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DWG 347-8L; CT 89-18; RANCHO VERDE UNITS 2&3; 01-39
SLOPE AND LANDSCAPE DOCUMENTS FOR: UNITS 2&3 THESE LANDSCAPE DOCUMENTS ADDRESS LANDSCAPE IMPROVEMENTS FOR PHASES 2 & 3 ONLY. LANDSCAPE IMPROVEMENTS FOR OTHER AREAS OF THE PROJECT SHALL BE UNDER SEPARATE LANDSCAPE IMPROVEMENT PLANS. SITE/ VICINITY MAP NO SCALE A. GENERAL NOTES 1. THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK CONSULTANT 1(619} '438-1181 EXT. <1221) 72 HOURS, (THREE WORKING DAYS). PRIOR TO STARTING CONSTRUCTION. 2. THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING P.S.I. AT J08 SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL BE MADE WITH THE APPROPRIATE WATER DISTRICT. 3. ALL REDUCED PRESSURE BACKFLOW PREVENTER$ SHALL BE TESTED AFTER INSTALLATION, RELOCATION, OR REPAIRS BY A CITY OF CARLSBAD APPROVED CERTIFIED TESTER. CALL 1(619) 438-2722 X 152] FOR A LIST OF CITY APPROVED CERTIFIED TESTERS. DEVELOPER/OWNER IS RESPONSIBLE FOR SUPPLYING A COPY OF THE TEST RESULTS TO THE CITY OF CARLSBAD, C.MWD1 . , (5950 EL CAMINO REAL, CARLSBAD). 4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING BUILDING PERMITS PRIOR TO COMMENCING WALL OR FENCE CONSTRUCTION, RESPECTIVELY. 5, IRRIGATION SYSTEMS FOR INDIVIDUAL LOTS SHALL HAVE POINTS OF CONNECTION FOR TIHE SYSTEM BETWEEN THE WATER METER AND WATER SERVICE RISER INTO BUILDING AND AHEAD OF ANY WATER REGULATION DEVICE INSTAULED FOR BUILDING. e. WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY OR PERMANENT, SHALL BE IN PLACE TO COINCIDE WITH PLANTING TIMING SPECIFIED IN SECTION V.A OF TIHE CITY OF CARLSBAD LANDSCAPE MANUAL. (SEE BELOW) 7, ALL EXISTING ON-SITE PAMPAS GRASS SHALL BE REMOVED 8. BRUSH CLEARANCE SHALL BE MAINTAINED ACCORDING TO THE SPECIFICATIONS CONTAINEO IN THE CITY OF CARLSBAD LANDSCAPE MANUAL. B. INSTALLATION 1. SLOPE REYEGETATION I EROSION CONTROL a. CONSTRUCTION SC HEDI ILE 1 . PRIOR TO START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY OF CARLSBAD APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. 2. SPECIAL CONSIDERATION SHALL BE GIVEN TO WATER AND ELECTRICAL SERVICES. 3. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. 4. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AT EACH LOCATION IS ACHIEVED. b. IRRIGATION INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. c. Pl ANTING PLANTING AND IRRIGATION FOR THE AREAS DESCRIBED ABOVE UNDER A.1-2 SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. 2. I ETTER OF CERTlflCAJION [INSTALLATION) THE LICENSED DESIGNER OF RECORD ON THE PROJECTS SHALL SUBMIT A LETTER TO THE CITY OF CARLSBAD CERTIFYING THAT THE PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. a. PRIOR TO GRANTING A PERMIT OF OCCUPANCY ON PRIVATE DEVELOPMENTS, OR b. PRIOR TO APPROVAL OF CITY OF CARLSBAD WORK DONE ON PUBLIC PROPERTY THAT WILL BE MAINTAINED BY CITY OF CARLSBAD FORCES AND PRIOR TO THE REQUIRED MAINTENANCE PERIOD AS DESCRIBED IN SECTION 8.3--1. C. MAINTENANCE 1. CONDITION OF LANDSCAPE PHASE 2 (UNIT 2) LOT t PHASE 3 [UNIT 3) ------------------~- ' '18: "17 ,j, I ' ' LOCATION MAP ALL PLANTING AREAS SHAUL BE MAINTAINED IN A HEAL THY AND THRIVING CONDITION. a. GI/I IIVAIION ANP WATERING .----. ---' ---' . . : I ' '. 1. ALL PLANTED AREAS SHALL BE MAINTAINED IN A RELATIVELY WEED-FREE CONDITION AND CLEAR OF UNDERGROWTH WHICH MAY CAUSE UNDUE FIRE HAZARDS. PLANTINGS MUST BE FERTILIZED AND WATERED AT SUCH INTERVALS AS ARE NECESSARY TO PROMOTE OPTIMUM GROWTH. 2. LANDSCAPE IRRIGATION SHALL BE APPLIED AT A RATE NOT EXCEEDING THE INFILTRATION RATE OF TIHE SOIL (MINIMIZING EROSION AND WATER WASTE) BUT SUFFICIENTLY TO ALLOW FOR HEAL THY PLANT GROWTH. b. REPLANTING ALL TREES, SHRUBS, GROUND COVERS AND OTHER PLANT MA fERIAL WHICH HAVE BEEN PLANTED AND WHICH, DUE TO ACCIDENT, DAMAGE, DISEASE, OR OTHER CAUSE, FAIL TO SHOW A HEAL THY GROWTH. SHALL BE REPLACED. REPLACEMENT PLANTS SHALL CONFORM TO ALL STANDARDS THAT GOVERN THE ORIGINAL PLANTING INSTALLATION. 2. CHANGES TO THE APPROVED LANDSCAPE THE AREAS COVERED BY THE APPROVED LANDSCAPE PLANS MUST BE MAINTAINED IN A MANNER IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE PLAN. #JY CHANGES TO THE APPROVED L#JDSCAPE AFTER INSTALLATION MUST BE APPROVED BY THE CITY OF CARLSBAD IN ADVANCE. 3. EIRE Sl/PPRESSION MANAGEMENT AREAS AREAS OF DEVELOPMENT THAT WERE APPROVED UNDER THE REQUIREMENTS OF SECTION II C & IV F OF THE CITY OF CARLSBAD LANDSCAPE MANUAL SHALL BE MAINTAINED BY THE RESPONSIBLE PRIVATE PARTY IN CONFORMANCE WITH THE APPROVED FIRE SUPPRESSION PLAN. PLANTS SHALL BE KEPT PRUNED TO THE VOLUME REQUIREMENTS SET FORTH IN SECTION IV,F AND VI.F OF THE CITY'S LANDSCAPE MANUAL, IRRIGATE AS REQUIRED BY THE MANUAL. D. RELEASE OF BONDS 1. LETTER Of GERJIFIQAJIQN /REI EASE OF BONDS) PRIOR TO RELEASE OF BONDS, THE LICENSED DESIGNER OF Rl"CORD ON THE PROJECT SHALL SUBMIT A LETTER TO THE CITY OF CARLSBAD CERTIFYING THAT HE OR SHE HAS INSPECTED THE WORK AND TIHAT THE PROJECT COMPLIES WITH THE FOULOWING CONDITIONS: B. HAS BEEN MAINTAINED IN SUBSTANTIAL CONFORMANCE TO THE APPROVED PLANS. b. IS GROWING IN A HEAL THY AND TIHRIVING CONDITION. c. ALL PLANTINGS REQUIRED UNDER SECTION IVE OF THIS MANUAL HAVE BEEN ESTABLISHED AS AN EFFECTIVE SURFACE EROSION CONTROL. d. THERE IS NO EVIDENCE OF EXCESSIVE RUNOFF FROM TIHE IRRIGATION SYSTEM CAUSING A SOIL EROSION PROBLEM. 2. PRIOR TO RELEASE OF BONDS. AS BUil T LANDSCAPE PLANS FOR THE BONDED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF CARLSBAD. E. AS BUILTS 1. AS BUILT PLANS FOR AREAS TO BE EVl"NTUALLY MAINTAINED BY CITY OF CARLSEIAD FORCES SHALL BE APPROVED BY THE PARKS AND RECREATION DIRECTOR. 2. AS-BUILT$ ARE REQUIRED TO BE SUBMITTED. SUBMITTAL OF AS-BUILT Pl.ANS SHALL BE AS REQUIRED BY TIHE ENGINEERING AND PLANNING DEPARTMENTS. 3. AS BUILT PLANS SHALL BE DRAt-TED CLEARLY TO THE SATISFACTION OF THE CITY OF CARLSBAD, AND TIHE ORIGINAL MYLARS, [OR PHOTO MYLARS), SHALL BE SUBMITTED TO THE CITY OF CARLSBAD FOR THEIR KEEPING. -,....-IRRIGATION [I PLANTING rWALLS 12. SHEET INDEX TITLE SHEET CMWD TITLE SHEET IRRIGATION NOTES & LEGEND IRRIGATION PLANS IRRIGATION DETAILS IRRIGATION SPECIFICATIONS PLANTING NOTES, LEGEND & DETAILS PLANTING PLANS PLANTING SPECIFICATIONS WAlL & FENCING PLANS' ,CONSTRUCTION NOTES.& DETAILS OWNER: CENTEX HOMES 5962 LA PLACE COURT, SUITE 250 CARLSBAO,CA.9200B (619) 431-1211 LANDSCAPE ARCHITECT: ADL PLANNING ASSOCIATES 5962 LA PLACE COURT, SUITE 205 CARLSBAD,CA.92008 (619) 931-8637 CIVIL ENGINEER: DUDEK & ASSOCIATES 605 THIRD STREET ENCINITAS CA. 92024 (619) 942-5147 SHEET# :· 1 2 3 4 C 12 13 -15 26-29 16 17 -25 29-30 31 -38 39 AS BUILT APPR~O: ,/ ~k~---~ I-Zfl'-97 DAlt EXP. ___ _ REVIEWED BY: INSPECTOR 1 DATE DATE 1---+--t-------------;----;---t---t----il~1PIICITY OF CARLSBADl1s$~sl ~:::::=.~==============:::::'....'.:::::::::'.~ L o n d P I O n n I r. g Londscope Architecture 5962 Lo Place Court. Suite 205 Carlsbad. CA. 92008 (619) 931-8637 FAX:(619) 931-2645 Dote ":> -~ • -, lP Job No. "l<.:;o2.0 Scale Drown By: A. I:'.-. DA TE INITIAL ENGINEER IF wall< REVISION DESCRIPTION TITLE SHEET FOR: THE RANCH RANCHO VERDE, UNITS 2 & 3 DA TE INITIAL DA TE INITIAL OTHER .'IPPROVAL CITY APPROVAL DWN BY: .I· PRO~CT NO. ~V: ~~~--CT-89-18·2 DRA'MNG NO. 347-SL 0-ENf:A.AI NOTES REQI AIMED WATER NOTES 1. 3, 4. 5. 6. 7, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICTS' "CARLSBAD RECLAMATION RULES & REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS", DATED oert>r.,,ef"-., J '11 '? DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECLAIMF.D WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE Rf:CLAIMED WAT~R ENCROACHMENT ON PUBLIC FACII.ITIES SUCH AS PICNIC TABUcS, BBQ'S PLAYGROUNDS SAND TOTLOTS ETC. NO PONDING, RUN-OFF OR OVER-SPRAY IS PERMITTED. HOSE BIBS ARE STRICTLY PROHIBITED. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT ~RIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. ·s. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00P.M. AND 6:00A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. 9. 10. 15. 16. 17. 18. *19. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. NON'°DESIGNATED USE AREAS SHALL 8-E PROTEGTED FROM CONTACT WITH RECLAIMED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF . PROTECTION WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPER/\TION, IS STniCTL Y PROHIEJITE:D. IRRIGATION HE/IDS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. R[CLA!MED WATEfl QUICK GOUl-'LING VALV[S SHALL B~ or A IYPE m-_SIGN[]) roR US[ ON RECLJ\IMEO WA1TH DI.STR,□UtlON SYSTEMS (SIJIK(S N{Yr INlTRCHANG[N)LE wm-~ PGTA~ll i--= WATER OLJICK COUPl,H·{ ~~l'l.f(FS) PEl7.! CITY or CN1L88AO 'v\','\ I H--1 I )I.STHICT'S RULES /\ND !i'l::CULt\'l ICNS. .. . • MFTr-rts s1-1A1,1 .. n[ s1zto tw T1H::. c1 rY OF CARL.SRA[) MuN1c1PAL w11·r1:.R ~rlllCJ. At.l IHHIQA'r!ON PIP!;; SHAl,L □E STENCILED WITH 'l"HI: WARNING "NON- POT.ci.fll,:~·• Oil ··m:Cl.l\lMi:::O WAn:R" Cpl.OR-CC)[)[:[') iPUF1f"U:) AND LAJO WL H W;iS(NJNG T.APF ANO STr.'.\JC:L OilE.:'.NTl::l) TOW/\HI) THr= TCP or THE . Trl[NCl·I f;f.::H TH!:, cr1 Y oi; (;/\HLS;J/\C MUNICl,"AL WATf~H l)l!HHIC"l"'S 1"1Ul[$ /\,',JD m:CUL/\TION.S, ALL POTABLE WATEA ANO Rt:CLAIMED WATEA PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOT AL OF 20 FEET. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILfTIES MUST BE MAINTAINED AT ALL TIMES. DEVELOPERICONffiACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: RECLAIMED WATER -QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON# 7645, HUNTER# HV100A·RL-NP OR APPROVED EQUAL. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISffilCT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH . . COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. •22. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. "23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS 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 CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRQNMENTAL HEAL TH AND CARLSBAD MUNICIPAL WATER Dl?"fRICT. IN CASE OF EMERGENCY CONTACT 12-ort e-f'-1;..rlT @ (619)431-1211 (FILL IN) (NAME) (TEL. NO.) ORAFTERHOURSCONTACT f'oH ~ @ (B19)431-1211 (FILL IN) (NAME) (TEL NO.) 24. SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON .IMPROVEMENT PLAN. "ITEM NUMBERS 8, 19 AND 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. ITEM NUMBER 22 THE SIGNAGE PLAN SHALL BE A PART OF THIS IMPROVEMENT PLAN, BUT THE SIGNAGE AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE Of RECLAIMED WATER. 25. ON RECLAIMED WATER SYST"aMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC) /:HALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECllON 4049.54 OF THE CALIFORNIA HEALTH AND SAFETY CODE. SIGNAGE NOIES 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 8·112" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. I. GUIDELINES FOR RECLAIMED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00P.M. AND 6:00A.M. ONLY. WATEAING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY Willi QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND 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., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3, ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE. POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS. UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST BE INFORMED THAT R.C. WATER IS MEANT FOR IRRI. PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND, TOOL WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER· DO NOT DRINK" IMPRINTED ON ONE SIDE AND "AVISQAGUA IMPI IRA-NO TOMAS" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR, USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1, ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP QB 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP QB 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. a. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS "RECLAIMED WATER HEADS". 11. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS: RECLAIMED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" 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 PBOCEDl!BfS 1. CITY CONSJBI JCTION INSPECTION SHAI I INCi I JDE· A. LOCATION OF PIPE LINES. · B. TRENCH DEPTH. C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY). D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION (POC'S) F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS, G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER (IF RECLAIMED 1\/ATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER AEGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM lHE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH PRIOR TO FINAL INSPECTION APPROVAL. Pl$TRICT FINAL INSPECTION $HAI I INCi IJDE A. COVERAGE TEST, AFTER COMPLETION OF lHE SPRINKLER SYSTEM, TO .DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. B. WARNING SIGNS AND LABELS C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS -INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS F. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. 3. ANNI JAi INSPECTION SHALL INCLUDE· A COMPLETE INSPECTION WHICH SHOULD COVER PARTS A, B AND G OF THE DISTRICT FINAL INSPECTION. THERANCH FUTURE RECLAIMED WATER SYSTEM (PRIVATE) PHASE1 (UNIT 1) WARNING RECLAIMED WATER DO NOT DRINK (SIZE) 12" X 36" AVISO-AGUA IMPURA NOTOMAR (SIZE) 18" X 18" .016 ALUMINUM, .060 PLASTIC OR STICK-ON VINYL SIGNS BLACK LOGO PURPLE BACKGROUND 1" BLACK LETTERS 36" N.T.S. WARNING RECLAIMED WATER DO NOT DRINK RECLAIMED WATER AVISO-AGUA IMPURA NOTOMAR .060 ABS PLASTIC OR STICK-ON VINYL SIGNS ALSO .016 ALUMINUM 1 '' BLACK LETTERS TYPICAL SIGNS 2" BLACK LETTERS Lorid Planning Londscope ArchltecYure 5962 La Place Court, Suite 205 Cc:rlsbod, CA. Q2008 ONCE RECLAIMED WATER BECOMES AVAILABLE, TEMPORARY CONNECTIONS BETWEEN POTABLE WATER MAINS AND RECLAIMED WATER MAINS MUST BE SEVERED. (619) 931-8637 FAX:(619) 931-2645 Dote !5-,_ -"11.,, Job No. "'fSO;Z.-0 THERE WILL BE NO RECLAIMED WATER ENCROACHMENT INTO PRIVATE LOTS. Scale Drawn By; A•-J!'.-.• SHEET INDEX SHEET# LEGEND TITLE SHEET -w-EXISTING POTABLE WATER SYSTEM --- 15 PROPOSED RECLAIMED WATER SYSTEM ( t/\N,M[,.ll'\le,. W,11N C,A.\_~ Af.;:;fi.P.YO ON.\...Y) LOCATION OF CONNECTION POINTS (METER AND BACKFLOW PREVENTION) CMWD TITLE SHEET IRRIGATION NOTES & LEGEND IRRIGATION PLANS IRRIGATION DETAILS IRRIGATION SPECIFICATIONS 1 2 3 4 ~ 12 13 -15 26 · 29 • --~ "DO NOT DRINK" SIGN LOCATIONS BALL VALVE AREA OF RECLAIMED WATER US"E: VICINITY MAP NOSC.AI..E I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PAOJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS .I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY OF ENVIRONMENTAL HEALTH IS CONFINED TO REVIEW AND DOES NOT RELIEVE ME, AS_ LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR THE PROJECT DESIGN. • • THESE PLANS 1-l!IVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CON;':EPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APP,'!OVAL RELATED TO LANDSCAPING. BY: ANTHONY D. LAWSON DATE: 9i16/96 Preparer APPROVAL OF THESE Pl.ANS FOR CONSTRUCTION OF A RECLAIMED WATEA SYSTEM, AS EVIDENCED BY THE SIGNATURES OF THE AUTHORIZED REPRESENTATIVES OF THE CITY OF CARLSBAD (CITY), THE CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND THE OLIVENHAIN MUNICIPAL WATER DISTRICT (OMWD) WITHIN THE BOUNDARIES OF "THE RANCH" SUBDIVISION (CT 89-18) AND THE ADJACENT PUBLIC RIGHT-OF-WAYS NECESSARY FOR THE CONSTRUCTION OF THE RECLAIMED WATER SYSTEM, SHALL NOT BE DEEMED TO BE A WAIVER, ACQUIESCENCE, CONSENT, ACCEPTANCE OF DECISION CONCERNING THE AUTHORITY OR RIGHT OF THE CITY, CMWD OR OMWD TO SERVE RECLAIMED WATER WITHIN THE BOUNDARIES OF "THE RANCH" , CITY, CMWD AND OMWD HAVE APPROVED THESE PLANS SOLELY FOR THE PURPOSE OF ALLOWING CENTEX HOMES TO PROCEED WITH THE RECORDATION OF THE FINAL MAPS FOR THE RANCH AND CONSEQUENTLY THE CONSTRUCTION OF THE RECLAIMED WATER SYSTEM. CITY OF CAALS 1/' BY Datil ~~E~~ ~,CIPAL : .. /,~]STRICT B ,-~ / ::;, CARLSBAD MUNICIPAL \JATER DISTRICT ~ 2 WIU M PLUMMER. OISTAICl ENCUNl:ER DA TE: FlC,E 28118 'SAN DIEGO CO. DEPARTMENT O,F ENVIRONMENTAL 1HEALTH vC'~ Jtl-(~~~ ~' ~ _:DA_T_D__:.--.:.._.:_ DLIVENHAIN MUNICIPAL WATER DISTRICT RECLOJMED WATER SYSTEM APPROVAL Approved by: BOYLE ENGINEERING CORPORATION District's Consulting Engineer a. tjz., <f1 st,oo,<f'(zO'f JOB NUMBER "AS BUil T" DATE RCE EXP. I REVlEWED BY: INSPECTOR DATE CITY OF CARLSBAD PLANNING DEPARTMENT . ~ REVISIONS MUST BE APPROVED BY PUBLIC HEALTH-ENGINEER, PLANNING DIRECTOR & RECLAIMED WATER SYSTEM FOR: DISTRICT ENGINEER PRIOR TO IMPLEMENTATION INFIELD. . DISTRICT APPROVED CHANGES CENTEX HOMES .THE RANCH DEVELOPERS NAME: NO. DESCRIPTION APPROVE DATE ADDRESS, 5962 LA Pl.ACE COURT RAN,.SHO VERDE, UNITS 2 & 3 SUITE250 CARLSBAD, CA, 92008 APPROVE~// ~,? 6191431 -1211 t·3'-'i,Z TELEPHONE• ASSISTANT PLANNINn'DIR~CTOA . / . .. DATE DA TE PLAN PREPARED• S/i/'-'/L,; ADL OWN BY: l ?ROJECT NO. DRA'MNG ND. ' BY 1 Cn;'.D BY: ' RV'Ml BY: CT-89-JS-2 347-BL C.M.W.D. 93~308 IRRIGATION NOTES: IRRIGATION LEGEND: 1. 3. ... 5. 7. 8. •- 10. 11. THIS IRRIGATION PLAN 18 DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE LOCATED OUTSIDE OF PUBLIC R.O.W. AND IN PLANTING AREAS ONLY, UNLESS NOTED OTHERWISE. REFER TO THE IRRIGATION LEGEND, DETAILS AND SPECIFCATIONS FOR EQUIPMENT AND INSTALLATION, ALL MAINLINE AND LATERAL LINES AND WIRING SHALL BE SLEEVED AS SPECIFIED IN THE IRRIGATION SPECIFICATIONS TWICE THE DIAMETER OF THE SLEEVED LINE WHERE IT PASSES UNDER VEHICLE PAVING IW/315" COVER). PRESSURE SUPPLY LINE, NON-PRESSURE LATERAL LINE AND WIRING UNDER PEDESTRIAN PAVING SHALL BE SLEEVED PER DETAIL 'Q'. THE IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS AND PROVIDE PRl!SSURE COMPENSATING SCREENS, NOZZLE AND HEAD ARCS NECESSARY TO PROVDE UNIFORM DISTRIBUTION AND TO KEEP SPRAY OFF OF BUILDINGS, WALKWAYS, WALLS, FENCES AND DRIVES. THE CONTRACTOR SHALL RETAIN AND PAY FOR ALL NECESSARY CERTIFICATIONS ANO PERMITS FOR ALL BACKFLOW PREVENTION DEVICES AND IRRIGATION WATER METERS REQUIRED. ALL UNSIZED ENO RUN LATERAL LINES SHALL BE 3/4" PIPE. ALL SHRUB IIISl!!RS LOCATED IN INDIVDUAL LOT OWNERSHIP ISYSTl!!M CONTROLLED IIY MANUAL OR ANTI-SIPHON VALVES SHALL NOT BE INSTALLED WITH PRESSURE COMPENSATING RISERS. THRUST BLOCKS SHALL BE INSTALLED ACCORDING TO DETAIL 'O' AND THE SIZING TABLE LOCATED IN THE IRRIGATION SPECIFCATIONS. INSTALL RAINBIRD 11!100NP COVERS ON ALL POP-UP SPRAY HEADS CONNECTED TO RECLAIMED WATER SYSTEMS. INSTALL HUNTER HC-IIOF-IIOM EXTERNAL CHECK VALVES IMMEDIATELY BELOW ALL SPRAYHEADS AND ROTORS THAT ARE 8 FEET OR MORE IN VERTICAL ELEVATION BELOW THE HIGHEST POINT OF THE IRRIGATION ZONE THAT THEY ARE CON- NECTED TO. POP-UP HEADS SHALL !IE. USED WITHIN 10' OF ANY PEDESTRIAN USE. STATIC WATER PRESSURE INFORMATION WAS OBTAINED FROM MARK Wl':8ER OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT. SYMBOL: MANUFACT: T RAINBIRD Y RAINBIRD ~ RAINBIRD ♦ RAINBIRD v' RAINBlllD V RAINBIHD ;, RAINBIRD · 7 RAINBIRD V RAfNBlflD .l RAINBIRD II RAINBIRD V RAINBIRD Y RAINBIRD v' RAINBIRD '17 RAJNBIRD V Rl'dNBIRD 'i" RAINBIRD V' RAINB/llD V RAINBIRD RAINBIRD w w HLINTf:R 0J HIJNTEll ei HUNTEll j H,UNTER e5 HUNTER ij HUNTER @ (~ w " " (F) IZIZI ~ (.;) ~ KING BROS. RAINBIRD CHAMPION CHAMPION GRISWOLD GRISWOLD NELSON NELSON Wll.KINS DATA INDUSTRIAL FEBCO HAYWOOD RAINMASTER APPROVED --- APPROVED APPROVED APPROVED APPROVED ----- APPROVED APPROVED ------APPROVED MODEL NUMBER: 1812-SAM-18F-SLA PCS-175 1812-SAM-18H-SLA PCS-060 1812-SAM-160-SLA PCS-060 18!2-SAM-16F-SLA 1812-SAM-16H-SLA 1812-SAM-160-SLA 1812-SAM-22F-SS 1812-SAM-22H-SS 1812-SAM-220-SS 1804-SAM-15SST 1804-S AM-15EST 1800-1&F-SL A-PA-80 PC S-175 1800" 16H-SLA-PA-80 PCS-060 1800-16Q-SLA-PA-80 PCS-060 1800-16F-SLA-PA-BO 1800-16H-SLA-PA-80 1800-HIQ-SLA-PA-80 1800-22F-SS-PA-80 1800-22H·SS-PA-80 1800-220-SS-PA-80 PGH-ARV-07 l'GS-ARV-07 PGS-3RV-07 PGH-ADV-09 PGS-ADV-09 PGS-36V-09 XXX-PEB-PRS-B 300RS 362 2230 2230 7643 7645 850 SRS IR220-P 825YA £72 DX 24-PS-XX-XX PVC CL315 PVC SCH40 PVC CL315 PVC SCH40 PVC Cl200 PVC CL200 DESCRIPTION: ARC P.9.1. RAD. G.P.M. DETAIL NUMBER: POP-UP SPRAY HEAD 380 25 10' 1.75 POP-UP SPRAY HEAD 180 25 10' 0.60 POP-UP SPRAY HEAD 90 25 10' 0.60 POP-UP SPRAY HEAD 360 25 13-15' 2.98 POP-UP SPRAY HEAD 180 25 13-15' 1.48 POP-UP SPRAY HEAD 90 25 13-15' 0,74 POP-UP SPRAY HEAD 360 25 16-18' 2.96 POP-UP SPRAY 1--'EAD 180 25 16-18' 1.48 POP-UP s1•RA Y ~:EAD 90 25 13-15' 0.74 POP-UP $PRAY HEAD 180 25 4X28' 1.11 POP-UP Sl•RAY HEAD 90 25 4X1,1' 1.01 SPRAY HEAD ON RISER 380 25 10' 1.76 SPRAY HEAD ON RISl:R 180 25 10' 0.00 SPRJ~ Y HE.AD ON RISER 90 25 10' o. (10 SPRJ\ Y HI: AD ON RISl.;R 380 25 13-15' 2.!96 SPR,\ Y HE" AD ON RISER 180 25 13-15' 1.48 l!PR,\ Y Hli AD ON RISER 90 25 13-16' 0,74 SPRAY HEAD ON RISER 360 25 16-18' 2.98 SPRJI, Y HE AD ON RISER 180 25 16-18' 1.48 !lPR,~ Y HE AD ON RISER 90 25 16-18' 0.74 POP-UP ROTOR ADJ 30 36-39' 4.2 ROTOI~ 0/11 RISEII ADJ 30 36-39' 4.2 ROTOll 0111 RISEfl 360 30 36-39' 4.2 POP-UP ROTOR ADJ 30 36-38' 4.2 ROTOR ON RISER ADJ 30 36-38' 4.2 ROTOR ON RISEFI 3130 30 36-38' ... 2 INLl~IE SWING CHEC1< VALVE (SAME SIZE AS PIPE) 1:LEC:TRIC CONTflOL VALVE MANUAL CONTROL VALVE ATMOSPHERIC VACUUM BREAKER MASTER VALVE FOR POTABLE WATER MASTER VALVE FOR RECLAIMED WATER C)UICK COUl'LING v,,LVE FOR POTABLE WATER 01 IICK COUFLINGi V"I.VE FOR RECLAIMED WATER l~,OLA TION BALL VAL VE ISAME AS PIPE) l'LOW SfllSOR BACKFLOW PREVENTION DEVICE llASl<ET STRAINl:R WATr1~ t.lETER ( SEE STREET IMPROVEMENT PLANS) 24 ~,TATION COIITROLLER I' ACIFIC CAL. PRESS l)RE SUPPLY LINE 2" AND LARGER l'OR REC~AIMED WATER A A A A A A A A A A A B B B B B El e El B C 0 D C D D E F G H H I I J K l M N O,P & Q I' ACIFIC CAL PRESSURE SUPPLY LINE 1 1/2" AND SMALLER P & 0 l'OR RECLAIMED WATER Pf\E!ISURf SUPPLY LINE 2" AND LARGER (POT. WATER) 0,P & Q PRESSURE SUPPLY LINE 1 1/2" AND SMALLER (POT. WATER) P,Q & R PACIFIC CAL NON-PRESSURE LATERAL LINE P & Q FOR RECLAIMED WATER NON-PRESSURE LATERAL LINE (POT. WATER) IRRIGATION SLEEVES ISEE GEN. IRRIGATION NOTES) IRRIGATION CONDUIT (SEE GEN. IRRGATION NOTES) ST A TION NUMBER GALLONS PER MINUTE PLANT MATERIAL TYPE VALVE SIZE GALLONS PER MINUTE VALVE SIZE P&Q Q a APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUiLT" • ____ EXP. ____ DATE REVIEWED BY: INSPECTOR DATE l---+--+-----------+--+---1---+---11 SH3EET I CITY OF CARLSBAD ~9 PLANNING DEPARTMENT L_2U :=;, F-:.:fl;:;:G>,..,.:;:;,o~M;::;::H;;OT;;;e.;;;,"~':;:H~''"''"-~-"~'";:' :::::::::=::::::::::::::::::::::::==:::....:===: LAND PLANNING LANDSCAPe: ARCHITe:CTURe: 11962 LA PLACE COURT, SUITE 205 CARLS8AD. CA. aiooa (111)1'1-BIJJ 6/7/96 J08 NO: 95020 1" ~ 40' J.D R 1----1----+-----------------+---+----+----+---i THE RANCH RAt)£fiO _VER.DE, UNITS ASSISTANT ·1 LANldlNG DIREC.TOR 1----1----+-----------------+-=--t-=~:-t--=--==---+=~ DWN BY; _____ 1 PROJECT NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY· 2 ENGINEERr:KWORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL RVWD BY:___ CTB 9 -1s- C.M.W.D. 93-308 ' 2 .& 3 DATE DRAWING NU. 347-BL j Cc;m<" L..L.e.ii "'ii"-~ · ·· fJ..OH ivlE--r~ -~ Wit.Te/"( VAL.Ve--... - F{p e.-c.i<.1i.oi,,l'-- ' ,,- ... ·1!Q.O _/]~~C,,~7L_,, SHR 30 SHR P.O.C. tt2 (RECLAIMED / CONNECT 3" TYPE 'K' COPPER PIPE TO THE'2" WATER METER AT THIS LOCATION AND E)l,fEN / TYPE 'K' COPPER PIPE TO THE BASK!;.! stRAIN R , LOCA.DIDI.. lNSTAU, ANQ' 'liWNNECT 11) 2" BAS-. KET STRAINER AND EXTEND 2 1/2" PRESSURIE PLY LINE TO THE MASTER VALVE LOCATION. IN STALL 11) 1 1/2" GRISWOLD 2230 MASTER VAL AND 111 1 1/2" DA TA INDUSTRIAL IR220P FLOW 11-il,,#--a!'.: .. ~• 111\-le-\+-:::----t .. 2• ~:_+..i;-----,t'::_i' 2· 56 57 l")AIN!.-INE. .ANt:> J,JI~--~D )t.;n ~ I · OF ~. 131!,u::>i-l VAi-~ A~P ~¢A1L.. / 1.-1~ 'F~ · HEJ'I~ ('t)1"1.:.,.._L"" , \ \ _; 1 I . ,,/ ' , •. '", \ 1 .L\ _L.V \ ' \ / ) i \. 59 53 SENSOR IN SEPARATE VALVE BOXES PER OETAI~· iif"}c:.;:::;,f'-s;,::L_:,_, AND EXTEND 2 1/2" l'Ye SCH40 .PURPLE PRESS ,,_ _____ SUPPLY LINE AS SHOWN. THE IRRIGATION SYSTEM FOR THIS P.O.C. IS IN- TENDED TO BE SERVICED BY RECLAIMED WATER AT SOME TIME IN THE FUTURE. PURPLE/ALERTLINE EQUIPMENT SHALL BE INSTALLED AND TEMPOR, ARILY CONNECTED TO A POTABLE WATER SER- VICE. SEE SHEET 3 FOR ADDITIONAL INFOR- MATION. ANTICPATED STATIC WATER PRESSURE AT THE POINT OF CONNECTION IS PSI AND THE IRRI- GATION SYSTEM HAS BEEN DESIGNED TO ACCO- MODATE A PEAK PLANT MATERIAL DEMAND OF 22 GPM'S. THE CONTRACTOR SHALL VERIFY THE ACTUAL STATIC WATER PRESSURE PRIOR TO ORDERING MATERIALS OR BEGINNING WORK. CONTROLLER 'G' INSTALL 11) ONE RAINM'ASTER DX 24-PS-DX-03-EV- SEN-RN CONTROLLER AT THIS LOCATION. 120 VOLT ELECTRICAL SERVICE IS WITHIN 25' OF THIS LOCATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL CONNECTIONS FROM THE ELECTRICAL SOURCE, MASTER VALVE, FLOW SENSOR AND ELECTRIC CONTROL VALVES TO THE CONTROLLER. ALii. WORK SHALL CONFORM TO LOCAL GOVERNING CODES AND REGULATIONS. THE FINAL LOCATION OF THE CONTROLLER SHALL BE APPROVED BY THE !LANDSCAPE ARCHITECT PRIOR TO INSTALLATIOIN. REFER TO SHEET 3 FOR IRRIGATION LEGEND. REFER TO SHEET 3 FOR IRRIGATION NOTES. REFER TO SHEETS 13, 14 & 15 FOR DETAILS. REFER TO SHEETS 26, 27, 28 & 29 FOR SPECS. 0 40 80 120 52 , ' ,,., 8 ,:., • 314• • :: \ ---.-. .,.", . ._ __ " --··•-•'' .. /4•~~--'! .... ., ... ,.,..,J ___ "-----..····:~'.. __ ---·- _;. ..•• .J.,,, .. ' .. / _..,,.,..,,,... ..--· ..--· •' :~ ---~----··· ·t· -- t--..✓----,,,-------=7' C'IH~N$10f;J~ "f'llet-'1. f'f:NCE_ ~ 'n:>1-~ ~ r....._..:_::_,,, · '[\ _!:o MA1N1.,.1~.-La:._ "'T16i-J l\'fil' TOE-or of-"l"L_ I'--_.-,.-·"\' (LDT:.,S'-f-'/~) ... ·· I ' ~ }\~ . -,,-'/,--•\\ /50 I 149 . lt-·-51 \11 ,·-•''\, / ,! 1 I 1 l \\ ' I I I i l ; I \ , LOCATE 2 SPARE WIRES AND 1 COMMON WIRE FROM CONTROLLER 'G' IN A 10" ROUND VALVE BOX AT THIS LOCATION FOR FUTURE USE. I I .· ,_, _ ............... --1·.'-, .. -~·--------,· ! _., ' 11 ; KEY MAP I \ \ I. I I \\ 68 flt -, / AOL PLANNING ASSOCIATES L A N D PLANNING LANDSCAPE ARCHITECTURE 5962 LA PLACE COURT, SUITE 205 CARLSBAD. CA. 92008 FU:(119)tll-!H5 6/7/96 95020 1'' = 40' J.D.R. 72 66 . ----·--··· . ··----·· - : I I I . i I ~ 1/ ii 72.. C.HANc;.ev ,-o C,OHMt>N HOA ~LPPE. P~ Cf.NTeX AT F:.V.R p:,1--11-J SLDF'E:.. Ml'\INLINE. 4 W•'R.1!6 LJ:>G-~ II' &,c::.K OF~ F'Ac.£.. (TYP1c..,,,1-") 73 PRIV A TE~HOME OWNER P.O.C. THE CONTRACTOR IS RESPONSIBLE FOR INTERIM PRESSURE SUPPLY LINE CONNECTIONS AND ROUT- ING TO PRIVATE LOT SLOPES. USE CARE AND {l"AUTION FOR ROUTING LOCATIONS AND CROSS- -----------' INGS OVER HARDSCAPE ELEMENTS. CONNECT 1 1/2" PVC SCH40 PRESSURE SUPPLY LINE IMMED- IATELY UPSTREAM FROM MANUAL CONTROL VALVES ON PRIVATE LOTS AND STUB OUT FOR FUTURE CONNECTION TO RESIDENTIAL METERS ITYPICALI . ·. ji ---... -~ .. ......,_;.'?; )'-_):. _____ ... ____ "~/ PRIVA TE}HOME · 1RRIG. SLEEVES PAOVlDE IRRIGATION SLEEVES FOR ALL IRRIGATION / ~--"~--!---'. PIPING THAT CROSSES FUTURE HOMEOWNER DRIVE- --~---~ ·• l;i . W/AYS. REFER TO GENERAL IRRIGATION NOTES . ...1:,,-- . I I I / I I • , . APPROVEO FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. . AS BUil T ~C~-~-•I REVIEWED BY: L~eY$ INSPECTOR DAlE [sHffi1 CITY. OF CARLSBAD l---+--+-----------------1---J.---1---L.....-..J l__±_j PL~NNING DEPARTMENT t----+--+------------------1----1----1---~---1 ~ ~ APPROVED: ASSISTANT f-:----11---+----------------.l---1--,..J.. __ ..J... _ __J OWN BY: __ _ DAlE INlllAL DATE INITIAL DAlE INITIAL CHKD BY: __ _ REVISION DESCRIPTION / OlHER APPROVAL CITY APPROVAL RVWD BY: ENGINEER OF WORK THE RANCH LlNITS 2 & 3 - PROJECT NO. CT89-18-2 DRAl'l1NG N . 347-8L C.M.W.D. 93-308 / f I ! I I i i i / I \ I ,/ / / \ / I ' \ ' ' i \ \ I I _j ,__ -- t j ; l ' LOTH FUTURE UNIT 4 / ---j;.L -~,-L, ' ' ' .. ./ .. ~-/ -· . .!}4.ft _,.----- I \ I I / \ ;~~"-, ' \ \ \ ' I i / / / . ! , I I ' \ ' ' ' , i I , I I / I ,/ j 58 \ \ • 0 SHEET REFER TO SHEET 3 FOR IRRIGATION LEGEND. REFER TO SHEET 3 FOR IRRIGATION NOTES. REFER TO SHEETS 13, 14, & 15 FOR DETAILS. REFER TO SHEETS 28, 27, 28 & 29 FOR SPECS. 40 80 120 LA N D PLANNING LANDSCAPE ARCHITECTURE ~962 LA PL.ACE COURT, SUITE 205 CARLSBAD, C A. g 2 a o s ~tij931-8137 FIX,(11~931-2145 Do\110 6/7/96 ,X)8 NO, 95020 1'' = 40' DRAWN av, J.D.R. KEY MAP PRIVATE/HOME OWNER P.O.C. TJ,tE CONTRACTOR IS RESPONSIBLE FOR INTERIM -PRESSURE SUPPLY LINE CONNECTIONS AND ROUT- ING TO PRIVATE LOT SLOPES. USE CARE AND CAUTION FOR ROUTING LOCATIONS AND CROSS- INGS OVER HARDSCAPE ELEMENTS. CONNECT 1 1/2" PVC SCH40 PRESSURE SUPPLY LINE IMMED- IATELY UPSTREAM FROM MANUAL CONTROL VALVES ON PRIVATE LOTS AND STUB OUT FOR FUTURE .CONNECTION TO RESIDENTIAL METERS (TYPICALI. I / LOCATE 2 SPARE WIRE,S AND 1 COMMON WIRI! FROM CONTROLLER 'G' IN A 10" ROUND VALVE BOX AT THIS LOCATION FOR FUTURE USE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING P'RECISE LOCATION OF PLANTING AREAS, ~AS BUILT C~~-,1-()1 REVIE D BY: L E?J~,..k ,1--6-tJo . INS~ECTOR '1' DATE c__--+-------------i-----,----r---T---iJ sH5EETI CITY OF CARLSBAD ~ ~ P ANNING DEPARTMENT ~ rrl ~f-~lb~A~Tti1o;A=j;pzit============:::::.:::===; DA1E INlllAL ENGINEER OF WORI< REVISION DESCRIPTION DAlE INlllAL DA 1E INlllAL OlHER APPROVAL CITY APPROVAL APPROVED: ASSISTANT P DWN BY: __ _ CHKD BY: __ _ RVWD BY: ~HE RANCH UNITS PROJECT NO. CT89-18-2 C.M. W.D. 93-308 2 & 3 347-8L l ~----------------------------------------------------------------------::::-::r=..fJo.<::::::::::i.....::=i::::-;::.=*·..--------------------------------------, / I ·t , ( •··- LOCATE 2 SPARE WIRES AND 1 COMMON WIRE FROM CONTROLLER 'I' IN A 10" ROUND VAL VE BOX AT THIS LOCATION FOR FUTURE USE. 0 REFER TO SHEET 3 FOR IRRIGATION LEGEND. REFER TO SHEET 3 FOR IRRIGATION NOTES. REFER TO SHEET 13, 14 & 15 FOR DETAILS. REFER TO SHEET 29, 27, 28, & 211 FOR SPECS. 40 80 120 ADL PLANNING ASSOCIATES lb LA N D PLANNING LANDSCAPE ARCHITECTURE 5962 LA PL.ACE COURT, SUITE 205 CARLSBAD, CA. 92006 ~1 QtJ1·11l7 FA11(11t)IJ1·11H """' JOBNC> ~ ~ ". . .. ---·>---· ;I\ ,,•--1/ \I~ ,,.--y.i· ,::-., ·,, _.,. ,, ,--. ,,, ' ~ \'' ~,_."--,_':.~:::,";_~~ ···,:~~ ;N . , \j· ·-... f1, . · . ,-.&,,, -...... _,.:,.--, \ ---r.,,~----,,,;~. ..,._,,_.. - . .. ' --·· '( ~ '. Q"' \ ---,, .Ji ~ .. ~-, ',,...,: r--',;,,' .__} ,,,. /. ,, : c", -.,. ',:• /:.I ...... ~ ,£ ' .. ~¢:: ------·-. -. ----------· -~--=::, --;-· IV A Tl::/HOME KEY MAP OWNER P.O.C. l'HE CONTRACTOR IS RESPONSIBLE FOR INTERIM PRESSURE SUPPLY LINE CONNECTIONS AND ROUT- ING TO PRIVATE LOT SLOPES. USE CARE AND CAUTION FOR ROUTING LOCATIONS AND CROSS- INGS OVER HARDSCAPE ELEMENTS. CONNECT 1 1/2" PVC SCH40 PRESSURE SUPPLY LINE IMMED- IATELY UPSTREAM FROM MANUAL CONTROL VALVES bN PRIVATE LOTS AND STUB OUT FOR FUTURE 'CONNECTION TO RESIDENTIAL METERS (TYPICAL!. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. AS REVIE D BY: l.-.f21@$ INSPECTOR BUILT DATE 12.--6-ao DATE fsHm1 CITY OF CARLSBAD l---+--+---------------+---+--+---+----1 ~ PLANNING DEPARTMENT 1-----t--+---------------+----t---t---t----t DA 1E INITIAL ENGINEER Of \IIJRK REVISION DESCRIPTION DATE INITIAL DAlE INITIAL 01HER APPROVAL CITY APPROVAL I l'f-1 &ATIC> IA I THE RANCH RANtHO VERDE, UNITS 2 OWN BY: CHKD BY.-: ---I PROJECT NO. CT89-18-2 RVWD BY: C.M. W.D. 93--r308 & 3 ' \ HYDRAULIC CALC.: POT. WATER P.O.C. 12 P.O.C. 12 (POTABLE WATER> EQ~PMENT: ---~----J,L.AS!l: SIZE; LOSS: METER: . --·----NIA 1 112· NIA SERVICE LINE: TYPE 'K' 2" .31 BACKFLOW PREY. NIA 1 112· N/A MASTER VALVE: NIA 1 112· NIA PRESSURE SUPPLY LINE: CL315 2" 8.8 CONTROL VALVE: NIA 1 112· NIA LATERAL LINE: CL200 N/A N/A FITTINGS: N/A NIA N/A ELEVATION GAIN: NIA NIA N/A TOTAL SYSTEM LOSS: P.S.I REQUIRED AT HEAD: SUBTOTAL: _ ----- STATIC P.S.I.: STATIC P.S.I. LESS 10%: /100 LENGTI!:. G.P.M. LOSS: CONNECT 2• TYPE 'K' COPPER PIPE TO THE 1 1/2" WATER METER AT THIS LOCATION AND EXTEND TYPE 'K' COPPER PIPE TO THE LOCATION OF THE BACKFLOW PREVENTION DEVICE. INSTALL AND CONNECT (11 FEBCO 1 1/2" BACKFLOW PREVENTION DEVICE AND EXTEND 2" PVC CL315 PRESSURE SUPPLY LINE TO THE MASTER VALVE LOCATION. INSTALL 1111 1 1/2" GRISWOLD 2230 MASTER VALVE AND 111 1 1/2" DA TA INDUSTRIAL IR220P FLOW SENSOR IN SEPARATE VALVE BOXES PER DETAIL AND EXTEND 2" PVC CLASS 315 PRESSURE SUPPLY LINE AS SHOWN. THE STATIC WATER PRESSURE N/A N/A @ 25 .77 40 @ 25 NIA N/A @ 25 N/A N/A @ 25 .58 1520 @ 25 NIA N/A @ 25 N/A N/A @ 25 NIA NIA @ 25 NIA N/A @ 25 -. 1.5 .31 11.0 2.6 8.8 1.5 5.0 2.0 -17.~i 14.95 30 . 44.915 84 76 AT THE POINT OF CONNECTIONIS PSI AND THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO ACC· OMODATE A PEAK PLANT MATERIAL FLOW OF GPM'S. PRIVATE/HOME OWNER P.O.C. THE CONTRACTOR IS RESPONSIBLE FOR INTERIM PRESSURE SUPPLY LINE CONNECTIONS AND ROUT- ING TO PRIVATE LOT SLOPES. USE CARE AND CAUTION FOR ROUTING LOCATIONS AND CROSS· INGS OVER HARDSCAPE ELEMENTS. CONNECT 1 112" PVC SCH40 PRESSURE SUPPLY LINE IMMED- IATELY UPSTREAM FROM MANUAL CONTROL VALVES ON PRIVATE LOTS ANO STUB OUT FOR FUTURE CONNECTION TO RESIDENTIAL METERS ITYPIC.ALI. I ! 0 ' ' I . i i \ \ I I \ \ I I REFER TO SHEET 3 FOR IRRIGATION LEGEND. REFER TO SHEET 3 FOR IRRIGATION NOTES. REFER TO SHEETS 13, 14 & 15 FOR DETAILS. REFER TO SHEET 26, 27, 28 & 29 FOR SPECS. 40 80 120 \ LA N D PLANNING LANDSCAPE ARCHITECTU~E 5962 LA ~LACE COURT, SUITE 205 CARLSBAD, CA. 92008 ~l~IJl-!IJ7 Fll,(111)131·!!4& JOI NO: DRAWN EM lD.R DAlE INITIAL ENGINEER Of WORI( REVISION DESCRIPTION \ ' ' \ \ \ \ \ I \ . \ ' i I \ \ \ DA TE INITIAL DA TE INITIAL OlHER APPROVAL CITY APPROVAL APPROVED: KEY MAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING P1RECISE LOCATION OF PLANTING AREAS. BUil T 2 & 3 OWN BY: ___ PROJECT NO. ORA CHKD BY:__ CT89-18-2 347-BL RVWD BY: C.M.W.D. 93-308 I , / I I , / / / / / I / / / \ \ \ \ \ I \ \ ' \ \ I \ \ / / / , '/ ! , i \ \ LOCATE 10 SPARE WIRES AND 1 COMMON WIRE FROM CONTROLLER "H" IIN A 10" ROUND VALVE BOX AT THIS LOCATION FOR FUTURE USE. >< .. ::·)"' j" ". , -..-::~, ~··:t,< .. ' _ .. / '/ ::::~ '. ::·" ' ,•· \ "·-...-✓ 0 REFER TO SHEET 3 FOR IRRIGATION LEGEND. REFER TO SHEET 3 FOR IRRIGATION NOTES. REFER TO SHEETS 13, 14 & 15 FOR DETAILS. REFER TO SHEETS 28, 270 28 & 29 FOR SPECS. 40 80 120 LAND PLANNING LANDSCAPE ARCHITECTURE 5962 LA PLACE COURT, SUITE 205 CARLSBAD, CA. 92008 ~1~931-1137 rAX,(11~131-21.S """"' "" LD.R \ I I I \ \ \ ' \ \ KEY MAP OWNER P.O.C. THE CONTRACTOR IS RESPONSIBLE FOR INTERIM PRESSURE SUPPLY LINE CONNECTIONS AND ROUT- ING TO PRIVATE LOT SLOPES. USE CARE AND CAUTION FOR ROUTING LOCATIONS AND CROSS- INGS OVER HARDSCAPE ELEMENTS. CONNECT 1 1/2" PVC SCH40 PRESSURE SUPPLY LINE IMMED- IATEL Y UPSTREAM FROM MANUAL CONTROL VALVES ON PRIVATE LOTS AND STUB OUT FOR FUTURE CONNECTION TO RESIDENTIAL METERS (TYPICAL). PRIVATE/HOME l!RRIG. SLEEVES PROVIDE IRRIGATION SLEEVES FOR ALL IRRIGATION PIPING THAT CROSSES FUTURE HOMEOWNER DRIVE- WAYS. REFER TO GENERAL IRRIGATION NOTES. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING ,!PRECISE LOCATION OF PLANTING AREAS, AS BUILT THE RANCH RANCHO VERDE, UNITS 2 & 3 APPROVED: -:tJ__ /-Sl-'j7 l---~---l----------------+----t--+---t---7 lcA"'s=s""1s=rA""N-:-::T~~~.N;;;GC"CD-"1;:;cRE;:-;C::;T:;;O;:.R-----DATE DA 1E INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DAlE INITIAL OlHER APPROVAL CITY APPROVAL DWN BY: ___ 1 PROJECT NO. CHKD BY: ___ , CT89-18-2 RVWD BY: C.M. W.D. 93-308 I i; . 'I •• PRIVATE/HOME IRRIG. SLEEVES PROVIDE IRRIGATION SLEEVES FOR ALL IRRIGATION PIPING THAT CROSSES FUTURE HOMEOWNER DRIVE- WAYS. REFER TO GENERAL IRRIIGA TION NOTES. 0 REFER TO SHEET 3 FOR IRRIGATION LEGEND. REFER TO SHEET 3 FOR IRRIGATION NOTES. REFER TO SHEETS 13, 14, & 15 FOR DETAILS. REFER TO SHEETS 28, 27, 28 & 29 FOR SPECS. 40 80 120 AOL PLANNING ASSOCIATES LAND PLANNING LANDSCAPE ARCHITECTURE 5962 LA F'LACE COURT, SUITE 205 C A R L S B A D, C A. 9 2 0 0 8 ~11)131-1137 FAX:(11~tl1-ZIIS JOB NO: DRi\WN 111': ID R KEY MAP PRIV A TEYHOME OWNER P .O.C. i THE CONTRACTOR IS RESPONSIBLE FOR INTERIM PRESSURE SUPPLY LINE CONNECTIONS AND ROUT- ING TO PRIVATE LOT SLOPES. USE CARE AND CAUTION FOR ROUTING LOCATIONS AND CROSS- ING,.$ OVER HARDSCAPE ELEMENTS. CONNECT 1 1/2" PVC SCH40 PRESSURE SUPPLY LINE IMMED- IATELY UPSTREAM FROM MANUAL CONTROL VALVES ON PRIVATE LOTS AND STUB OUT FOR FUTURE CONNECTION TO RESIDENTIAL METERS (TYPICAL). !• APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING RECISE LOCATION OF PLANTING AREAS. 1/ AS BUil T ~~. ~E D BY: ~~~-E2~1..:;,-;:a ~:+---\,i G·@ INSPECTOR DATE i----+--+-----------1----l---l--.1----1~ CITY OF CARLSBAD ~ t----+--+---------------l----l---L---L-___j;:;~~;;;~;:::;;;:;:::;PilA:::N:::N::::IN:::::G::::::::0E:::P:::::A::::RTM:::::::E::::N:::::T======-::~=9~ DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAlE INITIAL DA 1E INITIAL O1HER APPROVAL CITY APPROVAL THE RANCH RANCHO VERDE, UNITS 2 & 3 OWN BY: PROJECT NO. ~~ ~r--CT89-18-2 347-8L C.M. W.D. 93-308 r ~--------"-·-· . .,....__\ .. ~- -\ " \ / ' \ 39 EXISTING PO . P.O.C./CONT. REFER TO UNIT 1 IRRIGATION PLANS, PROJECT NUMBER CT89-18-1, DRAWING NUMBER 324-3L SHEET 7 OF 27 SHEETS. THE CONTRACTOR IS RESPONSIBLE FOR ALL GATE VALVE CONNECTIONS AND COMPLETE INSTALLATION OF CONTROLLER 'F' REFER TO THE ABOVE MENTIONED, PLANS FOR HYDRAULIC CALCULATIONS REGARDING THIS POINT OF CONNECTION. E CONTROLLER F INSTALL (11 ONE RAINMASTER DX 24-PS CONTROLLER AT THIS LOCATION. 120 VOLT ELECTRICAL SERVICE 18 WITHIN 25' OF THIS LOCATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL CONNECTIONS FROM THE ELECTRICAL SOURCE, MASTER VALVE, FLOW SENSOR AND ELECTRIC CONTROL VALVES TO THE CONTROLLER. ALL WORK SHALL CONFORM TO LOCAL GOVERNING CODES AND REGULATIONS. THE FINAL LOCATION OF THE CONTROLLER SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 0 REFER TO SHEET 3 FOR IRRIGATION LEGEND. REFER TO SHEET 3 FOR IRRIGATION NOTES. REFER TO SHEETS 13, 14, & 15 FOR DETAILS. REFER TO SHEETS 211, 27, 28, & 29 FOR SPECS. 40 80 120 LA N D PLANNING LANDSCAPE ARCHITECTURE 5962 LA ?LACE COURT, SUITE 205 CARLSBAD. CA 92008 FU:(11~931-2145 JOB NC>. 40' J DR \ \ \ \ I I I / KEY MAP PRIVATE/HOME IRRIG. SLEEVES PROVIDE IRRIGATION SLEEVES FOR ALL IRRIGATION PIPING THAT CROSSES FUTURE HOMEOWNER DRIVE- WAYS. REFER TO GENERAL IRRIGATION NOTES. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. !/1 AS BUILT / t~ /'l-,t-lJO DAlE / REVIEWED BY: ,L~f?,-::....l~,:Jii..:J:i,..::::,......... ___ ti· 6 · t'O . INSPfcr5R eiq::::-,-DA 1E ~ CITYP OF CARLSBAD ~g l---4---1-----------------1---4---l---l---t ~ NNING DEPARlMENT ~ f---+---+-------------------1---1-----,1----+----I I F'fjE,ATIOTi fl-AH THE RANCH RANCHO VERDE, UNITS 2 & 3 APPROVED: 1---+--+-------------4----1----l----i----l l-:-==-=c..,..,,,..=4~~==----' · ll-'i 7 ASSISTANT PLANNING DIRECTOR DA TE'. DA lE INl11"1. ENCtlEER Of° lll'.lRI( REVISION DESCRIPTION DAlE INITIAL DAlE INITIAL O11-IER APPROVAL CITY APPROVAL OWN BY: ____ , CHKD BY: ___ , Rvv.tl BY: C.M.W.D. 93-308 PROJECT NO. CT89-18-2 DRAWING N • 347-BL : / • 82 \ \ \ PRIVATE/HOME OWNER P.0.C. THE CONTRACTOR IS RESPONSIBLE FOR INTERIM PRESSURE SUPPLY LINE CONNECTIONS ANO ROUT- ING TO PRIVATE LOT SLOPES. USE CARE AND CAUTION FOR ROUTING LOCATIONS ANO CROSS- INGS OVER HARDSCAPE ELEMENTS. CONNECT 1 1/2" PVC SCH40 PRIESSURE SUPPLY LINE IMMED- IATELY UPSTREAM FROM MANUAL CONTROL VALVES ON PRIVATE LOTS AND STUB OUT FOR FUTURE CONNECTION TO RESIDENTIAL METERS !TYPICAL). 0 / REFER TO SHEET 3 FOR IRRIGATION LEGEND. REFER TO SHEET 3 FOR IRRIGATION NOTES. REFER TO SHEETS 13, 14, & 15 FOR DETAILS. REFER TO SHEETS 28, 27, 28 & 29 FOR SPECS. 40 80 120 LAND FILANNING LANDSCAPE ARCHITECTURE 5962 LA PL.ACE COURT, SUITE 205 CARLSBAD. CA. 92008 ~tQtlt-8137 FAl:(81Q131·2145 JOB NO, DRAWN fN: J_ o. n / ~·-· / ' PRIVATE/HOME IRRIG. SL~EVES i; PROVIDE IRRIGATION SLEEVES FOR ALL IRRIGATION Ll-------i PIPING THAT CROSSES FUTURE HOMEOWNER DRIVE- • ¥ ··' WAYS. REFER TO GENERAL IRRIGATION NOTES . HYDRAULIC CALC. POT. WATER P.O.C. KEY MAP 3 EOI.IJPMEMJ: . CLASS:. SJZE; LOSS: /100 LENGTH: G,P.M. LOSS: METER: NIA 1 112· NIA NIA NIA @ 39 SERVICE LINE: TYPE 'K' 2" .88 1.7 40 @ 39 BACKFLOW PREY. NIA 1 1/2" NIA NIA N/A @ 39 MASTER VALVE: NIA 1 112" NIA NIA N/A @ 39 PRESSURE SUPPLY LINE: CL315 2" 20.92 1.28 1840 @ 39 CONTROL VALVE: NIA 1 1/2" NIA NIA N/A @ 39 LATER AL LINE: CL200 NIA NIA NIA NIA @ 39 FITTINGS: NIA NIA N/A ELEVATION "H•N"E"· NIA NIA ~~A NA ~~A NA NIA ~ !~ TOT AL SYSTEM LOSS: P.S.I REQUIRED AT HEAD: SUBTOTAL: --. . -·-.. -------------------STATIC P.S.I.: STATIC P.S.I. LESS 10%: P.O.C. 3 PO i ' I ABLE WATER CONNECT 2" TYPE 'K' COPPER PIPE TO THE 1 1/2" WATER METER AT THIS LOCATION ANO EXTEND TYPE 'K' COPPER PIPE TO THE LOCATION OF THE BACKFLOW PREVENTION DEVICE. INSTALL AND CONNECT (11 FEBCO 1 1/2" BACKFLOW PREVENTION DEVICE ANO EXTEND 2" PVC CL315 PRESSURE SUPPLY LINE TO THE MASTER VALVE LOCATION. INSTALL (1) 1 1/2" GRISWOLD 2230 MASTER VALVE ANO (11 1 112" DATA INDUSTRIAL IR220P FLOW SENSOR IN SEPARATE VALVE BOXES PER DETAIL ANO EXTEND 2" PVC CLASS 315 PRESSURE SUPPLY LINE AS SHOWN. THE STATIC WATER PRESSURE AT THE POINT OF CONNECTIONIS PSI AND THE IRRIGATION SYSTEM HA$ BEEN DESIGNED TO ACC- OMODATE A PEAK PLANT MATERIAL FLOW OF 22 GPM'S. CONTROLLER I INSTALL 111 ONE RAINMASTER DX 30-PS-DX03-EV- SEN-RN CONTROLLER At THIS LOCATION. 120 VOLT ELECTRICAL SERVICE 1$ WITHIN 25' OF THIS LOCATION. THE CONTFIACTOR IS RESPONSIBLE FOR ALL ELECTRICAL dONNECTIONS FROM THE ELECTRICAL SOURCE, MASTER VALVE, FLOW SENSOR AND ELECTRIC CONTROL VALVES TO THE CONTROLLER. ALL WORK SHALL CONFORM TO LOCAL GOVERNING CODES AND REGULATIONS. THE FINAL LOCATION OF THE CONTROLLER SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. MAl!-IU I-IE AKt> l,hfte.!:> l..OcATSP II 1 e,&-GK Of'~ ON ~ 1::,10!!.S C':1f' 'f'A~ =r1~i,c, (~tc.A!.--J 3.3 .88 11.0 2.5 20.9 3.3 5 2 -18." 32.2 30 82.2 98 87 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I AS BUILT ~""-~-•1-,i 1-z-1-0 t) DATE RrVI~ BY:_\,, L-. J:? I~$ 1-2. S"-"° _l....:;N-SP...;E,::;Cc...TO...JRL.C...1.-4-.....:... ____ _ DATE fs.HEE1l CITY OF CARLSBAD r---+--+----------------+----+--+---r--1 L2]___J PLANNING DEPARThtENT r---+--+----------------+----+--+---r--t ~ ~ DATE INITIAL ENGINEER Of' ~ REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL I Ff-i&ATI 0 ITHE RANCH ' RANCHO VERDE, UNITS 2 & 3 DWN BY: __ _ PROJECT NO. CHKD BY: __ _ RVWD BY: CT89-18-2 347-BL C.M.W.D. 93-308 ~-,..--"'"--.... _ .,._ ...... ,, ( :. :::.: :~::.~",,,,:~---• ..... _ - ····-····• ..... __ / i "• / ! / / I i ' I .! !' .·/ . ' ! ! ' I / i / / ' \ ! 0 REFER TO SHEET 3 FOR IRRIGATION LEGEND. REFER TO SHEET 3 FOR IRRIGATION NOTES. REFER TO SHEETS 13, 14 & 15 FOR DETAILS. REFER TO SHEETS 28, 27, 28 & 29 FOR SPECS. 40 80 120 LAND PLANNING LANDSCAPE ARCHITECTURE 5962 LA PLACE COURT, SUITE 205 CARLSBAD, CA. 92008 ~1~931-lll7 FAl:(11~131-1145 6/7 /96 JOB NC►. 95020 1" = 40' J.DR 14 TM~~rnoN ~ AREAS CHA~ Att-P/OR Ncrr :rt-1-=,TAL..l..-e.D \,.J/VNrr 2/3, 5££. \,IN IT 4 f'l.,',.HS FOR.,~ ~- KEY MAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING P ECISE LOCATION OF PLANTING AREAS. AS BUil T ~iexP. DATE 1----1----1-----------+---1--t--t---i fSHml CITY OF CARLSBAD L!.U PLANNING DEPARTMENT ~ ~ DA 1E INITIAL ENGtlEER Of 'MlRK REVISION DESCRIPTION DAlE INITIAL OlHER APPROVAL DAlE INITIAL CITY APPROVAL THE RANCH RANC~ VERDE, UNITS 2 & 3 APPROVED: DWN BY: ___ , CHKD BY: ___ , RVWO BY: C.M.W.D. 93-308 PROJECT NO. CT89-18-2 I-Jl-f7 DATE RAWING N 347-BL \ I 3 4 ([) POP~UP SPRAT ,-EAD (2) FINISH GRADE: @ TEE IN LATERAL LINE: PPE: -(I) ---@ --@ @ 1/2" X 2· SCH. 80 PVC NIPPLE @ 1/2" X 8" SCH, 80 PVC NIPPLE ® 1/2" MIP X FIP 90 ELL (2 REOUIRE:D) @ POP-UP SPRAY HEAD CD- 9 5 (]) RECTANGULAR PLASTIC VALVE BOX ® PVC SCH. 40 90 DEGREE: E:LL W/ LOCKING SOLT LID. PURPLE IN COLOR FOR RECLAIMED WA TE:R @ 3/4" CRUSHED ROCK SUMP ~ ELECTRIC REMOTE CONTROL VALVE <ONE CUBIC FOOTl ® (Z) PRESSLRE SUPPL T LINE FINISH GRADE @ @ BALL VALVE PVC LATERAL LNE PIPE ® SCH. 80 CLOSE NIPPLE (E) CONTROL VALVE ~~ ~ ~ • '.~' ' .. • ,, -~•, ~ ' "' ~ • • • ,· ,, • ,I',-,, I , •' I • . ' .. .. , ., ,,., 2 i 9 ((J '-~ ~ i 8 t 5 4 CD SHl2UB SPRAY ON RISER 6" MINIMUM FINISH GRADE CD GEAR DRIVEN ROTOR ® 3/4" X 2· SCH. 80 NIPPLE GE:'AR DRIVE:'N ROTOR 'VIT' 11ST9 SPRINKLE;R TIE: ~ SCH. 80 RISeR GD FINISH GRADE @ MP X FIP STREET ELL (2 REQUIRED) (]) @ @ 2 PVC SCH. 40 ELLS (T X T) E Z PVC SCH 80 THREADED NIPPLE @ PVC SCH. 80 NIPPLI:: @ PVC SCH, 40 STREE:T E:LL @ PVC LATERAL LNE: 12' MINIMUM (l<EFER TO SPECFICA TION) BUILDING. HARDSCAPE:, CONCRETE SIDE WALK 6" MINIMUM @ LATER AL LINE PIPE (1) 12" SCH. 80 NPPLE @ TE:E IN LATERAL LINE PIPE @ MIP X FIP STREET ELL (8) SHRUB SPRAY ON RISER ~ POP-UP ROTOR 4f--~ ®- (]) MANUAL CONTROL VALVE WITH LNION (2) PVC SCH. 80 RISER ® FINISH GRADI:: @ PVC SCH. 80 NIPF'LE <LENGTH AS REOURE'D) @ PVC SCH. 40 ELL (S X T) TYPICAL "------l6 PVC SUPPLY LINE: PVC THREADED MALE ADAPTER DEPTH -SEE TRENCHING DET All. PVC LATERAL TO A VB LOCATION 36" MIN, LENGTH ,.4 REBAR ST ABh..lZER- ATTACi-,, WI (2) STANLESS STEEL BANDS 4f--~ ®-- ATMOSPHERIC VACUUM BREAKER PVC SCH. 80 i<ISE:Q FINIS!-,, GRADE: PVC SCH. 80 I\IPPLE: (LE:NGTH AS RE:OUIRE'Dl PVC SCH, 40 E:LL (S X Tl TYPICAL (1) FINSH GRADE (L) 2-PVC 50-I. 40 ELLS (T X T) E; ONE PVC SCH. 80 THREADED @ LATERAL LINE PIPE NIPPLE: ® @ PVC SCH. 80 (GREY) RISE:R TEE IN LATE:RAL LNE: PIPE ® ® CHECK VAL VE:, 114 RE:BAR SPRINKLER STABILIZER. REFER TO SPECIFICATIONS. (0 SHRUB ROTOR ON RISER '--------'6 @ PVC SUPPLY LINE (1) PVC THREADED MALE ADAPTER ® DEPTH -SEE TQENCHING DETAIL ® PVC LATERAL TO HEADS -@ RECTANGULAR PLASTIC VAL ve BOX W/ PURPLE LID FOR RE:CLAIMED WATER ELl::CTRIC REMOTE CONTROL VAL VE FINISH GQADE PRESSURE SUPPLY LINE PVC MALE: ADAPTOQ C2 REQUIQED) PVC SCH. 40 45 DEGREE: FITTING, FOUR (41 REQUIRED 3/4" CRLJ.$HED ROCK SUMP CONE CUBIC FOOTJ SCH. 80 NIPPILE NOTE• VALVE $HAL. HAVE A MINIMUM OF 4' CLEARANCE FROM THE BOTTOM OF THE VALVE BOX LID, AND 2· MINIMUM CLEARANCE FROM THE BOTTOM OF VALVE AND TOP OF GRAVE:L SUMP. AS BUil T fe\ MANUAL CONTROL VALVE \Q (ANGLE VAL VE) 0) ATMOSPHERIC VACUUM BREAKER MASTER VALVE ____ EXP. ___ _ DATE REVIEWED BY: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. LAND PLANNING LANDSCAPE ARCHITECTURE !1962 LA PLACE COURT, SUITE 205 CARLSBAD. CA. g2oos (11 f)S 31-1131 ru, (11 f)I J 1-HH """' B rt i9e "°" "°' 95020 INSPECTOR ~3 CITY OF CARLSBAD t-----+--+----------------+----+--+---1----1 ~ PLANNING DEPARTMENT t-----+--+----------------1-----+--+---1----1 I F-fi0ATI O rj 171;':fAI 1--- THE RANCH DATE ~ ~ RANCHO VERDE, UNITS 2 & 3 APPROVED: f---+---+--------------+----+---+----+---11..,.===--=---:bt"':-:-."~=-===----/.-J/-'f J ASSISTANT PLA DATE DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY: __ _ DAlE INlllAL DATE INlllAL CHKD BY: __ _ OTHER APPROVAL CITY APPROVAL RVWD BY: C.M.W.D. 93-308 PROJECT NO. CT89-18-2 RAWING N 347-SL ~2 • . . f ·• ......... 111, ,I ' :. . ': • 8 ® PVC ST12E'!ET ELL C3 REQU112EDl CJ) 10" ROUND VALVE BOX @ PVC SCH 40 ELL OR TEE Q) F'INISH GRADE CZ) PVC SCH. 80 NPPLE Q) QUICK COUPLING VALVE ® 3/4" CRUSJ..ED ROCK SL.MP CONE CUBIC FOOT) @ PRESSURE SUPPLY LINE ® PVC SCH 80 THREADED NIPPLE CD QUICK COUPLING VALVE '.2 ~ z 2 "' (j) (i) ® @ ® ~ 2 3 4 7 REDUCED PRESSURE PRINCIPLE @ PROM WATER SOURCE BACKFLOW PREVENTER WYE STRAINER Q) PVC PRESSURE SUPPLY LINE. SEE SPECIFICATIONS BRASS RISER OR NIPPLE ® TRENCH DEPTH. REFER TO SPECIFICATIONS FINISH GRADE ® BRASS ELBOW <TWO REOUIREDJ THREADED BY SLIP COUPLING BACKFLOW PREVENTER 'RP' TYPE (3/4" -2"), INST ALL PER CMWD STD. DWG 1:tW-20 1 CJ) Q) Q) 4" FINISH GRADE RECTANGULAR VALVE BOX 8' DIA. CL. 160 PVC SLEEVE 3 BOTTOM TO BE FLARED AND CONT ACT TOP Of PRESSURE SUPPLY LINE '-----i 5 @ BALL VALVE WITH ROUND HANDLE (J) 3/4" Ci<USH!':D ROCK SUMP CONE CUBIC FOOT) ® SLIP X MPT SCH. 40 PVC ADAPTOR \::d) (2 REQUIRED @ PVC PRESSURE SUF'PL Y LINE CJ) ISOLATION VAL VE CJ) FH::LD SA TEL,ITE UNIT IN ST AILESS STEEL ENCLOSURE CV CONCRETE BASE ® F'INISH GRADE 7 >-------I 8 • ' . ' -.. ' • ... . . "'I . . 1 ' -·. _-~-' ~-,. _. -, . ... ·-. .. ... '·•' .. .. IOX PIPE DIA. 5X PIPE DIA. MIN 5 MIN. UPSTREAM DOWNSTREAM CJ) FINISH GRADE @ PVC PRESSURE SUPPLY LINE Q) RECTANGULAR VALVE BOX G) 3/4' ELECTRICAL CONDUIT Q) 8' DIA. CL 160 PVC SLEEVE ® BELDEN "9883 CABLE FROM BOTTOM TO BE FLARED AND CONT ACT SENSOR LEADS TO DATA DECODER. TOP OF PRESSURE SUPPLY LINE REFER TO PLANS POR LOCATION @ FLOW SENSOR. REPER TO PLANS @ 3/4" CRUSHED ROCK SUVP FOR MODEL NUMBER AND SIZE (ONE CLBIC FOOT> @ PVC RE:DLICING COUPLER © CONDUIT BUSHING <2 REOUIREDJ (K) FLOW SENSOR 2 i l RECTANGULAR PLASTIC VALVE BOX BASKET STRAINE:R FINISH GR ADE PRESSURE SUPPLY LINE FROM SOURCE MALE ADAP1"OR (2 REOUIREDl 5 PVC PIPE TO MASTER VALVE 3/ 4" CRUSJ..ED ROCK Sltv'f' (01\E CUBIC FOOT) l"'VC SCH. 80 UNION NOTE:• EQUIPMENT SHALL HAVE A MINIMUvl OF 4· CLEARANCE FROM THE BOTTOM OF THE VALVE BOX LID. (C) BASKET STRAINER il '' KEY MAP @ 120 VOL. T WIRE INSIDE 3/4" CONDUIT . .. llf 2 I----, • ~--~MC '"""""''"'"~• ----~·-""" '"' -, ...... , ..... @--_: ... • .. . . AND SWEEP ELLS ® 3" DIA CONDUIT AND SWEEP ELLS FOR CONTROL \II/IRES @ 314" COMMUNICATION CABLE CONDUIT AND SWEEP ELLS I 2" MIN. CONCRE:TE: THRUST BLOCK. R!':FER TO SPECIFICATIONS FOR SIZING GASKET FITTING PVC BE:LL REDUCER UNDISTURBED SOIL @) CONTROLLER UNIT (O} CONC. THRUST BLOCKS APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. LAND PLANNING LANDSCAPE ARCHITECTURE 5962 LA PLACE COURT, SUITE 205 CARLSBAD, CA. 92008 (II ij ll I· Ill 7 IIX,(ll~tll-114' J08 NO: CD FINISH GRADE CV LATE:RAL LINE: ~-----l3 ,, 1 I,' CONTROL WIRE:S ' @ PRESSURE SUPPLY LINE CLEAN BACKFILL (REFER TO SPE:CIFICA TIONSJ INST ALL ALL CONTROL WIRE ON Tl-IE UNDERSIDE OF THE F'RESSURE SUPPLY LINE. AS BUILT ____ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE fsHml CITY OF CARLSBAD ~ 1-----1----1----------------+---t-----+---+----l l...!±_J PLANNING DEPARTMENT ~ ;:;l::;ff-:;:;IH"::;:;<r~l o;;:;::;::::;;;;:l'"IA;;. ;:;:11;:;-~;:::================::.:::====:::; THE RANCH RANCHO VERDE, UNITS 2 & 3 1----1-----1---------------1--+---+----l----ll~A~PP~R~O~~~O~:~~~'===----/~f-f? 1-----1~---1----------------+---t-----+---+----i ASSISTANT PLANNING DIRECTOR 1-----1----1----------------+---1--,,,..,.,--+-..,,..,-,=-+-""="--l DWN BY:___ PROJECT NO. DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY:___ CT89-18-2 347-8L ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C.M.W.D. 93-308 CD (2) Q) ® SUBGRADE L.A TER AL LINE (IN SLEEVE) 8 'I,, 7 CONTROL WIRES <IN CONDUIT) CLEAN BACKFILL ~--® ,-------,/---® -----1----14 PRESSURE SLPPL Y LINE CN SLEEVE) CSEE SPECIFICA TIONSl @ FINISH SURFACE 36" COVER UNDER VEHICLE PAVING WI SCI-I. 80 SLEEVE 18" COVER UNDER PEDESTRIAN PAVING WI SCI-I 40 SLEEVE 36" COVER UNDER VEHICLE PAVING WI SCH 80 SLEEVE 12" COVER UNDER PEDESTRIAN PAVNG WI SCH 40 SLEEVE 0 ~~~A~~J~9 CD INST ALL SLEEVES FOR MAIN LINE PIPE AND CONTl<OL WQE:S THAT CROSS FUTURE DRIVE- WAYS USING SCI-I. 40 SLEEVES WITH A COVER OF 24". NOTE• ALL ABOVE GRADE PIPE SHALL BE INST ALLE S SR SS DA A OF CONNECTION TYPICAL POINT TO DOMESTIC W METER TO BEN ATER SERVICE LC .. SY OTHERS 0 SUPPLY LNE· E AND WILKENS CONTRACTOR T SIZE BALL VAL V 5001 SERIES P REGULA TOR IP PRESSURE EXC RESSURE STAIC EEDS 80 PSI -- V - ... SLOPE RRIGATION SYSTEM PER PLAN ' I PVC MAINLINE': i---AS SPECIFIED I I L ~ / CONTROL VALVECSl PER PLAN ~ l 1"'- TYPICAL RESIDl=NTIAL POINT OF CONNECTION STl<EET SURF ACE •·, ,, "·•, •.. _., .. ' : :--· ,, POTABLE MAIN LINE ---------~ <SEE IMPROVEMENT DRAWINGS) 12" MINIMUM Rl':OUIRl':D Vl':RTICAL SEPARATION SLE':EVE RECLAIMED WATER IRRIGATION MAIN LNE NOTE: ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LAE3LED AS SPECIFIED IN Tl-IE FOLLOWING• "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTE:MS" 'CARLSE3AD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" OCTOBER 1993 3.5 FEET SIDEWALK CURB ~METER BOX WI METER -i(------=---'-----:'----f--'i(L APPROX. 8" _ J_ 1 ~ ',Ji I POT ABLE: SERVICE LINE 12' MINIMUM 10' MNMJM TO POT AE3LE: MAIN LNE IN STREET RECLAIMED WATER IRRIGATION MAIN LINE WI SL.EEVE NOTE: VERTICAL CLEARANCE OF 12" MINIMUM 1$ MAI\DATORY WHEN CROSSING PATH OF A POTABLE WATER LINE, INSTALLATION OF RE:CLAIMED WATER IRRIGATION MAIN LINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTAElLE MAIN LINEN Tl-IE STREET, POT ABLE MAIN LINE CROSSING CD POT ABLE SERVICE LINE CROSSING AOL PLANNING ASSOCIATES __ _ LAND F'LANNING LANDSCAF'E ARCHITECTURE 5962 LA PLACE COURT, SUITE 205 CARLSBAD, CA 92008 ~ll)IJl-8137 fAX:(llt)tJl-!141 JOB NO: SGll.l'.: J'' DRAWN 1W: J. L; fl DA TE INITIAL ENGINEER OF' WORK REVISION DESCRIPTION DATE INITIAL DATE INrrTAL O1HER APPROVAL CITY APPROVAL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. AS BUil T ____ EXP.----DATE REIJIEWED BY: INSPECTOR DATE THE RANCH RANCHO VERDE, UNITS 2 & 3 DWN BY: ___ PROJECT NO. NG NO. ~~ ~~i--CT89-18-2 347-BL C.M.W.D. 93-308 CD ROOTBALL . ® CROWN· 1" ABOVE FINISH GRADE @ FINISH GRADE © FINISH GRADE AT SLOPE ® 2 X ROOTBALL DIA. 7 ® BACKFILL MIX (SEE SPECS.) (1) PLANT TABLETS (SEE SPECS.) ® SEE SPECIFICATIONS ® TOP OF PAVING @ 4" HIGH WATERING BASIN (IF REQ'D.) ®----4 @ UNDISTURBED NATIVE SOIL -©TREE/SHRUB PLANTING DETAIL CD ® ® © ® ® TREE TRUNK SEE TREE PLANTING DETAIL 24" MIN. VINYL TREE TIE (2 REQ'D,) 2" DIA. X 10' LODGEPOLE PINE STAKE 12" MIN. SECTION not to scale __/7:\c ,....S .... I .... N .... G=L=-E_,,S'-'-T_,_A""--'K"'-'-1 N_,_,G__,,.D..,..E._,_T...,,A.:.=I L.___ __ .;;;..s E;;;;;.;C;;..;.T.;.;;;1O..;..;.N \.:::_; not to scale PLANTING NOTES © 1. A, THE PLANTING PLANS ARE DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. B. QUANTITIES SHOWN ON THE PLANTING PLAN ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. CONTRACTOR SHALL CHECK AND VERIFY COUNTS AND SUPPLY SUFFICIENT NUMBER OF PLANTS TO FULFILL THE INTENT OF THE DRAWINGS. C. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN. 2. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, WHERE WEEDS ARE PRESENT, PER MANUFACTURERS SPECIFICATIONS A MINIMUM OF TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. WEEDS SHALL BE ALLOWED TO COMPLETELY DIE BACK, INCLUDING THE ROOTS BEFORE PLANTING AND AMENDING COMMENCES. (APPLICATOR TO BE STATE LICENSED) 3. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS $HALL BE THOROUGHLY SOAKED. 4. A. STAKE OR GUY ALL TREES PER DETAIL B. REMOVE NURSERY STAKES ON ALL VINES AND ATTACH TO ADJACENT WALLS OR FENCES Willi NON-METALLIC TIES. C. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE GROWTI-1 ON ALL TREES. 5. TREES AND SHRUBS SHALL NOT BE PLACED WITHIN TWELVE (12") INCHES OF SPRINKLER HEADS. 6. ALL TREES SHALL BE PLANTED A MINIMUM DISTANCE OF: A. 3' OUTSIDE OF PUBLIC RIGHT OF WAY B. 5' FROM ANY PAVING (IN EVENT TREES CAN ONLY BE LOCATED WITHIN 5' OF PAVING, "BIO. BARRIER" ROOT BARRIERS SHALL BE INSTALLED PER MANUFACTURER"S RECOMMENDATIONS.) C. 7' FROM SEWER LINES 7. SHRUBS SHOWN IN PLANT AREAS SHALL BE UNDER•PLANTED WITH GROUNDCOVER SHOWN BY ADJACENT SYMBOL, TO WITHIN 12" OF MAIN PLANT STEM. 8. ALL MANUFACTURED SLOPES 3' OR LESS, 6:1 OR STEEPER AND ADJACENT TO PUBLIC SIDEWALKS OR STREETS SHALL BE HYDROSEEDED WITH "WHITE ALYSSUM", JUTE MESH SHALL BE USED IF PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. DURING THE REMAINDER OF THE YEAR, TI-IE COVER CROP AND/OR JUTE MESH MAY BE USED 9. ALL ON•SITE MANUFACTURED $LOPES SHOWN RECEIVING 'MYO PAR" SHALL ALSO RECEIVE "WHITE ALYSSUM", HYDRQSEEDED@ 6 LBS. PER ACRE. "ALYSSUM" MUST PROVIDE 90% COVERAGE WITHIN 30 DAYS, (PER THE CITY OF CARLSBAD LANDSCAPE MANUAL). 10. ALL ON•SITE MANUFACTURED SLOPES SHOWN RECEIVING OR "CEA YP" SHALL ALSO RECEIVE "ESCHSCHOLZIA CALIFORNICA (CALIF. POPPY)". HYDRdSEEDED@ 5 LBS. PER ACRE. "CALIF. POPPY" MUST PROVIDE 90% COVERAGE WITHIN 90 DAYS, (PER THE CITY OF CARLSBAD LANDSCAPE MANUAL), ... 0 B I 2" PREPARED SOIL PLANT TABLET FINISH GRADE ® EQUAL (X) -SEE PLANT SCHEDULE SECTION FOR ON CENTER SPACING ® CONCRETE MOW STRIP OR HARDSCAPEIMPROVEMENTAS INDICATED ON PLAN 0 CONCRETE CURB OR HAADSCAPEIMPROVEMENTAS INDICATED ON PLAN ® EQUAL 1/2 (X) GROUNDCOVER PLANTING DETAIL SECTION CD 2" DIA, X 10' LODGEPOLE PINE STAKE (2 REO'D.) @ I X 2" WOOD BRACE @ VINYL TREE TIE (2 REC'D.) @ 24"MIN. @ SEE TREE PLANTING DETAIL @ 12"MIN. (J) TREE TRUNK @ ROOTBALL 1 2 PLAN VIEW ' T PREVAILING WINO DOUBLE STAKING DETAIL SECTION not to scale not to scale 11. IF PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15, JUTE MESH SHALL ADDITIONALLY tlE USED ON ALL SLOPES. TYPE OF JUTE MESH SHALL BE APPROVED BY THE CITY AND STAKEC TO SLOPES AS RECOMMENDED BY THE MANUFACTURER. COVER CROP CAN BE ELIMINATED WHEN JUTE IS USED. 12. PRIOR TO PRE-PLANT SPOTTING OF TREES, CONTRACTOR SHALL VERIFY THAT NO CONFLICT OF FUTURE ROOT GROWTH AND WALLS OR FENCES WILL RESULT IN TREE PLACEMENT. ADJUST IF NECESSARY AND GAIN APPROVAL FROM LANDSCAPE ARCHITECT. 13. CONTRACTOR SHALL HAND WEED ALL HYDROSEEDED AREAS AS DIRECTED BY LANDSCAPE ARCHITECT AND/OR CITY INSPECTOR, TO ENSURE SATISFACTORY ESTABLISHMENT OF AREAS PLANTED IN THIS MANNER. 14. INSTALL A 3" THICK LAYER OF BARK MULCH IN ALL NON-TURF PLANTING AREAS. (SLOPES 3:1 AND STEEPER ARE EXCEPTED). SUBMIT SAMPLE FOR CITY APPROVAL PRIOR TO INSTALLATION. 15. HYDROSEED ALL SHEET GRADED PADS NOT SCHEDULED FOR CONSTRUCTION WITI-IIN 6 MONTHS OF COMPLETION OF ROUGH GRADING, PER CITY OF CARLSBAD LANDSCAPE MANUAL, SECTION IV.E, E.3· 1.2-21. a AND E3-12-2_2 16. NO STRUCTURE, FENCE, WALL, TREE, SHRUB, SIC'.lN, OR OTHER OBJECT OVER 30 INCHES ABOVE STREET LEVEL MAY BE PLACED OR PERMITTED TO ENCROACH WITHIN THE AREA IDENTIFIED AS A SIGHT DISTANCE CORRIDOR IN ACCORDANCE WITI-1 CITY STANDARD PUBLIC STREET-DESIGN CRITERIA SECTION 8.B.3. THE UNDERLYING PROPERTY OWNER SHALL MAINTAIN TI-IIS CONDITION, 17. SLOPES OVER 8' IN VERTICAL HEIGHT MUST HAVE THE FOLLOWING: a) STANDARD 111 • COVER CROP/JUTE MESII PER CITY OF CARLSBAD LANDSCAPE MANUAL b) STANDARD 112 -GROUNDCOVEll FLAT SIZE PER CITY OF CARLSBAD LANDSCAPE MANUAL. c) STANDARD /13 -LOW, SPREADING SHRUBS PER CITY OF CARLSBAD LANDSCAPE MANUAL. d) STANDARD 114 -TREES AND/OR LARGE SHRUBS PER CITY OF CARLSBAD LANDSCAPE MANUAL. 18. SLOPES BETWEEN 4' AND s· IN VERTICAL HEIGHT MUST HAVE STANDARDS #1, #2, AND #3 FROM ABOVE LIST PEH CITY OF CARLSBAD LANDSCAPE MANUAL. 19. SLOPES 3' OR LESS IN VERTICAL HEIGHT AND ADJACENT PUBLIC WALKS OR STREETS MUST HAVE STANDARD #1 PER THE CITY OF CARLSBAD LANDSCAPE MANUAL. :to. AL.I, f'Af'-14..iA"(S '1"0 ft'ht,IV~ MYo f'Af'-AS &fOi,IHp C,c)I/Ecf'-- NATIVE HYDROSEED MIX (See spec$ for llydroa"8dng Information) SCIElllIIEIC MAME cnMMOlll lllAME Artemlsla calfomlca caI1tomla Saaebtush Artemisia douglaslana Mugwort Castilleja exserta Purple Owl's Clover Collinsia heterophylla Chinese Hcuses Enceia callfornica Common Encelia Eriogonum lasciculatum Callfomia Buckwheat Eriophyllum conferti11orum Golden Yarrow EschscholZia callfornica California Poppy lsocoma menzlesil Coast Goldenbush Lasthenia chrysostoma Goldfields Layia platyglossa Tidy Tips lotus scoparius Deerweed Lupinus succulentus Arroyo Lupine Mimulus aurentlacus Red Monkey Flower Nassella pulchra Purple Needlegrass Plantago insularts Plantain Salvia mellifera Black sage Sisyrinchium bellum Blue-Eyed Grass Vulpia myuros var, hir1uta Foxtail Fescue TOTAL POUNDS Pl"R ACRI": HYDRt>SEED MIX (See specs for hydrosecding information) SCIENIIEIC NAME COMMON NAME Acacia redolens Acacia Alyssum ·carpet o! Snow' Alyssum California low profile wildflower mix Mix Ceanothus tomenIosus Wild Lilac Eschscholzia californica California Poppy Heteromeles arbuti1olia Toyon Umoniutn perezii Sea Lavender Rhus ovata Sugar Bush TOTAL POUNDS PER ACRE: . ~~~nlng Jr" Associates llm Land Planning Landscape Architecture 5962 La Place Court. Suite 205 Carlsbad. CA. 92008 (619) 931-8637 FAX:(619) 937-2645 Dote '5-2.-'"flJ> Job No. i5o z o . DATE POUNDS eEBACBE 1.0 2.0 2.0 2.0 4.0 4.0 2.0 1.0 1.0 1.0 1.0 4.0 2.0 1.0 2.0 2.0 1.0 1.0 .u 38.0 POUNDS PER ACRE 2.0 6,0 5.0 0,5 1.0 1.0 4,0 1.J! 20,5 INITIAL Drawn By: Ae. ENGINEER OF WORK PLANT LEGEND ,mm BQTANICAL NAMf ro.tMCl,/NAMI; 00c~~~~ Citrus spp. Citrus EB KOEBIP Koelreuterla blplnnata Chlne11& Flame Tree Lagerstroemla lndlca 'Cherokee'. 0 . LAG'CAl' Crape Myrtle (g,) LAG 'TIJS' Lagerstroemla ll'Klea -Watermelon Red' Crape Myrtle Q PYRCAL Pyrus calleryana 'Bradford' Ornamental Pear Quero.,s agrt!olla Coast uve Oak rStZE 24' Box 15Gal. 24" Box 15 Gal. 15 Gal. 15Gal. WUfS Mum Standard 0 OQUEAGR 0 QUEILE Ouercus ilex Holly Oak 15 Gal./ 24" Box Standard SCH MOL Schinus moue Calllomia Pepper 15Gal. 0 PINTOR Pinus torreyana Torrby Pine 15Gat. 0 POPNIG Populus nigra 'ltalica' Lombardy Poplar 15Gal. &UBlUl:I @ ARBUNE Arbutus unedo Strawberry Tree 5GaL @ BOUCRL Bougainvlllaa 'Crimson Lake' Bougainvillea 5Gal . I 0 CEAJP Ceanothus 'JuRa Phelps' Ceanothus 1 &5Gal. ffi DIEIRI Dietes lrldoides Fortnight LIiy 1 Gal. -~! ® ESCFRA Escallonia fradesl Escallonia 1 &5Gal. ® FRE CAL Framontodendron callfomlcum Common Flannel Bush 1&5Gal. ~ HEMSPP Heme10eallls Species Yellow Dayllly 1&5Gal. ' IIIBR 8 I ll~leeuo rtefSll ainer1ela Chines Hibisws 15 Gal. @ JASMES Jasminum mesnyi Prlmrose Jasmine 1 Gal. 0 LAN MON Lantana montevidensis Lantana 1 Gal. n;m PEN SET Pennlsetum setaceum Fountain Grass 1 Gal. 0 PHOFRA Phoflnla fraserl Photinia Frasert 1&5Gal. 0 PRUIU Pnmus illcffola 1-iollyleaf Cherry 1 Gal 0 QUE DUM Ouercus dumosa Scrub Oak 1 Gal. © • CISPUR Cistus. pupu reus Orchid Rock Rost 1 &5Gal. 0 RHlJ INT Rhus lntegrtfotia Lemonade Berry 1&50al 0 ABEGRA Abelia g 'Edward Goucher Glossy Abelia 1 & 5 Gal. © LAN CAM Lantana camara '$UH r.>lJ ~' Lantana 1 Gal. ® PLUAUR Plumbago auriculala Plumbago 1 &5Gal. G) VIB BUR Viburnum burkwoodli Burkwood Viburnum 1 & 5 Gal. GBQl!tlt! CQYEB ,-rrorO!'tl-H t" HYO :l"f'-NYDfOl'UM FAJ'\/1 po~ (.\M f>AT5 I oe,. MYOPAC Myoporum <Pacilicum' Myopor_um Flats '!>D"O.C. PEL PEL 'Pelargonium peltatum Ivy Geranium Flats 12" O.C. ........... ,; ··-·- • Trees Which May Require Ro01 I "BIO BARRIER" ff AS 8Ull Tn APPROVED FDR PLANTING AND IRRIGATION □NL Y, DATE INCLUDING PRECISE LOCATION RCE EXP. OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE . ~ CITY OF CARLSBAD ITrJ 6 PLANNING DEPARTMENT 9 PLANTING LEGEND AND DETAILS FOR: THE RANCH RANCHO VERDE, UNITS 2 & 3 APPROVED: /0~ 1-31~?7 s1~1AN1 P I DIRE DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. REVISION DESCRIPTION CHKD BY: 'CT-89-18-2 347-BL OTHER APPROVAL CITY APPROVAL FlELD BY: ~ l . ' ,... -'~ • l 0 L: I :r C '0 I LL r f--o ·;,: I I I I I I • I \ \ \, \ \ \ ·' '" (\ I I ; I \ \ \ I ( I I ; / """"•-.,,., \ \ I I \ \ I i I I \ I I ! I I \ \ I I ', / \ I \ I I I \ \\\- \ \ . I . \ . / .. ,,,./ / \ "'·· ,•.,,. \,,,."·•· ....... ,, / \ I , . ·' , I \ I I i \ \ ' \ I \1\11111 ' \ 1 ' . / \ . 'J . /,/ // Ii_.•,/:/ ;' /·' ,, // '/ ! \ \ / I I , I I i I I / , I , "I / / \i/J J /1 it / l , I. " -................ "'" , .. ~ / I / / / / ,. '/ ,'; / / i / I I I • j I I / \ """-""'"""'""''"''••-...,,, I t ·· ' I NOTES: 1, 2. ;), I I ( . ./ I I ' ,.,,-•'" Hemerbcallis 2n:f-1 Gal @ 3' ,.,- spp O.C. ,/ ,./' ,,~i"''' . / / I / I : \1 LLJ I I I i\ ·····•"!,~ •... ~ $l_5,!fT_ UN( :J;.~Z>-s ··· cstE, c,v1L -Pu.N's:, I I I' I I I t""'!' l \ I i' .... . .,,.; 1 -~ y'/ I r , , ' I /' ,/\\\ii/ / / I I I I I ' .I / 2. "'} ...... , ....... -•" .. ,. """' """'"' ~ ~)\,, i ' I ,, / \,. ! CONTRACTOR SHALL ADHERE TO SLOPE REVEGETATION/ EROSION CONTROL POLICIES AND REQUIREMENTS AS DETAILED PER CITY OF CARLSBAD LANDSCAPE MANUAL, SECTION IVE. FOR EXACT STREET TREE LOCATION, SEE PLANTING NOTE # 6 SHEET # 16 4, 5. WHERE 1 AND 5 GALLON $HUBS OF THE SAME VARIETY ARE CALLED OUT. DISTRIBUTE RANDOMLY THROUGHOUT EACH SHRUB MASS. SEE PLANTING NOTE # 16, SHEET # 16 FOR SIGHT LINE CRITERIA AT CORNERS AND INTERSECTIONS. ...... '"',,,., .. ~""'""' , , , ..... ••·;:_~··"''::·'~·-;::"·"'•,, ' : . ." ..... ::· .. , "• .. ,,,.,,, / -1 . : ..... J,• Y/ ., ' /! \ ·.;; 0 3. SEE PLANTING NOTES FOR COVER CROP REQUIREMENTSi 6. ALL SLOPES TO RECEIVE GROUNDCOVER PER CITY STANDARDS I I ; I \ \ \ \ \ '""""'"-...,, / / / ,,,, '••~ \\ ,, ''•,...,:.:, .. ,, .. ,,,,,,,,.., \ I \ II •/ // / \ 40 80 1 20 ,,, ....... -•""'"' ...... ' ;,:;::·· ,,,, ... , ) ) ~If "// • \ \ ADL PLANNING ASSOCIATES ,. -~--· / ::::) i •""",',"'"'",. _;"""'"""' ( .. , :'.'.I ,,,,., ' ~"' "' L /\ r-.. D P L A N N hj C LAl"'~IJ':-;CAPF ARCH!IFCTlJRE S.~-J6/ I A Pl ACF GOl!RT, ,SlJ·TF 20'5 C A R L S [:I A D. C A. 'g L O iJ 8 (6 I 9) 9 3 1-8 6 3 7 rAX (619)931-·2645 OATr 6/7/96 JO~ NO· 95020 S~/11 r 1" ;;!;; 40' DRAWN BY· A.J.E. \ ii I \ ' \ ' I,\ ,,.-'""""'"'"'''''''"' ,,, .. ""'"'"' I .... .....-•"'""' -· ( ( \ SEE SHEET 16 FOR PLANTING LEGEND SEE SHEET 16 FOR PLANTING DETAILS SEE SHEET 16 FOR PLANTING NOTES SEE SHEET 29-30 FOR PLANTING SPECS, ,.,,,~-~ .. r ..... I /"""" "' , ... , () I ,.) .. I '1 ....... ,. ,,,,.,. 1 -~./ ,,...,)1··t~:""~~"'1;:";'·•\ KEY MAP ,• 1-:• '"""''"'' ;,-,,,,, I , I "' "" "' ,, . I I I i I ,.,1,1::11:1 ',,, ./ Quercusl li,ex o 9-15 Gpil 1 " ....... , ... ,,,,,,,,,,, .. C::::::·::·:·:::" i 1·-········------i······ .. ··-·· :::eiete ~idibdes----= , -CJ7'"""•-3 9 .:: f fc;IJ I ;/ "-::-, :~";'~~Im .. :i~~;Jaf: .J ( 2s9,iJ •••m,•,,r,..,...•-••"'''"'"'"'"'" / , .. , .. .,,.__,,,,,,.,. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. AS BUil T EXP.---~ DATE REVIEWED BY: INSPECTOR DATE fSHm7 CITY OF CARLSBAD ~ l-----+-----1-----------------+--+--+~-+----J ~ PLANNING DEPARTMENT ~ ~===-==================:::::::'...:==~ LANDSCAPE PLAN FOR: THE RANCH RANCHO VERDE. UNITS 2 & 3 /-Jt.97 1-----+---f--~----------~----+--+--+---t-----J -A-S-SI_S_T-AN---=T~P~LJA~N~N~IN_G_D_IR~E-C-TO_R______ DATE OA TE INITIAL [NGIN[ER or WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: ___ _ CHKD BY: __ _ RVWD BY: CM,WO 93-308 PROJECT NO. CT89-18-2 DRAWING NO. 347-8L 'l , I I \ • I " " I I I I I I I I I " I l j I ! I / I I I / " " / I I ( I I \ I NOTES: 1. 2. 3. I \ I I I I \ Ii/\ I ~ / I I ; ,\ ,' ,, I I / / ' 1.\ / / /1,\1 j )1/ \~ ///// I/ ) I J I I ' I I ( I I I ............ -l/ ,•"/ 1'" ,' l ( I / I I ' I I ' I i i " 11 I / / / I I ( , I ' I I I ' I \ I , I \ \ \ r \" i~ i \ ! / / ' I \ ' ', \ \\\ ' ' \ ' ' \ ) \ \ J" ;· ' , J I '' I~ I i ), ' I " ,,,I 1• / I / i I I ~'- ' \ I I I ' t \ ' \ \ \ ' " ' I I , . I I \ CONTRACTOR SHALL ADHERE TO SLOPE REVEGETATION/ EROSION CONTROL POLICIES AND REQUIREMENTS AS DETAILED PER CITY OF CARLSBAD LANDSCAPE MANUAL, SECTION IV.E, FOR EXACT STREET TREE LOCATION. SEE PLANTING NOTE # 6 SHEET # 16 SEE PLANTING NOTES FOR COVER CROP REQUIREMENTS. " / 4. 5. 6. '- \ \ \\ ' \ ' \ \ \ \ \ \ \ \ \\ \ I I I I / / / / / WHERE 1 AND 5 GALLON SHUBS OF THE SAME VARIETY ARE CALLED OUT, DISTRIBUTE RANDOMLY THROUGHOUT EACH SHRUB MASS. SEE PLANTING NOTE # 16, SHEET # 16 FOR SIGHT LINE CRITERIA AT CORNERS AND INTERSECTIONS. I / ,I ) 10~24' Box /" Kbe.lreut · · · 1rinata 5 Gal T:--, , S,sbihtJs molle V ·-~------3=--~, s,,,.-.-",G~a~1 Cistu; , .. ,. ..ureus / I I " I / / / / I / I 0 / / I 40 I I / 5 Gal \ ( ' ' 120 ALL SLOPES TO RECEIVE GROUNDCOVER PER CITY STANDARDS II 1' I "' ' " ' ' .~.:::::::) ' -~\_ .. _/, "'""" """ ""''" ·""'', I A i'-..j I) P I,, A h.1 ~-1 I ['.J G LAh1D2:;CAl""E APG71TECTURE :,.;Q62 LA F'Lt..C~ COUF""<'.T, SUITE 205 ·c A R L S B ,'>. D, C A. '3 2 C1 0 8 (Ole)iJ'-8037 6/7/96 95020 !" ~ 40• DRAWN BY: AJE 111111111111!11~ .... ~,-'""'"""" / ' i / I I / I SEE SHEET 16 FOR PLANTING LEGEND SEE SHEET 16 FOR PLANTING DETAILS SEE SHEET 16 FOR PLANTING NOTES SEE SHEET 29-30 FOR PLANTING SPECS . KEY MAP APPROVED FOR PLANTING AND 1 / IRRIGATION ONLY, INCLUDING / PRECISE LOCATION OF PLANTING AREAS. ,· , I; ~=====;:;::===:::::::::::====::::::;:;::;:::::===~ I I; AS BUil T / . '• I I / l ,••' ., i I I I / I/ " ,· I I // , ... ___ EXP. __ _ / REVIEWED BY: INSPECTOR DATE DATE 1---+-+----------t--t--------t----t--1 ~ CITY OF CARLSBAD ~9 PLANNING DEPARTMENT ~ ~----------- LANDSCAPE PLAN FOR: THE RANCH RANCHO VERDE, UNITS 2 & 3 1-----+---+----·-------------t-:-:-::::--t7.":;-,;:;-;c:---t--;;;:-;.;=-t-;;:;;;;;--;-;-i DWN BY:___ PROJECT NO. DRAWING NO t-D_A_TE_~IN_IT_IA_L +-D_AT_E~_INI_Tl------jAL CHKD BY: --CT89-18-2 34 7-SL RVWD BY: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C.M.W.D. 93-308 ·,I(,:' 1iON " '! ' ' -I II // 11 ···················· :/. . I l . , /Ii /I ·/ ""' ' ' ' ,.,,,,.,, C;id>.>i , .... , •"' /·:, i I !/ I I --.. i I I -----f .. • :::I"""' I I ' •• I ,. ' I 7 ' /II // ;/ // \f~ \\ / .... ·/ .,,:,,,: . .,.,. ,,/, I / II Bougainville4: ''Crimson Lake' r,· i.,,,j . ·•.\ \ . \ // / ///1 \, 28-5 Gal -~ , / II /· ~"'j • .,,"-'\"1.. ·:' 1'1/ ¾,"I.:-;~ .,, \ .. " .. ~ ' "" ' NOTES: 1 . 2 ,,I.,'.., .. "' ~(1,Q .. , . , ~ , "'· ;: , .... ,,,.. ............ .,,, ..... , ... ,., .. ,,,,,,,, .... ,...... .. .. . I '-------------,.-"-__.,_,.._..,.....,' I / I / / I ,'' ',' . ' ., ·· " /. '/" /j // i I/ , " .. // • I I I/ I .(/ ' ,•' ,,' ,,,,,,· '' ' /,, .· > / .t•" I ...... f . . I 1/ I½' / ,, // i (;, ; ; ~ / ( l'f: f I , . !/)j//j/11 1 1 !/1.i '// /1 !// 1 1 11 1!/!1/II<( ! I I .1 ' 'I :/ / / / / / / I I i ; . ,~.Cl ,,,.,,, ..... ' I I CONTRACTOR SHALL ADHERE TO SLOPE REVEGETATION/ EROSION CONTROL POLICIES AND REQUIREMENTS AS DETAILED PER CITY OF CARLSBAD LANDSCAPE MANUAL, SECTION IV.E. 4. WHERE 1 AND 5 GALLON SHUBS OF THE SAME VARIETY ARE CALLED OUT, DISTRIBUTE RANDOMLY THROUGHOUT EACH SHRUB MASS. FOR EXACT STREET TREE LOCATION. SEE PLANTING NOTE # 6 SHEET # 16 5. SEE PLANTING NOTE # 16, SHEET # 16 FOR SIGHT LINE CRITERIA AT CORNERS AND INTERSECTIONS. \ 11 I 3. SEE PLANTING NOTES FOR COVER CROP REQUIREMENTS. 6. ALL SLOPES TO RECEIVE GROUNDCOVER PER CITY STANDARDS ,,,I,,··"""' • ·•"""""1'""" , .... l """'"'""""""""' """"'' 1(3 7? 0 40 RO 120 _,,., OR Y AIN EAsrMoNr / \ . """""'""" """"""""''"'"""""" '""" '''''""""'" .... ,,,,,,., \ \ antona comoro 2-1 Gal ···•···· ......•. \.···.···· . • . \ \ I I I I \ I \ ( I J / \ SEE SHEET 16 FOR PLANTING LEGEND SEE SHEET 16 FOR PLANTING DETAILS SEE SHEET 16 FOR PLANTING NOTES SEE SHEET 29-30 FOR PLANTING SPECS. KEY MAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1---------+-+-----------+--+-----t----r---1 fsHEEi'7 CITY OF CARLSBAD ~ ~ PLANNING DEPARTMENT ~ LAf'..;0 PLAl'-..!Nlr-..JG I ... Al'-..JD~CAPR°,-ARr;:H TEGTLJRI;;;: 5962 LA PLACE COURT, SUITE 205 C A ~ L S 8 A 0, C A. g 2 0 0 8 {6 I 9) 9 .j 1-8 I J I l!X:(619H.l1-164) DAie 6/7 /96 JOE NO, 95020 SCALE I" = 40' OA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ~==-=============::::::'...':==~ LANDSCAPE PLAN FOR: THE RANCH UNITS 2 & 3 OWN BY:___ PROJECT NO. DRAWING NO CHKD BY·__ CT><9-18-2 347-SL RVWD BY: '\' C.M.W.D. 93-308 I ' I I I I I ' \ r ~ C ' I i • ' j/ l' / I / / I I , / / / I I NOTES: 1 . 2 3. , I // I ,,,,,, / / / ·' ,' ,' .· 'l1S> / 'j I./ I /1 . / / / ""i" ) I i i/ / , I I / I ) ..... / 1 . . . I I ,110 ........... 1 J ,.. ' .. / , , , , , \ CONTRACTOR SHALL ADHERE TO SLOPE REVEGETATION/ EROSION CONTROL POLICIES AND REQUIREMENTS AS DETAILED PER CITY OF CARLSBAD LANDSCAPE MANUAL, SECTION IV.E. FOR EXACT STREET TREE LOCATION, SEE PLANTING NOTE # 6 SHEET # 1 6 SEE PLANTING NOTES FOR COVER CROP REQUIREMENTS / , / '" ,,, I / / / I , , ,• I 4. 5. 6. / I i r / / / / . ///./1 , / f / . . I I ( ,· '> l' 1• , · •. \ ,),i:._,,J } .. ·.' '""""""·'"'"''""'"'"""""'"'' / ·; , 1~1111111 // WHERE 1 AND 5 GALLON SHUBS OF THE SAME VARIETY ARE CALLED OUT. DISTRIBUTE RANDOMLY THROUGHOUT EACH SHRUB MASS. SEE PLANTING NOTE # 16. SHEET # 16 FOR SIGHT LINE CRITERIA AT CORNERS AND INTERSECTIONS. ALL SLOPES TO RECEIVE GROUNDCOVER PER CITY STANDARDS 71 ''\:,. ,. , .. ,·•···~'\ :~~: C 40 170 .,,,,.,,•"' ,,.-,,c"'""'' •"'"''"""'"' ,.,,.,,m..-•" "~"""'"'"' . I / , I 5962. LA P"ACF: COURT. SUITE 205 c; A R L S 8 A D, C A, 9 2 0 0 8 f"AX:(619)9~' -2◊4'.> C:ATF 6/'7 /96 JOB NO· 95020 SCAI-F. 1'' = 40' DRAWN EJ'r'; AJ E. "-,,,,, ·•,-,,~..., "'"'"'-""'"'"'"""r-"'"''"'"'"'" Ill ,.,_,, ,,,,..,,,, ~:···· ~····· "'"' "'''"'""'"'"'"'"'""""' '"'"""'""'" """"'-" •··· Abelia g. 'Edward Gouche( (:) 43-1 Got, 4z:...5 Geil 1 ·1 r) ,,,,.. "''"'"'"' ,,,••'"' . .. ,,, .... ,,, ..... ,,,, ,_.,,, .. ,, ,.., ........ I •"'"""' . ( ( ' \ ' \. \ \ Pinus lorreyan 0 ••• -✓~------'...,,....._-.,---~--"--c------\--• ,~ -5,.,__ 15 Gal ' \ '\_ 80u ainvi;;~ 'Crimson I I I Lake' ' \ \ \ ' \ \_ I / / ' SEE SHEET 1 6 FOR PLANTING LEGEND SEE SHEET 16 FOR PLANTING DETAILS SEE SHEET 16 FOR PLANTING NOTES SEE SHEET 29-30 FOR PLANTING SPECS. KEY MAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. AS BUil T ___ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE ~o CITY OF CARLSBAD 1----+----+--------------+---+--f----t-----, ~ PLANNING DEPARTMENT ~ ~ 1----+-----+----------~---+---+--f----t-----, LANDSCAPE PLAN FOR: THE RANCH RANCHO VERDE, UNITS 2 & 3 1----+----+--------------+---+--f----t-----, _AP_P_R_oVE_D ...... : ..£.,,,"'-"""""'-----------'-·.11~ f 7 ASSISTANT PL NNING DIRECTOR DATE 1-------l----~--------------+---+--t----+-----t 1----,--+----+----------------t-:--:-=-+=:-;;--t---;;--;..-t-=7."i OWN BY:___ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ---CT89-18-2 I 34 7-SL ENGINEER or WORK REVISION DESCRIPTION >-O-TH-ER-AP~P-Ro_v_AL-+-C-IT_Y_A~PP-Ro_v_A__,L RVWD BY: C.M.W.D. 93-308 ! I I I l I I I ·-~ ' ! I ! J. 1 \ 1. ..... , ........ \ I I " \. '"""''"'""""•--- ' ~ .. """""" • ' \ NOTES 1, 2 3. 1· /" □ lllliiiiiilll .j / 0 . . · illilliliiiil~ililiiir·· Koelreuterid' "bi' innata 2-15 Gal " " , ' "'" """" ' 1"'"""~ ,,.,,,_ .. , " \ I I ' . ' I ,,. '. I L, ,, ,', ( ( Bouqoinvilleo "Crimson Ldke" (r,) ____,~--~~-~---~--;-'7-;c,------.,c---;cc----,--._ } 16#5 Gal i \ \ \ \ \ " Arbutus une >·>·········· @ ---.=...c~8cc--=_ 1'-'· -'-=""'c,. < Ab!;I i a ·"l ·. 'E:dWa rd Gove her' .. 0--7-1 Gal, 76:::5 Gal ,,,, .. ·'' ,.,. "" ,.,,·•'" ,,./ " @·· Rhus_ ir:ite rifo: .... 26~1 eo1. 25-:i Gal "-. ~. :I"','", .. ) () .r'', ""' ...... , .. , .. ••f ,. ~--------:/ ;:I'"" .:..:~-.,...- ~~:-;cc j r-c+~ ·------ \ ' ,.,;,,,., ... ::.'.'i: .. ,,,,· " ' CONTRACTOR SHALL ADHERE TO SLOPE REVEGETATION/ EROSION CONTROL POLICIES AND REQUIREMENTS AS DETAILED PER CITY OF CARLSBAD LANDSCAPE MANUAL. SECTION IV.E. FOR EXACT STREET TREE LOCATION. SEE PLANTING NOTE 11 6 SHEET # 16 SEE PLANTING NOTES FOR COVER CROP REQUIREMENTS. 4. 5. 6. WHERE 1 AND 5 GALLON SHUBS OF THE SAME VARIETY ARE CALLED OUT, DISTRIBUTE RANDOMLY THROUGHOUT EACH SHRUB MASS SEE PLANTING NOTE 11 16. SHEET # 1 6 FOR SIGHT LINE CRITERIA AT CORNERS AND INTERSECTIONS. ALL SLOPES TO RECEIVE GROUNDCOVER PER CITY STANDARDS 0 40 80 Ld tsfrorrr/o f,;1,i;1i/:o 1 3-15 .• G(i,,J( ·;::,, ,,,!"' r;-~_.'r/i llr •.• ''"'""" I ,,,.,-· ,:.!"' ;,,, " ,,, '...;<;~: .. ;·; ;,1':1i:::: ,•'' '/ I h ./ 1, ..... ,,, .. ,,, i ·•, ,,, ~•:::~: '"'"""/•,:;// / '''""""'"'._.'•"' ( f"\ ;:;:: ,I I 15' STOR~1 DR1AIN Ji"AS~M~NT ·watermelon Red'O • , '"'"'! ;,, 'I'-~, ...... -~--~~ , .. -~: "'""' \, .... , . "" \ I -~ """ ,.,. .. .,,," :""'" ) .. ,,,.,, ' , . I , .) "\ i ' / i ' ' I · 1 I AOL PLANNING ASSOCIATES LAN() ~LANNING LANDSCAPE ARCHITECTURE 5962 LA PLACE COURT, SUITE 205 C A R L S 8 A D, C A.. 9 2 0 0 8 fAl:{11!)9)1-1145 DATE: 6/7/96 JOB NO: 95020 SCALE, I"' -40" Ofl'A.WN SY· A. J, E. \ ' I i / I .... '. . .. , ,.).>.:::: .. ./::"'"'"'"'" '.' , .. , ., .... • ... •"""·, i " , i) I " I i " " " I I I I i I " I ' ' ' i .... ' .. ,,., •,j .. ' I " " I • ' DATE INITIAL ENGINEER Of WORK \ \ \ ) , ii " . \ I \ \ \ i \ ' ! j ... ' ' ' \ /\ \ I \ \ \ \ " I ® I _--'Pe-'='h"\o-"ti""nc.:i a;;.·_f'-'r-"a""'s"=e"-·r'-i --=--~; ---'ci 19~ 1 Gal, 11/3-5 Gal· I ! / " / " I I NATIVE ROCK CUT SLOPE: SEE SHEET 1 6 FOR PLANTING LEGEND SEE SHEET 16 FOR PLANTING DETAILS SEE SHEET 1 6 FOR PLANTING NOTES SEE SHEET 29-~0 FOR PLANTING SPECS. l_________, KEY MAP '. QUANTITY AND PLACEMENT OF PLANT t-,1ATERIAL SlJ8JECT TO MODIFICATION IN FIELD. .. . .. "'''"'•-·"""'"'"' ~•-""'" '"'-"'"'"''"'" ·---:----,--"-,!-,-'----------, r=>======~c=r'=~='.. I , ' '"'"' i '"'• I I , .. ,,, ,.,,~, I " ('\.I I " --. ") " ,,,.. . .., ' I I \ " ' '< .• i/ ' i ' '• " , ''•, i ·•.• I I . ' • " I ! I" : " ' ·' ' :~-., I, ' Ii \ ,1::: .. ,,,,, "· I /, ' ,,,:: " ,,., ' /' ' i i ' I . ' \ ' " ; •.: •\ ·, " " ... •, REVISION DESCRIPTION I , -I ,,/ I i1 I I 11:0011111 \ \ \ I \ I \ " ' \ I \ ' " ' \ ' ' ' ' •, I \ ! ' ',, ' ) '· '· i -. ' DATE INITIAL OTHER APPROVAL ' \ \ ',,, / I ' I \ .. ·:-,.,_ DATE ,, "'•, < INITIAL CITY APPROVAL ''\~ [m 1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ~ PLANNING DEPARTMENT 9 LANDSCAPE PLAN FOR THE RANCH RANC;_ ;0 VERDE, UNITS 2 & 3 APPROVED: ~tJ l-1l-f7 ASSISTANT 1-'LAr:INING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: CT89-18-2 347-SL RVWD BY: .,, .. ,,, __ --~-- C.M.W.D. 93-308 (I) """"'""'"'"""""' "" , .............. , ·····-.. NOTES· 1 . 2. 3. .... ,.,., C\ 1 "" ''""""' ' """"""·•·-, '~-' ·'._ ,,,, ,,__., 'L\ \ ., ' ' , .. , /' ,, '"'•'' ,,, CONTRACTOR SHALL ADHERE TO SLOPE REVEGETATION/ EROSION CONTROL POLICIES AND REQUIREMENTS AS DETAILED PER CITY OF CARLSBAD LANDSCAPE MANUAL, SECTION IVE. FOR EXACT STREET TREE LOCATION, SEE PLANTING NOTE # 6 SHEET # 1 6 SEE PLANTING NOTES FOR COVER CROP REQUIREMENTS. 4, 5. 6, . ''"'~ ....... ,,.,,_ I WHERE 1 AND 5 GALLON SHUBS OF THE SAME VARIETY ARE CALLED OUT, DISTRIBUTE RANDOMLY THROUGHOUT EACH SHRUB MASS. SEE PLANTING NOTE # 16, SHEET # 16 FOR SIGHT LINE CRITERIA AT CORNERS AND INTERSECTIONS. ALL SLOPES TO RECEIVE GROUNDCOVER PER CITY STANDARDS 0 ''.' '+\) BO AOL PLANNING =====t:~ ASSOCIATES----"''• LAhJD PLANf'-..Jll'-..JG LANDSGAPr.:;'. A~C::::HITE:C.TUR'.E;. .5962 LA PL4CE COURT, Sl.JITE 205 C A R L 5 9 A D, C A. 9 :2 C C 8 (619)931-8637 cm· 6/7 /96 SCALE 1" = 40' MAIVN BY A. J. E. ,.,,,,,... -,, . ( ( \ '"""••-· .,, ... '"'m,,,,~,,.,,,,,, ' ... , ··~·-., ,/ ) \ SEE SHEET 16 FOR PLANTING LEGEND SEE SHEET 16 FOR PLANTING DEtAILS SEE SHEET 16 FOR PLANTING NOTES SEE SHEET 29~30 FOR PLANTING SPECS. KEY MAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. AS BUil T ___ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE fSHml2 CITY OF CARLSBAD l----+------1--------------+--~--.f---+----I L__1l_j PLANNING DEPARTMENT l----+------1f---------------+--~--.j---+----I I SHEETS I 39 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE PLAN FOR· THE RANCH RANCHO VERDE, UNITS 2 & 3 DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. CTB9-18-2 DRAWING NO. I 347-SL • I. .... """'''"" 7( ', "' ,,.,,,.,' 7 .... ·.·1·: ... ·.·.·.· ... ··· ·; ... ·.· ..... , ' /"""'" J .. ," ' ' ·" ········<1\\ ' I \.J .. \ I \\ ' • . .\ 1' I \ I ''·, '•Ill ...• ':\ •.. \/······· .( I :/ i . 1111111t1iiiiii11ii11111 ( \. / I I ·.. •.•• , I ;;;1;;;1~;11~;;.11111111i111111;;1~············. \ STORM DRAIN EASEMENT NOTES: 1. 2. 3. CONTRACTOR SHALL ADHERE TO SLOPE REVEGETATION/ EROSION CONTROL POLICIES AND REQUIREMENTS AS DETAILED PER CITY OF CARLSBAD LANDSCAPE MANUAL, SECTION IV.E. FOR EXACT STREET TREE LOCATION, SEE PLANTING NOTE 1/-6 SHEET 1/-1 6 SEE PLANTING NOTES FOR COVER CROP REQUIREMENTS. 4. 5. 6. WHERE 1 AND 5 GALLON $HUBS OF THE SAME: VARIETY ARE CALLED OUT, DISTRIBUTE RANDOMLY THROUGHOUT EACH SHRUB MASS SEE PLANTING NOTE # 16. SHEET # 16 F"OR SIGHT LINE CRITERIA AT CORNERS AND INTERSECTIONS. ALL SLOPES TO RECEIVE GROUNDCOVER PER CITY STANDARDS 0 40 .. () ")', , .. , a 0 60 120 ii // // V Quercus ilex 22-24 ox . . l / ( I / / / Quercus ilex···o·············· ... 30-15 Gal , ' SEE SHEET 16 FOR PLANTING LEGEND SEE SHEET 16 FOR PLANTING DETAILS SEE SHEET 16 FOR PLANTING NOTES SEE SHEET 29-30 FOR PLANTING SPECS. KEY MAP ··1 11 ····1 t .... ,,., \ AOL Abelia 73-1 \ ~~',:~ES __ _..,, .. ·,'bbL LAf'·lD PLAl'..J'...JING LAr---JDSCAPE ARCHlt~C.TURE 5962 LA PLACE COURT. SUITE 2-05 C A R L S 8 A D, C A, 9 2 0 Q -' (611J)fl,l1-IJ6,i7 /DATE 6/7/96 JOB \10, 95020 SCAI.E !" = 40' bRAwN fi!Y. A.JE . 'Edward Gal, 72-5 \ ) I \ ,,,,..,,,,m,,,_, ) ) I I l \.\ ~.. \, \ } ·j·, '\ \ '\ ,. i ... ( \ tJ ·· Escallo~ia fr desii , · .. ' s-.1 Gal, 7 -5 Gal 1 .. \ '> ' : \ \ .-' I ' / ) . ' ., oner ' ' . I ···" I I \ \ \ \ \ \ ! \ I I I I NATIVE ROCK CUT SLOPE: QUANTITY AND PLACEMENT OF PLANT MATERIAL SUBJECT TO MODIFICATION IN FIELD. APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. AS BUil T r EXP. ___ _ DATE: REVIEWED BY: INSPECTOR DATE fsHE'CTl CITY OF CARLSBAD ~ 1-----1--+---------------+----l--+--t---~ PLANNING DEPARTMENT ~ :====:::..::::==:==:=================-====:::; DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE PLAN FOR: THE RANCH RANCHO VERDE, UNITS 2 & 3 OWN BY: __ _ CHKD BY:_~- RVWD BY: PROJECT NO. CT89-18-2 DRAWING NO. 347-SL I I I ·i ' I l i ,j L..----------------------------------'----------------~--------+-------------------------.. ---------C'-.M_._Wc;.;:.D_._9_3_3_0_8 __________ _, ~ ' \ \\\/ , .. • I V;'.'.I( ,.,,-, ::::• .:::' '' ' • ,.,::!:::: .• ,' I '"' .. ,,,,:,,/(/:.:<>--.,,, '····<:-::-, ··,,,, / I NOTES: l_ 2. 3. . \ , .. "' 11 (SEE SHEET JB -" 39 _. ,,,, :,,"'',,,' ,,,, .. ,,,,,,, ,...,,, .. ,, \ ,, '"•·, . ....,_ '"' ~ '"' '"' ' \ \.,,, ""'' !::1,~::,. ·,:::, ,, \ '••,:t<: .. ,,\.. \ \ \ ! \ I \ \ \ 'i , .. ,\ ... ' \ \\ .. "'"'"'"'·' .............. -.,,,.,,,, . .,., \ \ sr97L+\ D <~~ ----\ i -Ci~tvs -227~1 ·--) .. Pelgrqo~J'.ti:m pelatutn ii , .. ••-'------7tkloD_ir'ts @ 12·: •~·~· 1;, -.i r-}-••·-_'.i_-/iY .--,--_---c(_i,_-:-· '_. i-etes iridlodes (B., t ~~ ·~<_.-.. 33 ··· 1 Ga I · --< ;'/ <_,._fl . Ir\.'.' ' ,,,,,}:::~ '{/ ,_ .--.· >·· ¾~it,:~ ',, ·:~~~1;1,11,, • -•-_, .... i • 11 • • ,,,,,,,,.,, f'•, .. , ·-~-'"•·,,f -,;.,,: .~t'to, . Lo erstroemio ind·i,;o ·cke-i:'ok~e: .. EB .. _···•-... -;) '---';;~,;':;-,r-',cc_c_c.'"-"----=-"-'-''----"--,-"'-""-''-'-"'-c< ~~t;:-,< ~., 4,.:z+-Box ~, ··· }"ml:, ... . ,r I \ ' \., \ ~'tf. J \ .,,,,,,, , ... , ... \.L_,) ',.,,_.. \ // I I I \ / Ouercus Hex 19-24 Box ' .. ,,,•"'\ ,,, ' ( 510 i) . .,.. ' .. ~ ,....;::·,.,., ... :.,,,.' \ \. \ \_ • ,,~•-· ........ ,,,, .... ................ ' .. _,, .... ., -.. , ........ ,_,,,,,.,., '" CONTRACTOR SHALL ADHERE TO SLOPE REVEGETATION/ EROSION CONTROL POLICIES AND REQUIREMENTS AS DETAILED PER CITY OF CARLSBAD LANDSCAPE MANUAL, SECTION IV.E. FOR EXACT STREET TREE LOCATION, SEE PLANTING NOTE # 6 SHEET # 16 SEE PLANTING NOTES FOR COVER CROP REQUIREMENTS. 4_ 5. 6. WHERE 1 AND 5 GALLON SHUBS OF THE SAME VARIETY ARE CALLED OUT. DISTRIBUTE RANDOMLY THROUGHOUT EACH SHRUB MASS. SEE PLANTING NOTE # 16, SHEET # 1 6 FOR SIGHT LINE CRITERIA AT CORNERS AND INTERSECTIONS. ALL SLOPES TO RECEIVE GROUNOCOVER PER CITY STANDARDS . ( 0 4(] 80 •. ·- 120 r-· -f?1::', --, :·· , __ :Y,(.lj, ----.. ,,,.,.,.. "" i I . • 'Ceanothus 'Dork Star' c~--) -······· 124-1 Gal; 1 24t5 9e11 '.\ .,,.-w ,,,..,.1.,,, arum '.Rocificum-''· 0 a s @ 24" o.t. / . : I ,, I I / ! / I I .,.,,.·•· 0--· Quercus ilex 7-15 Gal //I (·:s,:r4·) ~"'"'"'"'"'"'"'"'"'"'"'"""'"'"'' Lantana montevidensis O 72-1 Gal Lantana camera 124-1 Gal ·,, '·•,,, '('/ -/ 'fl f --'r' // ::~, .... >, .. "1-. ' ,. ' ' ·-._ -'. \ /' • ·-- \ ' \ ···-·-..... , .... \ . • ...... .__ ' "\ . ,'" f\_: I \ I l I \ " I Rhus inte rifolio ...-"'"99,,....-..,...1-G:c-o-:I-, -;9:-;:8,-_--::5,........,,G,....o.,...I -ffi Prunu ilicifolio (') 29-1 Col P rus caller ona 'Bradford' 4-15 Gal Abelia . Edward Goucher i~~-1 Gal, w5'-5 Gal t~~crlloriia frodesii ~=="-='-"-"'--'--'--==~--,_ 4~-1 Gal, 4 7-5 Gal Pinus torre ono 0 6-15 Gol Viburnum burkwoodii :~12:5~-:22'1f'=-1f<c'.;;oiTI .~2D0:::-75:-CGooll (vl . "''""'""'"'"·-·-. ..... , Plumbo o auriculata 34-1 Gal. 34-5 Gal (e) Bou ainvillea 'Crimson Lake' }]-5 Gal (BJ -""'Ir-----·· NATIVE ROCK CUT SLOPE: QUANTITY AND PLACEMENT OF PLANf MATERIAL SUBJECT TO MODIFICATION' IN FIELD. Photinio froseri ~2~2~-~1 -G=--a-cl-. -c2ccc2~----,5=---cG=--a---cl-O 135-1 Gal @ 3' 0.C. SEE SHEET 16 FOR PLANTING LEGEND SEE SHEET 16 FOR PLANTING DETAILS SEE SHEET 16 FOR PLANTING NOTES SEE SHEET 29-JO FOR PLANTING SPECS. __ I KEY MAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ,, AS BUil T" ____ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE fsHilil CITY OF CARLSBAD ~ l---+---1------------------+---+--+--+------j L1±.J PLANNING DEPARTMENT ~ ~==--=================:::::::...::====: LAND r-'LAHNING ; Al",11'}'.~;c:Al-'F-A~'CHI I l·: CI lJf-H· ,,,,9f,2 l.;\ PI ... /\Cf. CCJlJRT, SL:ITF 7C,"i C A. f< L ~ Li A 0, C A. Ll J. 0 0 8 {fiJg)9JI 86Jl tAX (61ij)9J1 2645 DATE, 6 /7 /96 ,JOB NO 95020 $CALE !" = 4Q' DRA.WN ElY: A. J.E. iDATE INITIAL ENGINEER or ~RK REVISION DESCRIPTION I DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE PLAN FOR: THE RANCH RANCHO VERDE, UNITS 2 & 3 APPROVED: ~ L/ fl --~t/'U!',/',t:,_ll~ ____ /-J/.. 9 2 ASSISTANT PLANNING DIRECTOR OATt DWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: CT89-18-2 347-SL C.M.W.D. 93-308 •. -,.,.,,- I ' 1 ,- ' 1· / I / \ , ... , '.I, I.·. \ \ \\ \ \ \ \ i \ .... ,,,,,,, .... ,.·,,, :;:: .. ,,,,,,,,,,,,, "',,' ,,,.,~••'' .,.,,,,,,.,, .. , I // I I I ;, ;/ I (('· '' "'"" ~> \/ NOTES: 1 . 2. .3 . I I I • I : I I '\ \ / I I r ( \ .·' I I I I 1/j,,/ ,1 , I ,/ \\ \ ' \ \ .. , ! I / I ! / I I . / I ; ;' ( / .. ,·,///,/ ' ' / / ' . ) / / / . I / I ,I I //·' / 1/ / I I / I / ' i ' I /' I I / I / / // I I I CONTRACTOR SHALL ADHERE TO SLOPE REVEGETATION/ EROSION CONTROL POLICIES AND REQUIREMENTS AS DETAILED PER CITY OF CARLSBAD LANDSCAPE MANUAL, SECTION IV.E. FOR EXACT STREET TREE LOCATION, SEE PLANTING NOTE # 6 SHEET # 1 6 SEE PLANTING NOTES FOR COVER CROP REQUIREMENTS. ,,,, .. , , I ' ' \ \ \ \\ 4. 5. 6. I / I / / I / I / I I 1 ! / .... ./ ··t:. "'••,, ' I \ ··/· ·, ....... , .. ,, /. ( ( / I f I ) / ,, f;/ _/:/,// WHERE 1 AND 5 GALLON SHUBS OF THE SAME VARIETY ARE CALLED OUT, DISTRIBUTE RANDOMLY THl~OUGHOUT EACH SHRUB MASS. SEE PLANTING NOTE # 16, SHEET # 16 FOR SIGHT LINE CRITERIA AT CORNERS ANO INTERSECTIONS. ALL SLOPES TO RECEIVE GROUNDCOVER PER CITY STANDARDS 0 40 80 '\ \ I\\ \·~ · ... I 11~~ •• i ) - lh'\'11 I .. '~,/ ,1/.1 120 \ I I I I --L.. I Arbutus uriedo 30-1 Gol 14'-l G O.l ! ,, ,. ,,, I / 1//t .. , /J\ilyi~rcus ilex \ //210~~4' Box I \ / \ C;stus ur 102~1 Got 0 ureus 1 ~• $TORM DRAIN EASEMENT I I I i I I . I ' ' i _! r / ' ' I ' \ I // I } /' ,, .. , .. ,,,. ,,,,, ,, I . ''(''''\ I I ' ' / I Ceo.riothus 'Dork Stor'o 38-1 Go.l, 38-5 Go.l LANO P1...ANN1NC LANDSCAPE ARCHITECTURE ~95L lA F='LACE COURT, SUITE 20~ C A R L S 6 A 0, C A, 9 2 0 0 8 o.a.tt, 6/7/96 JOil NO: 95020 SCAl[; j" = 40' DATE INITIAL DRAWN~! AJ.E ENGINEER OF WORK REVISION DESCRIPTION ' DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL SEE SHEET 16 FOR PLANTING LEGEND SEE SHEET 16 FOR PLANTING DETAILS SEE SHEET 16 FOR PLANTING NOTES SEE SHEET 29-30 FOR PLANTING SPECS. KEY MAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ,, AS BUil T" EXP. DATE REVIEWED BY: INSPECTOR DATE CTr] CITY OF CARLSBAD ~ 5 PLANNING DEPARTMENT 9 LANDSCAPE PLAN FOR: THE RANCH RANCHO VERDE, UNITS 2 & 3 - APPROVED: ~_,7.J,,,f!. -31-?r? ASSISTANT PLANNING DIRECTOR DAT OWN BY: PROJECT NO. DRAWING NO CHKD BY: CT89-18-2 347-SL RVWD BY: " "! : i I' " ' ~ i, " l : l , ,----------------------------------------------------------------------------------------------· ------------------------------------·--------------------------- SECTION 0001 O -GENERAL CONDITIONS PART 1 -GENERAL 1. 1. 1.1.1. 1.1 .2. 1 .2. 1.2.1. 1.::!.1.1. 1.2.2. 1 .2.2.1. 1 .2.3. 1 .2.3.1. 1.2.4. 1.2.4.1. 1.2.5. 1 .2.5. 1. 1.2.6. 1.2.6.1. 1 .2.7. 1.2.7.1. DESCRIPTION ALL PROVISIONS OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION". A.I.A. DOCUMENT A201. LATEST EDITION, SHALL APPLY TO THE WORK AS IF BOUND HEREIN. COPIES ARE AVAILABLE AT THE A.I.A. OFFICE, 233 A STREET, SAN DIEGO, CA 92101. UNDER ARTICLE 4.18.1 INDEMNIFICATION OF THE GENERAL CONDITIONS, DELETE THE WOADS "(OTHER THAN THE WORK ITSELF)". GENERAL PROVISIONS/DIVISION 1 GENERAL REQUIREMENTS SCOPE OF co~ TRACT THE FOLLOWING TERMS, CONDITIONS. AND INSTRUCTIONS, AS WELL AS THE LANDSCAPE ARCHITECT'S PLANS AND SPECIFICATIONS. THE CONTRACTOR'S CONTRACT AND SHOP DRAWINGS AND ANY CHANGE ORDERS AND/OR ADDENDUM'S ISSUED BY LANDSCAPE ARCHITECT SHALL FORM THE GENERAL CONTRACT. JOB FILE THE OWNER SHALL FURNISH THE CONTRACTOR WITH ALL DRAWINGS, SPECIFICATIONS, REVISIONS ORDERED BY THE LANDSCAPE ARCHITECT, AND CHANGE ORDERS. THE CONTRACTOR WILL FURNISH HIS CONTRACT, ANY SHOP DR.0:#INGS REQUIRED AND A WORK SHEET ON WHICH HE WILL NOTE ANY DEVIATION FROM THE CONTRACT NOT OTHERWISE COVERED. THE CONTRACTOR WILL KEEP ON THE JOB AT ALL TIMES A FIELD SET OF DRAWINGS, WORK SHEET AND SHOP DRAWINGS, UPDATED WEEKLY, UPON WHICH DEVIATIONS ARE NOTED. PERMITS AND SURVEYS THE OWNER SHALL ESTABLISH ALL LOT LINES AND RESTRICTION$. ALL OTHER LINES, GRADES, AND LEVELS SHALL BE ESTABLISHED BY THE CONTRACTOR AND HE SHALL VERIFY ALL DIMENSIONS, LINES. AND GRADES INDICATED ON THE DRAWINGS. THE OWNER SHALL FURNISH ALL SURVEYS. PERMITS AND LICENSES REQUIRED FOR EXECUTION OF THE WORK SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. CONTRACTOR'S/LANDSCAPE ARCHITECT'S RESPONSIBILITIES THE CONTRACTOR SHALL GIVE EFFICIENT SUPERVISION TO THE WORK, USING HIS BEST SKILL AND ATTENTION. WHEN ABSENT FROM THE JOB, HE SHALL APPOINT A SUPERVISOR CAPABLE OF DISCUSSING MINOR MATTERS WITH THE OWNER AND LANDSCAPE ARCHITECT ON THE SITE. HE SHALL CAREFULLY STUDY AND COMPARE ALL DRAWINGS, SPECIFICATIONS, AND OTHER INSTRUCTIONS FOR THE WORK. ANY WORK INDICATED IN A MANNER WHICH WOULD MAKE IT DIFFICULT TO PRODUCE FIRST CLASS WORK, OR ANY DISCREPANCIES OR CONFLICTS WHICH APPEAR BETWEEN DRAWINGS AND SPECIFICATIONS, OR BETWEEN SPECIFICATIONS AND LOCAL ORDINANCES OR RESTRICTIONS, SHALL BE REFERRED TO THE LANDSCAPE ARCHITECT FOR INTERPRETATION OR CORRECTION BEFORE PROCEEDING WITH WORK. THE LANDSCAPE ARCHITECT SHALL AT HIS DISCRETION . REFER INTERPRETATIONS OF DRAWINGS, SPECIFICATIONS, OR CONTINUITY WITH LOCAL ORDINANCES AND RESTRICTIONS TO THE OWNER AND/OR ENGINEER. CHANGES NO CHANGE FROM THE GENERAL CONTRACT SHALL BE MADE WITHOUT AUTHORIZATION FROM THE LANDSCAPE ARCHITECT AND OWNER. ALL SUCH INSTRUCTIONS SHALL BE IN WRITING ON A "CHANGE ORDER" FORM. UNLESS CONTRACTOR NOTIFIES LANDSCAPE ARCHITECT WITHIN FORTY-EIGHT (48) HOURS UPON RECEIPT OF A CHANGE ORDER, SUCH ORDER SHALL CONSTITUTE A PART OF THE GENERAL CONTRACT. THE LANDSCAPE ARCHITECT SHALL HAVE AUTHORITY TO MAKE MINOR CHANGES. ANY CHANGES INVOLVING EXTRA COST, OR ALTERATION OF THE OVERALL APPEARANCE OF THE PROJECT SHALL BE COUNTER· SIGNED BY THE OWNER. THE LANDSCAPE ARCHITECT MAY INSTRUCT THE CONTRACTOR TO ISSUE CHANGE ORDERS FOR ANY ADDITION, ALTERATION, OR DEDUCTION HE WISHES TO MAKE. THE CONTRACT PRICE SHALL BE ADJUSTED BY EQUITABLE AGREEMENT TO COVER SUCH CHANGES. IF ANY INSTRUCTION BY LANDSCAPE ARCHITECT INVOLVES EXTRA COST TO THE CONTRACTOR, HE SHALL GIVE WRITTEN NOTICE TO THE OWNER BEFORE PROCEEDING WITH WORK. HIDDEN OBSTACLES PRIOR TO EXCAVATION INTO THE SOIL, THE CONTRACTOR SHALL LOCATE ALL CABLES, CONDUITS, SEWERS, SEPTIC TANKS, AND. SUCH OTHER UTILITIES AS ARE COMMONLY ENCOUNTERED UNDERGROUND AND HE.SHALL TAKE PROPE .. R F'RECAUTION NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK, HE SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT, WHO WILL ARRANGE FOR RELOCATION. CONTRACTOR WILL PROCEED IN THE SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITION ENCOUNTERED UNDERGROUND MAKES CHANGES ADVISABLE. PROTECTION OF LIFE AND PROPERTY CONTRACTOR SHALL PROTECT ALL CONSTRUCTION AND LANDSCAPING FROM DAMAGE AND, WHEN REQUIRED, PROVIDE GUARDS OR COVERING. ANY DAMAGE SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. CONTRACTORS ON THE JOB SHALL CARRY THE FOLLOWING INSURANCE: (A) WORKER'S COMPENSATION, (B) PUBLIC COMPREHENSIVE GENERAL LIABILITY, AND (C) PROPERTY DAMAGE. IN AN EMERGENCY THREATENING THE SAFETY OF LIFE, WORK OR ADJOINING PROPERTY, THE CONTRACTOR IS HEREBY INSTRUCTED TO ACT AT HIS DISCRETION TO PREVENT SUCH LOSS OR INJURY AND SHALL MAINTAIN THE FOLLOWING MINIMUM LIABILITY INSURANCE COVERAGE DURING THE CONTRACT PERIOD. COVERAGE eODILY INJUl'lY PROPERTY DAMAGE $250,000 PER INDIVIDUAL PER OCCURRENCE $100.000 PER OCCURRENCE AGGREGATE 1.2.7.2. THE CONTRACTOR SHALL CAUSE TO BE NAMED AS ADDITIONAL INSURED IN SUCH CONTRACTOR'S PUBLIC LIABILITY, CONTRACTOR'S PROTECTIVE LIABILITY AND AUTOMOBILE LIABILITY INSURANCE POLICIES THE FOLLOWING: ADL PLANNING ASSOCIATES 5962 LA F'LACE COURT SUITE205 CARLSBAD, CA 92008 1.2.7.3. 1.2.7.4. 1.2.8. 1.2.8.1. 1.2.9. 1.2.9 .. 1. 1.2.10. 1.2.10.1. 1.2.11. 1.2.11.1. 1.2.11.1.1. 1.2.11.1.2. 1.2.11.1.3. 1.2.11.1.4. 1.2.11.1.5 0 , COi\ TRACTOR SHALL NOT CAUSE THI$ POLICY T• BE CANCELLED OR PERMIT IT TO LAPSE, AND THE INSURANCE POLICY SHALL INCLUDE A CLAUSE TO THE EFFECT THA~ THE POLICY SHALL NOT, AT ANY TIME DURING rHE co~ '3TRUCTION PERIOD, BE C:ANCELLED OR REDUCE::>, RESTRICTED OR LIMITED UNTIL FIFTEEN (15) DAYS AFTER ALL AC.DITIONAL INSUREDS HAVE RECEIVED WRITTEN NO, ICE AS EVIDENCED BY RETURNED RECEIPTS OF REGISTERED OR CERTIFIED LETTERS. THE CONTRACTOR AGREES TO HOLD THE OWNER AND LANDSCAPE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING OUT OF HIS OPERATIONS OR THE OPERATIONS OF ANY OF HIS SUBCONTRACTORS, MATERIAL SUPPLIERS, OR AGENTS. SUBCONTRACTORS THE CONTRACTOR SHALL INFORM THE OWNER PRIOR TO $TART OF WORK OF THE NAMES OF ALL SUBCONTRACTORS PROPOSED, IF ANY; AND HE SHALL NOT EMPLOY ANY TO WHICH THE OWNER MAY OBJECT AS INCOMPETENT OR UNFIT. CONTRACTOR AGREES THAT HE IS FULLY RESPONSIBLE TO THE OWNER FOR THE ACTS OR OMISSIONS OF HIS SUBCGNTRACTORS. NOTHING CONTAINED IN THE GENERAL CONTRACT SHALL CREATE ANY CONTRACTURAL RELATION BETWEEN THE OWNER AND ANY SUBCONTRACTOR. FINAL SITE REVIEW UPON COMPLETION OF WORK. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT FOR FINAL SITE REVIEW, AT WHICH TIME THE CONTRACTOR SHALL BE PRESENT. ANY ASSUMED OR EXISTING VARIANCE OR OMISSION SHALL BE NOTED AT THIS TIME, ANO THE CONTRACTOR SHALL STIPULATE WHEN AND HOW HE WILL RECTIFY SAID VARIANCE. WHEN THESE CHANGES, IF ANY, HAVE BEEN CARRIED OUT AND THE AREAS OF WORK CLEANED, THE JOB SHALL BE CONSIDERED COMPLETED AND THE GENERAL CONTRACT EXECUTED. RESPONSIBILITY FOR WORKMANSHIP NEITHER COMPLETION OF THE JOB NOR FINAL PAYMENT SHALL • RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR GUARANTEES STATED IN THE CONTRACT. OR OF RESPONSIBILITY FOR FAULTY MATERIALS OR POOR WORKMANSHIP. THE CONTRACTOR SHALL PROMPTLY REMEDY ANY DEFECTS WHICH OCCUR DURING THE GUARANTEE PERIOD AS SPECIFIED IN CONTRACT. NOTICE OF OBSERVED DEFECTS WILL BE FORWARDED TO THE CONTRACTOR BY THE OWNER IN TRIPLICATE. CONTRACTOR WILL RETURN TWO (2) COPIES TO THE OWNER. NOTING ,HEREON WHAT ACTION WAS TAKEN. ALL QUESTIONS ARISING UNDER THIS ARTICLE SHALL BE DECIDED BY THE OWNER. COMPLIANCE WITH BUILDING CODE$ . WHENEVER THE TERM "BUILDING CODE" OR "CODE" IS USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE TERM MEANS THE FOLLOWING: UNIFORM BUILDING CODE -LATEST EDITION. UNIFORM PLUMBING CODE; WESTERN PLUMBING OFFICIALS ASSOCIATION-LATEST EDITION LANDSCAPE MANUAL, POLICIES AND REQUIREMENTS; CITY OF CARLSBAD· LATEST EDITION ALL APPLICABLE STATE AND LOCAL CODES AND REGULATIONS. CARLSBAD MUNICIPAL WATER DISTRICT RECLAIMED WATER STANDARDS. PART 2: SPECIAL CONDITIONS 2.1. SAMPLE$ 2.1.1. CONTRACTOR SHALL SUBMIT MATERIAL SAMPLES TO THE LANDSCAPE ARCHITECT UPON REQUEST OR AS CALLED FOR IN THE CONTRACT DOCUMENTS. 2.2. PRIME RESPONSIBILITY 2.2.1. THE PRIME LANDSCAPE CONTRACTOR SHALL ACCEPT COMPLETE: RESPONSIBILITY FOR ALL SUBCONTRACTORS AND PERFORM sue~ WORK AS COORDINATION AND SUPERVISION AS MAY BE REQUIRED TO COMPLETE THE WORK; SUCH AS SCHEDULING, CORRECTING ERRORS AND OMISSIONS, INITIATING CHANGE ORDERS AND BILLINGS, NORMALLY ASSOCIATED WITH THE FUNCTION OF PRIME CONTRACTOR, TO COMPLETE THE SCOPE OF THE WORK. 2.3. LANDSCAPE ARCHITECT'S FUNCTION 2.3.1. THE LANDSCAPE ARCHITECT SHALL HAVE GENERAL LANDSCAPE JITE REVIEW AND DIRECTION OF WORK UNDER THE GENERAL CONTRACT AS RELATED TO INTERPRETATION OF CONTRACT DOCUMENTS. HE IS AGENT OF THE OWNER TO THE EXTENT PROVIDED IN THE SPECIFICATIONS AND WHEN IN SPECIAL INSTANCES HE IS AUTHORIZED BY THE OWNER TO ACT. AS INTERPRETER OF THE LANDSCAPE CONSTRUCTION DRAWINGS AND SPECIFICATIONS AS MAY BE NECES...,ARY ON OCCASION DURING CONSTRUCTION CONTRACT, HE SHALL SIDE NEITHER WITH THE OWNER NOR THE CONTRACTOR, BUT USE HIS AUTHORITY UNDER THE CONTRACT TO ENFORCE ITS FAITHFUL PERFORMANCE. 2.4 SPECIAL RESPONSIBILITIES 2.4.1. THE CONTRACTOR SHALL COMMENCE SELECTION AND VERIFY THE AVAILABILITY OF ALL NECESSARY MATERIALS UPON AWARD OF CONTRACT. 2.4.2. ANY DEPOSITS NECESSARY TO SET ASIDE MATERIALS (EITHER BY OWNER OR BY CONTRACTOR) SHALL BE ARRANGED BY THE CONTRACTOR AS SOON AS POSSIBLE. 2.4.3. THE CONTRACTOR AGREES, BY SUBMITTING A BID, THAT THIS PROJECT WILL RECEIVE A HIGH PRIORITY ON HIS WORK SCHEDULE. THE ONLY DELAYS CONSIDERED ACCEPTABLE ARE THOSE WHICH CAN BE PROVEN TO BE BEYOND THE CONTROL OF THE CONTRACTOR. 2.44. 2.4.5. 2.4.6. 2.4.7. 2.4.e. THE CONTRACTOR SHALL SUBMIT THE NAME AND BACKGROUND EXPERIENCE OF THE PROPOSED FOREMAN OF THE JOB. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMIT$ AND FEES TO COMPLETE WORK, ALL MATERIALS SHALL BE OF STANDARD, APPROVED, AND FIRST GRADE QUALITY, AND SHALL BE IN PRIME CONDITION UPON ACCEPTANCE. WORK SHALL BE PERFORMED WHEN WEATHER CONDITIONS PERMIT PROPER AND SATISFACTORY RESULTS. LANDSCAPE ARCHITECT RETAINS OPTION TO REQUIRE THAT CONTRACTOR RECEIVE A SITE OBSERVATION OF EACH OPERAllON AND MATERIAL PRIOR TO, UPON, AND AFTER INCORPORATION INTO THE WORK. 2.5. CLEAN UP PART 2 -PRODUCTS 2.4. 2.4.1. BACKFLOW PREVENTERS: 2.5.1. DURING PROGRESS OF THE WORK, KEEP THE PREMISES REASONABLY FREE OF ALL DEBRIS AND WASTE MATERIALS RESULTING FROM THE WORK. ALL DEBRIS, TOOI_S, EQUIPMENT, AND RUBBISH SHALL BE REMOVED FROM THE SITE ON COMPLETION AND BEFORE FINAL ACCEPTANCE OF THE WORK. DEBRIS AN:> RUllBiSH 5HALL BE DISPOSE[, OF OFF-SITE Al A LEGAL AND APPROVED DUMP SITE. 2.6. GENERAL CONTRACTOR'S GUARANTEE 2.6.1. . THE CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL WORK PERFORMED AND MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER AND CITY OF THE COMPLETED WORK, EXCEPT WHERE NOTED IN THESE SPECIFICATIONS. END OF SECTION 00010 SECTION 02810 -POTABLE WATER IRRIGATION SYSTEM PART 1 • GENERAL 1.1. RELATED DOCUMENTS: 1.1.1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION-1 SPECIFICATION SECTIONS, APPLY TO WORK OF THIS SECTION. 1 .2. DESCRIPTION OF WORK: 1.2.1. THE WORK CONSISTS OF FURNISHING LABOR, TOOLS, MACHINERY, MATERIALS, AND PROCESSES REQUIRED TO COMPLETE THE SPRINKLER IRRIGATION SYSTEM DESCRIBED HEREIN AND SHOWN ON THE DRAWINGS. 1.2.2. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS 1$ TO INDICATE AND SPECIFY A COMPLETE SPRINKLER SYSTEM, INSYALL:CD READY FOR USE WITHOUT FURTHER COST IN LABOR OR MATERIALS TO THE OWNER AND COMPLYING WITH ALL APPLICABLE CODES, SPECIFICATIONS AND DETAILS. 1.3. QUALITY ASSURANCE: ' 1.3.1. SUBCONTRACT WORK TO A SINGLE FIRM SPECIALIZING IN IRRIGA1·I0N WORK. CONTRACTOR SHALL POSSESS ALL LICENSES AND P \'lMITS REQUIRED TO PERFORM THE WORK OF THIS CONTAA('T INCLU·.1ING A C-27 LANDSCAPING LICENSE. SUBMITTAL$; 1.4.1. THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT, MATERIALS OR PROCESSES SPECIFIED BY NAME IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITU•ION WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL LY THE LANDSCAPE ARCHITECT, OR THE OWNER'S AUTHORIZED REPRESENTATIVE. 1.4.2. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE FOR APPROVAL OF ITEMS DIFFERENT THAN THOSE SPECIFIED. 1.4.3. EQUIPMENT OR MATERl!,LS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE AND REPLACE SUCH MATERIALS FROM THE SITE AT HIS OWN EXPENSE. 1.4.4. APPROVAL OF ANY ITEM, "L TERNA TE OR SUBSTITUTE, INDICATES ONLY THAT THE PRODUCT($) APPARENTLY MEET THE REQUIREMENTS OF.THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. 1.4.5. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE TH~ . CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. sutH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. 1 .4.6. BACKFLOW PREVENTER$ SHALL BE TESTED BY A CERTIFIED TE:"TER AND T~i: RESULTS MUST BE GIVEN TO THE OWNER AND WATER DISTRl;T, 1.4.7. LOCATE ALL IHRIGATION MAINLINES OUTSIDE OF PUBLIC RIGHTS- OF-WAY. 1.5. GUARANTEE: 1.5.1. CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE IN ACCORDANCE WITH THE GENERAL CONDITIONS, FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE AND CONCLUSION OF THE MAINTENANCE PERIOD. GUARENTEE SHALL COVER THE COMPLETE IRRIGATION SYSTEM, INCLUDING SETTLING OF THE BACKFILL IN TRENCHES AND REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMAGED THEREBY OR THEREFROM. 1.5.2. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. 2.1. ?. ' 1. 2.1 .1 .1 . 2.1.1.2 2.1.2. 2.1.3. 2.1.4. 2.1.5. 2.2. 2.2.1. 2.2.2. 2.2.3. 2.2.4. 2.2.5. 2.3. 2.3.1. 2.3.2. 2.3.3. 2.3.4. 2.3.4.1. 2.3.5. ADL I Plannl_ng -!1"" Associates ==::IF1Jllitri L a n d P I a· n n I n o Landscape Architecture 5962 La Place Court. Suite 205 Carlsbad, CA. 92008 (619) 931-8637 FAX:(619) 931-2645 Dote 5-z-4e,, Job No. 4 :soi.o Score DrownBy: A-~- MATERIALS: PRESSURE PIPE: COMPLY WITH FOLLOWING: PVC PLASTIC PRESSL!'.":E LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VA1.\/ES AND QUICK COUPLERS. ALL TWO (2) INCH AND LARGER SHPLL BE CLASS 315 POLYVINYL CHLORIDE (PVC) SIMPSON OR APPROVED EQUAL. ALL ONE AND ONE-HALF (1- 1/2) INCH AND SMALLER SHALL BE TYPE I, GRADE 2. DESIGNATED AS PVI'; 1220, SSHEDULE 40. PIPE BETWEEN THE METER AND THE BACKFLOW PREVENTER SHALL BE SCHEDULE K HARD COPPER. NOT APPLICABLE ON PRIVATE SYSTEMS PLASTIC NON-PRESSURE LINES: FOR PIPING DOWNLTREA\1 OF REMOTE CONTROL VALVES. TYPE 1, GRADE 2 (IMPA~"T MODIFIED), AS DESIGNATED AS PVC 1220. CLASS 200. (SDR21), CONFORMING TO COMMERCIAL STANDARDS CS256-63. ALL 1/2" PIPE SHALL BE SCHEDULE 40 PVC. IDENTIFICATION: FURNISH PLASTIC ?IPE CONTINUOUSLY AND 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. BRASS PIPE: BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. SLEEVES UNDER ROADWAYS SHALL BE SCHEDULE 80 PVC, BJRIED A MINIMUM OF 3G" DEEP, SLEEVES UNDER PAVED AREAS C,THER THAN ROADS SHALL BE SCHEDULE 40 PVC, BURIED A M NIMUM OF 18" DEEP. FITTINGS AND CONNECTIONS: POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE F"OR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND D2466. BRASS PIPE FITTINGS AND CONNECTION$: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. FOR COPPER TUBl~G. ANSI B 16.22 WROUGHT COPPER OR CAST BRASS, RECESSED SOLDER JOINT TYPE FITTINGS. SOLVENT CEMENTS SHALL COMPLY WITH ASTM D2564. SOCKET JOINTS SHALL BE MADE PER RECOMMENDED PROCEDURES FOR JOINING PVC PLASTIC PIPE AND FITTINGS WITH PVC SOLVENT CEMENT BY THE PIPE AND FITTING MANUFACTURER AND PROCEDURES OUTLINED IN THE APPENDIX OF ASTM D2564. THREAD LUBRICANT SHALL BE TEFLON RIBBON-TYPE, OR APPROVED EQUAL, SUITABLE FOR THREADED INSTALLATIONS AS PER MANUFACTURER'S RECOMMENDATIONS. VALVES: MANUFACTURER'S STANDARD, OF TYPE AND SIZE INDICATED. AND AS FOLLOWS: REMOTE CONTROL VALVES SHALL BE AS SPECIFIED IN DRAWINGS. VALVE SHALL BE OPERABLE MANUALLY WITHOUT ELECTRICITY. THE VALVE SHALL HAVE A PRESSURE REGULATING MODULE CAPABLE OF REGULATING OUTLET PRESSURE BETWEEN 15 AND 100 P.S.I. (+ 5 P.$.1.). MODULE SHALL HAVE AN ADJUSTING SCREW FOR SETTING PRESSURE AND A SCHRADER VALVE CONNECTION FOR MONITORING PRESSURE. PRESSURE REGULATOR SHALL BE ADJUSTED AT EACH VALVE FOR PROPER DOWNSTREAM PRESSURE REQUIRED. MASTER CONTROL VALVE SHALL BE TYPE AND SIZE SIZE AS INDICATED ON DRAWINGS. MANUAL AND ANTI-SIPHON CONTROL VALVES SHALL BE BRASS WITH NON-CORROSIVE INTERNAL PARTS AND CONVERTIBLE TO AUTOMATIC CONTROL. VALVES SHALL BE TYPE AND SIZE AS DESIGNATED ON THE DRAWINGS. QUICK COUPLER VALVES SHALL BE 1" SIZE: BRASS AND AS SPECIFIED ON THE DRAWINGS. QUICK COUPLER KEY SHALL BE OF BRASS/BRONZE WITH A HOSE BIBB ASSEMBLY. SUPPLY TWO (2) HOSE BIBB ASSEMBLIES PER CONTROLLER. BALL VALVES SHALL BE AS SPECIFIED IN THE PLANS. 2.4.2 2.5 2.5.1. 2.6. 2.6.1. 2.6.2. 2.7. 2.7.1. 2.8. 2.8.1, 2.8.2. 2.8.2.1. 2.8.2.2. 2.8.2.3. 2.8.2.4. 2.8.2.5. 2.8.2.6. 2.9. 2.9.1. 2.10. 2.10.1. 2.10.2. 2.10.3. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER$ SHALL BE BRASS, BRONZE, OR EPOXY COATED CAST IRON BODIE,$ WITH ALL BRONZE OR STAINLESS STEEL TRIM AND ALL MOVINcf PARTS 0. NON-CORROSIVE MATERIALS, AND SHALL COMPLETELY AND POSITIVELY PREVENT BACK-SIPHONING OF WATER. THE BACKFLOW PREVENTER ASSEMBLY SHALL INCLUDE INLET AND DISCHARGE SHUTOFF BALL VALVES WITH ALL RISERS, CONNECTORS. AND APPURTENCES OF CLASS 1 RED BRASS PIPE, CONFORMING TO WW0P-351, AND RED BRASS FITTINGS WITH PRESSURE RATING 1 CONFORMING TO WW-P-460. BACKFLOW PREVENTERS SHALL BE OF THE TYPE AND SIZE DESIGNATED ON THE DRAWINGS. ATMOSPHERIC AND ANTI-SIPHON BACKFLOW PREVENTER$ SHALL BE BRASS WITH NON-CORROSIVE PARTS AND SHALL COMPLETELY AND POSITIVELY PREVENT BACK-SIPHONING OF WATER. ANTI· SIPHON VALVES SHALL BE CONVERTIBLE TO AUTOMATIC CONTROL. BACKFLOW PREVENTER$ SHALL BE TYPE AND SIZE AS DESIGNATED ON THE DRAWINGS. SPRINKLER HEADS: SPRINKLER HEADS SHALL BE OF THE TYPES AND SIZES WITH DIAMETER (OR RADIUS) OF THROW, PRESSURE, NOZZLE DISCHARGE AND/OR OTHER DESIGNATIONS INDICATED ON THE DRAWINGS. ALL SPRINKLE::! HEADS OF THE SAME TYPE AND SIZE SHALL BE OF THE SAME MANUFACTURER. HEADS SHALL BE EQUIPPED WI I HALL OPTIONS AND EQUIPMENT PER THE IRRIGATION LEGEND VALVE BOXES: FOR REMOTE CONTROL VALVES: 10" X 19" NOM. PLASTIC VALVE BOX. FOR BALL VALVE: 10" X 19" NOM. PLASTIC VALVE BOX. CONCRETE THRUST BLOCK AND SUPPORTS: ALL CONCRETE WORK SHALL BE 2,000 PSI MINIMUM COMPRESSIVE STRENGTH AT TWENTY-EIGHT (28) DAYS, 5 SACK MIX, TOOL FINISHED ON EXPOSED SURFACES. AUTOMATIC CONTROL SYSTEM: GENERAL: FURNISH LOW VOLTAGE SYSTEM MANUFACTURED EXPRESSLY FOR CONTROL OF AUTOMATIC CIRCUIT VALVES OF UNDERGROUND IRRIGATION SYSTEMS. PROVIDE UNIT OF CAPACITY TO SUIT NUMBER OF CIRCUITS AS INDICATED, AUTOMATIC CONTROLLER: CONTROLLER SHALL BE FURNISHED AND INSTALLED COMf>LETE WITH ALL ELECTRICAL CONNECTIONS, READY FOR OPERATION, AND WITH OPTIONS SPECIFIED HEREIN. CONTROLLER SHALL BE THE LATEST MODEL OF THE PARTICULAR MANUFACTURER SUPPLIED. UNIT SHALL HAVE AN INPUT OF 1101120 VOLT, 60 CYCLE, BE COMPLETELY AUTOMATIC AND SHALL FUNCTION OPTIONALLY WITH OR WITHOUT THE CLOCK. UN IT SHALL HAVE A SECONDARY OUTPUT OF 24/28 VOLT, 60 CYCLE. ANY STATION MAY BE REF'EATED INDEPENDENTLY IN ANY 24 HOURS. STATIONS SHALL BE ADJUSTABLE TO 1 MINUTE TO 59 MINUTES. MECHANISM SHALL BE HOUSED IN A STURDY, VANDAL-PROOF ENCLOSURE, MANUFACTURED OF 14 GAUGE STEEL, OR CASE ALUMINIUM; FURNISHED FOR MAXIMUM PROTECTION, AS CALLED FOR ON THE DRAWINGS (SIZE AS REQUIRED). AUTOMATICCONTROLWIRE: o:1'14 /5/..E:,C-1'f"JCAL,1 ./:t/i, C-011Mo/-.J. ELECTRIC WIRING RUNS FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE SOLID, SINGLE CONDUCTOR, COPPERWIRE, 4/64 IN. INSULATION, 4/64 IN, NEOPRENE JACKET, STYLE DB (DIRECT BURIAL) OR EQUAL, RED WIRES TO EACH VALVE, COMMON WIRE SHALL BE BLACK SOIL MOISTURE SENSOR DEVICE: THESE ARE DEVICES PLACED IN THE GROUND TO MONITOR THE AMOUNT OF WATER MOISTURE IN THE SOIL. THE DEVICE SHALL BE SOLID STATE AND INSTALLED PER MANUFACTURERS SPECIFICATIONS. THE DEVICES SHALL BE LOCATED PER THE DRAWINGS AND SUBJECT TO FIELD APPROVAL BY THI: LANDSCAPE ARCHITECT. "AS BUILT" APPROVED FDR PLANTING AND IRRIGATION □NL Y, DATE INCLUDING PRECISE LOCATION RCE EXP. OF PLANTING AREAS. REVIEWED BY: ··--INSPECTOR 0/ITE ~ CITY OF CARLSBAD ~ PLANNING DEPARTMENT . 6 GENERAL ANO IRRIGATION SPECIFICATIONS FOR: THE RANCH RANCHO VERDE, UNITS 2 & 3 , , -£~ - I APPROVED: 1-~1-,z ~· . -DA DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: PROJECT~ DRAWING NO. REVISION DESCRIPTION CHKD BY: CT-89-18-2 347-8L ENGINEER Of WORK OlHER APPROVAL CITY APPROVAL FIELD BY: - ..... -----------------------------------------------------------------------------------------------------------------------.-~l"l'I""...------' C.M.W,O. 93-308 ' 2. DRIP IRRIGATION EMITTERS THE EMITTER SHALL HAVE A 1/2 INCH FEMALE NATIONAL P JHREAD (FNPT) INLET FOR CONNECTING TO THE PIPIN STEM. 2.11.2. ITTER SHALL BE A PRESSURE COMPENSAT G TYPE 2.11.3 2.11.4. 2.11S 2.11.6. 2.12. OF HAVING A DISCHARGE RATE FRO TO 6 GALLONS PER Hot WITH ONLY ONE OUTLET OPEN IN ALLY AND THE PROVISION RADDING ADDITIONAL OUT S THE EMITTER SHA OPERATE WITH PRESSURE RANGE OF 5 - 60 P.S.I. THE EMITTER BODY RESISTANT ACETAL ISTANT). THE FLOW REGULATING DIAPH OF SILICONE RUBBER. THE EMITTER SH FILTRATION. RATING WITH 140 MESH . THE EMITTER SHALL BE MANUFA VED EQUIVALENT. CK VALVES CHECK VALVES AND/OR ANTI-DRAIN VALVES SHALL BE REQUI D TO PREVENT LOW HEAD DRAINAGE OF IRRIGATION WATER FRO SPRINKLER SYSTEM DUE TO CHANGES IN ELEVATION. PART 3 -EXECUTION 3.1. SYSTEM DESIGN: 3.1.1. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO PROCEEDING WITH WORK UNDER THIS CONTRACT. 3.1.2. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES SUCH AS POWER, TELEPHONE, DOMESTIC WATER, WATER, AND TILE DRAINS. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR WHEN EXCAVATING OR WORKING IN THESE AREAS AND COORDINATION AND COOPERATION BETWEEN THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR IS REQUIRED AS THE WORK PROGRESS TO THE AREA. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO REPRESENTATIVE AS WORK PROGRESSES TO UNDERGROUND UTILITY AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES. 3.1.3. SHOULD UTILITIES NOT LOCATED OR MARKED BE FOUND DURING EXCAVATION, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER AND SHALL DISCONTINUE WITH WORK IN THE AREA, EXCEPT NECESSARY EMERGENCY WORK, TO REPAIR OR PREVENT DAMAGE UNTIL INSTRUCTIONS ARE GIVEN TO THE CONTRACTOR BY THE OWNER'S REPRESENTATIVE. 3.1.4. FAILURE TO NOTIFY THE OWNER OF DISCOVERY OF SUCH UTILITIES OR DAMAGE THERETO WILL RESULT IN THE CONTRACTOR BEING LIABLE FOR ANY AND ALL DAMAGE CAUSED TO THE UTILITIES AS A RESULT OF HIS ACTIONS. 3.1.5. THE CONTRACTOR SHALL, BEFORE STARTING WORK ON THE SPRINKLER SYSTEM. CAREFULLY NOTE ALL FINISH GRADES IN ORDER TO SATISFY HIMSELF THAT HE MAY PROCEED WITH THE WORK, AND TO RESTORE FINISH GRADES TO ORIGINAL CONTOURS BEFORE COMPLETION. 3.1.6. THE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE, SHALL BE COORDINATED WITH THE LANDSCAPE DRAWINGS TO AVOID INTERFERING WITH THE TREES, SHRUBS, OR OTHER PLANTING. 3.1.7. LAY OUT SPRINKLER HEADS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCE BETWEEN SITE AND DRAWINGS. ANY SUCH DEVIATIONS IN LAYOUT SHALL BE WITHIN THE INTENT OF THE ORIGINAL DRAWINGS, AND WITHOUT ADDITIONAL COST TO THE OWNER. WHEN DIRECTED BY THE OWNER, THE LAYOLT !':HALL BE APPROVED BEFORE INSTALLATION. 3.1.8. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWING WHEN IT IS OBVIOUS IN THE FIELD THAT PREVIOUSLY UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST, THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 3.1.9. WATER SUPPLY: THE CONTRACTOR SHALL CONNECT TO THE WATER SOURCE AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL VERIFY STATIC PRESSURE AS STATED ON THE PLANS PRIOR TO BEGINNING WORK. IF STATIC PRESSURE OR POINT OF CONNECTION DIFFER FROM THAT SHOWN ON THE PLANS, THE CONTRACTOR WILL PROMPTLY NOTIFY LANDSCAPE 3.1.10. 3.2. 3.2.1. 3.2.1.1. 3.2.1.2. 3.2.1.2.1. 3.2.1.2.2. 3.2.1.2.3 3.2.1.2.4. 3.2.1.2.5 3.2.1 ,3. 3.2.1.4. 3.2.1.5. ARCHITECT BEFORE STARTING WORK. WORKMANSHIP AND PROCEDURE: THE ROUTING OF THE PRESSURE SUPPLY LINES AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC. LOCATE ALL PRESSURE SUPPLY LINES IN PLANTING AREAS. CROSS PERPENDICULAR UNDER PAVEMENT IN A SLEEVE AS DESCRIBED IN THESE SPECIFICATIONS. INSTALLATION: GENERAL: UNLESS OTHERWISE INDICATED, COMPLY WITH REQUIREMENTS OF UNIFORM PLUMBING CODE. EXCAVATION OF TRENCHES: EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. DEPTH OF COVER: POLYVINYL CHLORIDE PRESSURE UNE .................. 18" MIN. POLYVINYL CHLORIDE NON-PRESSURE LINE ....... 12" MIN. POLYVINYL CHLORIDE ROAD SLEEVE ...................... 3G" MIN. POLYVINYL CHLORIDE SLEEVE ................................. 18" MIN. DISTRIBUTION DRIP TUBING ....................................... .4" MIN. SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE (1) INCH DIAMETER, DEBRIS, ANO LITTER PRIOR TO USE AS BACKFILL. REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMP SOIL AROUND PIPE AND THOROUGHLY COMPACT ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. 3.2.1.6. 3.2.2. 3.2.2.1. 3.2.2.2. 3.2.2.3. 3.2.2.4. 3.2.2.5. 3.2.2.6. 3.2.2.7. 3.2.2.8. 3.2.2.9. 3.2.2.1 o. 3.2.2.11. 3.2.2.12. 3.2.3. 3.2.3.1. 3.2.3.2. 3.2.4. 3.2.4.1. 3.2.4.2. 3.2.4.3. 3.2.4.4. 3.2.4.5. 3.2.4.6. 3.2.4.6.1. 3.2.4.6.2. 3.2.4.6.4. 3.2.4.7. 3.2.5. 32.5.1. 3.2.5.2. 3.2.5.3. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS. PRC'VIDE BACKFILL UNDER, AROUND AND ABOVE TOP OF PIPE FOR PVC PLASTIC PIPE AND BRASS PIPING. INSTALLATION OF POLYVINYL CHLORIDE PIPE: BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. 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 BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNLESS SUCH DENT OR DAMAGED SECTION IS CUT OUT AND PIPE REJOINED WITH A COUPLING. 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. PIPE ENDS AND FITTINGS SHALL BE WIPED WITH "MEK" PRIMER, OR APPROVED EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELLED TO REMOVE BURRS AND EXCESS MATERIAL BEFORE FITTING AND GLUING TOGETHER. PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR SITE OBSERVATION DURING TESTING. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL SITE OBSERVATION HAS BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE MINIMUM OF 4" OF CLEARANCE BETWEEN PIPES SHARING THE SAME TRENCH. INSTALLATION OF METAL PIPE: CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OF BURRS SO SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. CAREFULLY AND SMOOTHLY PLACE THREAD LUBRICANT ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. REMOTE CONTROL WIRING: 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 AND MAINTENANCE OF VALVES. INSTALL CONTROL WIRES AT LEAST 12" BELOW FINISH GRADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AT TERMINAL POINTS. INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. INSTALL AN EXTRA COMMON AND TWO EXTRA CONTROL WIRES ON EACH LEG OF MAINLINE TO THE FARTHEST RCV BACK TO THE CONTROLLER. INSTALL CONTROL WIRES IN SLEEVES SEPARATE FROM PIPING. CONTROL WIRE SPLICES: ALLOWED ON~Y ON RUNS OF MORE THAN 300-FEET. SPLICES AS FOLLOWS: STRIP OFF MINIMUM OF 2-112" OF INSULA "ION FROM EACH WIRE. TWIST ON SCOTCHLOK ELECTRICAL SPRING CONNECTOR, MINIMUM FOUR COMPLETE TURNS. SEAL CONNECTOR IN EPOXY RESIN AND BURY IN A ROUND VALVE BOX WITH A TWO FOOT EXPANSION LOOP. TAPE COMPLETED SPLICE WITH SCOTCH 33 ELECTRICAL TAPE. NUMBERING AND TAGGING: IDENTIFY DIRECT BURIAL CONTROL WIRES FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TAGGING WIRE WITH NUMBER OF CONNECTED VALVES AUTOMATIC SPRINKLER CONTROLLER: AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN AND AS 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. CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN AUTOMATIC CONTROLLER ENCLOSURE. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN INSOFAR AS POSSIBLE. ELECTRICAL WIRING SHALL BE ON A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. THE 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. 3.2.5.4. 3.2.5.5. 3.2.6. 3.2.6.1. 32.7. 3.2.7.1. 3.2.8. 3.2.8.1. 3.2.8.2. 3.2.9 3.2.9.1. 3.2.10. 3.2.10.1. 3.2.11. 3.2.11.1. 3.2.12. 3.2.12.1. 3.2.12.2. 3.2.13. 3.2.13.1. 3.2.14. 3.2.14.1. 3.2.14.2. 3.2.14.3. 3.2.15. 32.15.1. 3.2.15.2. 3.2.15.2.1. 3.2.15.2.2. 3.2.15.2.3. 3.2.15.3. 3.2.15.4. CONTROLLERS SHALL HAVE A MASTER SWITC:H. IT SHALL BE POSSIBLE TO OPERATE EACH VALVE MANUALLY INDEPENDENT OF THE CLOCK OR ANY OTHER VALVE. CONTRACTOR SHALL SUPPLY AND INSTALL A MANUFACTURER APPROVED BATTERY IN CONTROLLER TO PREVENT LOSS OF PROGRAM. REMOTE CONTROL VALVES: . INSTALL REMOTE CONTROL VALVES IN SHRUB AREA ONLY AT LOCATIONS APPROXIMATELY AS SHOWN ON THE DRAWINGS, WITH A COVER OF 8 INCHES MINIMUM OVER TOP OF FLOW CONTROL STEM. INSTALL A UNION TYPE CONNECTION. FIT WITH PLASTIC VALVE BOX AND COVER. VALVE BOX: INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. SPRINKLER HEADS: ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. ADJUST NOZZLES ARCS AND PRESSURE COMPENSATING DEVICES TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT TO DO SO. CHECK VALVES CHECK VALVES SHALL BE INSTALLED WHEREEVER INDICATED AND NECESSARY TO PREVENT LOW HEAD DRAINAGE AFTER THE SYSTEM IS SHUT OFF, QUICK COUPLER ASSEMBLY: INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET ALL VALVES PLUMB AND TRUE TC-FINISH GRADE AND A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. BALL VALVES: INST,4LL APPROXIMATELY WHERE SHOWN AND AS DETAILED. FIT WITH PLASTIC VALVE BOX AND COVER. BACKFLOW PREVENTER: BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAWINGS ADJACENT TO THE POINT OF CONNECTION, AND SHALL CONFORM TO ALL APPLICABLE HEALTH CODE AND ORDINANCE REQUIREMENTS. EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE. THRUST BLOCKS AND FOOTINGS: THRUST BLOCKS AND FOOTINGS SHALL BE PLACED ON NINETY· PERCENT (90%) MINIMUM COMPACTED OR UNDISTURBED SUBGRADE. CONSTRUCT TO SHAPES SPECIFIED AND PARALLEL TO WALKWAYS. TOOL FINISH EXPOSED SURFACE. FLUSHING OF SYSTEMS: AFTER PIPING AND RISERS ARE IN PLACE, BUT PRIOR TO THE INSTALLATION OF THE SPRINKLER HEADS, A FULL HEAD OF WATER SHALL BE USED TO FLUSH OUT THE SYSTEM. AFTER SYSTEM IS THOROUGHLY FLUSHED, CAP ALL RISERS. CONNECTION TO MAIN: CONNECT TO EXISTING SERVICE LINE AT LOCATION INDICATED. DIELECTRIC PROTECTION: USE DIELECTRIC FITTINGS AT CONNECTION WHERE PIPES OF DISSIMILAR METAL ARE JOINED. TESTING: GENERAL: NOTIFY LANDSCAPE ARCHITECT IN WRITING WHEN TESTING WILL BE CONDUCTED. CONDUCT TESTS IN PRESENCE OF THE LANDSCAPE ARCHITECT AND CITY INSPECTOR PRESSURE TEST ALL PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 125 LBS. PER SQUARE INCH AND ALL 3.3. 3.3.1. 33.2. 3.3.2.1, 3.3.2.2. 3.3.2.3. 3.3.2.4. 3.4. 3.4.1. 3.4,2. 3.4.3. 3.4.4. 3.4.5. 3.4.6. 3.4.6. SITE OBSERVATION VISITS BY THE ARCHITECT: IN ALL CASES WHERE SITE OBSERVATION VISITS OF THE IRRIGATION SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR SITE OBSERVATION OF THE ARCHITECT OR HIS REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY THE CITY IN~~or--4 ARCHITECT AT LEAST THREE (3) WORKING DAYS IN ADVANCE OF THE TIME SUCH SITE OBSE,RVATION ANO/OR DIRECTION IS REQUIRED. SITE OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: UPON INSTALLATION AND TESTING OF 5~Je:';':,, HA1H1-1rt1c-e 4' LATERAL LINES; WHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED. UPON INSTALLATION AND TESTING OF VALVES, QUICK COUPLERS, DEVICES, AUTOMATIC CONTROLLERS, AND CONTROL VALVES AND WIRES. WHEN THE SPRINKLER SYSTEM IS COMPLETED PRIOR TO PLANTING, THE CONTRACTOR, IN THE PRESENCE OF THE CIT"T lrl'C,f~ror-4 ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE OF WATER AFFORDED THE LAWN AND PLANTING AREAS IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES. FINAL SITE OBSERVATION VISIT BY THE ARCHITECT AND PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL SITE OBSERVATION OF THE SPECIFIED LANDSCAPE MAINTENANCE PERIOD WORK. RECORD DRAWINGS: BEFORE FINAL ACCEPTANCE OF WORK, THE CONTRACTOR SHALL PROVIDE A RECORD SET OF DRAWINGS SHOWING THE SPRINKLER SYSTEM WORK. INFORMATION SHALL BE ON BROWN LINE SEPIA TRANSPARENCIES FOR REPRODUCTION PURPOSES. ANY CHANGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOWN ON DRAWINGS SHALL BE SO INDICATED ON THE RECORD DRAWINGS. VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS SHALL BE SHOWN ON THE RECORD DRAWINGS. ALL REMOTE CONTROL VALVES, SHUT-OFF VALVES, QUICK COUPLER VALVES SHALL BE LOCATED BY MEASURED DIMENSIONS. DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS AND SHALL BE TO THE NEAREST FOOT. ON THE INSIDE SURFACE OF THE COVER OF EACH AUTOMATIC CONTROLLER, PREPARE AND MOUNT A COLOR-CODED CHART SHOWING THE VALVES, MAINLINE. AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DRAWINGS. ONLY THOSE AREAS CONTROLLED BY THAT CONTROLLER SHALL BE SHOWN. THIS CHART SHALL BE A PLOT PLAN, ENTIRE OR PARTIAL, SHOWING BUILDING, WALKS, ROADS AND WALLS. A PHOTOSTATIC PAINT OF THIS PLAN. REDUCED AS NECESSARY AND LEGIBLE IN ALL DETAILS, SHALL BE MADE TO A SIZE THAT WILL FIT INTO THE CONTROLLER COVER. THIS PAINT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND SHALL BE HERMETICALLY SEALED BY PLASTIC. THIS PLAN SHALL THEN BE SECURED TO THE BACK OF THE ENCLOSURE DOOR. ON THE INSIDE SURFACE OF EACH REMOTE CONTROL VALVE BOX, WRITE THE VALVE DESIGNATION NUMBER IN PERMANENT BLACK MARKER OR PAINT. DO NOT WRITE ON VALVE BOX LID. IMMEDIATELY UPON THE INSTALLATION OF ANY BURIED PIPE OR EQUIPMENT, THE CONTRACTOR SHALL INDICATE ON THE DRAWINGS THE LOCATIONS OF SAID EQUIPMENT. DIMENSIONS SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH AS BUILDINGS, SIDEWALKS, CURBS AND DRIVEWAYS. NON PRESSURE LINES SHALL BE TESTED UNDER THE EXISTING STATIC PRESSURE AND BOTH BE PROVEN WATERTIGHT. (CONTRACTOR TO SUPPLY ALL EQUIPMENT NEEDED FOR TESTING.) END OF SECTION 02810 PRESSURE SHALL BE SUSTAINED IN THE LINES FOR NOT LESS THAN FOUR HOURS. IF LEAKS DEVELOP, THE JOINTS SHALL BE REPLACED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEM IS PROVEN WATERTIGHT. TESTS SHALL BE OBSERVED AND APPROVED BY THE Crrf-1,-+~01"---◄ LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO BACKFILL. BACKFILLING TRENCHES PRIOR TO INSPECTION WILL NOT BE ALLOWED AND ALL PREMATURELY FILLED TRENCHES SHALL BE SUBJECT TO REOPENING AS DIRECTED BY THE LANDSCAPE ARCHITECT. COVERAGE TESTING: PERFORM OPERATIONAL TESTING AFTER HYDROSTATIC TESTING IS COMPLETED, BACKFILL IS IN PLACE, AND SPRINKLER HEADS ADJUSTED TO FINAL POSITION. AFTER COMPLETION OF LANDSCAPE WORK, CAREFULLY ADJUST HEADS SO THEY WILL BE FLUSH WITH LAWN AREAS OR NOT MORE THAN 1/2" ABOVE FINISH GRADE IN GROUNDCOVER AREA. . ':c . .,,.j,: ,, ... ' 7'/"f;.;.;;~,\" -,. AOL · rm Planning ~!!El Associates _______J.willlm Land Planning Landscape Architecture 5962 La Place Court. Suite 205 Carlsbad, CA. 92008 (619) 93Hl637 FAX:(619) 931-2645 Date ".':>-1.--"'fl,, Job NO. Scale Drawn By: . DATE INITIAL :NGINEER OF WORK REVISION DESCRIPTION "AS BUILT" APPROVED FDR PLANTII\JG AND IRRIGATION □NL Y, DATE INCLUDING PRECISE LOCATION RCE EXP. OF PLANTING AREAS, REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 7 PLANNING DEPARTMENT 9 IRRIGATION SPECIFICATIONS FOR: ' THE RANCH !=lANCHO VERDE, UNITS 2 & $ _, ., .. ~ APPROVED: z:j~t?f._ /•ff-97 • ~-DI " DATE INl11AL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: CT-89-18-2 347-SL OTI-IER APPROVAL CITY APPROVAL FIELD BY: C.M.W.D. 93-308 • \ SECTION 2811 • RECLAIMED WATER IRRIGATION SYSTEM PART 1 -GENERAL 1.1. RELATED DOCUMENTS 1.1.1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.1.2. THESE SPECIFICATIONS COVER AUTOMATICALLY CONTROLLED IRRIGATION SYSTEMS, INCLUDING ALL TRENCHING, BACKFILLING AND COMPACTING; SLEEVES, INSTALLATION OF PIPE, VALVES, IRRIGATION HEADS. FITTINGS, AND ALL OTHER APPURTENANCES; CONNECTIONS TO WATER SERVICES, TESTING; INSTALLATION OF CONTROLLERS, ELECTRICAL CONNECTIONS AND WIRING; ADJUSTMENT OF SYSTEMS; NECESSARY ACCESSORIES AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 1.2 REQUIREMENTS 1.2.1 ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE PUBLISHED BY THE WESTERN PLUMBING OFFICIALS ASSOCIATION, ALL STATE AND LOCAL CODES AND REGULATIONS. SHOULD THE CONSTRUCTION DOCUMENTS OR INSTRUCTIONS BE AT VARIANCE WITH THE AFOREMENTIONED RULES AND REGULATIONS, NOTIFY THE CARLSBAD MUNICIPAL WATER DISTRICT AND AWAIT THEIR INSTRUCTIONS BEFORE PROCEEDING WITH THE WORK AFFECTED. 1.2.2 1.2.3 1.2.4 1.2.5 1.3 1.3.1 1.3.2 1.3.3 1.4 1.4.1 1.4.1.1 1.4.1.2 1.4.1.3 1 .4.1.4 1.4.1.5 1.4.1.6 1.4.1.7 1.4.2 1.4.3 1.4.4 MANUFACTURER'S DIRECTIONS: MANUFACTURER'S DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURER OR ARTICL'":S USED IN THIS CONTRACT FURNISH DIRECTIONS COVERI\JG POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. MANUFACTURER'S WARRANTIES: MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE LIABILITIES UNDER GUARANTEE. THE CARLSBAD MUNICIPAL WATER DISTRICT MAY AT THIS OPTION, REQUIRE A MANUFACTURER'S WARRANTY ON ANY PRODUCT PROPOSED FOR USE. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, OR IF DISCREPANCIES IN THE CONSTRUCTION DETAILS, LEGEND, OR SPECIFIC NOTES ARE DISCOVERED. ALL SUCH OBSTRUCTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CARLSBAD MUNICIPAL WATER DISTRICT IN THE EVENT THIS IS NOT DONE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE NECESSARY-REVISIONS. DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC. WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF HIS WORK ANO PLAN HIS WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING ANO ARCHITECTURAL FEATURES. PROTECTION AND DAMAGE PROTECT WORK AND MATERIALS FROM DAMAGE DURING CONSTRUCTION AND STORAGE. PVC PIPE AND FITTINGS SHALL BE PROTECTED FROM DIRECT SUNLIGHT. ASSUME ALL RESPONSIBILITY FOR DAMAGE TO EXISTING CONSTRUCTION AND RESTORE TO ITS ORIGINAL CONDITION SHOULD DAMAGE OCCUR AS A RESULT OF THIS WORK. CONTRACTOF-1 SHALL SECURELY COVER OPENINGS INTO SYSTEM AND COVER APPARATUSES, EQUIPMENT, AND APPLIANCES BOTH BEFORE AND AFTER BEING SET IN PLACE TO PREVENT OBSTRUCTION IN THE PIPES AND PREVENT BREAKAGE, MISUSE, OR DISFIGUREMENT OF THE APPARATUSES, EQUIPMENT OR APPLIANCES. RECORD DRAWINGS RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS INCLUDING THOSE INVOLVING BOTH CONSTANT-PRESSURE AND INTERMITTENT-PRESSURE LINES AND APPURTENANCES. ALL CONCEPTUAL OR MAJOR DESIGN CHANGES, INCLUDING ANY CHANGES THAT MAY BE AFFECTED BY THE REQUIREMENTS OF THESE STANDARD SPECIFICATIONS, SHALL BE APPROVED BY THE DISTRICT BEFORE IMPLEMENTING THE CHANGE IN THE CONSTRUCTION CONTRACT. FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT IN TERMINATION OF SERVICE. UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION AND DIMENSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS. FACILITIES AND ITEMS TO BE LOCATED AND VERIFIED ON THE RECORD DRAWINGS SHALL INCLUDE THE FOLLOWING: POINT OF CONNECTION .!f-All-su~.!c-1/E.5 ROUTING OF SPRINKLER PRESSURE LINES GATE VALVES SPRINKLER CONTROL VALVES QUICK-COUPLING VALVES ROUTING OF CONTROL WIRES OTHER RELATED EQUIPMENT AS SPECIFIED BY THE DISTRICT OR THE OWNER CHANGES AND DIMENSIONS SHALL.BE RECORDED IN A LEGIBLE AND WORKMANLIKE MANNER ON A SET OF APPROVED LANDSCAPE PLANS. THESE RECORD CONSTRUCTION DRAWINGS SHALL BE MAINTAINED AT THE JOB SITE DURING CONSTRUCTION. UPON COMPLETION OF THE CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT THE AS-BUILT INFORMATION TO THE LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO SUBMITTAL TO THE CITY FOR REVIEW AND APPROVAL BY THE CITY INSPECTOR. THE CITY SHALL RETURN THE APPROVED AS-BUILT INFORMATION ALONG WITH THE ORIGINAL SIGNED MYLARS TO THE LANDSCAPE ARCHITECT FOR TRANSFER OF THE AS"BUILT INFORMATION ONTO THE MYLARS. THE APPLICANT, OWNER, OR CUSTOMER SHALL PROVIDE THREE (3) SETS OF IRRIGATION IMPROVEMENT PLANS AND COMPLETE SET OF AS-BUILT REPRODUCIBLE PHOTOGRAPHIC MYLARS. PRIOR ARRANGEMENTS MUST BE MADE WITH THE DISTRICT IF WATER SERVICE IS TO BE PROVIDED PRIOR TO AS-BUILT LINE SUBMITTAL. FAILURE TO PROVIDE RECORD DRAWINGS WILL RESULT IN TERMINATION OF SERVICE, 1 .5 1.5.1 1.5.1.1 1.5.1.2 1.5.1.3 1.5.1.4 1.5.2 1.6 1.6.1 1.6.2 1.7 1.7.1 1.7.2 1.8 1.8.1 CONTROLLER CHARTS CONTROLLER CHARTS SHALL BE PREPARED, Al"PFIOVEB B'( Tl IE DISTRICT, AND PLACED IN THE CONTROLLERS BEFORE COMMENCING SERVICE. CONTROLLER CHARTS PREPARED AS SET FORTH BELOW: PROVIDE ON CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER SHOWING THE AREA COVERED BY THE CONTROLLER. THE CHART SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW. THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS- BUILT SYSTEM. THE LINE WEIGHTS AND LETTERING ON THE ORIGINAL CONTROLLER CHART DRAWING SHALL BE SO DRAWN THAT THE REDUCED CHART IS CLEARLY READABLE. ' THE CHART SHALL BE A BLACKLINE PRINT WITH A DIFFERENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. WHEN COMPLETED AND APPROVED, THE CHARTS SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC. EACH PIECE BEING A MINIMUM OF TEN (10) MILS THICK. FAILURE TO PROVIDE CONTROLLER CHARTS WILL RESULT IN TERMINATION OF SERVICE. CONTROLLER ACCESS ISTRICT RESERVES THE RIGHT TO HAVE COMP CCESS TO TH TROLLER CLOCKS FOR REASONS OF ITORING AND CONTROLLI "'"-"'v'STEM FAILURES. THE AP'"-""'"NT, OWNER, OR CUSTOMER SHALL VIDE THE DIS WITH TWO SETS OF ALL KEYS NECESSARY FOR ~GE.SS.:R'J HE CONTROLLER CLOCKS WITHIN THE DESIGN AREA.~..,. SWILL THEN BECOME THE ICT. IF THE EM IS CONVERTED TO A POTABLE WAT=o-.-,uPPLY AS PROVIDED F SECTION 1-11 HEREIN, T EYS WILL BE RETURNED TO THEO . THE DIS IS NOT RESPONSIBLE FOR LOSS OR DAMAG NY _...,..,,.,NTROLLER. IDE KEYS WILL RE:SU SERVICE AS SET FO ANO BCGULATIOM~~ - OF THE DISTRICT'S RULES ~--- CONVERSION FROM A POTABLE TO RECLAIMED WATER SUPPLY ALL IRRIGATION FACILITIES CONVERTING FROM A POTABLE TO A RECLAIMED WATER SUPPLY SHALL CONFORM TO THE DISTRICT'S CONSTRUCTION SPECIFICATIONS AS CONTAINE:D HEREIN. THE FACILITIES TO BE CONVERTED SHALL BE INVESTIGATED IN DETAIL INCLUDING REVIEW OF ANY RECORD DRAWINGS, PREPARATION OF REQUIRED REPORTS, AND DETERMINATIONS BY THE DISTRICT OF MEASURES NECESSARY TO BRING THE SYSTEM INTO FULL COMPLIANCE WITH THESE STANDARD SPECIFICATIONS. THE APPLICANT, OWNER, OR CUSTOMER SHALL PAY ALL COSTS TO CONVERT THE SYSTEM AT NO COST TO CARLSBAD MUNICIPAL WATER DISTRICT. GUARANTEE ALL WORK SHALL BE GUARANTEED IN WRITING FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE AGAINST ALL DEFECTS IN MATERIALS, EQUIPMENT AND WORl'MANSHIP. GUARANTEE SHALL ALSO COVER REPAIR OR DAMAGE Tfl ANY PART OF THE PREMISES RESULTING FROM LEAKS OR OTHER IJEFECTS IN MATERIAL, EQUIPMENT, AND WORKMANSHIP. TG ""I IE 8MIBFAGTl9'• er Tl IE GARLGBAD MLJ,jJGIPAL 'NATER DISTRIOF. REPAIRS IF REQUIRED SHALL BE DONE PROMPTLY UPON NOTIFICATION BY 0 ROJECT OWNER'S REPRESENTATIVE, AT NO COST TO THE OW"JER OR AT NO COST TO CARLSBAD MUNICIPAL WATER DISTRICT. 1.9 EXISTING SITE CONDITIONS 1 .9.1 THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. SHOULD UTILITIES NOT SHOWN ON THE PLANS BE FOUND DURING EXCAVATIONS, CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE FOR INSTRUCTIONS AS TO FURTHER ACTION. FAILURE TO DO SO WILL LEAVE THE CONTRACTOR LIABLE FOR ANY AND ALL DAMAGES THERETO ARISING FROM HIS OPERATIONS SUBSEQUENT TO DISCOVERY OF SUCH UTILITIES NOW SHOWN ON THE DRAWINGS, PART 2 -PRODUCTS 2.12 2.1.1 2.2 2.2.1 2.2.1.1. 2.2.1.2. 2.2.1.3. SUMMARY ALL MATERIALS THROUGHOUT THE SYSTEM SHALL BE NEW, UNUSED AND IN PERFECT CONDITION. REFER TO IRRIGATION MATERIAL LEGEND, NOTES AND DETAIL DRAWINGS FOR SPECIFIC EQUIPMENT TO BE USED. SUBSTITUTIONS WILL ONLY BE ACCFDTED WHEN APPROVED BY THE CARLSBAD MUNICIPAL WATER DISTRICT. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE SUCH MATERIALS FROM THE SITE AT HIS EXPENSE. EQUIPMENT TO BE FURNISHED SUPPLY AS A PART OF THE CONTRACT THE FOLLOWING TOOLS: TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING, AND ADJUSTING EACH TYPE OF SPRINKLER AND VALVE ON THIS PROJECT. TWO (2) KEYS FOR EACH AUTOMATIC CONTROLLER. ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVEL FOR THE QUICK COUPLING VALVE INSTALLED. 2,3 2.3.1 2.3.2 2.3.2.1 2.3,2.2 2.3.2.3 2.3.2.4 2.3.2.5 2.3.2.6 PVC PRESSURE MAINLINE PIPE AND FITTINGS ALL BURIED rRIVATE PIPING IN THI:: HECLAIMED WATER SYSTEM SHALL BE INS1"ALLED WITH WARNING TAPE IDENTIFYING IT AS RECLAIMED WATER WITH THE EXCEPTION OF INTERMITTENT PRESSURE LINES. INTERMITTENT PRESSURE LINES (LINES ON THE DOWNSTREAM SIDE OF A CONTROLLER VALVE THAT WILL NOT BE SUBJECT TO CONSTANT PRESSURE) MAY BE EXCEPTED AS LONG AS IT IS APPARENT, DUE TO LINE SIZE AND LOCATION AS DETERMINED SOLELY BY THE DISTRICT ENGINEER OR INSPECTOR, THAT THE LINES ARE PART OF A RECLAIMED WATER SPRINKLER IRRIGATION SYSTEM. STENCILED PIPE, AS SPECIFIED BELOW, WILL BE ACCEPTED IN CONJUNCTION WITH WARNING TAPE. PRESSURE MAINLINE PIPING FOR SIZES 2" AND LARGER SHALL BE PVC CLAJS 315, AND SHALL BE PURPLE. PIPE SHALL BE ,\AADE FROM AN NSF APPROVED TYPE 1, GRADE 1, PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATIONS 'D1784". ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATIONS PS-22" 70, WITH AN APPROPRIATE STANDARD DIMENSION (S.D.R.)-(SOLVENT WELD PIPE). PRESSURE MAINLINE PIPING FOR SIZES 1 1/2" AND $MALLER .SHALL BE PVC SCHEDULE 40 WITH SOLVENT WELDED JOINTS, AND SHALL BE PURPLE. PIPE SHALL BE MADE FROM NSF APPROVED TYPE 1, GRADE 1, PVC COMPOUND CONFORMING TO THE ASTM RESIN SPECIFICATIONS "D1785". ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATION PS-21-70. PVC SOLVENT-WELD FITTINGS SHALL BE SCHEDULE 40, 1-2, 11·1 NSF APPROVED CONFORMING TO ASTM TEST PROCEDURE D2466. SOLVENT CEMENT AND PRIMER FOR PVC SOLVENT WELD PIPE AND FITTINGS SHALL BE OF TYPE AND INSTALLATION METHODS PRESCRIBED BY THE MANUFACTURER. 2.3.2.7 2.3.2.7.1 2.3.2.7.2 2.3.2.7.3 2.3.2.7.4 2.3.2.7.5 2.3.2.7.6 ALL PVC PIPE MUST BEAR THE FOLLOWING MARKINGS, MANUFACTURER'S NAME NOMINAL PIPE SIZE SCHEDULE OR CLASS PRESSURE RATING IN P.$.1. NSF (NATIONAL $ANITATION FOUNDATION) APPROVAL DATE OF EXTRUSION 2.3.2.8 2,3,3 2.3.4 2.4 2.4.1 2.4.2 2.4.3 2.4.4 2.5 2.5.1 2.6 2.6.1 2.6.1 ALL FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OF lRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE 1.P.S. SCHEDULE AND NSF SEAL OF APPROVAL. A.C.P .. 4" AND ABOVE, SHALL HAVE THE WORDS "RECLAIMED WATEE)" STENCILED IN 2-INCH GREEN LETTERS ON BOTH SIDES OF THE PIPE IN AT LEAST THREE PLACES IN A 13-FOOT SECTION OF PIPE (TOTAL OF SIX PLACES PER SECTION QC PIPE). ALL PIPE SHALL HAVE STENCILING APPEARING ON BOTH SIDES OF THE PIPE WITH THE MARKING "RECLAIMED WATER" IN 518" LETTERS REPEATED EVERY 12 INCHES. PVC NON-PRESSURE LATERAL LINE PIPING NON-P~ESSUAE BURIED LATERAL LINE PIPING SHALL BE PVC CLASS 200 WITH SOLVENT-WELD JOINTS, AND SHALL BE PURPLE. PIPE SHALL BE MADE FROM NSF APPROVED, TYPE 1, GRADE 11 PVC COMPOUND CONFORMING TO ASTM SPECIFICATIONS "D1784". ALL PIPE MUST MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS-22-70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO. EXCEPT AS NOTED IN PARAGRAPHS A AND B OF SECTION 2.3, ALL REQUIREMENTS FOR NON-PRESSURE LATERAL LINE PIPE AND FITTINGS SHALL BE THE SAME AS FOR SOLVENT-WELD PRESSURE MAINLINE PIPE AND FITTINGS AS SET FORTH IN SECTION 2.3 OF THESE SPECIFICATIONS, (PRIMER NOT REQUIRED). ALL UNSIZED END RUN LATERAL LINES SHALL BE 3/4" PIPE. POTABLE WATER PIPING (SEE SECTION 2810) ALL PVC POTABLE WATER PIPING INSTALLED WITHIN THE SAME PROJECT LIMITS AS THE PRIVATE RECLAIMED WATER PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, RULES AND REGULATIONS, THE PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITHE THE MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE OR CLASS INDICATING THE PRESSURE RATING. IN ADDITION, ALL PVC • POTABLE WATER PIPING SHALL BE BLUE OR SHALL BE WHITE WITH BLUE STENCILING APPEARING ON BOTH SIDES OF THE PIPE WITH THE MARKING "POTABLE WATER" IN 5/8 LETTERS REPEATED EVERY 12 INCHES, AND BLUE TAPE IDENTIFYING IT AS A POTABLE WATER LINE AND STATING "CAUTION: WATER LINE BlJRIE D BELOW". WARNING TAPE THE PLASTIC WARNING TAPE SHALL BE PREPARED WITH SILVER PRINTING ON A PURPLE FIELD HAVING THE WORDS, "CAllTION: RECLAIMED WATER LINE BELOW". THE OVERALL WIDTH SHALL BE 3 INCHES. L BE AS MANUFACTURED BY THOR WARNING (CAUTION) TAPE SHAL ENTERPRISES, INC., P.O. BOX 45 (PHONE; (608) 837-7197). 0, SUN PRAIRIE, WISCONSIN, 53590, ADL · Ii:,. Planning : L Associates ==llam Lond Plonnlng Londscope Architecture 5962 La Place Court. Suite 205 Carlsbad. CA 92008 (619) 931-8637 FAX:(619) 931-2645 Dote '5~ i -11.P Job No. "I '50,-0 DATE INITIAL Scale Drown By: 11 f REVISION DESCRIPTION ENGINEER OF WORK . ' 2.6.2 2.7 2.7.1 2,7,2 2.8 2.8.1 2.8.2 2.8.3 2,9 2.9.1 2.10 2.10.1 2.10.2 2.11 2.11.1 2.11.2 2.11.3 2. 11 .4 2.11.5 2.12 2.12.1 2.13 2.13.1 2.14 2.14.1 APPROVED WARNING TA~'ES SHALL BE INSTALLED DIRECTLY ON TOP OF THE PIPE '...ONGITUDINA:..L V ANO SHALL CE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE AND SHALL BE FASTENED TO EACH PIPE LENGTH BY PLASTIC TAPE BANDED AROUND THE PIPE WITH FASTENERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LA YING IN THE TRENCH SHALL HAVE FLAPS SUFFICIENT FOR CONTINUOUS COVERAGE. ALL RISERS BETWEEN THE MAINLINE ANO CONTROL VALVES SHALL BE INSTALLED WITH WARNING TAPE. A SECOND WARNING TAPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECLAIMED WATER LINE. BRASS PIPE FITTINGS WHERE INDICATED ON THE DRAWINGS, USE RED BRASS SCREWED PIPE CONFORMING TO FEDERAL SPECIFICATION #WW-P-351. FITTINGS SHALL BE RED BRASS CONFORMING TO FEDERAL SPECIFICATIONS #WW-P-460. AUTOMATIC CONTROLLERS AUTOMATIC CONTROLLERS SHALL BE OF SIZE AND TYPE SHOWN ON THE PLANS. ALSO SEE "POTABLE WATEHSPECIFJCATIONS FOR 1 -ADDITIONAL SPECIFICATIONS ON AUTOMATIC CONTROLLERS. FINAL LOCATION OF AUTOMATIC CONTROLLERS SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE, THE 120 VOLT ELECTRICAL POWER TO THE AUTOMATIC CONTROLLERS SHALL BE SHOWN ON THE PLANS. ELECTRIC CONTROL VALVES RAIN BIRD 100-PES-B-PRS/150-PES-B-PRS, 200-PES-B-PAS F>RESSURE REGULATING ELECTRIC REMOTE CONTROL SCRUBBER VALVES. THEY SHALL BE PURPLE. ELECTRIC CONTROL VALVE BOX USE 1 O" X 10 1/4" ROUND BOX FOR ALL BALL VALVES, CARSON INDUSTRIES #910-12B WITH PURPLE BOLT COVER OR APPROVED EQUAL. EXTENSION SLEEVE SHALL BE PVC-6" MINIMUM SIZE. USE 9 112" X 16" X 11" RECTANGULAR BOX FOR ALL ELECTRICAL CONTROL VALVES, CARSON INDUSTRIES 14129-12B WITH PURPLE BOLT DOWN COVER OR APPROVED EQUAL. SF>RINKLER HEADS ALL SPRINKLER HEADS SHALL BE OF THE SAME SIZE, TYPE AND DELIVER THE SAME RATE OF PRECIPITATION WITH DIAMETER (OR RADIUS) OF THROW PRESSURE, AND DISCHARGE AS SHOWN ON THE PLANS ANO/OR SPECIFIED IN'THESE SPECIAL PROVISIONS. A FINE GRANULAR MATERIAL BACKFILL WILL BE INITIALLY PLACED ON ALL LINES. NO FOREIGN MATTER LARGER THAN ONE-HALF (1/2) INCH SIZE WILL BE PERMITTED IN THE INITIAL BACKFILL IF SETTLEMENT OCCURS AND SUBSEQUENT ADJUSTMENTS IN PIPE, VALVES, SPRINKLER HEADS, LAWN, PLANTING, OR OTHER CONSTRUCTION IS NECESSARY THE CONTRACTOR SHALL MAKE ALL REQUIRED ADJUSTMENTS WITHOUT COST TO THE OWNER. RISER NIPPLES FOR ALL SPRINKLER HEADS SHALL BE SAME SIZE AS THE RISER OPENING IN THE SPRINKLER BODY. ALL SPRINKLER HEADS OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER. QUICK COUPLER RECLAIMED WATER -QUICK COUPLING VALVES USED IN , RECLAIMED WATER SYSTEMS SHALL BE 1" NOMINAL SIZE'.N ~LSONI *1~45 VALVE SHALL BE OPERATED WITH A SPECIAL COUPLER , K"i~Y (ACME THREAD) TO PREVENT UNAUTHORIZED USE. LOCKING COVERS ARE REQUIRED AND SHALL BE PERMANENTLY ATTACHED TO VALVE. COVERS SHALL BE PURPLE RUBBER OR VINYL. WASH DOWN HYDRANTS AND OTHER POINTS OF PUBLIC ACCESS ALL PRIVATE RECLAIMED WATER FACILITIES SHALL BE RESTRICTED FROM PUBLIC ACCESS SO THAT THE GENERAL PUBLIC CANNOT DRAW WATER FROM THE SYSTEM. FACILITIES SUCH AS WASHDOWN HYDRANTS (TYPICALLY FOUND AT TENNIS COURTS), BLOW-OFF HYDRANTS, BLOW-OFFS OF STRAINERS, AND OTHER SUCH FACILITIES SHALL BE RESTRICTED FROM PUBLIC ACCESS. WARNING LABELS THE DISTRICT MAY REQUIRE WARNING LABELS AS APPROVED BY THE DISTRICT ENGINEER TO BE INSTALLED ON DESIGNATED FACILITIES. FACILITIES SUCH AS: CONTROLLER PANELS AND WASHDOWN OR BLOW-OFF HYDRANTS OF WATER TRUCKS AND TEMPORARY CONSTRUCTION SERVICES WHERE DESIGNATED BY THE DISTRICT ENGINEER OR INSPECTOR. THE LABELS WILL NOTIFY THAT THE SYSTEM CONTAINS RECLAIMED WATER THAT IS UNSAFE TO DRINK. "AS BUILT" FDR PLANTING AND IRRIGA TI □N □NL Y, INCLUDING PRECISE LOCATION RCE EXP. OF PLANTING AREAS, REViEWED BY: INSPECTOR • - DATE DATE [aWI CITY OF CARLSBAD ·~ PLANNING DEPARTMENT . 39, ·1RRIGATION SPECIFICATIONS-FOR: THE RANCH . l~:~~~~~~m m "\ i-~~~z ·· I DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: CT-89--r a·-:z r347-8L OlHER APPROVAL CITY APPROVAL FIELD BY: C.M.W.D~ 93-308 • .. PART 3 • EXECUTION 3.1 3.1.1 3,1,2 3.2 3.2.1 3.2.2 3.2.2.1 3.2.2.2 3.2.2.3 3.2.2.4 3.2.3 3.3 3.3.1 3.3.2 3.3.3 3.4 3.4.1 3.4,2 3.4.3 3.!5 3.5.1 LAYOUT ALL WORK SHALL BE LAID OUT IN ACCORDANCE WIT PLANS AND DETAILS AS SHOWN ON THE DRAWINGS. LOCATE IRRIGATION APPARATUSES, EQUIPMENT, ETC. IN PLANTED AREA WHEREVER POSSIBLE. IF MINOR CHANGES IN LOCATION ARE REQUIRED, OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE, WORK SHALL BE ACCOMPLISHED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER PROVIDING SUCH CHANGES ORDERED BEFORE ITEMS OF WORK DIRECTLY CONNECTED TO THE SAME AREA ARE INSTALLED, AND PROVIDING NO ADDITIONAL MATERIALS ARE REQUIRED. EXCAVATING AND TRENCHING PERFORM ALL EXCAVATIONS AS REQUIRED FOR THE INSTALLATION OF THE IRRIGATION SYSTEM. RESTORE ALL SURFACES, EXISTING UNDERGROUND INSTALLATIONS, ETC., DAMAGED OR CUT AS A RESULT OF THE EXCAVATIONS TO THEIR ORIGINAL CONDITION, AND IN A MANNER SATISFACTORY TO THE OWNER'S REPRESENTATIVE. TRENCHES SHALL BE MADE WIDE ENOUGH TO ALLOW A MINIMUM OF TWO (2) INCHES BETWEEN PARALLEL PIPE LINES. TRENCHES FOR PIPE LINES SHALL BE MADE OF SUFFICIENT DEPTHS TO PROVIDE THE MINIMUM COVER FROM FINISHED GRADE AS FOLLOWS: 18' COVER OVER MAINLINES 12" COVER OVER PVC LATERAL LINES 4" COVER OVER POLY TUBING LATERAL LINES 36" COVER OVER SLEEVED LINES UNDER ROAD$ DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. LAY PIPE TO EVEN GRADE. TRENCHING EXCAVATION SHALL FOLLOW LAY OUT INDICATED ON DRAWINGS AND AS NOTED. BACKFILLING THE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED TESTS ARE PERFORMED. TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED OBSERVATIONS ARE PERFORMED. OBSERVATIONS INCLUDE SPRINKLER HEADS, ALL FITTINGS, LATERAL AND MAINLINE PIPE, VALVES, AND DIRECT BURIAL WIRE. TRENCHES SHALL BE CAREFULLY BACKFILLED WITH THE EXCAVATED MATERIALS APPROVED FOR BACKFILLING CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND OR OTHER APPROVED MATERIALS FREE FROM LARGE CLODS OF EARTH OR STONES. BACKFILL IN LANDSCAPED AREAS SHALL BE MECHANICALLY COMPACTED TO A DRY DENSITY EQUAL TO 90% OF ADJACENT UNDISTURBED SOIL IN PLANTED AREAS. BACKFILL WILL CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS, OR OTHER SURFACE IRREGULARITIES. A FINE GRANULAR MATERIAL BACKFILL WILL BE INITIALLY PLACED ON ALL LINES. NO FOREIGN MATTER LARGER THAN ONE-HALF (112) INCH IN SIZE WILL BE PERMITTED IN THE INITIAL BACKFILL. IF SETTLEMENT OCCURS AND SUBSEQUENT ADJUSTMENTS IN PIPE, VALVES, SPRINKLER HEADS, LAWN OR PLANTING, OR OTHER CONSTRUCTION ARE NECESSARY, THE CONTRACTOR SHALL MAKE ALL REQUIRED ADJUSTMENTS WITHOUT COST TO THE OWNER. TRENCHING AND BACKFILL UNDER PAVING TRENCHES LOCATED UNDER AREAS OF PAVING, ASPHALTIC CONCRETE OR CONCRETE WILL BE INSTALLED AND BE BACKFILLED WITH A SAND LAYER SIX (6) INCHES BELOW THE PIPE AND TWELVE (12) INCHES ABOVE THE PIPE, AND COMPACTED IN LAYERS TO 95% COMPACTION USING MANUAL OR MECHANICAL TAMPING DEVICES. TRENCHES'FOR PIPING SHALL BE COMPACTED TO EQUAL THE COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL AND SHALL BE LEFT IN A FIRM UNYIELDING CONDITION. ALL TRENCHES SHALL BE FLUSH WITH THE ADJOININ" GRADE. THE SPRINKLER IRRIGATION CONTRACTOR SHALL SET ;•J PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRi(. n TO THE PAVING WORK. INSTALL NO MULTIPLE ASSEMBLIES IN PLASTIC LINES, PROVIDE EACH ASSEMBLY WITH ITS OWN OUTLET. INSTALL ALL ASSEMBLIES SPECIFIED HEREIN IN ACCORDANCE WITH RESPECTIVE DETAIL. IN THE ABSENCE OF DETAIL DRAWINGS OR SPECIFICATIONS PERTAINING TO SPECIFIC ITEMS REQUIRED TO COMPLETE WORK, PERFORM SUCH WORK IN ACCORDANCE WITH BEST STANDARD PRACTICE WITH PRIOR APPROVAL OF CARLSBAD MUNICIPAL WATER DISTRICT. INSTALLATION OF POLYVINYL CHLORIDE PIPE SOLVENT WELD PVC PIPE FITTINGS USING SOLVENTS AND METHODS RECOMMENDED BY THE MANUFACTURER OF PIPE, EXCEPT WHERE SCREWED CONNECTIONS ARE REQUIRED. PIPE AND FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, DUST, AND MOISTURE BEFORE APPL YING SOLVENT. CLEAN OFF EXCESS SOLVENT, ALL WELDED JOINTS SHALL BE CURED AT LEAST FIFTEEN (15) MINUTES BEFORE MOVING OR HANDLING AND TWENTY FOUR (24) HOURS BEFORE WATER IS PERMITTED IN THE PIPE. ALL POLY TUBING FITTINGS SHALL BE OF COMPRESSION TYPE. INSERT FITTINGS ARE NOT ACCEPTABLE. AVOID KINKING OF POLY TUBING, CONNECTION BETWEEN TUBING AND FITTINGS TO BE CLEAN AND FREE OF DUST AND DIRT. 3.5.2 3.S 3.6.1 3.7 3.7.1 3.7.2 3.B 3.8.1 3.9 3.9.1 3.9.2 3.10 3.10. 1 3.10.2 3.11 3.11.1 3.11.2 3.11.3 3.11.4 3.12 3.12.1 3.12.2 3.13 3.13.1 3.14 3.14.1 :3.1!5 MAKE ALL CONNECTIONS WITH THREADED FITTINGS USING TEFLON TAPE. TAKE: UP WITH LIGHT WRENCH PRESSURE. AUTOMATIC CONTROLLER INSTALL AS PER MANUFACTURER'S INSTRUCTIONS. REMOTE CONTROL VALVES SHALL BE CONNECTED TO CONTROLLER IN NUMERICAL SEQUENCE AS SHOWN ON THE DRAWINGS. ALSO SEE "POTABLE WATER SPECIFICATIONS"FOR ADDITIONAL SPECIFICATIONS ON AUTOMATIC CONTROLLERS. HIGH VOLTAGE WIRING FOR AUTOMATIC CONTROLLER 120 VOLT POWER CONNECTION TO THE AUTOMATIC CONTROLLER SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL CODES, ORDINANCES, AND LOCAL AUTHORITIES HAVING JURISDICTION. REMOTE CONTROL VALVES INSTALL WHERE SHOWN ON DRAWINGS AND DETAILS. WHEN GROUPED TOGETHER, ALLOW AT LEAST TWELVE INCHES (12") BETWEEN VALVES. INSTALL EACH REMOTE CONTROL VALVE IN A SEPARATE VALVE BOX. EACH VALVE NUMBER SHALL BE STENCILED ON VALVE BOX WITH WHITE EPOXY PAINT. CLOSING OF PIPE AND FLUSHING LINES CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE ENTRANCE OF MATERIALS THAT WOULD OBSTRUCT THE PIPE AND SPRINKLERS. LEAVE IN PLACE UNTIL REMOVAL IS NECESSARY FOR THE COMPLETION OF INSTALLATION. THOROUGHLY FLUSH OUT ALL WATER LINES BEFORE INSTALLING HEADS AND VALVES. SPRINKLER HEADS INSTALL THE SPRINKLER HEADS AS DESIGNATED ON THE DRAWINGS. SPRINKLER HEADS TO BE INSTALLED IN THIS WORK SHALL BE EQUIVALENT IN ALL RESPECTS TO THOSE ITEMIZE[). SPACING OF HEAD$ SHALL NOT EXCEED THE MAXIMUM INDICATED ON THE DRAWINGS. IN NO CASE SHALL THE SPACING EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER. HYDROSTATIC TEST -OPEN TRENCH REQUEST THE PRESENCE OF THE CARLSBAD MUNICIPAL WATER DISTRICT INSPECTOR AT LEAST FORTY EIGHT (48) HOURS IN ADVANCE OF TESTING. TEST TO BE ACCOMPLISHED AT THE EXPENSE OF THE CONTRACTOR AND IN THE PRFSFl\lr.F OF THE CARLSBAD MUNICIPAL WATER DISTRICT INSPECTOR. --------+ CENTER LOAD PIPING WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE. ALL FITTINGS AND COUPLINGS TO BE TOTALLY EXPOSED. APPLY A CONTINUOUS AND STATIC WATER PRESSURE WHEN WELDED PLASTIC JOINTS HAVE CURED AT LEAST TWENTY FOUR (24) HOURS. MAINLINE TO BE TESTED FOR FOUR (4) HOURS AT 125 P.S.I. REPAIR LEAKS RESULTING FROM TESTS, AND RETEST UNTIL SYSTEM MEETS SPECIFIED TEST. BACKFILLING AND COMPACTING INITIAL BACKFILL ON ALL LINES SHALL HAVE NO FOREIGN MATTER LARGER THAN (1 /2") IN SIZE. BACKFILL SHALL BE SUFFICIENTLY DAMP TO PERMIT THOROUGH COMPACTION. BACKFILL FOR TRENCHING SHALL BE COMPACTED TO DRY DENSITY EQUAL TO 90% OF ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT GRADES, WITHOUT DIPS, SUNKEN ARES, HUMPS, OR OTHER IRREGULARITIES. SETTLING OF BACKFILLED TRENCHES, WHICH MAY OCCUR DURING ONE YEAR PERIOD AFTER FINAL ACCEPTANCE, SHALL BE REPAIRED BY THE CONTRACTOR, INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING, OR OTHER IMPROVEMENTS OF ANY KIND, TO OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE. TEMPORARY REPAIRS THE OWNER RESERVES THE RIGHT TO MAKE TEMPORARY REPAIRS AS NECESSARY TO KEEP THE SPRINKLER SYSTEM IN OPERATING CONDITION. THE EXERCISE OF THIS RIGHT BY THE OWNER SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES UNDER THE TERMS OF THE GUARANTEE AS HEREIN SPECIFIED. ADJUSTING THE SYSTEM ADJUST VALVES, ALIGNMENT, AND COVERAGE OF ALL SPRINKLER HEADS IF IT IS DETERMINED THAT ADJUSTMENT IN THE IRRIGATION EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE MORE ADEQUATE COVERAGE. MAKE ALL NECESSARY CHANGES PRIOR TO PLANTING. THESE CHANGES OR ADJUSTMENTS SHALL BE MADE WITHOUT ADDITIONAL COSTS. THE ENTIRE SYSTEM SHALL OPERATE PROPERLY BEFORE ANY PLANTING OPERATIONS COMMENCE. ELIMINATE OVERSPRAY ONTO WALKWAYS OR PAVINGS. MAINTENANCE 3. 15.1 THE ENTIRE SPRINKLER IRRIGATION SYSTEM SHALL BE UNDER AUTOMATIC OPERATION FOR A PERIOD OF SEVEN (7) DAYS PRIOR TO ANY PLANTING. PLANNIN'3' DEPARTMENT INSPECTOR :SHALL MAKE ALLPRIVATE IRRIG'ATIONiSYSTEM INSPECTIONS FOR C.M.W.D. 3,15.2 3.16 3.16.1 3.17 3.17.1 3.17.1.t 3.17,1,5 3.17.1.+ 3.17.2 3.17.1.1 THE ARCHITECT RESERVES THE RIGHT TO WAIVE OR SHORTEN THE OPERATION PERIOD. CLEAN UP CLEAN-UP SHALL BE DONE AS EACH PORTION OF WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SITE. ALL WALKS AND PAVING SHALL BE SWEPT OR WASHED DOWN. ANY DAMAGES SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS. SITE OBSERVATIONS IN ALL CASES WHERE OBSERVATION OF THE IRRIGATION SYSTEM IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE OBSERVATION OF THE CARLSBAD MUNICIPAL WATER DISTRICT. II WILL BE THE SOLE RESPONSIBILITY OF THE L AN~SCAPE CONTRACTOR TO NOTIFY THE PLAN!'JING DEPARTMENT INSPECTOR. TWO (2) WORKING DAYS IN ADVANCE OF THE TIME :;ucH OBSERVATIONS ARE REQUIRED. FAILURE TO CALL EOB ANY ONE OF THE OBSERVATIONS CALLED FOR BELOW WILL CONSTITUTE IMMEDIATE STOPPAGE Of ALL PERFORMANCE PAYMENTS TO THE CONTRACTOR OBSERVATIONS ARE REQUIRED FOR THE FOLLOWING: UPON INSTALLATION AND TESTING OF MAINLINE. UPON INSTALLATION OF LATERAL LINES. A COMPLETE OPERATING TEST OF ENTIRE SYSTEM AT FINAL OBSERVATION. THE REQUIRED MAINTENANCE PERIOD FOR THE SYSTEM SHALL NOT BEGIN UNTIL THE FINAL OBSERVATION HAS BEEN MADE AND AL~ INSTALLATION APPROVED BY THE Ot..lN~'s· fefF'!c5f.'H'TAT1VE. UPON INSTALLATION OF SLEEVES. SECTION 02900 • LANDSCAPE WORK PART 1 -GENERAL RELATED DOCUMENTS 1.1. 1.1. 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. SUMMARY 1.2. 1.2, 1. 1.2.1.1. 1.2. 1 .2. 1.2.1.3. 1.2.1.4. 1.2.1.5. 1.2.1.6. 1.2.1.7. 1.2.1.8. THIS SECTION INCLUDES PROVISIONS FOR THE FOLLOWING ITEM$: TREES. SHRUBS. PLANTS. GROUNDCOVER. SOIL AMENDMENTS. FINISH GRADING. HYDROSEEDING MAINTENANCE PERIOD. 1.2.2. RELATED SECTIONS: THE FOLLOWING SECTIONS CONTAIN REQUIREMENTS THAT RELATE TO THIS SECTION. 1.2.2.1.. UNDERGROUND SPRINKLER SYSTEM IS SPECIFIED IN DIVISION 2 SECTION, "POTABLE IRRIGATION SYSTEM." AND "RECLAIMED WATER IRRIGATION SYSTEM 1.3. QUALITY ASSURANCE 1.3.1. THE CONTRACTOR SHALL SPECIALIZE IN LANDSCAPE WORK AND POSSESS ALL LICENSES AND PERMITS REQUIRED TO PERFORM THE WORK INCLUDING PEST CONTROL APPLICATOR'S AND C-27 LANDSCAPING LICENSES. 1 .3.2. SOURCE QUALITY CONTROL: 1 .3.2. 1. GENERAL: SHIP LANDSCAPE MATERIALS WITH CERTIFICATES OF INSPECTION REQUIRED BY GOVERNING AUTHORITIES. COMPLY WITH REGULATIONS APPLICABLE TO LANDSCAPE MATERIALS. 1.3.2.2. DO NOT MAKE SUBSTITUTIONS. IF SPECIFIED LANDSCAPE MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON-AVAILABILITY TO LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT SHALL SPECIFIY ALTERNATE MATERIAL. 1.3.2.:3. ANALYSIS AND STANDARDS: PACKAGE STANDARD PRODUCTS WITH MANUFACTURER'S CERTIFIED ANALYSIS. FOR OTHER MATERIALS. PROVIDE ANALYSIS BY RECOGNIZED LABORATORY MADE IN ACCORDANCE WITH METHODS ESTABLISHED BY THE ASSOCIATION OF OFFICIAL AGRICULTURE CHEMISTS, WHEREVER APPLICABLE. APIDL · ~--=llrm ann1ng IIIWJIII• .. Associates ~m1M1J1111 If!! Lond Plonnlng Londscope Architecture 5962 La Place Court. Suite 205 Carlsbad, CA. 92008 (619) 931-8637 FAX:(619) 931-2645 Dote '5-2--''/1.o Job No. . "l '::>O'.l-0 Scole Drawn By: A e DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 1.3.2.4. TREES, SHRUBS, AND PLANTS: PROVIDE TREES, SHRUBS, AND PLANTS OF QUANTITY, SIZE. GENUS, SPECIES, AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI 260.1 "AMERICAN STANDARD FOR NURSERY STOCK". PROVIDE HEALTHY, VIGOROUS STOCK, GROWN IN A RECOGNIZED NURSERY IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN-SCALD, INJURIES, ABRASIONS, OR DISFIGUREMENT. 1 .3.2.5. WHERE FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF TREES OR SHRUBS ARE SHOWN, SELECT STOCK FOR UNIFORM HEIGHT AND SPREAD. 1.3.2.6. SELECTION: THE LANDSCAPE ARCHITECT MAY CHECK TREES AND SHRUBS EITHER AT PLACE OF GROWTH OR AT SITE BEFORE PLANTING, FOR COMPLIANCE WITH REQUIREMENTS FOR GENUS. SPECIES, VARIETY, SIZE, AND QUALITY. THE CONTRACTOR SHALL SUBMIT PHOTOGRAPHS TO LANDSCAPE ARCHITECT OF TYPICAL TREES (15 GAL. AND LARGER CONTAINER SIZES) FOR LANDSCAPE WORK. LANDSCAPE ARCHITECT RETAINS RIGHT TO FURTHER CHECK TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS. AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. 1.4. SUBMITTAL$ 1.4.1. GENERAL: SUBMIT THE FOLLOWING IN ACCORDANCE WITH CONDITIONS OF CONTRACT AND DIVISION 1 SPECIFICATION SECTIONS. 1.4.2. PLANT AND MATERIAL CERTIFICATIONS: 1.4.2.1. CERTIFICATES OF INSPECTION AS REQUIRED BY GOVERNMENTAL AUTHORITIES. 1 .4.2.2. MANUFACTURER'S OR VENDOR'S CERTIFIED ANALYSIS FOR SOIL AMENDMENTS AND FERTILIZER MATERIALS. 1 .4.2.3. LABEL DATA SUBSTANTIATING THAT PLANTS, TREES, SHRUBS AND PLANTING MATERIALS COMPLY WITH SPECIFIED REQUIREMENTS. 1.4.2.4. SEED VENDOR'S CERTIFIED STATEMENT FOR EACH SEED MIXTURE REQUIRED, STATING BOTANICAL AND COMMON NAME, PERCENTAGES BY WEIGHT, AND PERCENTAGES OF PURITY, GERMINATION, AND WEED SEED FOR EACH SEED SPECIES. 1.4.3. SOIL TESTING: 1.4.3. 1 UPON COMPLETION OF GRADING OPERATIONS, SUBMIT ONE REPRESENTATIVE SOIL SAMPLE FOR EACH DIFFERENT SOIL TYPE AND CONDITION FOR AGRICULTURAL SUITABILITY TESTING. SOIL SAMPLES SHALL REPRESENT A CROSS SECTION OF SOIL CONDITIONS PRESENT AT THE SITE. 1.43.2. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY PRE-APPROVED BY THE CITY. TESTS SHALL INDICATE ORGANIC MATTER CONTENT; N, P, K; PH; EC; SOIL TEXTURE; RECOMMENDATIONS FOR AMENDMENTS, LEACHING AND MAINTENANCE FERTILIZATION. 1 .4.3.3. SOIL TEST RESULTS AND RECOMMENDATIONS OF THE LABORATORY SHALL BE SUBMITTED TO THE CITY AND THE LANDSCAPE ARCHITECT FOR Affl't'VA~ f I rJC.Df-FOf-,"rfJOtj I Nfa -n-lES fh"\rl'S 1.4.3.4. PRODUCTS SPECIFIED BY PRODUCT NAME BY THE SOILS TESTING LAB IN THE RECOMMENDATIONS MAY BE SUBSTITUTED WITH "OR EQUAL" PRODUCTS APPROVED BY THE CITY. "AS BUILT" APPROVED FDR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE L □CATIDI\J RCE EXP. OF PLANTING AREAS, REViEWED BY: INSPECTOR ' DAT::'. ' DATE l@I CITY OF CARLSBAD [s3r[ PLANNING DEPARTMENT ,..... ....... , ... ~.,-., ~·--~----~··-,-,.--,.,, , ........ ,~·----····~--,.,_ i IRRIGATfON AND PLANTING SPECIFICATIONS FOR: I THE RANCH . RANCHO VERDE, U~IIS..2 &_~, ·········"·"- .. APPRCVED,~u.,Jl r~~:#.7. I . . -~:.::.SIS IAN I Pl..ANN!rn.> JIREC""."Qr,;: DATE INITIAL DATE INITIAL DWN BY, PROJECT NO. i DRA 1MNG NO. CHKD BY: ' CT-89~18-2 ' 347-SL 01HER APPROVAL CITY APPROVAL FIELD BY: - I C.M.W.D. 93-308 1.5. DELIVERY, STORAGE AND HANDLING 1.5.1. PACKAGED MATERIALS: DELIVER PACKAGED MATERIALS IN CONTAINERS SHOWING WEIGHT. ANALYSIS, AND NAME OF MANUFACTURER. PROTECT MATERIALS FROM DETERIORATION DURING DELIVERY, AND WHILE STORED AT SITE. 1.5.3. TREES AND SHRUBS: DO NOT PRUNE P>RIOR TO DELIVERY UNLESS OTHERWISE APPROVED BY LANDSCAPE ARCHITECT. DO NOT BEND OR BIND-TIE TREES OR SHRUBS IN SUCH MANNER AS TO DAMAGE BARK. BREAK BRANCHES, OR DESTROY NATURAL SHAPE. PROVIDE PROTECTIVE COVERING DURING DELIVERY. 1.5.4. DO NOT REMOVE CONTAINER-GROWN STOCK FROM CONTAINERS UNTIL PLANTING TIME. 1.6. JOB CONDITIONS 1.6.1. UTILITIES: DETERMINE LOCATION OF UNDERGROUND UTILITIES AND PERFORM WORK IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE. HAND EXCAVATE, AS REQUIRED. MAINTAIN GRADE STAKES SET BY OTHERS UNTIL REMOVAL IS MUTUALLY AGREED UPON BY PARTIES CONCERNED. 1.6.2. EXCAVATION: WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED. SUCH AS RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, NOTIFY LANDSCAPE ARCHITECT BEFORE PLANTING. 1.7. SEQUENCING AND SCHEDULING 1.7.1. PLANTING TIME: PROCEED WITH, AND COMPLETE LANDSCAPE WORK AS RAPIDLY AS PORTIONS OF SITE BECOME AVAILABLE. WORK SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. 1.7.2. COORDINATION WITH GROUNDCOVERS : PLANT TREES AND SHRUBS AFTER FINAL GRADES ARE ESTABLISHED AND PRIOR TO PLANTING OF GROUNDCOVERS, UNLESS OTHERWISE APPROVED BY LANDSCAPE ARCHITECT. IF PLANTING OF TREES AND.SHRUBS OCCURS AFTER GROUNDCOVER PROTECT GROUNDCOVER AREAS AND PROMPTLY REPAIR DAMAGE TO GROUNDCOVERS RESULTING FROM PLANTING OPERATIONS. 1.8. SPECIAL PROJECT WARRANTY 1.8.1. WARRANTY LAWNS AND GROUNDCOVERS THROUGH SPECIFIED MAINTENANCE PERIOD, AND UNTIL FINAL ACCEPTANCE. 1.8.2. WARRANTY SHRUBS FOR A PERIOD OF 90 DAYS AFTER DATE OF FINAL ACCEPTANCE. 1.8.3. WARRANTY TREES, FOR A PERIOD OF ONE YEAR AFTER DATE OF SUBSTANTIAL COMPLETION, AGAINST DEFECTS INCLUDING DEATH, P'!)OR GROWTH OR FORM. 1.8.4. REMOVE AND REPLACE TREES, SHRUBS, OR OTHER PLANTS FOUND TO BE DEAD OR IN UNHEALTHY CONDITION DURING WARRANTY PERIOD. MAKE REPLACEMENTS WITHIN 14 CALENDAR DAYS OF NOTIFICATION. REPLACE TREES AND SHRUBS WHICH ARE IN DOUBTFUL CONDITION AT END OF WARRANTY PERIOD; UNLESS, IN OPINION OF LANDSCAPE ARCHITECT, IT IS ADVISABLE TO EXTEND WARRANTY PERIOD FOR A FULL GROWING SEASON. 1.8.5. ANOTHER WARRANTY SITE OBSERVATION VISIT WILL BE CONDUCTED AT END OF EXTENDED WARRANTY PERIOD, IF ANY, TO DETERMINE ACCEPTANCE OR REJECTION. REQUIRED REPLACEMENTS SHALL BE FURNISHED, AND PLANTED AS ORIGINALLY SPECIFIED. PART 2 -PRODUCTS 2.1. SOIL AMENDMENTS 2.1.1. ORGANIC SOIL AMENDMENT SHALL BE A BLENDED COMMERCIALLY PROCESSED SOIL CONDITIONER CONSISTING OF AN ORGANIC- BASED CONDITIONER, PREPARED BY MIXING A LIGHT, Fl'?IABLE, SILICEOUS MATERIAL WITH NITROGEN-FORTIFIED, FINELY Gl'l'JUND BARK. WOOD CHIPS AND/OR SAW DUST. THE MATERIAL SHALL CONTAIN A LONG-LASTING FORM OF IRON AND SHALL BE WILBUR- ELLIS "OR GANO-LIFE" SOIL AMENDMENT OR APPROVED EQUAL. 2.1.2. BARK MULCH: BARK MULCH SHALL BE ,FREE FROM DELETERIOUS MATERIALS AND SUITABLE FOR TOP DRESSING CONSISTING OF CLEAN, GRADED PEA SIZE (1/4" -1/2") FIR OR PINE 2.1.3. COMMERCIAL FERTILIZER; COMPLETE FERTILIZER OF NEUTRAL CHARACTER. PER THE SOIL TEST RECOMMENDATIONS. 214. PLANT TABLETS, AGRIFORM (20-10-5) BLUE CHIP TABLETS 5 OR 21 GRAM. 2.1.5. IRON SULPHATE, IRON SHALL BE EXPRESSED AS METALLIC-DERIVED FROM SULFATE-DEEP GREEN (FESO4·H2O) A MINIMUM ANALYSIS OF 200% AND 98.3% RETAINED ON A 10 MESH SCREEN. 2.1.6. GYPSUM, AGRICULTURAL GRADE GYPSUM SHALL BE A (CASO4•H2O) CALCIUM SULFATE 94.3%. 90% SHALL_ PASS A 50 MESH SCREEN. 2.2. PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF EXCAVATED SOIL FROM THE PITS AND SOIL AMENDMENTS AT THE RATE RECOMMENDED IN THE SOIL TEST RESULTS. 2.3. PLANT MATERIALS 2.3. 1, QUALITY: PROVIDE TREES, SHRUBS, AND OTHER PLANTS OF SIZE GENUS, SPECIES, AND VARIETY SHOWN AND SCHEDULED FOR ' LANDSCAPE WORK AND COM PL YING WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK." 2.3.2. 2.3.3. 2.3.4. CONTAINER STOCK (1 GAL., 5 GAL., 15 GAL., BOXES) $HALL HAVE BEENGROWN IN CONTAINER FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER 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. TREES: PROVIDE TREES OF HEIGHT AND WIDTH SCHEDULED OR SHOWN AND WITH BRANCHING CONFIGURATION RECOMMENDED BY ANSI Z60.1 FOR TYPE AND SPECIES REQUIRED,. UNLESS OTHERWISE SPECIFIED QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. PROVIDE SINGLE STEM TREES EXCEPT WHERE SPECIAL FORMS ARE SHOWN OR LISTED. SHRUBS: PROVIDE SHRUBS OF THE HEIGHT AND WIDTH SHOWN OR LISTED REQUIRED BY ANSI 260.1 FOR TYPE AND HEIGHT OF SHRUB REQUIRED. 2.4. GROUNDCOVER MATERIALS 2.4.1. SEED: PROVIDE FRESH, CLEAN, NEW-CROP SEED COMPLYING WITH TOLERANCE FOR PURITY AND GERMINATION ESTABLISHED BY OFFICIAL SEED ANALYSTS OF NORTH AMERICA. PROVIDE SEED MIXTURE COMPOSED OF SEED SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS SPECIFIED IN THE "SCHEDULE OF SEED MIXTURES" INDICATED ON PLANS. 2.4.2. PROVIDE GROUND COVER PLANTS ESTABLISHED AND WELL ROOTED IN FLAT REMOVABLE CONTAINERS AND WITH NOT LESS THAN MINIMUM NUMBER AND LENGTH OF RUNNERS REQUIRED BY ANSI Z60.1 FOR THE POT SIZE SHOWN OR LISTED, 2.5. HYDROSEED COMPONENTS AND ADDITIVES 2.5.1. MATERIALS: ALL MATERIALS SHALL BE STANDARD, APPROVED, FIRST GRADE QUALITY AND IN PRIME CONDITION WHEN INSTALLED. ALL COMMERCIAL PROCESS OR PACKAGING MATERIAL SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. 2.5.2. BINDER -AZ-TAC OR EQUAL. 2.5.3. CELLULOSE FIBER MULCH· WEYERHAUSER "SILVA-FIBER" OR EQUAL. 2.6. MISCELLANEOUS LANDSCAPE MATERIALS 2.6.1. STAKING MATERIAL; STAKES SHALL BE OF LODGEPOLE 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. TREE TIES SHALL BE V.I.T CINCH-TIE OR APPROVED EQUAL. PART 3 • EXECUTION 3.1. PREPARATION-GENERAL 3.1.1. ALL ROCK AND OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT SHALL BE REMOVED FROM THE SITE. 3.1.2 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. 3.1.3. ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. 3.1.4. QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. CERTIFY ANY CLARIFICATIONS WITH THE LANDSCAPE ARCHITECT. ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTNG PROPERTY DURING ALL PHASES OF THE SOIL AMENDING, PLANTING AND GRADING OPERATIONS. 3.1.5. CONTRACTOR SHALL SUPPLY SIGNED COPIES OF REQUIRED CERTIFICATES, TRIP SLIPS, AND INVOICES FOP SOIL PREPARATION MATERIALSrlSHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL QUANTITIES OF EACH MATERIAL FURNISHED AGAINST THE TOTAL AREA TO EACH OPERATION. IF THE MINIMUM SOIL PREPARATION RATES OF APPLICATION HAVE NOT BEEN MET, THE LANDSCAPE ARCHITECT WILL REQUIRE AT NO COST TO OWNER, THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. 3.2. FINISH GRADING 3.2.1. FINISH GRADING: FINISH GRADES SHALL BE AS INDICATED ON THE CIVIL ENGINEER'S DRAWINGS AND LANDSCAPE DRAWINGS. 3,2,2, 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 DRAWING. 3.2.3. MOLDING AND ROUNDING OF THE GRADES SH\LL BE PROVIDED AT ALL CHANGES IN SLOPE WHERE REQUIRED BY THE LANDSCAPE ARCHITECT. 3.2.4. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. 3.2.5. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS. IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING HIS GRADING AND CONDITIONING OPERATIONS. 3.2.6. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS. 3.2.7. FINISH GRADE SHALL MATCH THOSE OF THE CIVIL ENGINEER'S DRAWINGS. FINAL GRADES SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. 3.3. PREPARATION FOR PLANTING AREAS 3.3.1. SOIL CONDITIONING, FERTILIZING & ROTOTILUNG: AFTER THE PLANTING AREAS HAVE BEEN GRADED, APPLY SOIL AMENDMENTS AND INITIAL FERTILIZERS AS SPECIFIED IN ALL LAWN AND GROUND COVER AREAS WITH A SLOPE OF 3:1 OR FLATTER. ALL LAWN AREAS SHALL BE CROSS-RIPPED IN TWO DIRECTIONS TO A DEPTH OF 8 INCHES MINIMUM BELOW FINISH GRADE. DURING THIS OPERATION, ALL STONES OVER 1 INCH IN GREATEST DIMENSION SHALL BE REMOVED. REMOVE HIGH AREAS AND FILL IN DEPRESSIONS, TILL TO A DEPTH OF NOT LESS THAN 6 INCHES BY ROTOTILLING A MINIMUM OF TWO (2) ALTERNATING PASSES. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE, FREE OF LUMPS. CLODS, STONES, ROOTS AND OTHER EXTRANEOUS MATTER. GRADE SHALL BE RETURNED TO THE CONDITION OF THE APPROVED GRADING PLANS. 3.3.1.1. PRIOR TO PRl::PARATION OF UNGRADED AREAS DESIGNED TO BE LANDSCAPED, REMOVE EXISTING VEGETATION AND WEEDS. PROPERLY DISPOSE OF SUCH MATERIAL OUTSIDE OF OWNER'S PROPERTY. 3.3.1.1.1. SOIL AMENDMENTS SHALL BE APPLIED AT THE RATES RECOMMENDED BY THE SOIL TESTING LAB. THE FOLLOWING SCHEDULE IS FOR BIDDING PURPOSES ONLY. ADJUSTMENTS MAY BE NECESSARY. 3,3, 1.1. 1.1 . 3.3.1.1.1.2. 3.3.1.1.1.3. 3.3.1.1.1.4. ORGANIC AMENDAMENT 6 CU, YD. PER 1,000 SQ, FT, IRON SULPHATE: 20 LBS PER 1,000 SQ. FT. GYPSUM: 120 LBS PER 1,000 SQ. FT. PRE-PLANT FERTILIZER: 30 LBS PER 1,000 SQ. FT. 3.3.2 3.4. 3.4.1. 3.4.1.1. 3.4.1 .2. 3.4. 1 .3. 3.5. 3.5.1. 3.5.2. 3.5.2.1. 3.5.2.2. 3.5.2.3. 3.5.2.4. 3.5.2.5. 3.5.3. 3.5.4. 3.5.5. 3,5.6, 3.5.7. 3,6, 3.6.1. 3.6.2. 3.6.3. ALL SLOPE AREAS 2:1 OR STEEPER SHALL RECEIVE GYPSUM AT A RATE OF 120 LBS. PER 1,000 SQ. FT. EXCAVATION FOR TREES AND SHRUBS CONTAINER GROWN STOCK IN CANS SHALL BE REMOVED WITHOUT DISTURBING THE ROOT BALL. STOCK GROWN IN BOXES SHALL HAVE BOTTOMS REMOVED. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREAS OR FROM THE SITE. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB, REMOVE SIDES OF BOXES AND HOLD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED AROUND EACH ROOT BALL. FOR CONTAINER GROWN STOCK, EXCAVATE AS SPECIFIED FOR SIZE OF CONTAINER WIDTH AND DEPTH. DISPOSE OF EXCESS SUBSOIL REMOVED FROM PLANTING EXCAVATIONS. FILL EXCAVATIONS FOR TREES AND SHRUBS WITH WATER AND ALLOW WATER TO PERCOLATE OUT PRIOR TO PLANTING. PLANTING TREES AND SHRUBS ALL PLANTS SHALL BE SET AT SUCH A LEVEL THAT AFTE.R SETTLING, THEY BEAR ONE INCH ABOVE THE SURROUNDING FINISH GRADE AS THEY BORE TO THE SOIL LINE GRADE IN THE CONTAINER. PLANTING TABLETS SHALL BE PLACED IN EACH. REE & SHRtJB PLANTING HOLE AT THE FOLLOWING RATE: 1-21 GRAM TABLET PER 1 GALLON CONTAINER. 3-21 GRAM TABLETS PER 5 GALLON CONTAINER. 4-21 GRAM TABLETS PER 15 GALLON CONTAINER. 1-21 GRAM TABLET PER EACH 4 INCH OF BOX SIZE. 1-5 GRAM TABLET PER FLATTED OR LINER PLANT. NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, EITHER BEFORE. DURING OR AFTER THE PROCESS OF INSTALLATION. WATER BASIN SHALL BE FOAMED Al'IOUND EACH TREE AND SHRUB PER DETAIL. ALL PLANTS SHALL BE THOROUGHLY WATERED IMMEDIATELY AFTER PLANTING. WHEN DIRECTED BY THE LANDSCAPE ARCHITECT, CONTRACTOR SHALL PRUNE, THIN OUT, AND SHAPE TREES AND SHRUBS IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICE. PRUNE TREES TO RETAIN REQUIRED HEIGHT AND SPREAD. UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT, DO NOT CUT TREE LEADERS, AND REMOVE ONLY INJURED OR DEAD BRANCHES FROM FLOWERING TREES, IF ANY. PRUNE TREES AND SHRUBS TO RETAIN NATURAL CHARACTER. REHOVE AND REPLACE EXCESSIVELY PRUNED OR MISFORMED STCCK RESULTING FROM IMPROPER PRUNING. STAKE TREES IMMEDIATELY AFTER PLANTING, AS INDICATED. ALL TREES, 15 GALLON AND SMALLER SHALL BE SINGLE STAKED, 24" BOX AND LARGER SHALL BE DOUBLE STAKED AS INDICATED ON DRAWINGS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREE ROOTS OR ROOTBALL. TREE TIES SHALL BE FASTENED PER DETAIL. HYDROSEEDING INSPECTION OF CONDITIONS: BEFORE PROCEEDING WITH ANY WORK, THE HYDROSEEDING LANDSCAPE CONTRACTOR SHALL CAREFULLY CHECK PLANTING AREA CONDITIONS AND SHALL IMMEDIATELY INFOR'v1 THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS. NO WORK SHALL BE DONE ON ANY AREA WHERE THERE ARE SUCH DISCREPANCIES OR WHERE CONDITIONS ARE UNSUITABLE FOR SUCCESSFUL PLANT MATERIAL ESTABLISHMENT UNTIL APPROVAL HAS BEEN GIVEN BY THE LANDSCAPE ARCHITECT. QUALITY OF WORK: THE HYDROSEEDING WORK SHALL BE PERFORMED BY A COMPETENTLY TRAINED INDIVIDUAL OR HYDROSEEDING COMPANY IN ACCORDANCE WITH THE BEST STANDARDS AND PRACTICES RELATED TO THE TRADE. SOIL PREPARATION: WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR THREE (3) CONSECUTIVE DAY$ TO SATURATE UPPER LAYERS OF SOIL PRIOR _TO HY_DROSEEDING OPERATION. ALLOW PLANTING AREA SOil.SURFACE TO DRY OUT FOR ONE DAY ONLY PRIOR TO THE HYDROSEEDING APPLICATION. CARE MUST BE TAKEN TO NOT ALLOW THE SOIL SURFACE TO BE SUPER SATURATED WITH WATER PRIOR TO THE HYDROSEEDING INSTALLATION AT THE SAME TIME THE SOIL SURFACE SHOULD NOT BE BONE DRY. THERE SHOULD BE SOME RESIDUAL MOISTURE WITHIN THE FIRST 1/4 INCH OF SOIL SURFACE. 3.6.4. 3.6.4.1. 3.6.4.2. 3.6.4.3. 3.6.4.4. 3.6.4.5. 3.6.5. 3.6.6. 3.6.7. 3.6.8. 3.6.9. 3.6.10. 3.6.10.1. 3.6.10.2. 3.7, 3,7.1. 3.7.2. ADL Planning --__ -Im _ Associates -:IIL Land Planning Landscape Architecture 5962 La Place Court. Suite 205 Carlsbad, CA. 92008 (619) 931-8637 FAX:(619) 931-2645 Dale 6-2.-"! i,, Jot> No. Scale Drawn By: A.G. BEGIN THE HYDROSEEDING OPERATION ON ALL AREAS AS SPECIFIED HEREIN. HYDROMULCHING APPLICATION AND PLANTING SCHEDULE: THE HYDROMULCHING SHALL BE APPLIED IN THE FORM OF A SLURRY CONSISTING OF ORGANIC SOIL AMENDMENTS. COMMERCIAL FERTILIZER, AND OTHER CHEMICALS CALLED FOR. WHEN HYDRAULICALLY SPRAYED ONTO THE SOIL, THE MULCH SHALL NOT FORM A BLOTTER LIKE MATERIAL. THE SPRAY OPERATION MUST BE SO DIRECTED THAT THE SLURRY SPRAY WILL ALSO PENETRATE THE SOIL SURFACE AS TO DRILL AND MIX THE SLURRY COMPONENTS INTO THE SOIL, THUS ENSURING MAXIMUM IMPREGNATION AND COVERAGE. PREPARATION OF HYDROSEEDING MIXTURE; THE SLURRY SHALL BE PREPARED AT THE SITE AND ITS COMPONENTS SHALL BE MIXED TO SUPPLY THE RATES OF APPLICATION AS PER SPECIFICATIONS. SLURRY PREPARATION SHALL BEGIN BY ADDING WATER TO THE TANK WHEN THE ENGINE IS AT ONE-HALF THROTTLE. WHEN THE WATER LEVEL HAS REACHED THE HEIGHT OF THE AGITATOR SHAFT AND GOOD RECIRCULATION HAS BEEN ESTABLISHED, THE FERTILIZERS SHALL BE ADDED TO THE MIXTURE (THE TANK SHALL BE AT LEAST 1/3 FILLED WITH WATER AT THIS TIME). THE ENGINE THROTTLE SHALL BE OPEN TO FULL SPEED WHEN THE TANK IS 1/2 FILLED WITH WATER. ALL ORGANIC AMENDMENTS, FIBER. AND CHEMICALS SHALL THEN BE ADDED BY THE TIME THE TANK IS 2-1/3 TO 3/4 FULL. AT THIS TIME THE SEEDMIX SHALL ALSO BE ADDED. SPRAYING SHALL COMMENCE IMMEDIATELY WHEN THE TANK IS FULL AND THE SLURRY IS MIXED. APPLICATION; THE OPERATOR SHALL SPRAY THE AREA WITH A UNIFORM VISIBLE COAT USING THE DARK COLOR OF THE CELLULOSE FIBER OR ORGANIC AMENDMENT AS A VISUAL GUIDE. THE SLURRY SHALL BE APPLIED IN A DOWNWARD DRILLING MOTION VIA A FAN STREAM NOZZLE. TIME LIMIT: THE HYDROMULCHING SLURRY COMPONENTS ARE NOT TO BE LEFT IN THE HYDROMULCH MACHINE FOR MORE THAN TWO HOURS. IF SLURRY COMPONENTS ARE LEFT FOR MORE THAN TWO HOURS IN THE MACHINE, THE CONTRACTOR SHALL ADD 50% MORE OF THE ORIGINALLY SPECIFIED SEEDMIX TO ANY SLURRY MIX WHICH HAS NOT BEEN APPLIED WITHIN THE TWO HOURS AFTER MIXING. THE CONTRACTOR SHALL ADD 75% MORE OF THE ORIGINAL SEEDMIX TO ANY SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED EIGHT HOURS AFTER MIXING. ANY MIXTURE NOT APPLIED AFTER EIGHT HOURS SHALL BE REJECTED AND DISPOSED OF OFF-SITE AT CONTRACTOR'S EXPENSE. PROTECTION; SPECIAL CARE IS TO BE EXERCISED BY THE CONTRACTOR TO PREVENT ANY OF THE SLURRY FROM BEING SPRAYED ONTO ANY ADJACENT PROPERTY, ETC. ANY SLURRY SPRAYED ONTO THESE AREAS SHALL BE CLEANED OFF AT THE CONTRACTOR'S EXPENSE. HYDROMULCHING SCHEDULE[ AS AN ADDED PRECAUTION, THE HYDROSEEDED AREA SHALL BE PRESOAKED WITH WATER BY THE IRRIGATION SYSTEM TO A DEPTH OF THREE (3) INCHES 48 HOURS PRIOR TO THE HYDROSEEDING INSTALLATION. APPLICATION RATES: CELLULOSE FIBER -2,000 LBS/ACRE M·BINDER -140 LBS PER ACRE SEED MIX -AS INDICATED ON DRAWINGS FERlllJZER: TURFAREA- OTHER AREAS- (12-12-12)-400 LBS,/ ACRE (0-36-0l • 300 LBS. / ACRE (38-0-0) -50 LBS, / ACRE HYDROSEEDING EQUIPMENT; THE SPECIFIED COMPONENTS SHALL BE MIXED TOGETHER IN A HYDROSEEDING MACHINE DESCRIBED AS FOLLOWS: THE HYDROMULCHING EQUIPMENT SHALL MEET THE MINIMUM REQUIREMENTS OF A SLURRY DISTRIBUTION LINE LARGE ENOUGH TO PREVENT CLOSING AND CONTINUOUS NONFLUCTUATING DISCHARGE OF AT LEAST 25 PSI AT THE END OF THE SPRAY NOZZLE. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 2000 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT EITHER SELF-PROPELLED OR DRAWN BY A SEPARATE UNIT. THE EQUIPMENT SHALL HAVE A BUILT-IN AGITATION SYSTEM UNDER OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 KILOS (44 LBS.) OF ORGANIC MULCHING AMENDMENT PLUS FERTILIZER CHEMICAL ADDITIVES AND SOLIDS FOR EACH 100 GALLONS OF WATER. PLANTING GROUND COVER SPACE GROUND COVER PLAiNTS AS INDICATED OR SCHEDULED. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF ROOTS AND BACKFILL WITH PLANTING SOIL. WORK SOIL AROUND ROOTS TO ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUCER INDENTATION AROUND PLANTS. WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO COVER CROWNS OF PLANTS WITH WET SOILS, PROVIDE PLANT TABS PER SPECIFICATION 3.5,2. 3,7 ,3. PROVIDE 3 INCH THICKNESS OF BARK MULCH IN ALL NON-nJRf PLANllNG AREAS LESS STEEP THAN 3: 1 (RIPARIAN AREAS EXCLUDED) 3.8. POST FERTILIZATION 3.8.1. POST FERTILIZATION FOR ALL AREAS SHALL OCCUR AFTER PLANTING AT A RATE SPECIFIED IN THE SOIL TEST RECOMMENDATIONS .. 3.9. MAINTENANCE PERIOD 3.9.1. THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE, IRRIGATION, AND ALL OTHER INDICATED OR SPECIFIED WORK ON THIS PROJECT IS COMPLETE, CHECKED, ACCEPTED AND WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT IS GIVEN. 3.9.2. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. 3.9.3. THE MAINTENANCE PERIOD SHALL CONTINUE UNTIL FINAL ACCEPTANCE, BUT IN NO CASE, LESS THAN 90 DAYS AFTER APPROVED COMPLETION OF LANDSCAPING. 3.9.4. THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE LANDSCAPE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON-COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTED LANDSCAPE ARCHITECT, 3.9.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAl~NG ADEQUATE PROTECTION OF THE LANDSCAPE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 3.9.6. THE CONTRACTOR SHALL MAINTAIN TREES, SHRUBS AND OTHER A.ANTS BY PRUNING. MOWING, CULTIVATING AND WEEDING AS REQUIRED FOR HEALTHY GROWTH; CONTRACTOR SHALL RESTORE PLANT WATERING BASINS, TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS. RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED, AND SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE, 3.10. CLEANUP AND PROTECTION 3.10.1. DURING LANDSCAPE WORK, KEEP PAVEMENTS CLEAN AND WORK AREA IN AN ORDEAL Y CONDITION. 3.10.2. PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, OPERATIONS BY OTHER CONTRACTORS AND TRADES, AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED LANDSCAPE WORK AS DIRECTED. 3.11 SITE OBSERVATION VISITS: 3.11.1. SIT'E OBSERVATION VISITS HERBN SPECIFIED SHALL BE MADE BY THE CITY INSPECTOR AND THE LANDSCAPE ARCHIT'ECT. THE CONTRACTOR SHALL REQUEST SITE OBSERVATION IN 48 HOURS ADVANCE OF THE TIME OBSERVATION IS REQUIRED. 3.11.2. SITE OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: 3.11.2.1. INCORPORATION OF SOIL CONDITIONER AND FERTILIZER INTO THE SOIL. 3.112.2. UPON COMPLETION OF FINISH GRADING PRIOR TO PLANTING. 3.11.2.3. APPROVAL OF PLANT MATERIALS. 3.11.2.4. WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. 3.11.2.5. FINAL SITE OBSERVATION VISIT AT THE COMPLETION OF THE MAINTENANCE PERIOD. THIS SITE OBSERVATION VISIT SHALL ESTABLISH THE BEGINNING DATE FOR THE WARRANTY PERIOD OF PLANT MATERIAL. 3.11.2.6. UPON COMPLETION OF THE WARRANTY PERIOD. 3.11.3. ACCEPTANCE: UPON COMPLETION OF THE FINAL SITE OBSERVATION VISIT AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING (1) WHETHER THE WORK IS ACCEPTABLE; (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. 3.11.4. THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH SITE OBSERVATION VISIT BY THE LANDSCAPE ARCHITECT. END OF SECTION 02900 "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. RCE REVIEWED BY: DATE EXP. ' INSPECTOR DATE ~ CITY OF CARLSBAD fSHmil t---+--+---------------l-------------+---l----11----l ~9__j PLANNING DEPARTMENT ~ ~;:::.::::::::::::==========::'...:::~ DA TE INl11AL "NGINEER Of WORK REVISION DESCRIPTION DA TE IN111AL DA TE IN111AL OTHER APPROVAL CITY APPROVAL . PLANTING SPECIFICATIONS FOR: THE RANCH RANCHO VERDE, UNITS.2 & :3 DWN BY: PROJECT ND. CHKD BY: FIELD BY: CT-89-18-2 C.M.W.D. 93-308 - DRAWING ND. 347-BL . ' I I I I ) ; I: ' \ (l· ... ·'.· ··.\. '-\ \ i \ ,, .,\,\\ \/ ,, \\\.\ / \ . ' ,,,, \ I I I I \ \ I \1 < I ' I ) I \ I , ;l I I I ' 1/// // _/ I ' I '''.., """':,.,:~::::;,,, ,, .. , / '/;I / I I ' / .' \ \ " \ j ,} I I I\ ,\,\ :i ",/ "'"""'''""'''" ' / I I I I I I I I I ,' I / I '..P. 1 . ~/ . , 18.P. 2 .. 55,G 1\~.,) / j >~ I t .. ,.. ,, \'' , . .,.,.,. ' ,,, I •' ,,· . .,, I \ :,t;;) \\~,, ... ~-: . 1· ( ((''~ T p 265···~5·~-.. 1 .•. ··, · .. • • B.P: l ; ' I ., I A I I .•··· .. I .... l )11 l ....... •· · ,,,,,1,'' I / / . I) l· ( /1 ,,,1\ \ )'I 11 , I \ ' '' 0 '-•1 "rn, ',/ ' / / I ' ' ',,, /;/' ,\1, -- (?7~ ' I • \ L l.; I : ,,,.,: () '"' """ '"' ,(,, .,,., VIEW/WOOD FENCE VIEW FENCE TERRACE WALL 11!!1 PILASTER NOTES: ' ' ' \ I """'"'"'"'"'"''.I"'" ,11,,J,,,,,.,m"" ,,h>'•'"'"'"'""""'"-"'"'" ·+/ ' i I I I : , , I '' j I , 1 SEE SHEET #39 FOR CONSTRUCTION DETAILS. L,.,, ,'! / ( f'"'"·" "!!·l'''J', .. , :) / ',\··••. ,>1 . ·. ········ ..... / .. , ..•. ',," \ ,,,.,,,, .. ,, .. •\\ "''' \ ·, "", \ \ 3 TERRACE WALLS SHALL RECEIVE NATURAL STONE VENEER. 4 NO STRUCTURE, FENCE, WALL, TREE, SHRUB, SIGN, OR OTHER OBJECT OVER 30 INCHES ABOVE STREET LEVEL MAY BE PLACED OR PERMTTED TO ENCROACH WITHIN THE AREA IDENTIFIED AS A SITE DISTANCE CORRIDOR IN ACCORDANCE WITH 1'11TH CITY STANDARD PUBLIC STREET DESIGN CRITERIA SECTION 8 B.3. THE UNDERLYING PROPERTY OWNER SHALL MAINTAIN THIS CONDITION, 2 SEE SHEET #39 FOR GENERAL CONDITIONS AND ADDITIONAL NOTES. I / "" "'-'"' / ' \ " C \ 40 """":/,'.,.,_, ,,,,." I \ 1. I \ \ \ C'C \ \,) ,) "', ~\y,,.,,,i::,::-:·:::: I I \ \ \ \ \. 80 " \ 120 I I"""" 2""'' .. ''') \,,,., .. """" "" ('"") () () ·7c) ( / I I I "'"""'f-''"'"'"' I \ I (6 1 9; 9 3 I-8 6 3 7 fA~:(619)9Jl-2ti4t DATE· G/7/"IG ,IOB NO: "15020 1 · ~ 40' DRAWN BY: A.J.E. I I I I I I I I I I i' 2' Iii',::·. ·1,·.·).· \ ........ :::.~::~ .. :2; """',"'' 7'1 / I I I I I I I I \ .... [,c.:,.P,..:.., ___,,.:;2~7-"'=3 ,,.-=---0 I //8 P. 266.5 I i ,1 DATE INITIAL ENGINEER OF WORK I T.P I ' -/ p B.P. ·•,iiillll I I :.;:,. .. :,:: ,. ... :,."" I . -.. , I I 4'.'.) I (1'fi6 9) I I I I ) .. " t "'"'"'"'"•""""''"''"+· (•',1t-''7"' ·7·"') """ ) ' ''"'•'"'"'""·'"'"'"'"'""'"'""'' 74. 267.7 .. REVISION DESCRIPTION 0 I / "' ,,, I ' DATE C') c••'") I L.,,J L.1.J (/) / /'"' ,, .• 'l,o : " I ) \ I I •"1:::·,···::··,·::·,·····:::·,••1) ( , .. C,,,,d,,,. ! '")" ., '"'"!"'•'"'"'"'"'"""'·'"""'""" ' ' ) ( I -,, / ( ( I J ""''''''"""'"'""."""'"'"''""""''" ···I ....... "" '" + KEY MAP -t---,._ .. ,,,, .. ,,,, .. ,,,,-,,,,,,, I l •"' /' \ (:,>!)'.J ~J ( ), 7 . ,,, ..... I I / APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. AS BUil T EXP. ___ _ DATE APDR::-::0:-c-VE:-:-:D~; Q~~~~~=::::--__ _______!_/~J/.. 'f z 1\' ".:STANT ANNING DIRlCTOR DATE --DWN BY: __ _ PROJECT NO. DRAWING NO, INITIAL DATE INITIAL CHKD SY: __ _ CT89-18-2 347-SL OTHER APPROVAL CITY APPROVAL RVWD BY: C.M. W.D. 93-3 8 --·· • I I I I I ! I \ I ; ' I I I I \ / / I I I ' ' I ( I I ·1 ' \ ····\ \ ·r:::·· .. ,,,,,_ -:: .. ) / i .. ,,\ .. """•;1•"" ... :· .. ·.·· ·.· ( 1 '- 1·····•··· \ .\ I. ,, .. ,.II' / / \ \ I ' ' \ \ I I I ( I / I ) ! I I I I I ! I I -' I : \. I I I I I I / I ... C1 ·r l·I \ 1·. ! I i l} I l) i~ [ \ I I . 11 !\ ! T " ····T" : / \ I,' ' '!~ 1-j · I I I \ / I( ( ', I i I \ 1 I .' I I I / / / ' / I • i / ( / ' I I f ' , } .! I I / " " I I ' \ / I I I / ' ~;_,_. ..... ·-' ' \ ' \ \." .\ . ' \. , / \ / '"""\ \ <(( \ \ \ ' \ i 11r····••;:'.10 ..... -- \ \ \ \ \ \ \ / ! I I I ( / / l \ t.( p,. 13.P. \ \ 260.'1 253.6 \ \ \ \ i I ,- ) / --VIEW/WOOD FENCE VIEW FENCE TERRACE WALL fl PILASTER NOTES· I I \ I I , ' ,I / \ I 1 SEE SHEET #39 FOR CONSTRUCTION DETAILS. \ \ \ / \ 2 SEE SHEET #39 FOR GENERAL CONDITIONS AND ADDITIONAL NOTES. ) \' \ \ / / ( I I I .\ \ / / , / / I / • / / / ( .,. . '""".. . \ '""",,, '• /\\\)I ·/ , I I 3 TERRACE WALLS SHALL RECEIVE NATURAL STONE VENEER. I I 4 NO STRUCTURE, FENCE, WALL, TREE, SHRUB, SIGN, OR OTHER OBJECT OVER 30 INCHES ABOVE STREET LEVEL MAY BE PLACED OR PERMTTED TO ENCROACH WITHIN THE AREA IDENTIFIED AS A SITE DISTANCE CORRIDOR IN ACCORDANCE WITH W1TH CITY STANDARD PUBLIC STREET DESIGN CRITERIA SECTION 8 8.3. THE UNDERLYING PROPERTY OWNEF: SHALL MAINTAIN THIS CONDITION. / / (·. 2·' ., 2····.· .) '" ,) .,J " '• '"'"""""" """" """"' ""''" / !,, .. "'"'•, / i I ' / ' / ' / 0 I I I I / \ ,,.,,.., ... , / 40 r / ( "",t" •. ,. ,I,· .. , 15' SEWER .. " \ "'""""""'•···•,,, ... ,..,,,,.,,],,,,,, .. ,,,,, .. i 80 120 f; /':;) ( ·•'.,I i\ .. l ' .. :, : .. ' """",. ,.,, ~1111111111, //b1/"/:1/ ///'··~:: .. · (./1!/ \<, ,;··· I j 'I I / / / •"' / / ' I " / ,· / _/ . / / i / / / i /'''''''' " " I i I I / / i I I i I I I ' I 1 I I I I I ,/ / ( / / / , . ..-•'"'""''' ", ',, '\, ·, .... " ...... ',,,..,,,, AOL ~ PLANNING ·, ,, ; ASSOCIATES . 1~~tL LAI-..JD PLANhJl~-..JG LANDSCAPE ARCHITECTURE ":,962 l A PLACE COURT. SL.IT[ 20~, C A R L S B A D, C J.., 9 2 0 C 8 [6 I 9) 9 J 1-8 6 J 7 JOB NC 95020 SCALE 1· = 40" DRAWN BY· A.J.E. """"'_.,,,, / /''" .· .. ,../ _/ / / I ···· ;.ii1111IIII~ --liiilllllllll Ill"" . l ·"· ,.,..,,,,,--.. !•""''"'"""'""' / / / / / i / I / . ' ' •" / . / i / / /_ .. " / '"·• ... I "'"'" ,. .... •"'"" ,,"' , .. •·•' ''""'' i / '/ / I I ,,,I ,, .. ,,....•"" / / ' , I j I I I . /1 I ; I I I i I ; I ,I / / I / I / I I I 1" / .f I i I I / ' / KEY MAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. AS BUil T ----EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1---"----t--+----------------+----11----------1---+----. ~~==2===:::::::::P::LA:::N:::N:::IN::::G::::::::DE:'.P::A::R::TM=:E=:N:::::T===~~==g=~ WALL AND FENCE PLAN FOR: THE RANCH RANCHO VERDE, UNITS 2 & 3 r-:::-c-:--+-~--1-------------------1----1---+....-----+....--+---l DWN BY: __ _ DATE INITIAL DATE INITIAL DATE INITI L CHKD BY: __ _ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ENGINEER Of WORK PROJECT NO. CT89-18-2 DRAWING NO. 347-SL '-----------------------------------------------------------------------------------------------------------~C:::_·.:.:_M:. W:.:.:__::.D:..:_-_9:3::__::3_::D_::8 ______ ~NO~T~~0 __ ,_· _,,,_, _____ ....J • • ;/ // // ' I ' ' // ! ,:, I . ,, ,,, I I ' / . ,( . ' I \ .. \\;\A/ \ / ,, / j "'""' .;, .. , .. '"'"' J "' t·:,,, ' 1,11,,,., ui I / ' / // !/ ;/ r 2756' 0 7 .. ,,,, .. ,"''"'''" "" / ........ , '.,, j I / · 111-1111111~~ ' ' 1111111111, 1rl· ·1 . \ "'•· ',,::,· ,,, ' . i""\ ,.l \ ' ·,,, ''(\ "\ '\ ◄IWUIMIIO --VIEW/WOOD FENCE VIEW FENCE TERRACE WALL II PILASTER NOTES: 1 SEE SHEET #39 FOR CONSTRUCTION DETAILS. 2 SEE SHEET #39 FOR GENERAL CONDITIONS AND ADDITIONAL NOTES, I I / I I I j , I I I I I ,.\ '"'·•\ .... \ i ) I I I I I I I 3 TERRACE WALLS SHALL RECEIVE NATURAL STONE VENEER. 4 NO STRUCTURE, FENCE, WALL, TREE, SHRUB, SIGN OR OTHER OBJECT OVER 30 INCHES ABOVE STREET LEVEL MAY BE PLACED OR PERMTTED TO ENCROACH WITHIN THE AREA IDENTIFIED AS A SITE DISTANCE CORRIDOR IN ACCORDANCE WITH WITH CITY STANDARD PUBLIC STREET DESIGN CRITERIA SECTION 8 B. 3. THE UNDERLYING PROPERTY OWNER SHALL MAINTAIN THIS CONDITION. ·I""""' m,-+,m '"'"""'""'"'"'"'''" I I ' ' I 0 80 1 2 Cl l.At·-.,D PLANl'-..ING LAhlDSCAPI::'. ARCHITECTURE 5962 LA1 r'LACE COLJRT, SUITE 205 C A R . S 8 A D, C A. 9 2 0 0 8 (6 1 9) 9 J 1-8 6 3 "/ f A X (6 I 11) 9 3 I -2 5 4 5 DATE JOEi ~O 95020 5CAL.E:: DMWN BY: A.J.E. \ ( I , f / \ I / \ \ \ '"'""· ' - I r 'l I '"'''),, ""{' \,,, ,I , I I \ \ \ f \ '"'"""'"''"'"'"'"'"'" ,,,;;,:;,,, ... , .. ,,, .. , ,,_,,,,,111111!:•-,·,::1'::"'":"'" KEY MAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. AS BUil T EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE E==E==t=================~==E==E==E==3 ri'il ~3~1 ~CI~T~Y~O~F~C=A=R=L=S=BA=D~I ::::~=!I PLANNING DEPARTMENT WALL AND FENCE PLAN FOR: THE RANCH VERDE, UNITS 2 & 3 E===t====~======================j===l~===t===3=::j ~A~P~Ro6'cVE~D~: == _ =:;i;-~_~===~~~~~d ENGINEER Of WORK C.M.W.D. 93~308 \_,\./I / / I ' ' ;· '/ I ,,, ' ( . . . . ' / OXXlCl:OlX> --VIEW/WOOD FENCE VIEW FENCE TERRACE WALL II PILASTER NOTES: I I / _, '"'"'''""· ,,, "'n ( > .,,, ' / / / / I ( I SEE SHEET 1/39 FOR CONSTRUCTION DETAILS. / / / I I / i ) I I I / ' I ,/ / I / ..... ; / / / / ;' / / ,,,,,,m ,e / I , .. ' I """'' "''"' \ ... \ I / ' / / / I / / ' I / ' I 3 TERRACE WALLS SHALL RECEIVE: NA TUR AL STONE VENEER. 4 NO STRUCTURE, FENCE, WALL, TREE, SHRUB, SIGN, OR OTHER OBJECT OVER 30 INCHES ABOVE STREET LEVEL MAY BE PLACED OR PERM TTED TO ENCROACH WITHIN THE AREA IDENTIFIED AS A SITE DISTANCE CORRIDOR IN ACCORDANCE WITH WITH CITY STANDARD PUBLIC STREET DESIGN CRITERIA SECTION 8 B.3. THE UNDERLYING PROPERTY OWNER SHALL MAINTAIN THIS CONDITION. 2 SEE SHEET #39 FOR GENERAL CONDITIONS AND ADDITIONAL NOTES, 0 I I I I I I \ ' ' I \ I I I ' 40 I I I 80 I I ( I I I I I ' / I I I ./ / I I I I / 120 / ' I / I /' I / I / ( / ;' / I I / AOL PLANNING ASSOCIATES """"'' ... ~• •"'"" """"'-~"'"'' , ......... "'''"' .. -' c...A1,.D PLANl'-J NG ..... Al'-!DSC.APE ARCHITECTL.JRE: .5962 LA PLACE COlJRT, Sl!IH; 7CJS C A R L S 8 A D. C A. 9 2 0 D 8 (6 I 9.1 9 j I-· l'I 6 3 1 :Ax (51~_1931-2645 DATE G/7/9G JOB NO 95020 1 · ~ 40' A.J.E. .... , '"' .. ,,,,_ -""" ,,,-.,, ''"'""' "'"'"" """'"' -w'. ''/' (V" 1 ,.; --".). -· r''" '" """"""""' -,,,,,, ""•~• \ \ . .., ,, ,>':,to \ \ \ I \ 1 ( \ \ \ \ I I / \ \ I \ \ \ \ \ \ / I \ \ \ I I \ ,l I \ \ \ \ \ I \ \ \ \ . I I \ \ \ \ \ ' \ \ i \ \ I \ \ \ \ ) I \ / / ,,i ; \ \ I I I I I I ,, \ i I ) I I / \ KEY MAP APPRO\/tO F"OR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" ____ EXP ___ _ DATE REVIEWED BY· INSPECTOR DATE ~ CITY OF CARLSBAD f---f---+----------------+---i----+----1----1 ~ PLANNING DEPARTMENT 1-----1---t------------------1------11------+-----+---1 ~----l---+-------------------1-----lc----l----1----1 WALL AND FENCE PLAN FOR· ~ THE RANCH RANCHO VERDE, UNITS 2 & 3 t-----+---+--------------+--l---+--+--~-AP_P_RO_VE_D_:4/~&./4<".:..<:.!~~:l:<::..------1...f~5~17 1----1----+----,------------+---l----l----l----l ASSISTANT PLANNING DIRECTOR DATE 1--c-::::---lf---+-----------------.J.---1----l----l----1 DWN BY:___ PROJECT NO. DRAWING NO DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:___ CT89-18-2 34 7-8L ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL crn APPROVAL ~R~V!!_W':'_D__1B~Yr_:_:.===.J'--------------'L------' C.M. W.D. 93-308 I / / ' I • I I • I I I J I / I \ • \ \ \ \ \ I \ \ \ \ \ ::'\ ,, " ~"'"" \ \ I \ \ I I I \ \ "'"'"'"""""'"';;;;,; ""'~''"'"'"'"'"'''" '::"''""''''"'"'"'''" ·" I , /,.••·""·•'; I I ,..,,,,,,·' F ·' ,, , ... ,,1/ / • / -'•1111, ""' ,. 111111111 ... ,,,,..,, ""''( I ,. / ' / • i I I I ' I / I I I ,/ / ·,x/ . ... ··" / ·: l<, . ·, '""" 1 ("·) (" )· " .· .... () / / / / / I '\ .. •·· ~~ I I ( ' I / \ \ \ I I ' I ' \ \ ?71) ,. ,, \ .... • ........... -- ( ( I \ / / / i I I I I I \ \ \ / '' ., ,. ,.,. :)\,) ' ( \ / I , ! I \ VIEW/WOOD FENCE VIEW FENCE WW"'".MJ TERRACE WALL 111'!1 PILASTER NOTES: I I , I I I ! • I I \ "'"' ·""''" ' ' I ( .. ? ().);!, c? ) 1 SEE SHEET #39 FOR CONSTRUCTION DETAILS. I ··· l l ' , ... I \: ..... . ,,, ... , ' ·\ \ T.P. B.P. 2 SEE SHEET #39 FOR GENERAL CONDITIONS AND ADDITIONAL NOTES. liiillf··· \ .. / ... ,,,,, .. , ,, / i ........ ,, ... ' I / j' / I ' "'· ,, .. ,'"''". I ,. ...... ,,.,,., ... , ,, I . I ·: .. tlo \ f P .. ,,,293!5 ... .P .. 287.0 :-.: ' ~- ,~,.,; ///' i . ////:/ Ill .... ,, ....... ,, J ..... ":,,,.,..,;1::'."""'""". ············· .\.·llliil . .. ___ ,.. .. -' . " -·--" ...... -\, ... , ... ----. T:P 286.0 ca . . .. . \ , BP. 2 9. _,, \ .··•" ,, ~ ' ~···· I ,., . [. .\ ..... ········ ,... .., . ~--.... ---\ .. / \ ·········J)········· . \ ......... ····· . (·<~''. . • ,1 ---\ .. :~,,~\·.:, (·'"\ (~:.· ·: ·1 ·-.. ~ ,,, ,,,'/ " 1"' -~ t;) . : ......• (')":1 . . . ';l'\ .... •····· , ..... ,,.,.,.,., ....... ,, 3 TERRACE WALLS SHALL RECEIVE NATURAL STONE VENEER. 4 NO STRUCTURE. FENCE, WALL, TREE. SHRUB, SIGN, OR OTHER OBJECT OVER 30 INCHES ABOVE STREET LEVEL MAY BE PLACED OR PERMTTED TO ENCROACH WITHIN THE AREA IDENTIFIED AS A SITE DISTANCE CORRIDOR IN ACCORDANCE WITH WITH CITY STANDARD PUBLIC STREET DESIGN CRITERIA SECTION 8 B 3. THE UNDERLYING PROPERTY OWNER SHALL MAINTAIN THIS CONDITION. .. ,.. ' 0 40 / ·Ill•, ·,./\ ,,,, / ' . . ii ) •"" ,,, . . T.P. BP I I I so 120 / I I 1 '.::: () I I L A H [; P _ A r-...J ~-~ I l'l G l_.Al'-JDSCA 0 E ARCHITECTURE:: 5962 LA PLACE COURT, SUITF :Z05 C A R L ':, B A Q, C A. 9 2 0 0 B (6 1 ~) 9 J 1-B 5 3 7 F~X (619)951-264:! .JO!s i\'0-'15020 D~AWN BY A.J.[. ,. \ i I \ / / \ \ \ \ \ \ \ I I / / "'"• \ I I \ / ,' I I • I \ I \ '"'"''"~ ""'""' . I \ \ I I \ ' ) I i I I I \ \ I \ : I / \ I \ I I I j ; / / / / / / ( \ """"'' _ .. ,., ....... ""'~'"' "''''y """ ,., ...... """ \ . _, "'"'" I I \ ... 1,, ... I I \ KEY MAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS AS BUil T EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ i-----+---+------------------1------1----l---l----l ~ PLANNING DEPARTMENT ~ ;:::::==--=======::::::::::::::=====:::::::::======-'====: WALL AND FENCE PLAN FOR: THE RANCH RANCHO VERDE, UNITS 2 & 3 i-----+---+-----------------1------1----1---i----l DWN BY:___ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:___ CTSg-18-2 347-8L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL L!_;R.::_VW~D::._:::B..:.:Y:-===.lc.___-~-----'"------' C.M.W.0. 93-308 i I I I -..,j I I I 1 • j :1 1 : C .. ·, "'J \ \ . "'"'"'"'"'"'"-"'""'"'' ( " \,, ·'.:) :,,:,i) ,.,,.,,,,,,,,,,\""'""'"'' .... 1 ...... \ ,, .. "'\ ·"" ~" \\, \ ,,,."''"'' ,,, ... ,,, """''" ,, ...... , I ' '·""' / / / .. -=.TBc'c·.pp="·.·=·······-='239:c-¥-.... ···.·· ·······•·/ ·•:::"'; "'"'""· \ --VIEW/WOOD FENCE VIEW FENCE w==m TERRACE WALL 1111 PILASTER NOTES: 1 SEE SHEET #39 FOR CONSTRUCTION DETAILS. 2 SEE SHEET H39 FOR GENERAL CONDITIONS AND ADDITIONAL NOTES. I I I 3 TERRACE WALLS SHALL RECEIVE NATURAL STONE VE:NEER. 4 NO STRUCTURE, FENCE, WALL, TREE, SHRUB, SIGN, OR OTHER OBJECT OVER 30 INCHES ABOVE STREET LEVEL MAY BE PLACED OR PERMTTED TO ENCROACH WITHIN TH[ AREA IDENTIFIED AS A SITE DISTANCE CORRIDOR IN ACCOFlDANCE WITH WITH CITY STANDARD PUBLIC STREET DESIGN CRITERIA SECTION 8 8.3. THE UNDERLYING PROPERTY OW'-IER SHALL MAINTAIN THIS CONDITION. '11,::: ,, '•,,,, "':,., .. , 0 I\ ""'"I ''''11:::': ' 1 ""''' ··· ........... i \\\·• I \) I ,'\:'\\\ .• r : \x·\: ···.(,,· ,, ... ... ,,,;:"'"'''' 40 I 80 ',,.,, \ \ I • ' "' m "" • -Om \ \ \ \ 120 1 ... AND PLANr-.JING L.A.NDSCAPE AR:CHl"TECTLJR~ 5962 L.A. PLACE COURT. SUITE 2oe (; A R L S 8 A C, C A, 9 2 0 C B (6 1 9; 9 3 I-a 6 J 7 f Al . (6 I i) 9 J I -26 4 5 ,JOE! NO· C15Q2Q SCALC· l' = 40" DRAWN 1:3\": A.J.E. \ I \ I ) .. ... ~ ,,, .... , I \ \ ) \ I ) ! ( \ KEY MAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" ___ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ f-----+-----if---.---·----------+...---1--+----l------l Ll_§_j PLANNING DEPARTMENT ~ ~==='...'====::::::::::::::::::::::===:::::::::::::::=:====:::::::'....'::===~ f----+---l--------------~---+--+----l-------1 WALL AND FENCE PLAN FOR: THE RANCH RANG_HO VERDE, UNITS 2 & 3 l----+--+-------------+------+--+----1---1 .....,AP=P=RO=-V.,..,,ED=--i:7i;;VJ_,;/L.i~:::.i.::::' Y=--=-,., ________ c_l-11-?7 r------+----+--------------+---+--1----+----I ASSISTANT 'PLANNING DIRECTOR DATE r------+----+----·----------+---+--!-----1-----1 OWN BY: __ _ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ _ REVISION DESCRIPTION R D B ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL VW Y: C.M.W.D. 93-308 • PROJECT NO. CT89-18-2 DRAWING NO. 347-SL l·j _,-._ I ;;1.'" ~ ~ ~ .. '-i··~ ·, ' ,----------------! -----------------------------------------------, ;I l" . . ... , //' y .,,.' /\\,· \ .\ I STORM DRAIN EASEMENT \ ' \ --VIEW/WOOD FENCE VIEW FENCE TERRACE WALL Iii PILASTER NOTES: ·····/•,' .. · "'" ' ,' ··~ \ /.·\ . ,"!\', 1 SEE SHEET 1/39 FOR CONSTRUCTION DETAILS. 2 SEE SHEET 1/39 FOR GENERAL CONDITIONS AND ADDITIONAL NOTES, 3 TERRACE WALLS SHALL RECEIVE NATURAL STONE VENEER 4 NO STRUCTURE, FENCE, WALL, TREE, SHRUB, SIGN, OR OTHER OBJECT OVER 30 INCHES ABOVE STREET LEVEL MAY BE PLACED OR PERMTTED TO ENCROACH WITHIN THE AREA IDENTIFIED AS A SITE DISTANCE CORRIDOR IN ACCORDANCE WITH WITH CITY STANDARD PUBLIC STREET DESIGI\ CRITERIA SECTION 8 8.3. THE UNDERLYING PROPERTY OWI\ER SHALL MAINTAIN THIS CONDITION. 0 40 \ . \ \ 80 I" / </! .,,,: .. ·:! , ;,, \ .. , .. ·"\.\·······--"'"•" ' 120 "'"'"" ··, ....... ,. ""1""" ········ '.) ... ,,,,,,,·,,, ,, "' .. ,'I ,1 '1 .r.,,.,,1, ... AOL PLANNING I l::i:,. ASSOCIATES __ ...111',a;·~i1CL l.Afs..D P ...... ANJ'....l~s.lG LAl'..JDSCAPE ARCHITE:'CTURE 5962 LA PLACE COURT, SUITE. 205 C A R L S B A. 0, C A. 9 2 0 0 8 (6 1 9) 9 ,) 1 .. 8 6 ,1 1 f~X-(619)931-264~ DATE: G/7/9G JOB <.JO 95020 1 · = 40' D'sAWN 6Y: AJ.E. ......... j "•,,, ... ,,,, ,,,.,_ "' "'' I '.,,,, ' ' \ \ \ ""'-"""'" ., ' '\ ,, ...... , .. , ...... ,,, ...... ~ .. ,:·· ... ( j()4.,!) ', "" ... ~""'"' / (-J-(t-i., .... ~1 )< 1 ,) ~;) \ \ I I ' I \ I \ I '• ' ·,,,.,,, '>··, ... ,, II I .:.1 <::~,~ I I (:) j i I \ \ \ \ \ \ \ \ I I I I I ) ( I I ) ) I / ,, ·1 KEY MAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS, AS BUil T ___ EXP ___ _ DATE REVIEWED BY: \. INSPECTOR DATE ~ CITY OF CARLSBAD l-----+------1---------------+------1--+----+------I ~ PLANNING DEPARTMENT ~ ~ l-----+------1---------------+------l--+----+------I 1-----+------1---------------+------l--+----+------I WALL AND FENCE PLAN FOR: THE RANCH RANCHO VERDE, UNITS 2 & 3 l----+---1---------------+--I---+---+---, _AP~P~R~OVE_o,ULe.....:.c=,. _______ i-$,/-f'7 f----+----1---------------+-----l--+---+----, ASSISTANT LANNING DIRECTOR DATE 1-----+------l---------------1------1--+---=--+------1 OWN BY: __ _ _D_A_TE___._IN_ITI_A_L +-O_A T_E__.__IN_IT_IA_,L CHKD BY __ _ RVWO BY: ENGINEER Of WORK OTHER APPROVAL CITY APPROVAL DATE INITIAL REVISION DESCRIPTION C.M.W.D. 93-308 PROJECT NO. CT89-18-2 DRAWING NO. 347-SL I I I I' .. -i I I H I 'ii • , l'.Jl .. ,, , ,, ,1;·1 ·,! ,j\j / ,,.. L-------------------------------------~., - ,, ,, ....J, / . ! \ •··-\, \ \ " ' ,,'' \ ""'"'''•,:,:,, ..... ,. \ ' \ \ \ ' ' \ ) \ \ ~ tFe· .P. I\ \\ I (") ,, ..... ., ' / I :,,,,,,,, .. L (\ // \ -,. T.P. 06.2 B.P. / 299.7 l 299.5 "" ·~ ,' \, ,./ I ,' I \ ' I I TP. I B.P. ·, I / I( T.W. 293.8 .. 8.W. 1290.8 I ! \ \ \, \ .:• ---. ··--... .. \ \ T.P, ' , 1 B P. \ 311.2 304.7, I I ' \ I ' I \ ' , .. , "\\\ \ :) I \ I //)!•-, \\ \ I I 1 1/\,,i ,;) _ \ ) 1/) ;\/:J ' ,\ .. \, ' ' \··_·_······· ,,,, .... . ' ,, ... . \: ,. ' mmm,oJ~ VIEW/WOOD FENCE VIEW FENCE = TERRACE WALL m PILASTER NOTES: "\"" , .. , ... -· _.,. ,,,,,m' I 1 SEE SHEET #39 FOR CONSTRUCTION DETAILS. 2 SEE SHEET #39 FOR GENERAL CONDITIONS AND ADDITIONAL NOTES. \ \ \ i; ,, \ ' .. , I \ ~II \ '·'111 ~ ,,,,,,·,·, ""' \ \ ' \ I ,, .. . , ... . 3 TERRACE WALLS SHALL RECEIVE NA TUR AL STONE Vl'NEER. 4 NO STRUCTURE, FENCE, WALL, TREE, SHRUB, SIGN, OR OTHER OBJECT OVER 30 INCHES ABOVE STREET LEVEL MAY BE PLACED OR PERMTTED TO ENCROACH WITHIN THE AREA IDENTIFIED AS A SITE DISTANCE CORRIDOR IN ACCORDANCE WITH WITH CITY STANDARD PUBLIC STREET DESIGN CRITERIA SECTION 8 8.3. THE UNDERLYING PROPERTY OWNEF: SHALL MAINTAIN THIS CONDITION \ \ \_ \ . \ 0 80 120 l AOL I PLANNING ~Hi•·· t: . • 'l.;. ASSOCIATES 'EJll[L L A. r·..J [:, F~ _ A h. bl I N G l.Ar,1DSCAPE ARCHITECTURE 59e2 LA F'L.A.2:E COUPT, SUITE 205 C A R L 5 g A D, C A, 9 2 0 0 8 (6 1 9) 9 3 I-B 6 3 7 Fli.X·(619)931-264~ .. 08 so 95020 DRAWN BY A.J.f:. \ \ ( \ I •, I ) ,,,,./ I ) ( \ ' I T.P. 8.P. \ \ 20.6 314 1 /\ ---~ I KEY MAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. AS BUil T ___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~8 CITY OF CARLSBAD f----+--+-----~-----------+---+-~+---+------i ~ PLANNING DEPARTMENT ~ ~ f----+--+-----------------+---+--+---+------i t-----+--+----------------+----+--+----+--,-, WALL AND FENCE PLAN FOR: THE RANCH RANCHO VERDE, UNITS 2 & 3 APPROVED: -,,:,:-,,; t---t---+------'..--------+--+--+---+---1-:-===c:-~~~~~--~r3~fZ t-----+--+----------------+----+--+----+-----< ASSISTANT P ANNING DIRECTOR DA TE t-----+--+----------------+----+--+----+-----< DWN BY:___ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:___ CT89-18-2 347-8L REVISION DESCRIPTION RVWD BY ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL : ---,--... ,. __ C.M .. W.D. 93-08 i\U I . i ! I ',: • I I I " " I I / j ~ I ,.. ! -~ .... r--------------------------------------------------------------------------------------------------------i I 1. 2. 3. 4. 5. 6. 7. G!N!ftALCONomoNS PBOIECTION OF I IEE AND fBOPEBTY CONTRACTOR SHAL1 PROTECT ALL CONSTRUCTION ANO LANDSCAPING F ~OM DAMAGE AND, WHEN REQUIRED, PROVIDE GUARDS OR COVERING. ANY DAMAGE $HALL BE REPAIRED OR REPLACED AT THE CONTRACTOl'C'S EXPENSE. CONTRACTORS ... ON THE JOB SHALL CARRY THE FOLLOWING INSURANCE: (1) WORKER'S COMPENSATION, (B) PUBLIC COMPRE~'':NSIVE GENERAL LIABILITY, AND (C) PROPERTY DAMAGE, IN AN EMERGENCY THREATEI ING THE SAFETY OF LIFE, WORK OR ADJOINING PROPERTY, THE CONTRACTOR IS HEREBY INSTRUCTED TO ACT AT HIS DISCRETION TO PREV[NT SUCH LOSS OR INJURY AND SHALL MAINTAIN THE FOLLOWING MINIMUM LIABILITY INSURANCE COVERAGE DURING THE CONTRACT PERIOD. B011LY INJURY PRO~ERTY DAMAGE COVERAGE $250,0/li) PER INDIVIDUAL, PEA OCCURRENCE $100,000 PER OCCURRENCE, AGGREGATE THE CONTRACTOR SHALL CAUSE TO BE NAMED ,s ADDITIONAL INSURED IN SUCH CONTRACTOR'S PUBLIC LIABILITY, CONTRACTOR'S PROTECTIVE LIABILITY AND AUTOMOBILE LIABILITY INSURANCE POLICIES THE FOLLOWING: (A) CENTEX HOMES. 5962 LA PLACE COURT, SUITE 250. CARLSBAD. CALIFORNIA 92008 (B) AOL PLANNING ASSOC/ATES INC., 5962 LA PLACE COURT. SUITE 205, CARLSBAD. CALIFORNIA 92008. CONTRACTOR SHALL NOT CAUSE THIS POLICY TO BE CANCELLED OR PERMIT IT TO LAPSE, AND THE INSURANCE POLICY SHALL INCLUDE A CLAUSE TO THE EFFECT THAT THE POLICY SHALL NOT, AT ANY TIME DURING THE CONSTRUCTION PERIOD, BE CANCELLED OR REDUCED, RESTRICTED OR LIMITED UNTIL FIFTEEN (15) DAYS AFTER ALL ADDITIONAL INSUREDS HAVE RECEIVED WRITTEN NOTICE AS EVIDENCED BY RETURNED RECEIPTS OF REGISTERED OR CERTIFIED LETTERS, THE CONTRACTOR AGREES TO HOLD THE OWNER AND LANDSCAPE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING OUT OF HIS OPERATIONS OR THE OPERATIONS OF ANY OF HIS SUBCONTRACTORS, MATERIAL SUPPLIES, OR AGENTS. ALL LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED 01 IT flV THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ANO THE CIVIL ENGINEERS IMFROVEMENT PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER O"l LANDSCAPE ARCHITECT IMMEDIATELY AND PRIOR TO COMMENCEMENT OF WORK IN SAID AREA. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO REMAIN ON, AND ADJACENT TO, THE PROJECT SITE DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR. AT HIS OWN EXPENSE, ALL DAMAGE RESULTING FROM HIS OPERATIONS OR NEGLIGENCE. 8, THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND;IOR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 9. PERMITS FOR ANY CONSTRUCTION DEPICTED IN THESE PLANS SHALL BE OBTAINED BY THE CONTRACTOR. 10. 1. 2. 3. 4. 5. 6. 7. a. 9. 1. 2. CONTRACTOR SHALL HAVE A VALID CONTRACTORS LICENSE REQUIRED FOR THE PARTICULAR WORK BEING DONE. CONTRACTOR SHALL NOT ALLOW THE LICENSE(S) TO LAPSE DURING THE CONTRACT PERIOD. GRADING AND DRAINAGE NOTES ALL SURFACE DRAINAGE TO BE AWAY FROM ALL FOOTINGS, FOUNDATIONS AND BUILDING WALLS AT MINIMUM OF 2%. CONTRACTOR SHALL BE REQUIRED TO INSTALL AN APPROPRIATE SUB-SURFACE DRAINAGE SYSTEM SHOULD SITE CONDITIONS WARRANT. SURFACE SLOPES SHALL BE A MINIMUM OF 2% TO DRAIN INLETS (WHERE REQUIRED). SPECIMEN TRES SHALL BE IN PLACE PRIOR TO INSTALLATION OF ANY DRAIN LINE. DRAIN LINE PLACEMENT SHALL BE ADJUSTED AROUND TREES. LAY DRAIN LINES WITH 1% MINIMUM FALL FOR RIGID, NON PERFORATED TYPES, 2% FOR CORRUGATED TYPES. ROUND TOES AND EDGES OF ALL SLOPES. CONTOUR SLOPES BETWEEN WALKS AND BUILDINGS. REFER TO CIVIL ENGINEER DRAWINGS FOR ADDITIONAL GRADES AND INFORMATION. VERIFY ON-SITE AND REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFORE $TART OF ANY WORK ON THIS CONTRACT. PERFORATIONS IN PIPE SHALL FACE DOWNWARD IN TRENCH. VERIFY ALL INVERT ELEVATIONS AT PROPOSED TIE-INS PRIOR TO INSTALLATION. MAKE ANY ADJUSTMENTS AS NECESSARY TO ALLOW MINIMUM FALL FOR REQUIRED DRAINAGE OF LINES. MINFO .. CED MASONIIY CONCRETE ILOCK UNIT$ SHALL BE NORMAL WEIGHT AND COMPl Y WITH ASTM C90, TYPE I. PROVIDE DEEP-CUT BOND BEAM UNITS. RETAINING WALLS AND WALLS BELOW GRADE SHALL BE GROUTED SOLID. 3. ALL CELLS CONTAINING REINFORCING SHALL BE GROUTED SOLID. 4. 5, 6, 7. 8. 1. 2. 3. 4. 5. !l. IMMEDIATELY AFTER GROUTING, CONSOLIDATE GROUT USING MECHANICAL VIBRATING EQUIPMENT. RODDING WILL NOT BE ACCEPTED. MORTAR SHALL CONSIST OF ONE PART PORTLAND CfcMENT, 3 112 TO 4 PARTS SAND BASED ON DRY LOOSE VOLUME, AND NOT LESS THAN 1/4 PART NOR MORE THAN 112 PART TIME. GROUT SHALL BE 2,000 PSI MINIMUM, PROPORTIONED 1 CEMENT, 3 SAND, 2 PEA GRAVEL. REINFORCING SHALL COMPLY WITH ASTM A615, GRADE: 40. LAP 40 DIAMETERS. ALL MASONRY SURFACES SHALL BE PAINTED WITH APPROVED GRAFFITTl·PROOF COATING, AFTER WALLS HAVE BEEN PAINTED SPECIFIED COLOR, PER MANUFACTURER'S RECOMMENDATIONS. STEEL FENCING ~ENCING SHALL l!E SEAMLESS STEEL TUBING, GRADE B, CONFORMING TO ASTM ASOl-81. LANDSCAPE CONTRACTOR SHALL SECURE ALL FIELD MEASUREMENTS REQUIRED FOR PROPER AND ADEQUATE FABRICATION AND INSTALLATION. FENCING SHALL BE FABRICATED AND ASSEMBLED IN THE SHOP TO THE GREATEST EXTENT POSSIBLE. ALL WELDS AND OTHER CONNECTIONS EXPOSED IN THE FINISHED WORK SHALL BE GROUND AND DRESSED SMOOTH AND SO THAT THE SHAPE AND PROFILE OF THE ITEM WELDED IS PRESERVED. ALL SURFACES SHALL BE PRIME COATED WITH SYNTHETIC, RUST-INHIBITING PRIMER. FINAL FINISH SHALL BE ELECTROSTATICALL Y APPLIED OF TWO (2) COATS OF A LUSTERLESS ALKYD ENAMEL. COLOR TO BE SPECIFIED BY OWNER, FENCE PANELS WHICH CROSS EASEMENTS SHALL BE REMOVABLE. 1. 2. 3. 4. CA,.PENT"Y ... ALL LUMl!lE:R SHALL l!E DOUGLAS FIR. NO. 2-GAADE OR l!lETTER, UNLESS OTHERWISE INDICATED. ALL LUMBER SHA•.L BE MILLED S4S, UNLESS OTHERWISE INDICATED. ALL CONNECTORS, ANCHORS AND ACCESSORIES, INCLUDING NAILS, SHALL BE FABRICATED STRUCTURAL STEEL AND SHALL BE HOT DIPPED GALVANIZED. ALL SURFACES SHALL BE PAINTED WITH TWO (2) COATS OF THOMPSON'S WATER SEAL PER MANUFACTURER'S RECOMMENDATIONS. j"o.LcT ( 7'f8 ' ,, OiC, TII", L {---. l (,;-D ]/ ----_.,,., V➔" .... e:r.-::.lsic i.,_, ___ f!'.e:J:-o!>.,, .... rA!-eTGc1 :r? fo~T ,.l. o/i3 x ,z.1 ~-=F.El,..\~ . I\ ' ; -·~--'.;;:_,; '""::"'-~-::::.-. i"/; -il -. ...1.J. + po,,;, ' I \ =_"-) .. --.. . ,-----~ . . ----·-. ·, " -.. -.. __ ----'--'_--.:,:.,:_-· ---. •.. .. , ._ .. - \-~ 1· i)~J1~:! ~r~ t \1 l ' 1/ 1\ I ' ' I I \ I ---\ ':-----·-... -. -. . -..:..........:. . .:.1 ·c -· . - 'ccJ!llj' I 1,11 "'-i=. c;;-', -= I ;. :. I 1 -0 11 I _1 td ~~ )\ I -~ .. ·-. l-' -t= .... ---"~. ' .. ..:~~:_':::,.- 1\ )\ s~,. I , I II I~ \ I \ -·---· , .. ~ "")-,....., .p -.. 1\i I liJJ=° ~-' -I I - I I I I I f-<- :...J ~ Y.i.f."•X@ I l>,?-1)_':----'--'> Fe:'NC:::: ~ t-'Al-h·::.!__':> ':i,-<;:~ciZ/Jz~•-1""---"""" ¾"'I:.-L!' p /: i;?O:JtQt-;') J.!.-•. J-J N t != J2. ®-_w_o_o_o_,_V_IE_W_F_E_N_C_E _________ _ l'¥T p~~ BALL STYLE POST TOP BALL STYLE FINIAL TOP h'=:=:=¢:=:cc;~=:c==t i=c',,..+---·1• ljl RAIL ~t--++---1/2" dJ PICKETS i.....++---2' dJ POST@ 8'-0" O.C. "o ·' " 1,,.-,--t---COLLAR _,-t----1•rjJ BOTTOM RAIL -=1/J/""lllliaall/"" .... i Ill -, 'iffreiil!c"" !ill 1/~ I I I 1----4 @,.:1 ,:~.:.: °"" ome rnoM JANSEN ORNAMENTAL SUPPLY CO, 10925 SCHMIDT ROAD EL MONTE, CA. 91733 (818) 442-0271 PLANTER FINISH GRADE :,WH ~ Y!l-H ~1"-1"" tt> ~ FINISH GRADE 1/2" • 1·-0· t'cJ."" / .r-fA,1"f.. erorte. fl'OM 5~ -+--.....,..----;--P, ;;)/ ~ 8" X a• X 18" CONCRETE BLOCK :t ffi ! ,,. ~ ~" lir. = 4-o-1at<-1z: .)@> 1 uo'' o_e,. =mr 1-1:11-',----,l!.4 (Vi,.l"f.) ~ !JZ."O.C,. _.tU·l't-'---WATERPROOFING ]TIT OPEN JOINT WEEP HOLES FINISH GRADE • -,.... __ CONCRETE FOOTING ~-el' •• 2 .#--4(A 'c:> 6j-lOµl rl) L---1. C.ort'..l'--e:ri!.' -f ,_' • Z.oOO r-,1 @ r..t> pA-(!, t-11 H. ©c _T_E_R_R_A_C_E_W_A_LL ______ s_e_cr_1o_N_ 1/2"s1'•0" r-1 ore : H 1-1 2..0" ADL _ _,I~ ,.. 18" .. r r 16" X 6" X 16" - CONCRETE COLUMN BLOCK PILASTER ~"X24"PRECASTCONCRETE CAP ,xi.--4 • #4 BARS (IN CORNEAS) +-srortE'. ve:HU:I"'-C..Ok'>f i!? 11~<'-H . tiA11W: e-roHt;. fl"!>M E>ITl=- ':f'C-Tl O rl PAD GRADE 2 · #5 HORIZ. BARS. PILASTER HOfl'-'-•11!'- #4 e,,,.i< W/ I!>"' ~5 (.!>PAl-1':D A:> :;1--1,,i--1.H oH f'leA~ne."') CONT. FROM WALL FOOTING SECTION (BATTERED W/ STONE VENEER) 112·-1·-o· 6 INCH SQUARE CONCRETE MOW STRIP (MIN. 2000 PSI AT 28 DAYS) ANISH GRADE 2' FOR GROUNDCCVER AREAS FINISH GRADE 1" FOR LAWN AREAS 112" INCH RADIUS TROWELED EDGES (TYP.) # 3 REBAR CONT. ( LAP 12" AT SPLICES) 95% COMPACTED SU BG RP.DE NOTE; PROVIDf'; EXPANSION JOINTS AT 20 FOOT MAX. O.C. AND WHERE MOW STRIP ABUTS ANY CONCRETE l~ROVEMENT DJ,--,C_O_N_C_R_E_T_E_M..,..._O=W,"'--. S_T_R_I __ P1_.......,.,.· S.;,.,.,E_C'"""TJ_,_·oN.,...,·· J not lo scale;.:, AS BUILT EXP. ___ _ DATE REV1E O BY: INSPECTOR DA TE Planning --------1g· Associates ==1-I L f---,1--+------------._~1--1---1-----ijJgi\lCITY OF CARLSBAD\\s39s\ ~::::::'...:==============:::::::'....'.:==~ Land Planning Landscape Architecture 5962 Lo Place Court. Suite 205 Carlsbad. CA. 92008 (619) 93Hl637 FAX:(619) 9Jl·2ti5 Job No, 9 ~oi.o Scale Drown By; A .e. CONSTRUCTION DETAILS&. NQTl;S THE RANCH EADE, UNITS 2 & 3