FROM SEWER LINES 2. ALL PLANTING AREAS, UNLESS OTHERWISE NOTED, SHALL INCLUDE A cc,vER CROP MIX IN ADDITION TO THE SPECIFIED PLANT MATERIALS. 3. INSTALL 3" LAYER ORGANIC MULCH IN ALL NON-TURF PLANTING AREAS LESS STEEP THAN 3:1, SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DE'.LIVERY TO JOBSITE. 4 r,1,,~1)" 4JC.'A&S <.l"NL f'£ f..'c';,1r,-:,::.,.,nfJ) F'~ AU. 'oU.l'F<· ~r'ORt'. F!I-)~" /.At/t:':,.cAf1Mtj IS /H'>'TA I.UP. . "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RLA EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR ' l'.P·g_,.,,,,, JO DATE DATE · ot4;:,..f~.z~-"1"1) t ,}4 -..... ~ CITY OF CARLSBAD ~ 0 ~ !1-1)14"1 L•ndn•p• Arahlleolllre • Pl•nnln& La •olla CantNi II 126& Towne Centre Drive, Sul le 340 DATE 1-\&Hl:%, 14-.30 ·"t9 ~ . INITIAL DATE INITIAL DATE INITIAL -PLANNING DEPARTMENT PLANTING DETAILS & LEGEND FDR; RANCHO CARRILLO VILLAGES 'L 8c M' APPROVED -/4,Sj_O t.-Y-7~ I ASS I STANT PLANN1NG D !RECTOR DATE OWN BY: PROJECT NO. DRAWING NO. ""'""' hn Dlaao, CA 111!121-9002 11111.r.r.o.1&'111 • ,.x r.r.o.111eo ii I I REVISION DESCRIPTION CHKD BY: CT 93-04 360-7L ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY; # 97--0◄2 I" '---------....... ""'","" ....... --------------------------------------------------------------------------------------------------------------------'~ c:ls~:~ SECTION 02480 LANDSCAPING PAPIT I -GENEPIAL 1 1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN 1.2 SUMMARY: THE WORK INCLUDES ALL SERVICES, LAl!IOA, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. . 1 ~ IRRIGATION SECTION 02441 1.3 SUl!IMITTALS UPON BEING AWARDED THE PPIOJECT, CONTRACTOPI SHALL SUBMIT A LIST OF SOIL AMENDMENTS, FERTILIZERS AND PLANT MATERIALS WITH QUANTITIES OF EACH WITHIN 15 DAYS FROM AWARD OF CONTRACT 1. 4 GUARANTl=ES AND REPLACEMENTS .1 SHRUBS, VINES, GROUNDCOVER AND HYDROSEED SHALL BE GUARANTEED TO REMAIN HEALTHY AND VIGOROUSLY GROWING FOR ONE GROWING SEASON OR NINETY (90) DAYS, WHICHEVER COMES FIRST .2 ALL TREES THAT HAVE BEE!N SUPPLIED AND INSTALLED UNDER THIS CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEAL THY CONDITION FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE OF PROJECT IF TREES ARE ALSO SUPPLIED BY THE OWNER, THE GUARANTEE SHALL APPLY AS STATED ABOVE. , 3 ALL PLANTS FOUND TO BE DEAD AND ALL PLANTS NOT IN A VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED WITHIN FOURTEEN (14) DAYS. 4 PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST TO OWNER 1.5 OBSERVATION 1. 6 .1 OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE l!IY THE ARCHITECT AND/OR CITY INSPECTOR THE CONTRACTOR SHALL REQUEST OBSERVATION IN WRITING, IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED . 2 OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: A. PRE-CONSTRUCTION MEETING B. INCORPORATION OF SOIL CONDITIONERS AND FERTILIZE PIS INTO THE SOIL C. UPON THE COMPLETION OF GRADING l'RIOR TO PLANTING, D. APPROVAL OF PLANT MATERIALS. E WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FOR PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED F. ORIENTING SPECIFIED TREES. G. VERIFICATION OF FINISH GRADES H. APPLICATION OF PRE-EMERGENT HEP!l'IICIOE I PRE-MAINTENANCE OBSERVATION. J WHEN PLANTING, AND ALL OTHER INDICATl!D OFI SPECIFIED WORK. EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD THIS IS NOT A FINAL OBSERVATION OR ACCEPTANCE. AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES II,! THE CONTRACT DOCUMENTS FOR THIS PROJECT K. .FINAL OBSERVATION TO BE HELD AT THE COMPLETION OF THE MAINTENANCE PERIOD THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE ONE-YEAR GUARANTEE OF ALL TREES . 3 ACCEPTANCE UPON COMPLETION OF THE FINAL OBSERVATION AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING, (1) WHETHER THE WORK IS ACCEPTABLE: AND (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. • 4 THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH OBSERVATION. MAINTENANCE· • 1 THE: MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE AND IRRIGATION WORK ON THIS PROJECT IS COMPLETED, CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM THE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND SHALL CONTINUE THEREAFTER FOR NO LESS THAN 90 CALl=NDAR DAYS 2 THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING TH! PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. 3 .4 .5 REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED PLANTS AND LAWNS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION ANO IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, FERTILIZING, RE-STAKING. PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING. CLEANING-UP AND ANY OTHER NECESSARY OPERATION OF MAINTENANCE. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS. AND ALL OTHER UNDESIRED VEGETATIVE GROWTH AND DEBRIS. ALL PLANTS FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY WITHIN 3 DAYS FERTILIZER (COMMERCIAL): 7-9-4 WITH CHELATED MINE:RALS SHALL BE APPLIEO AT THE RATE OF 12 POUNDS PER 1,000 SQUARE FEET 3 0 DAYS AFTER THE BEGINNING OF THE MAINTENANCE PERICO, AND EVERY 30 DAYS THEREAFTER, FOR THE DURATION OF THE CONTRACT MAINTENANCE PERIOD RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REOUCE APPLICATION RATE THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOO WILL BE EXTENDED, WHEN IN THE OPINION OF THE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTABLJSHED NON COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THI! SCHEDULED MAINTENANCE PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT N 0 CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE. ------------------- 1 7 1, 8 1 9 . 8 THIE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS DAMAGED AREAS SHALL BE REPAIRE'O IMMEDIATELY AT THE CONTRACTOR'S EXPENSE LAYOUT OF WORK. THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO LAY OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH CIVIL ENGINEER DRAWINGS. GE'NERAL REQUIREMENTS· 1 THE TERM ''PLANTING AREA" SHALL MEAN ALL AREAS TO El E PLANTE:D WITH TREES, SHRUBS AND GROUNDCOVERS 2 ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHEl'l AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE • 3 ALL ROCKS 1" OR LARGER, AND OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT, SHALL BE RE'MOVE'D FROM THE' HITE UNLESS SPECIFICALLY EXEMPTED IN WRITING 4 PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, NOTIFY THE ARCHITECT WHO SHALL ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED . 5 GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED , 6 ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VE:RIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS . 7 QUANTITIES FOR PLANT MATEl'llALS ARE SHOWN FOR CONVENIENCE ONLY, AND ARE NOT GUARANTEED CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS . 8 ADEQUATELY STAKE, BARRICADE. AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE SOIL AMENDING AND GRACING OPERATIONS 9 .SP.ECIMEN TREE SEJ.ECTION; .HI A ONE SAMPLE OF EACH TREE VAAIETY AND Slll!, CALLl!D OUT ON DRAWINGS 15-GALLON AND LARGER SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. B THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED C. THE CONTRACTOPI AT HIS OPTION AND AT HIS EXPENSle CAN RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES 24" BOX SIZE AND LARGER TAGGED AT THI! NURSERY AND/OR AT THEIR PLACE OF GROWTH, OR AS OTHERWISE SPECIFIED ON DRAWINGS l'IEJECTIQl'j_...A_l',j_D SUBSTITUTION A. ALL PLANTS NOT CONFOAMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFE:CTIVE, AND SUCH PLANTS, WHETHER IN PLACE' OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS THE PLANT MATERIALS SHALL MEE;T ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE OF THE SPECIES, VARIETY, SIZE, AG!:, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY. OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS. EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT . 11 l,ITIL!TIES A. ALL UTILITIES (WATl!FI AND ELECTRICITY) USED DURING THE INSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR BY THE OWNER DURING THE MAINTENANCE PERIOD, THE OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE UTILITIES. INVOICING OF PLANT MATERIALS AND SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE TEST 1 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THI! .2 .3 PRE•MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA OF EACH OPERATION IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED RANDOM SOIL SAMPLES OF SUFFICIENT QUANTITY TO BE REPRESENTATIVE OF THE ENTIRE SITE SHALL BE TAKEN BY THE CONTRACTOR PRIOR TO BEGINNING WORK THE ARCHITECT, IN THE PRESENCE OF THE CONTRACTOR. SHALL INDICATE ON THE PLANTING PLAN WHERE SOIL SAMPLES SHALL BE TAKEN. CONTRACTOR SHALL SUBMIT SAMPLES TO A LICENSED SOILS TESTING LABORATORY, APPROVED BY THE CITY INSPECTOR. SOIL TEST SHALL CONSIST OF SOIL FERTILITY AND AGRICULTURAL SUITABll-lTY CONFORMING TO THE METHODS OF THE UNIVERSITY OF CALIFORNIA EXPERIMENTAL STATION AND USDA, ALONG WITH RECOMMENDATION FOR CORRl:'CTING ANY DEFICIENCY IN THE SOIL. I . 4 A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRAC 1 FOR SUBMITTAL TO A TESTING LABORATORY AFTER SOIL AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN av THE ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR COMPARISON TO A CONTROL MIX COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. . 5 AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES WILL BE TAKEN BY ARCHITECT AND SUBMITTED TO THE SOIL LABOl'lATORY FOR TESTING OF ECE AND PH, COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THl!: CONTRACTOR. PART 2 -PRODUCTS 2. 1 SOIL AMENDMENT AND FERTILIZER: 1 SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC FRACTIONS TO SUPPLY Sl:'VERAL DE;GRE;ES OF BREAKDOWN RATE WHICH LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INOR• GANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN, PH OF 5. 5 TO 6.5, SALINITY OF 3 0, ORGANIC MATTER (DRY WEIGHT BASIS) MORE THAN 90%, NON•IONIC WETTING AGENT AND TOTAL NITROGEN CONTeNT OF 0.5%. (LOAMEX, WIL-GRO, LIFE FOREST HUMUS) 2 GYPSUM SHALL BE A COMME!l'lCIALLY PROCESSED AND PACKAGED GYPSUM (CASO 2H20) WITH MINIMUM 80% GRADE CONTAINING 14% COMBINED SULFUR . 3 IRON SULFATE (EXPRESSED AS METALLIC) 19% OF QUALITY APPROVED BY ARCHITECT. , 4 SULPHUR (SOIL) (ELEMENTAL) 99% OF QUALITY APPROVeO BY ARCHITECT . 5 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCEN- TAGES BY WEIGHT OF PLANT FOOD, NITROGEN PHOSPHORIC ACID POTASH 1.0% 1 0.0% 10.0% MINIMUM MINIMUM MINIMUM • S FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED 7 RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE- FLOWING, SUITABLE FOR APPLICATION WITH Af'PROVED EQUIP- MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD· NITROGEN PHOSF>HORIC ACID POTASH 21.0% 0.0% 0 0% MINIMUM MINIMUM MINIMUM FERTILIZER (COMMERCIAL} SHALL BE LONG•LASTING CONTROLLED "RELEASE PLASTIC-COATED, UNIFORM lN COMPOSITION, FREE- FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP- MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD NITROGEN PHOSPHORIC ACID POTASH 16.0% 20.0% 0.0% MINIMUM MINIMUM MINIMUM . 8 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS WITH CHELATED MINERALS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD, NITROGEN PHOSPHORIC ACID POTASH 7 0% 9.0% 4.0% MINIMUM MINIMUM MINIMUM .9 PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD NITROGEN PHOSPHORIC ACID POTASH 20.0% 10.0% 5.0% MINIMUM MINIMUM MINIMUM 1 0 SOIL ENHANCER SHALL BE SARVON. 2. 2 PLANTING BACKFILL: PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF EXISTING SITE SOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE SOIL CONDITIONER SITE SOIL IRON SULFATE GYPSUM 113 CU. YD 2/3 CU. YD 1 LBJPER CU. YD. OF MIX 1 O LBS /PER CU. YD. OF MIX BACKFILL MIXTURE IS FOR BIDDING PURPOSE!S ONLY. SOIL TEST MAY REOUCE OR INCREASE QUANTITIES. 2 3 STAKING MATERIALS. 2.4 $TAKES SHALL BE OF LODGE POLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH. GUYING MATERIALS: . 1 GUY WIRES SHALL BE OF PLIABLE, ZINC-COATED STEE!L OF NO 1 2 GAUGE . 2 ANCHORS (DEADMEN) FOR HOLDING GUY WIRES SHALL BE 4 INCHES X 4 INCHES OF SOLID LUMBER, 1' -6" IN LENGTH. , 3 HOSE FOR COVERING WIRE SHALL BE OF 2-PLY REINFORCED RUBBER, USE!D OR NEW, GARDEN HOSE TYPE OF AT LEAST 1/2 INCH IN DIAMETER • 4 FLAGS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL TUBING, 118 INCH IN DIAMETER AND FOUR FEET LONG, OF UNIFORM THICKNESS. . 5 TREE TIES SHALL BE BORDON CINCH-TIE OR APPROVED EQUAL. 2 5 PLANT MATERIALS: . 1 NOMENCLATURE: THI= BOTANICAL AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN "AN ANNOTATED CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA, OREGON, AND WASHINGTON", PUBLICATION NO 4091, PRINTED 1979 AND "AN ANNOTATED CHECKLIST OF ORNAMENTAL PLANS OF COASTAL SOUTHERN CALIFORNIA", PUBLICATION NO 3276, PRINTED 1982, BOTH PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, DIVISION OF AGRICULTURAL SCIENCES SEE LIST OF PLANT MATERIAL ON DRAWINGS • 2 QUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG STOCK THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS, INSECT EGGS, AND MEET OR EXCEED THE MEASUREME;NTS SPECIFIED PINTO TAGS MUST BE SUBMITTED TO THE ARCHITECT . . 3 CONTAINER STOCK (1•GALLON, 5-GALLON, 15-GALLON, AND BOX SIZES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS NO CONTAINED PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED 4 PRUNING SHALL NOT BE DONE, PRIOR TO DE:LIVEIRY, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHITECT. 5 INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHERE NECESSARY CONTRACT()R SHALL HAVE SECUREO PERMITS OR CERTIFICATES PRIOR TCI DELIVERY OF PLANTS TO SITE. 6 PLANTS SHALL BE SUBJECT TO INSPECTION, AND• APPROVAL OR REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONIDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY 7 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT TIHAT IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUJVALl:NT SIZE, VARIETY AND COST. ALL SUBSTITUTIONS SHALL BE AP?ROVED BY THE CITY INSPECTOR AND AFIE SUBJECT TO ARCHITECT'S WRITTEN APPROVAL. . 8 QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLE:TE WORK SHOWN ON DRAWINGS • 9 THE ARCHITECT RESERVES THE RIGHT TO INSPECT HOOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE 1 0 IDENTIFY PLANT SPECIES OR VARIETIES CORRECTI_Y ON LEGIBLE, WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT. THERE SHALL BE A MINIMUM OF ONE LABELED PL~.NT FOR 1:ACH 5 PLANTS IN A LOT, .11 HYDRO-SEED MIX ANO MATERIALS SHALL BE CALLED OUT ON DRAWINGS , 12 GROUNOCOVER PLANTS SHALL BE HEALTHY, VIGOROUS ROOTED CUTTING GROWN IN FLATS UNTIL TRANSPLANTING. .1 3 PRE-EMERGENT HERBICIDE SHALL BE SURFLAN, TRE:FLAN, DYMID OR EQUAL .1 4 WEED ERADICATION SPRAY WILL BE ROUNDUP. 2. 6 BARK MULCH . 1 BARK MULCH SHALL BE FIRBARK CHIPS OR EQUAL, 1 "•3" INTERLOCKING PIECES. 2 PACKAGE IN BAGS OR BALES, UNLESS APPROVED OTHERWISE BY LANDSCAPE ARCHITECT. . 3 CITY MUST RECEIVE AND APPROVE A SAMPLE PRIOR TO DELIVERY OF MULCH TO SITE. PART 3 -EXECUTIQN 3, 1 SITE PREPARATION AND WEED ABATEMENT: 3.2 1 GRUB AND CLEAN PLANTING AREA, FIEMOVING DE:BRIS AND ROCK AND ERADICATING WEEDS , 2 WEED ERADICATION SHALL BE DONE TEN (10) IDAVS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. .::, r,.,,,.,",., i-,,•,r:> ,1r".,,-..,, --,,A,_1, v, ,,At11 . .ITT"fv r.·1,1 1 f'I . .AH"rll•itf Af'l'A. WEED ABATEMENT .1 UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER DEBRIS, ROCKS ANO E:XISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA, APPLY 200 POUNDS OF COMMERCIAL FERTILIZER 21-0-0 PER ACRE 2 WATER ALL AREAS EVERY DAY FOR TWENTY-ONE (21)_ CONSECUTIIIE DAYS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE WATERING FOR THREE (3) DAYS AND SPRAY NON-SELECTIVE HERBICIDE "ROUNDUP" TO ERADICATE THE GERMINATED WEEDS. TRANSLOCATION OR APPROVED PERIOD SHOULD Bl; 7-10 DAYS. HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA. ''A.S BUILT 11 APPROVED FOR PLANTING AND IRRIGATION ONL y I INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA _____ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE 1------+----+------~-+-----+--l-------+-----------,j I sHI ~ET I CITY OF CARLSBAD ~o ~== l::::'...:======P:::LA:::N:::N:::l N=G=D=E=P:::AR::T::::M:::EN::::T======~Ll£_j::::::==~ PLANTING SPECIFICATIONS FOR: - - Landso-.p11 Arohlt~c:rl;.u.rei • Pla.nn.tna; La Jolls Centre II 926e Towna Centr-e Drive, Suite 340 Sa.n Diego, CA Q2121-3002 619 550 1575 • F1;:1x 6o0 1580 DAH: INITIAL ENG 1 NtER OF WORK REVISION DESCR[PTJON DATE IN I Tl AL DATE INITIAL OTHER APPROVAL CITY APPROVAL APPROVED ASSlSTANT OWN BY: CHKD BY: RVWD BY; RANCHO CARRILLO VILLAGES 'L & M' --$~/J :,.. ~9£ PLANNl'f.JG DlRECTOR DATE l'RDJECT NO. DRAWING NO, CT 93-04 360-7L 3.3 3.4 . 3 RAKE AND HAUL OFF ALL DEAD WEEDS TO 1/2 INCH BELOW THE SURFACE OF THE SOIL. . 4 IF PERENNIAL WEEDS OR GRASSES S'l'ILL EXIST, PIE•WATEPI EVEPIY DAY FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW GROWTH APPEARS. RE-APPLY A NON-SELECTIVE HERBICIDE. REMOVE WEEDS AFTER HERBICIDE HAS HAD A SUFFICIEN'I' TIME TO KILL. SOIL CONDITIONING, FERTILIZING AND ROTOTILLING, . 1 .2 -3 FOR AREAS LESS STEEP THAN 2:1: AFTER THE AREAS HAVE BEEN DEEP-RIPPED, THIE FOLLOWING RATES OF SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL 8 E THOROUGHLY SCARIFIED TD AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMUM OF TWO ALTERNA'l'ING PASSES, AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL. THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF SOIL CONDITIONERS/AMENDMENTS SHALL SE ACCEPTABLE TO THE ARCHITECT. A. SOIL CONDITIONER SOIL SULPHUR IRON SULFATE GYPSUM 5 CU. YD. PER 1,000 SQ. FT. 10 LBS. PER 1,000 SQ. FT. i!O LBS. PER 1,000 SQ. FT. 250 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION IS FOPI BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B. FERTILIZER (COMMERCIAL), 6-20-20 SHALL BE APPLIED AT THE RATE OF 40 POUNDS PER 1,000 SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE, FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION. C. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDl=O BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE ARl=AS SHALL BE COVERED. D. CITY INSPECTOR MUST APPROVE SOIL Tl=ST AGENCY AND SOIL TEST RECOMMENDATIONS PRIOR TO THE DELIVERY OF AMENDMENTS. FOR AREAS 2:1 AND STEEPER: AFTER THE AREAS HAVE BEEN ERADICATED OF WEEDS AND FINISHED GRADl:D, THE FOLLOWING RATES OF SOIL CONDITIONING MATERIALS SHALL BE E:VENLY SPREAD OVER ALL PLANTING AREAS. NO SCARIFYING OR ROTOTILLING SHALL BE REQUIRED. A. GYPSUM SOIL SULPHUR IRON SULFATE 250 LBS. PER 1,000 SQ. FT. 10 LBS. PER 1,000 SQ. FT. 20 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. l!I. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,008 SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. C. CITY INSPECTOR MUST APPROVE SOIL TEST AGENCY AND SOIL TEST RECOMMENDATIONS PRIOR TO THE DELIVERY OF AMENDMENTS. DEEP WATER LEACHING: A. AFTER COMPLETE INSTALLATION AND TESTING OF THE IRRIGATION SYSTEM AND APPLICATION OF SOIL CONDITIONING, ALL AREAS SHALL BE DEEP WATER LEACHED AND COMPACTED AND SETTLED BY CONTINUOUS APPLICATION o F IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED A MINIMUM OF SIX INCHES OF WATER, IB. AFTER GRADING ANO LEACHING OPERATION, FOUR SOIL SAMPLES SHALL BE TAKEN BY ARCHITECT ANO SUBMITTED TO SOIL LABORATORY FOR TESTING. SOIL TEST SHALL MEET THE FOLLOWING REQUIREMENTS: ECE PH MAXIMUM 3.0 X 10.3 MAXIMUM 7,5 A Pl=RCENT OF ORGANIC MATTEPI SOl,L TEST AFTl!PI LEACHING MAY BE REQUIRED BY ARCHITECT. C. RE-APPLICATION OF SOIL AMENDMENT AND LEACHING OPERATION SHALL BE REPEATED BY CONTRACTOR IF TESTS SHOW A NEGATIVE RESULT. EXPENSE OF TEST. RE- APPLICATION OF A SOIL AMENDMENT AND LEACHING OPERATION SHALL BE BORNE BY CONTRACTOR. D. DEE:P WATER LEACHING SHALL BE DONE PRIOR TO THE APPLICATION OF THE COMMERCIAL FERTILIZER 6-20-20. E. NO PLANTING SHALL BE INSTALLED UNTIL APPROVAL HAS BEEN GIVl=N BY 'l'HE ARCHITECT IN WRITING. F. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR $LUFFING OF SOILS. G. ALL DEPRESSIONS, VOIDS, EROSION SCARS, AND SETTLED TRENCHES GENl:RATED BY THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED TOPSOIL AND BROUGHT TO FINISH GRADE. FINISH GRADING: , 1 FINISH GRADES SHALL 81! AS INDICATl!D ON CIVIL l!NCIINEER'S AND LANDSCAPE DRAWINGS. . 2 .4 . 5 .6 .7 .B FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER• COMPACTED AND SETTLED SURFACE GRADES AND SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL ENGINEERS DRAWING. UNLESS OTHERWISE NOTED, FINISH GRADE SHALL BE 2" BELOW ADJACENT FINISH PAVING SURFACES IN GAOUNDCOVER AREAS AND 1" BELOW IN LAWN AREAS. FINISH GRADES SHALL 81! MEASURED AT THE TOP SURFACE OF SURFACE MATloRIALS. MOLDING AND ROUNDINQ OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE. ALL UNDULATIONS AN,D IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING, AND ALL OTHER OPERA1'I0NS, SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. THE CONTRACTOR SHALL TAKI: EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING GRADING AND CONDITIONING OPERATIONS. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, ANO TOWARD ROADWAYS, DRAINS, AND CATCH BASINS. FINAL GRADES SHALL BE ACCEPTABLE TO THE ARCHITECT l!IEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN, 3.5 • 9 PLANTING SURFACES SH,l,LL 81! GFIADED WITH NO LESS TH,t,N TWO (2) PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. PLANTING; • 1 THE LAYOUT OF LOCATIONS FOP! l"LANTS AND OUTLINES OF GROUNDCOVER TO BE PLANTED SHALL BE APPROVED ON THE SITE BY THE ARCHITECT, PRIOR TO THEIR PLANTING. • 2 .3 ALL SUCH LOCATIONS SHALL BE CHECKED FOl'I POSSIBLE INTl=RFERENCE WITH EXISTING UNDERGROUND PIPING, PRIOR TO EXCAVATION OF HOLES. IF UNDERGROUND CONSTRUCTION OR UTILITY LINES ARI: ENCOUNTERED IN THE EXCAVATION OF PLANTING ARl:AS, OTHER LOCATIONS FOR THE PLANTING MAY BE SELECTED BY THE ARCHITECT. DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ~NTING TREES, SHRUBS. AND VINES; A. ALL EXCAVATl!D HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES ANO SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. HOLES SHAll BE, IN ALL CASES, LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. 8. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS, ANO BEDS. C, EXCESS SOIL GENERATED FROM THE PLANTING HOLES SHALL BE SPREAD ON THE SITE AS DIRECTED BY THE ARCHITEC'I', D. PLANTS IN CONTAINERS SHALL HAVE THE CANS OPENED BY CUTTING VERTICALLY ON OPPOSl'TI= SIDES OF EACH CAN WITH NURSERY CAN OPENERS, TIN SNIPS, OR OTHER APPROVED INSTRUMENTS FOR THIS PURPOSE. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREA OR FROM THE SITE DAILY, E. F. G. H. I. J. K. L. M. N. 0. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE HERETOFORE SPECIFIED CONDITIONER AND SOIL PLAN'l'ING BACKFILL. NO PLANT EXCEPT GROUNDCOVER SHALL BE PLANTED WITHIN THREE (3) FEET OF SPRINKLER HEADS. NO TREE SHALL BE PLANTED WITHIN SIX (6) FEET OF SPRINKLER HEADS. THE PLANTS SHALL BE PLACED IN THE PLANTING PITS ON UNDISTURBED GRADE, SO THAT THE CROWNS OF THE ROOT BALLS ARE 1" ABOVE SURROUNDING FINISH GRAD!:. AFTER SETTING THE PLANTS, THE REMAINING BACKFILL MATERIAL SHALL BE CAREFULLY TAMPED AND SETTLED AROUND EACH ROOT BALL 1'0 FILL ALL VOIDS. EACH TREE AND SHRUB SHALL Bl= PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED FROM AROUND EACH ROOT BALL. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLi=, LOCATED AS PER MANUFACTURER'S SPECIFICATIONS, AT THE FOLLOWING RATES: (1)-5 GRAM TABLET PER LINER AND FLAT SIZE PLANT. (1)-21 GRAM TABLET PER 1-GALLON CONTAINER. (3)-21 GRAM TABLETS PER 5-GALLON CONTAINER. (5)·21 GRAM TABLETS PER 15-GALLON CONTAINER. (1)-21 GRAM TABLET PER EACH 3" OF BOX SIZE. NO PLANT WILL BE ACCEPTED IF THE ROOT BALL IS l!IROKEN OR CRACKED, EITHER BEFORE, DURING OR AFTl:R THE PROCESS OF INSTALLATION. ALL PLANTS SHALL BE THOROUGHLY WATERED IN TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATl=LY AFTER PLAN'l'ING. ALL TREES SPECIFIED TO BE STAKED SHALL BE STAKED WITH TWO LODGI= POLE STAKES, DRIVEN INTO THE GROUND ON THE SIDES OF THE 'l'REE PERPENDICULAR TO THE PREVAILING WINDS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THI= STAKE DOES NOT DAMAGE THE TREE ROOTS OR ROOT BALL. TREE TIES SHALL BE FASTENED TO EACH TREE AND STAKE BY LOOPING FIGURE B'S WITH THE INSIDE DIAMl=TER OF THE TIE AT 2 OR 3 TIMES THE DIAMETER OF THE TRE;E; AND BY TACKING THE BACK OF THE TIE TO THE STAKE. (SEE DETAILED DRAWINGS.) ALL TREES SPECIFIED TO Bl= GUYED SHALL BE GUYED AS DETAILED. THE STAKING AND GUYING SHALL !IE ACCOMPLISHED IN SUCH A MANNER AS TO INSURE THE PROPER AND HEALTHY GROWTH AND SAFETY OF THE PLANTS, PROPERTY, AND THE PUBLIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS, AND VINES, PRUNING AFTER PLANTING SHALL BE REOUIRl:D ON ALL TRl=ES, SHRUBS, AND VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING M.AY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE ARCHITECT, CUTS OVER 3/4 INCH IN DIAMETER SHALL BE PAINTED WITH APPROVED TREE SEALANT. P. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED AND PLANTED WITH A CRANE . Q, ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED IN PLACE PRIOR TO THE DIGGING OF THE HOLE. PLANTING GROUNDCO'lf;.M.: A. GROUNDCOVl=RS SHALL BE PLANTED IN THI! AFll!AS INDICATED ON THE DRAWINGS. THE GROUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS Gl'IOWN IN FLATS, ANO SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING, l!I. ALL GROUNDCOVER PLANTS SHALL BE PLANTED WITH SOIL AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLED OUT ON THE DRAWINGS. C, THE GROUNDCOVER PLANTS SHALL BE PLANTED SUFFI- CIENTLY DEEP TO COVER ALL ROOTS ANO A PLANTING TABLET SHALL BE PLACED IN EACH PLANTING HOLE, AS PER MANUFACTURER'S SPECIFICATIONS, AND SHALL BE IMMEDI- ATELY SPRINKLED AFTl=R PLANTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL THE HOLES. #97-042 3,8 3.7 .e D. E. F. THE CIROUNDCOVER PLANTING AREA SHALL BE HAND· SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE . GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN PLANT STEM WHERE SHRUBS AND TREES ARE PLANTED. ADD 3 INCHES OF BARK MULCH IN ALL NON-TURF AREAS LESS STEEP THAN 3:1. HYDRO-SEEDING GROUND(<OY.EB.S.; A. HYDRO-SEED SHALL BE APPLIED IN THE AREAS INDICATED ON THE DRAWINGS AND AS CALLED FOR PER MIX. B. HYDRO-SEEDING EQUIPMl=NT: HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF FERTILIZER, SEED, AND SLURRY OF PREPARED WOOD PULP OR FIBER SHALL BE OF THE "SUPER HYROSEEDER" TYPE AS APPROVED BY THE ARCHITECT. THIS EQUIPMENT SHALL HAVE A BUILT-IN AGITATION SYSTEM WITH AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMOGENEOUSLY MIX A SLURRY CONTAINING 1,200 POUNDS OF MULCH AND SEED. THE SLURRY DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND SHALL PROVIDE EVEN DISTRIBUTION OF THE SLURRY. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 1 350 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT WHICH WILL PACE THE SLURRY TANK AND SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THI= AREAS TO BE SPRAYED SO AS TO PROVIDE UNIFORM DISTRIBUTION WITHOUT WASTE. C. APPLICATION METHOD: USING THE WOOD PULP AS A GUIDE, THE EQUIPMENT OPERATOR SHALL SPRY THE SOIL WITH A UNIFORM VISIBLE COAT OF SLURRY. THE SLURRY SHALL BE APPLIED IN A SWEEPING MOTION, IN AN ARCHED STREAM, SO AS TO FALL LIKE RAIN ALLOWING THE WOOD FIBERS TO BUILD UPON EACH OTHER, UNTIL A COMPLETE, EVEN COVERAGE COAT IS ACHIEVED. D. HYROO-SEEDED AREAS SHALL BE KEPT MOIST AT ALL TIMES 20-24 DAYS PLANTING OR UNTIL THE NEW GROWTH OF TH I= PLANTS IS SUFFICIENTLY WELL ESTABLISHED AS PER ARCHITECT'S APPROVAL. E. HYDRO-SEEDED AREAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC AND OTHER USE IMMEDIATELY AFTER HYDRO" SEEDING IS COMPLETED BY PLACING WARNING SIGNS AND TEMPORARY TWINE AND FLAGGING AROUND THE AREAS, F, RE-HYRDO-SEl=DING OF BARE AREAS SHALL BE DONE THIRTY (30) DAYS APTER INITIAL APPLICATION. HERBICIDE APPLICATION: PRE-EMEROENT HERBICIOE SHALL BE APPLIED TO GROUNDCOVER AREAS ONLY. AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO NOl APPLY IN LAWN OR HYDROSEED AREAS. ARCHITECT SHALL BE NOTIFIED AND PRESENT AT THE TIME OF THE APPLICATION. HERBICIDE APPLICATOR SHALi. BE LICENSED BY THE STATE OF CALIFORNIA. CLEAN UP: AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO PLANTINGS. \.A Lii.ti.dat!ape Aroh!.teot.ure • Plannin1 La Jolla Centre II ll:!55 Towne Ceintr11 l)riv11, Suite 340 S.ttn Dieao, CA B::lHli-3002 619.~riia.Hi"i"6 • F11.x 550.1580 DATE INITIAL ENG !NEER OF WORK REVISION DESCRIPTION ""'--·• ' \ • 11 AS BUILT 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA ______ EXP, ___ _ REVlo.WED BY: DATE IN IT I AL DATE INITIAL OTHER APPROVAL CITY APPROVAL INSPECTOR PLANTING SPECIFICATIONS FOR: RANCHO CARRILLO VILLAGES 'L & M' , APPROVED ,{;:;-; .,_/ // I J ~~ .-L /f_,,t,_ --. · A ASSJSTANr'"f'cANNj..l'IG '[)IRECTl i / , , OWN BY: .' L PROJECT NO, CHKD BY:~~ CT 93-04 RVWD BY: 0A1'E DATE SHEETS 20 DRAWING NO. 360-7L I C