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Home My WebLink AboutDWG 324-3L; CT 89-18; RANCHO VERDE UNIT 1; 01-27·,. ,. SLOPE AND LANDSCAPE DOCUMENTS FOR: PHASE ONE THESE LANDSCAPE DOCUMENTS ADDRESS LANDSCAPE IMPROVEMENTS FOR PHASE 1 ONLY. LANDSCAPE IMPROVEMENTS FOR OTHER AREAS OF THE PROJECT SHALL BE UNDER SEPARATE LANDSCAPE IMPROVEMENT PLANS. . VICINITY MAP NO SCALE A GENERAL NOTES 1. lHE CONTRACTOR MUST NOTIFY Tl-IE CITY Pl.AN CHECK CONSULT ANT'[(619) 438-1161 EXT. 4221) 72 HOURS, (THREE WORKING DAYS), PRIOR TO STARTING CONSTRUCTION. 2. lHE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING P.S.I. AT JOB SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL BE MADE Wlll-1 lHE APPROPRIATE WATER DISTRICT. 3. ALL REDUCED PRESSURE BACKFLOW PREVENTERS SHAU. BE TESTED AFTER INSTALl.ATION, RaOCATION, OR REPAIRS BY A CITY OF CARLSBAD APPROVED CERTIFIED TESTER. CALL 1(619) 438 -2722 X 15?] FOR A UST OF CITY APPROVED CERTIFIED TESTERS. DEVELOPER/OWNER IS RESPONSIBLE FOR SUPPL YING A COPY OF lHE TEST RESULTS TO THE CITY OF CARLSBAD DEPARTMENT OF UTILITIES AND MAINTENANCE. (5950 E( CAMlt,10 REAL CARLSBAD). 4. lHE CONTRACTOR IS RESPONSIBLE FOR OBTAINING BUILDING 1 ' PERMITS PRIOR TO COMMENCING WALL OR FENCE CONSTRUCTION RESPECTIVELY. 5. IRRIGATION SYSTEMS FOR INDIVIDUAL LOTS SHAU. HAVE P01NTS·oF CONNEOTION FOR Tl-IE SYSTEM BETWEEN lHE WATER METER AND WATER SERVICE RISER INTO BUILDING ANO AHEAD OF ANY WATER REGULATION DEVICE INSTALLED FOR BUILDING. 6. WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY OR PERMANENT, SHAU. BE IN PlACE TO COINCIDE WITH PLANTING TIMING SPECIFIED IN SECTION Y.A OF THE 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 CONTAINED IN lHE CITY OF CARLSBAD LANDSCAPE MANUAL. B. INSTALLATION 1. SLQPE REYEGETATION I EROSION QQNTROJ a. CONSTRUCTION SCHEDULE 1. PRIOR TO START OF GRADING, THE APPLICANT OR APPLICANl'S AGENT SHALL OBTAIN CITY OF CARLSBAD APPROVAL OF A CONSTRUCTION SCHEDULE ANO/OR EXHIBIT OUTIUNING 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. lHE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION UF FREE-STANDING, RETAINING . AND CRIB WALLS IMMEOIATEL Y AFTER ROUGH GRADING AT EACH LOCATION IS ACHIEVED. b. IRR((iATION INSTALLATION OF IRRIGATION />S SHOWN ON THE APPROVED PLANS SHALL COMMENCE WllHIN . 10 DAYS OF lHE TIME WHEN EACH SLOPE IS CERTIFIED TO BE TO lHE GRADE AS SHOWN ON THE APPROVED GRADING PLANS. c. PLANTING PLANTING AND IRRIGATION FOR TME AREAS DESCRIBED ABOVE UNDER A 1-2 SHALL BE COMPLETELY INST Al.LED, AS SHOWN ON Tl-IE APPROVED PLANS, WITHIN 30 DAY$ AFTER lHE IRRIGATION INSTALLATION FIRST COMMENCES. 2. LEUEB OE CERTIFICATION UNSTAI I ATION) THE LICENSED DESIGNER OF RECORD ON THE PROJECTS SHALL SUBMIT A LETTER TO lHE CITY OF CARLSBAD CERTIFYING THAT THE PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL CONFORMANCE Wlll-1 lHE 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 lHE REQUIRED MAINTENANCE PERIOD AS DESCRIBED IN SECTION B.3-1. I I ~---. ' PHASE1 (UNIT 1) I I --➔-- 8 / 17 / 23 -.....;...._ T: t \ : ~---+-~-""""'° (""'-_ /"'--r ~' -----19 -~J .. I Ill ._ / ' I --- / __ J /(.;: --! I , 4/13----~~; __ f _, _______ lj ___ 21 --18--~1~1 . ' i 1· 24 25 -¥6 '27 28 29130 1:31 ~ ' ' _...:,.,..-"s.--... t'-1--.._ ' 6/15/24-' ' I I ----------~---..,_... --""...,=--=.a-=-=--r-..:-.1 ___ _ I I I I I PHASE 2 (UNIT 2) 7/16/26 r- j ,, \ --~-=-------\ ,,....--lrrigallon Shoot \ /" Plantin9 Shean1 -,'----r-S I 14125 Wall & F•ncing Sheet PHASE 3 (UNIT 3) I I I I I I I ' I LOCATION MAP rn ru00 C. MAINTENANCE 1 . CONPITJON OE I AN0SCAPF ALL PLANTING AREAS SHALL BE MAINTAINED IN A HEALTHY ANO THRIVING CONDITION. a Cl JL DYAJIQN AND WAJFRING 1. ALL PlANTEO AREAS SHALL BE MAINTAINED IN A RELATIVELY WEED-FREE CONDmON AND CLEAR OF UNDERGROWTI-1 WHICH MAY CAUSE UNDUE FIRE HAZARDS. PLANTINGS MUST BE FERTILIZED AND WA TEAED AT SUCH INTERVALS AS ARE NECESSARY TO PROMOTE OPTIMUM GROWTI-1, 2. LANDSCAPE IRRIGATION SHALL BE APPLIED AT A RATE NOT EXCEEDING THE INFILTRATION RATE OF lHE SOIL (MINIMIZING EROSION AND WATER WASTE) BUT SUFFICIENT1. Y TO ALLOW FOR HEAL THY PLANT GROWTH. b. BEPI ANTING ALL TREES, SHRUBS, GROUND COVERS AND OTHER PLANT MATERIAL WHICH HAVE BEEN PLANTED AND WHICH, DUE TO ACCIDENT, DAMAGE, DISEASE, OR OlHER CAUSE, FAIL TO SHOW A HEAL.Tl-IV GROWTI-1, SHALL BE REPLACED. REPLACEMENT PLANTS SHALL CONFORM TO ALL STANDARDS THAT GOVERN THE ORIGINAL PlANTING INSTALLATION. 2. CHANGES JO THE APPROVED LANDSCAPE THE AREAS COVERED BY THE APPROVED LANDSCAPE Pl.ANS MUST BE MAINTAINED IN A MANNER IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE PLAN. ANY CHANGES TO THE APPROVED LANDSCAPE AFTER INSTALl.A TION MUST BE APPROVED BY Tl-IE CITY OF CARLSBAD IN ADVANCE. 3, EIRE SUPPRESSION MANAGEMENJ 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 lHE APPROVED FIRE SUPPRESSION PLAN. PLANTS SHALL BE KEPT PRUNED TO THE VOLUME REQUIREMENTS SET FORTI-I IN SECTION IV.F AND VI.F . THE CITY'S LANDSCAPE MANUAL. IRRIGATE AS REQUIRED BY THE Ml)NUAL D. RELEASE OF BONDS 1. LETTER OE CEBIIACATKJN <REI EASE OE BONDS) PRIOR TO REI EASF OF BONDS, THE LICENSED DESIGNER OF RECORD ON lHE PROJECT SHALL SUBMIT A LETTER TO lHE CITY OF CARLSBAD CERTIFYING THAT HE OR SHE HAS INSPECTED THE WORK AND lHAT lHE PROJECT COMPLIES WITH Tl-IE FOLl.OWING CONDlllONS: a. HAS BEEN MAINTAINED IN SUBSTANTIAL CONFORMANCE TO THE APPROVED PLANS. b. IS GROWING IN A HEAL THY AND THRIVING CONDmON, c. ALL PLANTINGS REQUIRED UNDER SECTION IVE OF THIS MANUAL HAVE BEEN ESTABLISHED AS AN EFFECTIVE SURFACE EROSION CONTROL. d. lHERE IS NO EVIDENCE 01' EXCESSIVE RUNOFF FROM THE IRRIGATION SYSTEM CAUSING A SOIL EROSION PROBLEM. 2. PRIOR TO RELEASE OF BONDS, AS BUILT LANDSCAPE PLANS FOR Tl-IE BONDED WORK SHAU. BE SUBMITTED TO AND APPROVED BY THE CITY OF CARLSBAD. E. AS BUILTS 1. AS BUILT PLANS FOR AREAS TO BE EVENTUALLY MAINTAINED BY CITY OF CARLSBAD FORCES SHALL BE APPROVED BY lHE PARKS AND RECREATION DIRECTOR. 2. AS-BUILT$ ARE REQUIRED TO BE SUBMITTED. SUBMITTAL OF AS-BUILT PLANS SHAU. BE AS REQUIRED BY Tl-IE ENGINEERING AND PLANNING DEPARTMENTS. 3. AS BUILT PLANS SHALL BE DRAFTED CLEARLY TO lHE SATISFACTION OF THE CITY OF CARLSBAD, AND lHE ORIGINAL MYLARS, (OR PHOTO MYLARS), SHALL BE SUBMITTED TO Tl-IE CITY OF CARLSBAD FOR Tl-lEIR KEEPING. ADL Planning Associates Land Planning Landscape Architecture 5962 La Place Caurt. Suite 205 Carlsbad, CA, 92008 (619) 931-8637 FAX:(619) 931-2645 Dale 10/fi{"/6 Jot> No. Scale Drawn By: A.G,. DATE INlllAI. £NCIH£ER CS' wmK ---------------------------------· _j "" ·---------------- REVISION DESCRIPTION SHEET INDEX TITLE SHEET CMWD TITLE SHEET IRRIGATION NOTES & LEGEND IRRIGATION PLANS IRRIGATION DETAILS IRRIGATION SPECIFICATIONS PLANTING NOTES, LEGEND & DETAILS PLANTING PLANS PLANTING SPECIFICATIONS ENTRY CONSTRUCTION PLAN WALL & FENCING PLANS CONSTRUCTION NOTES & DETAILS OWNER: CENTEX HOMES 5962 LA PLACE COURT, SUITE 250 CARLSBAD, CA. 92008 (619) 431-1211 LANDSCAPE ARCHITECT: AOL PLANNING ASSOCIATES 5962 LA PLACE COURT, SUITE 205 CARLSBAD, CA. 92008 (619) 931-8637 CtVIL ENGINEER: DUDEK & ASSOCIATES 605 THIRD STREET ENCINITAS CA. 92024 (619) 942-5147 ·sHEET# 1 2 3 4-8 9 -11 18 -21 12 13 -17 21 -22 23 24-26 27 .AS BUil T ____ EXP. ___ _ REVIEWED BY: DATE INSPECTOR DA TE TIT,_::; SHEET FOR: THE RANCH LGHO VERDE, UNIT 1 APPROVED: ASSISTANT DATE INl11Al DATE INlllAL OlHER APPROVAL QTY APPROVAi. OWN BY:---+-CHKD BY: __ _ RVWJ BY: PRO..ECT NO. CT 89-18-1 ORAVllNG NO. 324-3L C.M.W.D. 93-308 ! \,:,., .• GFNfBAI NOTES RECLA!Mf P WATER NOTES 1. 2. 3. 4. 5. 6. 7. ·a. 9. 10. 11. 12. 13. 14. 15. 16. 17. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICTS' -CARLSBAD RECLAMATION RULES & REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS", DATED JUNE, 1991. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC., SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER. NO PONDING, RUN-OFF OR OVER-SPRAY IS PERMITTED. HOSE BIBS ARE STRICTI. Y PROHIBITED. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTI. Y PROHIBITED. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER OISTRICl'S RULES AND REGULATIONS. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10;00P.M. ANO 6:00A.M. THE FOLLOWING MORNING ($POT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACflCE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS, STREET, AND PRIVATE LOTS. QUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTRICl'S RULES AND REGULATIONS. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT"S RULES AND REGULATIONS. ALL POTABLE WATER AND RECLAIMED WATER 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 TOTAL OF 20 FEET. A 10 FOOT HORIZONTAL SEPARATION BETWElN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. •19_ DEVELOPER/CONTRACTOR 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 SERVICES PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SVSTEMS SHALL CONFORM TO THE FOLLOWING: RECLAIMED WATER -QUICK COUPLING VALVES USED IN RECLAll\lE0 WATER SYSTEMS SHALL HAVE ACME TYPE THREADS ANO PURPLE COLORED LOCKING COVERS PERMANENTI.Y ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON# 7645, HUNTER # HV10DA-RL-NP OR APPROVED EQUAL. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH SERVICES. 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 PLAN$. '23, AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING, THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WIIBIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS- CONNECTION PROTECTION, ANO 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 ENVIRONMENTAL HEAL TH SERVICES AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT MARK ROHR! !CK @ 1619) 431·1?11 (FILL IN) (NAME) (TEL. NO.) OR AFTER HOURS CONTACT MARK ROHBI JCK @ 1619) 431-1211 (FILL IN) (NAME} (TEL. NO.) 24. SHOW ALL PUBLIC ANO PRIVATE POTABLE WATER MAINS ON .IMPROVEMENT PLAN. . • ITEM NUMBERS 8, 19 AND 23 SHALL BE REoutSED JUST PRIOWl'Q 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. SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 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. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE IBE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER TI-IATWILL 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 me CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS ANO SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT ANO 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 INDU:3TRY, 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 ANO 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 RECLAIM FD WATER -po NOT DR!Nt<: IMPRINTED ON ONE SIDE AND "AVISO-AGUA IMPURA-N0 TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR, USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED E0UAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP QR. . 2. ATTACH TO SOLENOID WIRE DIRECTI. Y OR WITH PLASTIC TIE-WPAP QR. 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS "RECLAIMED WATER HEADS". II. 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 fT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. INSPFCJIQN PBOCEPUBES 1. GUY QONSJRUCUON INSPEQTION SHALL INQI ilDE· A. LOCATION OF PIPE LINES. B. TRENCH DEPTH. C. REQUIRED SEPARATION (HORIZONTALLY ANO VERTICALLY). D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION (POC'S) F. LOCATION ANO IDENTIFICATION OF SPRINKLER HEADS. G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULfJG RECLAIMED WATER (IF RECLAIMED WATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWAF';:IEO TO THE COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH PRIOR TO FINAL INS?ECTION APPROVAL. 2. 3. PISJRJCT FINAL INSPECTION SHA! I INCLUDE· A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. B. WARNING SIGNS AND LABELS C. QUICK COUPLING VALVES. 0. 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. ANNilAI INSPECTION SHALL INCLUDE; A COMPLETE INSPECTION WHICH SHOULD COVER PARTS A, B ANO G OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DIRECTOR & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION INFIELD. THERANCH FUTURE RECLAIMED WATER SYSTEM (PRIVATE) .,._ ___ 7/16/26 PHASE 2 (UNIT2) RECLAIMED WATER LOCATION MAP LEGEND l I ' . r PHASE 3 (UNIT 3) I I APN 264-010-21, 22, 23 & 25, 264-220-71 & 255-031-17 I SITE/ 0 200 400 m ru VICINITY MAP NO SCALE SHEET INDEX TITLE SHEET SHEET# 1 CMWD TITLE SHEET IRRIGATION NOTES & LEGEND IRRIGATION PLANS IRRIGATION DETAILS IRRIGATION SPECIFICATIONS 2 3 4-8 9 -11 18 • 21 ONCE RECLAIMED WATER BECOMES AVAILABLE, TEMPORARY CONNECTIONS BETWEEN POTABLE WATER MAINS AND RECLAIMED WATER MAINS MUST BE SEVERED. THERE WILL BE NO RECLAIMED WATER ENCROACHMENT INTO PRIVATE LOTS . WARNING RECLAIMED WATER DO NOT DRINK -W-EXISTING POTABLE WATER SYSTEM APPROVAL OF THESE PLANS FOR CONSTRUCTION OF A RECLAIMED WATER 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 89-1B) 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 0MWD TO SERVE RECLAIMED WATER WITHIN THE BOUNDARIES OF "THE RANCH" , CITY, CMWD ANO OMWD HAVE APPROVED THESE PLANS SOLELY FOR THE PURPOSE OF ALLOWING CENTEX HOMES TO PROCEED WITH THE RECORDATI0N OF THE FINAL MAPS FOR THE RANCH AND CONSEQUENTLY THE CONSTRUCTION OF THE RECLAIMED WATER SYSTEM. (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 ---PROPOSED RECLAIMED WATER SYSTEM !'Iii 6. LOCATION OF CONNECTION POINTS (METER AND BACKFL0W PREVENTION} "DO NOT DRINK" SIGN LOCATIONS • BALL VALVE AREA OF RECLAIMED WATER USE: S-17-9,6 Date CARLSBAD MUNICIPAL WATER DISTRICT ~ f M-u±ft J;., ~ Date Ol.lVENHAIN MUNICIPAL WATER~ BY~-~ d~( 1" BLACK LETTERS CARLSBAD MUNICIPAL \.IATER DISTRICT 36" WARNING RECLAIMED WATER DO NOT DRINK RECLAIMED WATER AVISO-AGUA IMPURA NOTOMAR I HEREBY DECLARE THAT I Nii THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO REVIEW AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WILLIAM PlUMME l=I, 01 RICT £NGltEER R.C.E 28176 "AS BUil T" .060 ABS PLASTIC OR STICK-ON VINYL SIGNS ALSO .016 ALUMINUM 1" .BLACK LETTERS WORK, OF MY RESPONSIBILITIES FOR THE PROJECT DESIGN. TYPICAL SIGNS 2" BLACK LETTERS ADL -~~Im Planning II AssociatesllffiZ Lorid Plonnlng Londscope Architecture 5962 Lo Place Court. Suite 205 Carlsbad, CA. 92008 (619) 931-8637 FAX:(619) 931-2645 Dote IO/&/'f'5 Job No. Scale "n, THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. ·•',, ~--DATE:4~ /f~ BY' "Pr/ ANTHONY D. LAWSON J DISTRICT APPROVED CHANGES CENTEX HOMES DESCRIPTION DEVELlllP[RS NAME• IIPPRDVE DATE ADDRESS, S962 LA PLACE COURT SUITE 250 ' CARLSBAD, CA. 92008 TELEPHDNEI 619/ 431 • 1211 DATE PLAN PREPARED• BY• ADL . - - ------------' ____ · DATE RCE EXP. REV1EWED BY: INSPECTOR DATE I SH2ET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 7 RECLAIMED WATER SYSTEM FOR: THE RANCH RANC~_D VERDE, UNIT 1 APPRO\lt:u l//.f.1() S--t7-~ -rt//- ASSISTANT PLANNING DIRECTOR . DATE OWN BY: PROJECT NO. ORA'MNG NO. CHKO BY: CT 89;.18-1 324-3L RV'wtl BY: C.M.W.D. 93-308 ···-·---·······...21 ....... __ ,.~ ........ .,_,., ... , ... , .. ___ _ IRRIGATION NOTES 1. IRRIGATION PLAN IS DIAGRAMMATIC. All IRRIGATION EQUIPMENT SHALL BE LOCATED OUTSIDE OF PUBLIC RO.WANO IN PLANTING AREA$ ()NL Y, UNLESS NOTED OTHERWISE. REFER TO THE IRRIGATION LEGEND ANO DETAILS FOR EQUIPMENT ANO INSTALLATION. 2. ALL MAINLINE ANO LATERAL LINES ANO WIRING SHALL BE SLEEVED WITH P.V.C. SCHEDULE 80 TWICE THE DIAMETER OF THE SLEEVED LINE WHERE IT PASSES UNDER VEHICLE PAVING (W/36" COVER). MAINS ANO WIRING UNDER PEDESTRIAN PAVING SHALL BE SLEEVED IN SCH. 40 PVC WITH 18" COVER LATERALS UNDER PEDESTRIAN PAVING REQUIRE SCH. 40 SLEEVES WITH 12" COVER. 3. IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS ANO PROVIDE PRESSURE COMPENSATING DEVICES, NOZZLE ANO HEAD ARCS NECESSARY TO PROVIDE AN EVEN COVERAGE ANO TO KEEP SPRAY OFF BUILDINGS, WALKWAYS, WALLS, AND DRIVES. 4. CONTRACTOR SHALL RETAIN ANO PAY FOR ALL NECESSARY CERTIFICATIONS ANO PERMITS FOR ALL BACKFLOW PREVENTION DEVICES AND IRRIGATION WATER METERS AS REQUIRED. 5 ALL UNSIZED END RUN LATERAL LINES SHALL BE 3/4" PIPE, 6. ALL SHRUB RISERS LOCATED IN INDIVIDUAL LOT OWNERSHIP ( SYSTEM CONTROLLED BY MANUAL OR ANTI.SIPHON VALVES) SHALL NOT BE INSTALLED WITH PRESSURE COMPENSATING RISER. 7. THRUST BLOCKS CONSISTING OF A MINIMUM OF 1 CUBIC FOOT OF CONCRETE (2000PSI) SHALL BE INST Al.LED AROUND MAIN LINES 3• AND r.ARGER AT ELBOWS AND AT POINTS OF CHANGE OF DIRECTION PEA DETAIL cJ ON SHEET ~ 8. INSTALL HARDIE TURBO-SC PRESSURE COMPENSATING EMITTERS TO ALL TREES WITHIN THE RECLAIMED WATER AREA PER THE FOLLOWING SCHEDULE: TREESJZE· 15 GALLON 24"BOXTREE 36"BOXTREE 48"BOXTREE 54"B0XTREE 60"BOXTREE 72"B0XTREE EMITTER MODEL tt· DPJ04-A DPJO+A DPJO+A DPJ08-A DPJ08-A DPJ08·A OPJ08-A EMITTER OlJANTIIY 3 4 6 8 10 10 12 INST ALL DRIP TUBING 12" BELOW FINISH GRADE AND STAKE USING SALCO OTS-750 VINYL COATED GALVANIZED TUBING STAKES PER DETAIL THE CONTRACTOR IS RESPONSIBLE FOR THOROUGHLY FLUSHING ALL DRIP TUBING, EMITTER TUBING ANO NON-PRESSURE LATERAL LINE PRIOR TO INSTALLING EMITTERS. ANY PLANT MATERIAL LOSS DUE TO EMITTER CLOGGING FOR THE DURATION OF THE MAINTENANCE PERIOD SHALL BE REPLACED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. 9. INSTALL RAINBIRD 1800NP COVERS ON ALL SPRAY HEADS CONNECTED TO RECLAIMED WATER SYSTEMS. 10. INSTALL HUNTER HC-50F-50M EXTERNAL CHECK VALVES IMMEDIATELY BELOW ALL SPRAYHEADS AND ROTORS THAT ARE 8 FEET CR MORE IN VERTICAL . ELEVATION BELOW THE HIGHEST POINT OF THE IRRIGATION ZONE THAT THEY ARE CONNECTED TO. 11. POP-UP HEADS SHALL BE USEE> WITHIN 1 O' OF ANY PEDESTRIAN USE. 12. INSTALL GEOFLOW SUBSURFACE TU81NG' AT rs· o.c. PARALLEL WITH STREET· GRADE IN MEDIAN. EACH INDIVIDUAL LENGTH OF SUBSURFACE TUBING SHALL NOT EXCEED 250' IN LENGTH. STAKE TUBING EVERY 2' O.C. USING SALCO DTS-140-900 9" TUBING STAKES. BACKFILL PARALLEL WITH SUBSURFACE TUBING TO ELIMINATE LATERAL MOVEMENT OF SUBSURFACE TUBING. THE CONTRACTOR _ IS RESPONSIBLE FOR. ALL PLANT ty!ATERIAL LOSS DUE . TO EMITTER CLOGGING. THOROUGHLY FLUSH ALL DRIP TUBING PRIOR TO AND IMMEDIATELY AFTER BACKFILLING OPERATIONS. INSTALL 11) ONE KING BROTHERS SPRING CHECK VALVE IMMEDIATELY DOWNSTREAM FROM EACH SUBSURFACE LENGTH TO ELIMINATE LOW EMITTER DRAINAGE. PROVIDE INTAKE AND EXHAUST LATERALS FOR EACH SUBSURFACE ZONE AS SHOWN ON THE IRRIGATION PLANS. INSTALL 11 I AGRICULTURAL PRODUCTS VBK-1 AIR RELIEF VALVE ON THE INTAKE LATERAL AT THE HIGH POINT OF EACH ZONE ON BOTH SIDES OF THE DRIP VALVE ASSEMBLY AS SHOWN ON THE IRRIGATION PLANS. IRRIGATION SCHEDULE: SYMBOL.; MANUFACTURER: 0 Q 0 9 9 . • ii " V .. .., 8 () i l:S 'J • GEOFLOW RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRO RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD AAINSJFtl") RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRO RAINBIRO RAINBIRD RAINBIRO RAINBIRO RAINBIRD AAINBIRO HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTI,R HUNTER HUNTER RAINBIRD RAINBIRD KING BROS. MOt>EL# 0ESCR1PT16N: OIRG16·2·1B SUBSURFACE IRRIGATION 181l4-SAM-10F-LA POP-UP SPRAY HEAD 1804-SAM-10H-LA POP-UP SPRAY HEAD 181l4-SAM-10T-LA POP-\JP SPRAY HEAD 1804-SAM-lOQ-LA POP-UP SPRAY HEAD 1604-SAM·12F POP-UP SPRAY HEAD 1604-SAM-12H POP-UP SPRAY Hl,AD 1804-SAM-12T POP-UP SPRAY Hl,AD 1804-SAM-12Q POP.UP $PRAY HEAD 1B04-SAM-1SH POP-\JP SPRAY HEAD 1 B04-SAM-1 ST POP-\JP SPRAY HEAD 1B04-SAM-1SQ POP-UP SPRAY l<EAD 1B12-SAM-16H-SLA PDP-UP SPRAY HEAD PCS-OEIO 1812-SAM-160-SLA POP-UP SPRAY HEAD PCS-050 1812·SAM·16F-SLA POP-UP SPRAY HEAD 1812-SAM-16H-SLA POP-UP SPRAY HEAD 1812-$AM-16Q.SLA POP-UP SPRAY HEAD 1812-SAM-22F-SS POP-UP SPRAY HEAD 1812·SAM·22H-SS POP-UP SPRAY HEAD 1812-$AM-22Q.SS POP-UP SPRAY HEAO 1804-SAM-;sssT POP-UP SPRAY HEAD 1 B04-5AM-15EST POP-UP SPRAY HEAD 1 B00.16H-SLA-PA-80 SPRAY HEAD ON RISER PCS-060 1800-160-SLA-PMO SPRAY HEAD ON RISER PCS-060 1B00-1BF-SLA-PA-a0 SPRAY HE:AO ON RISER 1800-1BH-SLA-PA-80 SPRAY HE:AO ON RISER 1100-160-SLA-PMO SPRAY HEAD ON RISER 1 B00-22F-SS-PA-80 SPRAY HE:AO ON RISER 1800-22:H-SS-PA-80 SPRAY H~D ON RISER 1 B00·220·SS·PA-BO SPRAY HE:AO ON RISER PGH·AR\1-07 POP-UP ROTOR PGS-ARV-07 ROTOR ON RISER PGS-3RV-0•7 ROTOR 0" RISER PGH-ADV-07 POP-UP ROTOR PGS-ADV-0 7 ROTOR ON RISER PGS·36V·1>7 ROTOR ON RISER PGS-ADV-00 ROTOR ON RISER F'G8-38V-0Q FIOfflR ON RISER PGH-AOV-00 POP-UP FK>TOR 1BOo.t6F-SLA SPRAY HEAD ON RISER PCS-175 1812-5AM·16F-SLA POl'·UP sPRAY HEAD PCS-175 IN•LINE SWING 'CHECK VALVE (SAME SllE AS PIPE) WATER METER P.s.1.: RAD1u§: GPM: DETAIL NO.: 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 40 40 40 40 40 40 30 30 30 25 25 NIA 7-9' 7-9' 10--11' 10-11' 10-11' 10-11' 12-14" 12·14' 12-14' 10· 10' 13-15' 13-15' 16-18' 16-1B' 16-18' 4X28' 4X14' 10' 10' 13-15" 13-15" WA 1.44 0.72 0.48 0.36 2.4 1.2 0.8 0.6 U5 1. 1 0.83 0.6 0.6 2.96 1.48 0.74 2.96 1.48 0.74 1.11 1.91 0.6 O.B 2.96 1.48 13-16' 0.74 16-18' 2.96 16-18' 1,48 16·18' 0.74 36-39' !> 36-39' ·? 36-39' ~ 36-J9' !> 36-39' !> 36-39' , 36-38' ,4,2 36-38; -4.2 36-38" 4 2. 10' 1.75 10' 1.75 . v,w,x ◄Y p p p p p p p p p p p p p p p p p p p p p N N N N N N N N 0 O· 0 Q 0 0 0 0 Q N p SYMEJOL: MANUFACTURER~ MODEL# DESCRIPTION: -• -HARDIE EHD0:?057-050 DURA-POL BLUE STRIP DRIP TUBING FOR TREES S RAINBIRD XXX.PEB-PRS-B ELECTRIC CONTROL Vl>J.VE i;!I CHAMPION 300RS MANUl>J. CONTROL VAlVE (B PEIViPECIFICATIONS DRIP VALVE ASSEMBLY FOR RECLAIMED WATER T PEROETAlL FLUSHVAlVEASSEMBLY FOR 'RECLAIMED WATER ANTI-SIPHON VALVE @ Gl'-1:lWOL..~ zz~ MASTERVAlVEFORRECLAIMEDWATER @ &t'-l~WOI--D 1-2~ MASTERVAlVEFORPOTABLEWATER ~ NELSON 7545 QUICK COUPLER FOR RECLAIMED WATER ll7 NELSON 7543 QUICK COUPLER FOR POTABLE WATER N AMEnlCAN DARLING OR MUELLER ISOI.ATION BUTTERFLY VALVE CXJ ® IZIZl Q Ill ~ -··- WILKINS DATA INDUSTRIAL FEBCO CHAMPION HAYWOOD 850 SAS (LINE SIZE) 220-P 825YA 362 1172 ISOLATION BALL VN..VE FLOW SENSOR BACKFLOW PREVENTION DEVICE ATMOSPHERIC VACUUM BREAKER BASKET STRAINER PACIFIC TECHNICAL SERVICES SEE PLANS 24 STATION CONTROLLER IN ENCLOSURE APPROVED APPROVED APPROVED APPROVED PVC CL31 S PACIFIC ~PRESSURE SUPPLY LINE 2" AND LARGER F~ f"1oc-i.-AI M i;:t;> PVC SCH40 PACIFIC CAI: PRESSURE SUPPLY LINE 1112" AND SMALLER FD!'-f'-!:,Cl-AIM!,p PVC CL31S PRESSURE SUPPLY LINE 2" AND LARGER PVC SC>i40 PRESSURE SUPPLY LINE 1112" AND SMALLER DETA1LNO.: R G K s T M B 8 F F E E C A L u APPROVoD APPROVED APPROVED APPROVED PVC CL200 PACIFIC CAL NON-PRESSURE LATERAL LINE fOP. f'P;1_AI Mr,J:) PVC Cl200 NON-PRESSURE LATERAL LINE SEE IRR. NOTE 112 IRRIGATION SLEEVE SEE IRR. NOTE #2 IRRIGATION CONDUIT --l~~~~=============== VALVE STATION -I -" GALLONS PER MINUTE \....!}:r-'--------~- VALVESIZE AGRICUL TIJRAL PRODUCTS VBK-1 AIR RaEIF VALVE X ADL Ii-Planning _1!1!!_ Associates -=llllrn Land Planning Landscape Architecture 5962 Le Piece Court. Suite 205 Carlsbad. CA. 92008 (619) 931-6637 FAX:(619) 931-2645 Date 10/v/'15 Job No. Scale Drawn By: ,:,,.,.. -.-------------------, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. .. AS BUil T-- EXP. ___ _ REVIEVYED BY: INSPECTOR DATE DATE l---+----l~----------t--t---+---+----1 I SH3EET I CITY OF CARLSBAD ~ :::::==~====P=LA"'::::::N::::N::::IN::::G::::::D::::E::P::'::A::::R::::TM==:EN:::'.:JT'.::::==::::.::~====::; 1------+---+--------------------+---t-----t----+--- l----+---+--------------------+---1-----t----;--- 1------+---+--------------------+---t-----t----t-·- DA TE INITlAL ENGINED! CF YltA< REVISION DESCRIPTION DI\ TE INlllAL DA TE INITlAL .. OTHER APPROVAL OTY APPROVAL IRRIGATION NOTES AND LEGEND FOR: THE RANCH RANCHO VERDE, UNIT 1 I-A-..PPra;RO.,.;aVE;;;:;D1re:;r;:rnif.T~,·'7~✓~1~'Y~ ____ S'-l7-16 , ASSIST ANT PLAN"""' ...,,ECTOR OWN BY: ----1 CHKD BY: __ _ RVV.O BY: __ _ PRO~CT NO. CT 89-1'8-1 ORA YilNG NO. 324-3L C.M.W.D. 93-308 i INSTALL ONE ROW OF RAINBIRD 1806-SAM-1,6H-SLA- PCS-030 SPRAVHEADS AT 5' O.C. 3" IN FROM MEDIAN ·CURB ALONG THE ENTIRE LENGTH OF PROPOSED 1---~ ANNUAL COLOR FOR A TOTAL OF 42 SPRAVHEADS · UTILIZING VALVE A·11A. SIZE ALL PIPE·NOT·TO EXCEE0 ... 5 F.P.S. / / . ,:/ ' 0 ' I I ,zr \ (> //) ,...-// , ·/ , 8 C)/ \'.J)i z2l 329200 N ""'"t····· ... I . I ! I/ ---· -, I •• ~•'" •~" •. \ .11 . ~ '.t I~ . •' " MEDIAN 1Ml6AT16NSVSTEM; DHIP.Sl't'STEM FOR TREES, G SYSTEM FOR GROUND COV . . . ·. . . \ . . \ \ SEE SHEET e> FOR IRRIGATION LEGEND SEE SHEETi-I1 FOR IRRIGATION DETAILS SEE SHEET ?> FOR IRRIGATION NOTES SEE SHEET1~•.ZIFOR IRRIGATION SPECS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. 0 1~' PUBLI.C ·SEWER- •EASEMl=NT . ' . !. CONTRACTOR SH LL ADHERE TO GENERAL IRRIGATION OUCIES AND RE UIREMENTS AS DETAILED PER CITY Of . CARLSBAD LANDSCAPE MANUAL, SECTION IV.B. I " ----",. •. •. ! • .• · · ····. .. -----. . . 2.. ·.. ALL MAIN LINES SHALL BE LOCATED OUTSIDE OF STREET -~ ~--Wl~o//,51,,,~~~:~SED IRRIG,•iTl;N ALONG CALLE ACERVO TO BE · . ... $it$ Qfl,\l7J"'t:.t> ADJUSTED AT TIME OF INSTALLATION TO CONNECT WITH , EXISTING IRRIGATION SYSTEM. M.t.e-ONLY rO!'-rLJTl/11-e P IP-f-lGATIOAJ WA~ 0',1117 f;:D 4-6 Dnf)Pf1GAT70,J WA.S Ol•llfTr/=.P 2fp C STORM DRAIN EASEMENT I I I 17 c 245.3) !M,!NVNt= ~ J./tfi.~S ,,t,.,/'-e j_O:A;TED /3' 13.ACK OF CL.I e> f½'.'.-E. (TYPIC.A,1-fflfZ. Tl-Ifs 5 VE ~ C)F' THI:'-STP--1=":.~, .---~ 18 .___ _ c 244.4) -- \ I ~ \ I f~ J <( 0 2 0 0 UJ cc 0 I--{/) l \ f t j ,, RE\t1E~D B : ~---!~ ~~* ADL. ' INSPECTOR DATE Planning --['sHEEfl CITY O CARLSBAD ~ Associates -1----+---+--------------+----+----i---t----, L£J PLANNING DEPARTMENT ~ _L_a __ n_d __ P_l_a __ n_n_l_n_g ~l:;;:R:;;:R::;;IG=A:;;:Tl:',,O!;:N::;;P::L:;;AN:::S;;;:FO~R~:==========-===~ Landscape Architecture 5962 La Place Court, Suite 205 1----+---+--------------+----+----ir---t---; THE RANCH car Is b a d • CA . 9 2 o o 8 VERDE, UNIT 1 (619)931-8637 FAX:(619)931-2645 1----11---+----------------+---1---t----+----1!::A=P::P::R=o=ve::::o;:::===::;z~;;::::;;iJ::::::::::::::::=::::::====0=1~ Dote !0/s/95 ~?f;f,i.:::::::_ ____ S-/7-lb ASSISTANT PLANNING Job No. Scale l "-40, TE D'MI BY: ----1 -DATE INITIAL DATE INITIAL DA INITIAL CHKD BY: __ _ Drawn By: P./'-. ENGINEIR c.-IOI< REVISION DESCRIPTION 1-0"-'TH~ER"'-M>.._PR-O-V-AL+-CI-TY_M>_._PR_O_VAL--t RVYIO BY: PRO.ECT NO. CT 89-18-1 DRA\tt1NG NO. 324-3L C.M.W.D. 93-308 -,, ·0Wf7:Y''· , ' I .--------·------------------------------------------------~-------------------------------------------~~--____: __________ _ \ \ I I \ • • ' \ • \ \) I I \ \ ., \\ \ \. \ I \\. \ \ \ \ I \ ~-~~-- CONTROLLERS 'C' & 'D' INSTALL (1) PACIFIC TECHNICAL SERVICES CA120- 24/24/MVR/MVP/RRA RAINBIRD !SC CONTROLLER ASSEMBLIES AT. IS LOCATJON, 1 O VQL T LECTRIGAL SEAVIG IS· WITHIN 25' F THIS' L AT\ON. THE CONTR TOR 1$ RESPONSI E FOR AL El:.EC'T'RICAL CO ECTIONS FROM THE -,......------,iicLE RICAL SOURCE, MAS R VALVE, Fl,.OW SE OR ,, -.-...., . '. '"' AND LE(,TRICAL C6NT OL VA'l,.VES TO E CONT LLER 'ASSl:MBLIE ALL WORK SHAL COOFO TO LOCAL GOV RNING COD.ES AND '· ---~........._ . --. REG1JLA ON°S. TtlE ·1FINAL OCATION Of' THE \ .. CONTROLC R ASSEMBLY $HAL BE APPROVEP av ·, ·· ... · ..... THE . LAN CAPE ARCHIT T PRIOR TO "' ----- · INST LA'rl ' ·· ··· ==~~:::-"'-----,..:lo,:---....J . '---... . . .. ----. .. .__.,_ . IDE{2I TWO 31 . 40 CON IN SAME! · .. ---;,JQ,-.__ -~---... ~ LOCATE (2) SPARE WIRES AND (1) COMMON , -.._ WIRE FROM CONTROLLER '?' IN A 10" ROUND j ---•.•• _r------lVALVE BOX AT THIS LOCATION FOR FUTURE I USE. BRAND THE V"'LVE BOX LID WITH THE I LETTERS ·sw· . \ ' '· NOTES: I! 1. ~-··· co~mACTOR SHALL ADlERE TO GENERAL IRRIGATION , · · • · •.• POLICIES AND REQUIREMENTS AS DETAILED PER CITY OF CARLSBAD LANDSCAPE MANUAL. SECTION IV. B. 2. ALL MAIN LINES SHALL B13 LOCATED OUTSIDE OF STREET R.O.W. A$ PRES SUPPLY I.I FROM ~-----•• . I~~ •i~:~AcST ~~:~~~~ER . -~OR ,.✓------:=:--:---T""--vt':'-'"--.,.._._ __ ~, ----:._ ...,.._.......;;,;= ""'~-;.;;.-"'..;..;.:.;;.;.;.~.:.:....:;;;;.;::;._.......-:,:;;:"'{ ""'"-;-,,._~---=-~~~"'· ·soo -----... ·do. liJ : r_ I . ' ... . . '., :,-_190 /'."'.~...: .•• i; '', " •, '· ·:-.·~. ' 11,~~ ''-'~ \ . . . . --·· ' ·. ~-- , .. ... O' PUBLICS LOCATE (2) SPARE WIRES AND (1) COMMON WIRE FROM CONTROLLER ·o' IN A 10" ROUND ~---,1VALVE BOX AT THIS LOCATION FOR FUTURE USE. BRAND THE VALVE BOX LID WITH THE LETTERS ·sw·. c? • I DRAIN EASEME , · I . I r,, r' LOCATE 121 SPARE WIRES AND (1 I COMMON WIRE FROM CONTROLLER 'A' IN A 10" ROUND VALVE BOXi--~ AT THIS LOCATION FOR FUTURE USE. BRAND THE VALVE BOX LID WITH THE LETTERS ·sw· 2. .. . --~---. _,__,::;,.. .. ~,-----:__ ·~, .--· C .. -,.. ', ... ... ...... -ENT'J F/ID1'1 Ill, 11ii,,J ... ,. '-'"C•'"U. L..1N~M'-~("f:/.4f¥ (r(r.r -~""', . ( MAINMIV6 • UCA71-P 17-1• ·, 1 f/lQM ~,'I Of •/LI!') f'/'Cl- 2255 -- G,!\-r C.-j<ll a 9 ov 0., , ... ,. ·-·-··- • ~ . '""""" .. ·. '.·" _ .. -~-/'·fl/>/ -"---""--\ . ~"', . r/ ---~F-::----'jj~;:-....;.,:::_:-__;~Ar-·~~---· -•➔ -··;;;J;(/ ' ' C ~'rl"' .. -✓-·:: ·. ·-.,.: . '·, ... f'""' ,/'" r". ,..,., ✓ " e, ~ ' / ,,.,.g,-::::-.,;, .. , .. ;;;id'~ ,.. .. ... '~ . "':.'::?,;;;;.,,··· -. :· --=✓ ,,,,,,, /~ 100-~----' // ~~ ,,,, ✓• ..... ,,,, ,,,--;::;;,::;"" ✓ ~-,.✓ ·"',,,,-;;;,::""""' ,,,. ="" .. _...,,,,,... >,: _ _.;.;-., --/' / .·· "°:... ~---_..-;;;/ ------= .... - LOCATE (2) SPARE WIRES AND (1) COMMON WIRE FROM CONTROLLER '.e,' IN A 10" ROUND . /')?-----!VALVE BOX AT THIS LOCATION FOR FUTURE USE. BRAND THE VALVE BOX LID WITH THE LETTERS 'SW'. --,c..ae<:: .. ;,, 1 I I I / ,.,.·/ _,,/"', - \ AL HOMEOWNER P.O.C. ' \ ;;;;.::.;;:.:. __ 4=~=~=:1::-::=="'~-\ CONTRACTOR IS ESPO't•.iSIBLE FOR INTERIM \ 'l>RESSURE SUPPLY LINE CONNECTION AND ROUTING '\ TD PRIVATE LOT SLOPES. USE CARE AND CAUTION FOR ROUTING LOCATIONS AND CROSSINGS OVER \ ·. HARDSCAPE ELEMENTS. CONNECT 1 112" PVC SCH -4\ 40 PRESSURE SUPPLY LINE IMMEDIATELY UPSTREAM FROM MANUAL CONTROL VALVES ON PRIVATE l.. LOTS AND STUB OUT FOR FUTURE CONNECTION TO \ ... RESIDENTIAL METERS. ITYPI LI ~-... · so·_·_-__ ·_· ·t-\ • ~ .•. -L ... y-,.,,/-~~--~~--·-··---·---I • _\_,7 ....... 1 I ' / / KEY MAP DATE REVIEWED BY: I I L-.£2/gt-}< INSPECTOR DATE SEE SHEET !> FOR IRRIGATION LEGEND SEE SHEET1-II FOR IRRIGATION DETAILS SEE SHEET !> FOR IRRIGATION NOTES SEE SHEET lb·tlFOR IRRIGATION SPECS. ADL In Planning--~■l"'m Associates llllll l.ffiill I SH~ET I CITY OF CARLSBAD t---+--+----------------1---+---1----1-----< PLANNI G DEPARTMENT t----,--;-----------------+-----t--+---1-----1 ~ ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. 0 Land Planning Landscape Architecture 5962 La Place Court. Suite 205 Carlsbad, CA. 92008 (619) 931-8637 FAX:(619) 931-2645 Date ttJ/~/15 Job No. Scale 1'""10, Drawn By: p F. DA TE INITIAL ENGINEER ~ WORI< REVISION DESCRIPTION IRRIGATION PLTHOE RANCH RANCHO VERDE, UNIT 1 APPROVED: SSISTANTPLANNI OWN BY: DATE INI11AL DATE INITIAL CHKD ev·-, ---, OlHER APPROVAL arv APPROVAL RVWO BY: PROJECT NO. CT 89-18-1 DRAWING NO. 324-3L. ~------------------------------------------------------------------------------------~.M.W.D. 93-308 I I ______ _._,.,.. ;.._.,;;,,_--,r ---_./. J' \\ \ \ \ '·•' ' . ' '. . ' -" . "•••,,,. ', ', .•..•. . ' . . ---. ···~ ·. ······· ... ·· .. · 22 ···, \ ', ~~~~~C:::z:.io:::.2) ·•.. · ... '·',._;,,'• :rP1~~-,jf'f_/f-rDf' / ,· :5?' / [~Pie.At-I. ·, ' '\~ •• ¾ ';Zt ' 2:f" ( 231 i) "'·", \ 24 (?35.2)' ,,./ '-~ . \ ~-\ ( !F· .... ,. 0 --~< \ &~,, __ ,i ... '-, ' / 17 ~ ,·---_ __ J --------- 18 (244.4 ""'" \ ~-. ' (.'";-4-----, ------i@..-1-c.f,n··~ r.Q).!!l~c.,, --\----"" \ ~ '..:~l'it,A, f--~J-tl~I ' ' ,, '•, ,, •. I . . · 245 """-·•c-'· .. " -- "' 14 ' 0445) ' I ' \ -·--· - 13 240.3 '··« .---·:--'\ ' ___ : . -~ . • I 1 /·/CONTRACTOR SHAL ADHERE TO GENERAL IRRIGATION • \\ ,-:,,_-..... _ POLICIES AND REQUIREMENTS AS DETAILED PER CllY OF \;i ,._:::;;;;~~. . .. 'f+ ~,CARLSBAD LANDSCAPE MANUAL, SECTION IV.B. --' ~./:> · · \ 2. ALL MAIN LINES SHAU. BE LOCATED OUTSIDE OF smEET 1' "'' \ ROW I '\ ,.,.,., ... ,.,... . .. . . . . . \-·" ,.,.,· \ ' \ \ ~ \ \ ~~--/}\ \ ~. <~-~·· \ 0 '~ \~(:\ 'i1: ' ' ~14 '\ I 0 ',: <~ ~ <)o, \ I . ... ~~ o"":.,,' -' "" ,>_.,,.- ?,,,,, y KEY MAP AS BUILT ' •, . . . .. . ---::-+---.::...: . .::...::.:..-- ·-~~~~ .... SEE SHEET ~ FOR IRRIGATION LEGEND SEE SHEET9-11 FOR IRRIGATION DETAILS SEE SHEET -:, FOR IRRIGATION NOTES SEE SHEET 16-tJ FOR IRRIGATION SPECS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. \.....::"-.--(...==;,,»~~ 0 20 L a n d P I a n n I n g 1---1---+----------------+---t---+--+-----t Landsca pe Architecture ~--1---+-----------------+---t----+---;---, 5962 Lo Place Court. Suite 205 ~--1---+-----------------+---t----+---t---, C a r Is bad , CA . 9 2 0 0 B l-----11---+----------------t---l---t---+---, IRRIGATION PLAN FOR: ; THE RANCH OO (619)931-8637 FAX:(619)931-26451-----11---+----------------+---l---+---t----,~A::;;P:;;P:;;R:;;:OVE;::;;;:,D;:::==;~:::;:::;J===========7=b~ Dote IOI-la= 5-/7-~;,~ ~~~::------- RANCH VERDE, UNIT 1 ASSISTANT PLA Job No. ----,,---,,.......~---~ ~----11---+----------------+-::-:=:--!-:::,;;-:-;-t-:-:-;;:--t-=~ OWN BY: __ _ Scale 1"~40, DAlE INl11AL · DAlE INl11Al DAlE INl11Al CHKD BY: __ _ Drown By: Of': EMGKER ~ MR< REVISION DESCRIPTION OlHER APPROVAL aTY APPROVAL RVWD BY: PROJECT ND. DRA\111NG NO. CT 89-18-1 324-3L. C.M.W.D. 93-30 \ I .. I 1 I / '/ _ __,, I \ / / " \' ------------------------------------------------------------------------------------------------------------------------------------------->-----·--------- -----1- , I I ' ' J I --_ - , MA-11vtr"1e-~ wt"!tl~ WCA 13 c~~-~D CORIEESPEBANZA: -1. ' I I i I ,,.--····1·\··~!l2:~·--·~·~t--=-f~· \ \ i I 33 246.3 -----------•. , .. JfJ..!Nl.!1$fWJmt.lJcmr.> 6WW V.n(.A-1, J..l}Je. 4NP #£/rT?:fo ,4,T 7!Je 'tJ/{SUf£-(Tff1CAL) ·~ ... SEE SHEET ~ FOR IRRIGATION LEGEND SEE SHEETi-11 FOR IRRIGATION DETAILS SEE SHEET ?> FOR IRRIGATION NOTES ·SEE SHEET1~·ZIFOR IRRIGATION SPECS. • APPROVED' FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. 0 Zl ·•·"' ~•-·""" ,,..,,-- ' l>-0 _,, / .,,,,,~ / \ --_;_,~-"i--~ -:::± I f- l I I I I --r NOTES: "f OM Iii ~ \ CONTRACTOR SHALL ADHERE TO GENERAL IRRIGATION ~<Af.,-//1., fl.Ir/II{_ --------------\, POLICIES AND REQUIREMENTS AS DETAILED PER CITY OF --, \ CARLSBAD LANDSCAPE MANUAL, SECTION IV.B. 2.~ ALL MAIN LINES SHALL BE LOCATED OUTSIDE OF STREET --· ···\, R.O.W. \ l ,// ,/ I • ·t-1 // II ""~I / ~--{--::::.,J---:// I // ! ~--:#:;;~;'7,:'--~--": __ ,,, ___ , ''; i I I I __ _J _p,-11 :U:::$::::::::::_:----=·-~-~----/•1'" LOCATE (2) SPARE WIRES AND (1) COMMON / / WIRE FROM CONTROLLER 'D' IN A 10' ROUND "'-"""------=---11VALVE BOX AT THIS LOCATION FOR FUTURE l ' USE. BRAND 11HE VALVE BOX LID WITH THE I I LETTERS 'SW'_ / I ·•,,., :: ,/' I I I / I. ( POTABLE WAtER P.O.C. #1 , CONNECT 2" TYPE 'K' COPPER PIPE TO THE 1 1/2" .. ,\ WATER METER AT THIS LOCATION AND EXTEND I / A TYPE 'K' COPPER PIPE TO THE LOCATION OF l'HE // I \''\,_ /', BACKFLOW PREVENTION DEVICE. INSTALL AND TE/ lNDIVIDUAL HO coRTt ROSADJ_---i__J-r-t---1 +-i+--1---..-----"--'--..,.__ .. •;../~ CONNECT 111 FEBCD 1 1/2" BACKFLOW PREVENTION EVICE AND EXTlND 2-112" PVC CLASS 315 - \ \ , l>RESSURE SUPPL1 LINE TO THE MASTER VALVE (POTA I I THE CONTRACTOR IS RES NSIBLE FOR NTERIM PRESSURE SUPPLY LINE CONNECTION AND ROUTING TO PRIVATE LOT SLOPES. USE CARE AND CAUTION . ,/ FOR ROUTING LOCATIONS AND CROSSINGS OVER I -· I \ --"( \ / \ \ / ,• ' \ ' \ \ LOCATION. INST LL 11) 1 112" GRISWOLD 2230 \r-----f'MASTER VALVE A D 111 1 112" DATA INDUSTRIAL 220P FLOW SENSOR IN SEPARATE VALVE, BOXES PER DETAIL AND EXTEND 2 112" PVC CLASS 315 PRESSURE SUPPLY LINE AS SHOWN. THE STATIC WATER PRESSURE AT THE POINT OF CONNECTION IS 72 PSI AND THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE A PLANT MATERIAL DEMAND OF 31 GALLONS PER MINUTE WITH A PEAK 'FLOW OF 38 GALLONS PER MINUTE. -a.;--------~----''"J.H.ARDSCAPE EL,EMENTS. CONNECT 1 112" PVC SCH \ -\ \ "· 40 PRESSURE SUPPLY LINE IMMEDIATELY UPSTREAM •.' .t ,. ,, FROM MANUAL CONTROL VALVES ON PRIVATE LOTS ND STUB OUT FOR FUTURE CONNECTION TO RESI NTIAt, ETERS. (--;-yp) ~-.. ,,.""''"'••·~ .. ~ '·,..._,, t .·' -,, 00 '~ "'""'~ 269.9 I Iiµ _/// \ r/ '\.U' ~,,."""' ,.,.,/., , ,, ~~... I D\. ".,,.,e<" ,,, :-.,, 2:1~--------~------. ··-·-<,W ~----'// "'-~~ ' "'·---~ --(jg -----' ~-✓ '\ 268.7 ('\/ . nl:i, -.!'< \ ' . ' \ ' + ----,r-•¼-•. -·--··---·· ... ,-;, . 1•' \ '"·, •. ....,, ---1;---t,;-----~,/·-'!;'- ai ', ', C.:, ~--{--'=-,;,,,;~-.;, \'-, __ 250 -. - 1 ..,;.. -... -,:l_:=-,lpt"~ c->·l.~':~ ·., :,·.,-s, ~-,:.....\---7'-:{--'.'..~r-=,-"'_ -,.-. .:.: __ ~-'--:'cc:"¼----(; Planning Associates ' "'" L' a 'n d · P I a n n I n g Landscape Architecture 5962 La Place Caurt, Suite 205 Carlsbad, CA. 92008 (619) 931-8637 FAX:(619) 931-2645 Date ttJ/~/15 • Job No. CONTROLLER1 'E' INSTALL 11) PACIFIC TECHNICAL SERVICES CA-10- 24/MVP/HFS150/RRA CONTROLLER ASSEMBLY ,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 ANb ELECTRIC CONTROL VALVES TO THE CONTROLLER ASSEMBLIES. ALL WORK SHALL CONFORM TO LOCAL GOVERNING CODES AND EGULATIONS. THE FINAL LOCATION OF THE ONTROLLER ASSEMBLY SHALL BE APPROVED BY HE LANDSCAPE ARCHITECT PRIOR TO ' INSTALLATION . tPN"(}!o~ 'G-1' ,l,1 IMCK Of' ~!PUVA fA<. 1,#er /..1fji,/f' ft>l-e AS BUILT IRRIGATION PLAN FOR: i ,THB RANCH RANCHO VERDE. UNIT 1 DATE 11-·2· C7. DATE ~ ~ Scale t "-19' 1---+---,1-------------------1-----1----1----1---, OWN BY: __ _ PRO.ECT NO. DRAWING N Drawn By: o. f". · DA TE INITIAL DA TE INTIAL DA TE INITIAL CHKD BY: __ _ ENGINEER CF MR< REVISION DESCRIPTION OTHER APPROVAL aTY APPROVAL Rvv«> BY: 'CT 89-18-1 324-3L I C.M.W.D \ I I ---- REFER TO SHEET FOR CONNECTION TO PRESSURE SUPPLY LINE AND PRESSURE SUPPLY LINE~--<- ROUTING THROUGH THIS AREA. I I I I I I I I I I I I I I I I I I l,, --/ ------I \:--------------/ 1/ --/ \ \ - / I / / \ \ ( ( I I --· ---. ~ A/r,. 7~ ~-!,fj Afr~ .,==:- \ I \ ,is \ 1$.. \ I -"' "' I' I -I I' 416. I I \ \ -- J/~-I A/1!:HI A/t>•1A; A/0· t>A \ I \ I .~ \ I \ I \ I I I \ ~ ------- -- ~· • • " ~ 1 --~ 'SI • --- I I t ,_11 10." :,/J(rl •• ---- -- - I 1 \ ' ------- -- --- I,._ I 5 lj\!' • .\'41 ---- --- --- , . ~/4, ---- "'-- \ \ ------ ~ \ NOTES: J• 1. CONm SHALL ADHERE TO GENERAL IRRIGATION POLICIES AND REQUIREMENTS AS DETAILED PER CllY OF ~A~LSBAD LANDSCAPE MANUAL, SECTION IV.B, 2. AL!;_~N UNltS SHALL BE LOCATED OUTSIDE OF STREET R.O.W. ~ THES ANS HAVE EEN PREP ED FOR AN ULTIMATE RECLAIM WATER IRRIGATIONS TEM. AS OF THE DATE OF APPROVA~ECLAIMED WATER WIL~OT BE AV·A· ILABLE TO THIS SITE. ERaFORE, THIS IRRIGA N SYSTEM WILL TEMPORARILY B E VICED BY POTABLE TER. SEE SHE£T ~ F IRRIGATION LEGEND SEE SHEET'!-ll FOR l=IGATION DETAILS SEE SHEET ~ FOR IR GATION NOTES Sfi:E SHEET•&·ZIFOR IRRI ATION SPECS. ANTICI ATED ATIC WATER PRESSURE AT THE POINT OF CON~CTION IS 120 PSI AND THE IRRIGATION SYST~ HAS BEEN DESIGNED TO ACCOMMODATE A PLA~MATERIAL DEMAND OF 48 GALLONS PER MINUTE Wl'tH A PEAK FLOW OF 60 GALLOtil_ S PER MINUTE. CONT~CTOR SHALL VERIFY CTUAL PRESSURE PRIO TO INSTALLING llffilGATION SYSTEM. ,',!:)0 r.,,,, M IF F-Xl"'Thj.G-1"'51 I~ E'f'L.c;W 12o ~61 . THE IRRIGATION SYSTEM FOR THIS P.0.C. IS INTENDED TC BE SERVICED BY RECLAIMED WATER AT SOME TIME tt-1 THE FUTURE. PURPLE/ALERT EQUIPMENT SHALC:-BE INSTALLED AND TEMPORARILY CONNECTED TO A PQTABLE WATER SERVICE. SEE SHEET 2. FOR ADDITIONAL INFORMATION P.O.C. #1 RECLAIMED ONNECT 3" TYPE 'K' COPPER PIPE TO THE 2" WATER M~ER AT THIS LOCATION AND EXTEND TYPE 'K' CO ER PIPE TO THE BASKET STRAINER LOCATION. INST t' AND CONNECT (1) 3" BASKET STRAINER AND EXTEN 3" PVC CLASS 315 PURPLE PRESSURE SUPPLY ,ALERTLINE TO THE MASTER VALVE LOCATION: INSTALL (1) 2" GRISWOLD 2230 MASTER VALVE AN~1) 2" DATA INDUSTRIAL 220P FLOW SENSOR INS AR.ATE VALVE BOXES PER DETAIL AND EXTEND 3" P CLASS 315 PURPLE PRESSURE ALERTLINE AS SHOWN. -'l' ... --l---r---i MATCH LINE\-SEE SHEET f ~--------_ -_ -_ -_ .=:_;:;---'-------.....,.,11"'1 .--_-+-'-~----_-....;....Ll.•---_----....1,..--tt-<::-,-.l'f'::;"1,.~,'I, :;;--It::---:,1+.f----- Land Planning Landscape Architecture 5962 Lo Piece Court. Suite 205 Carlsbad. CA. 92008 (619) 931-8637 FAX:(619) 931-2645 Dote Job No. Drown By: o. f>-. ~ F m•<t ie'N / \__, • =~ / ~ J.H-~ EXP ?/-ft(~,?/ 0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. 1---+--+-------------t--+--+--+---, CT:] I crryLAN~r?G D~~~~AD I~ DA Tt INITlAI. ENGINEER CF 1I01K REVISION DESCRIPTION OATt INITIAL OAlE INITIAi. O'THER APPROVAL OTY APPROVAL IRRIGATION PLANS FOR: THE RANCH RANCHO VERDE,lJNIT 1 •ASSISTANT PL OWN BY: -----1 CHKD BY:_ ..... _ RVl'IU BY: PROJECT NO. CT 89-18-1 C.M.W.D. 93-308 ' I j;' MAX, I !:!;! ' :::, ! ~ ! "' ! ~ ! 0. ! i - G) REDUCED PRESSURE BACKFLOW PREVENTION DEVICE WITH 2 BALL VALVES (SEE SPECS AND LEGEND) © WILKINS 500YSBR SERIES "Y" TYPE STRAINER AND PRESSURE REGULATOR ASSEMBLY (LINE SIZE) @ BRASS UNION W/ NIPPLES © BRASS ELL (TYP) fa @ BRASS RISER (TYP) © 1 CU. FT. CONCRETE THRUST BLOCKS (TYPJ WRAP PIPES W/ 10 MIL. TAPE. SATURATE AND COMPACT SUB-GRADE TO 90% PRIOR TO POUR. (z) PVC FEMALE ADAPTER, SCH.80 ® FINISH GRADE @ DEPTH -SEE TRENCHING DETAIL A REDUCED PRESSURE SECTION BACKFLOW PREVENTOR not to scale .,. ... <l. w Cl z ::. "' ~ BACKFLOW ASSEMBLY NOTES: 1. THE BACKFLOW ASSEMBLY MUST BE INSTALLED A MINIMUM OF SIX INCHES (6") AND NOT TO EXCEED A 'v1AXIMUM OF TWO FEET (2") FROM THE METER EXCEPT WHERE THIS WOULD REQUIRE THE BACKFLOW ASSEMBLY TO BE INSTALLED IN THE PUBLIC RIGHT•OF- WAY. IN WHICH CASE, THE BACKFLOW ASSEMBLY MUST BE INSTALLED A MAXIMUM OF TWO FEET (2') INSIDE THE PROPERTY LINE. THE BACKFLOW ASSEMBLY MAY NOT . UNDER ANY CIRCUMSTANCE BE INSTALLED IN THE PUBLIC RIGHT-OF-WAY. 2. TYPE K HARD OR TYPE L HARD COPPER OR BRASS PIPEWITH SOLDER JOINTS OR THREADED FITTINGS MUST BE USED BETWEEN THE METER ANO THE BACKFLOW ASSEMBLY. 3, PRECEDING THE NUMBER ONE SHUT OFF VALVE, CONNECTION MUST BE MADE WITH A COPPER OR BRASS 90 DEGREE ELBOW TO A COPPER OR BRASS RISER TO A COPPER OR BRASS 90 DEGREE ELBOW, SHUT OFF VALVE MAY BE FOLLOWED BY A COPPER OR BRASS NIPPLE AND/OR A BRASS UNION. RISER MUST BE OF SUFFICIENT LENGTH THAT THE BOTTOM OF THE BACKFLOW ASSEMBLY IS TWELVE INCHES (12") TO THIRTY-SIX INCHES (36") ABOVE GRADE IN AN AREA NOT SUBJECT TO FLOODING. 4. IF BACKFLOW ASSEMBLY IS TO BE INSTALLED ON A SLOPE WITH A HORIZONTAL TO VERTICAL RATIO OF 4:1 OR GREATER, A TWO FOOT (2') HIGH RETAINING WALL MUST BE BUILT SURROUNDING THE ASSEMBLY ON THREE SIDES WITH THE OPENING ON THE DOWN SIDE OF THE SLOPE. THERE MUST BE A MINIMUM TWO FOOT (2') HORIZONTAL CLEARANCE BETWEEN THE RETAINING WALL AND THE BACKFLOW ASSEMBLY. ASSEMBLY MUST BE LC'.>CATED IN AN AREA NOT SUBJECT TO FLOODING. 5. ONLY THE REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES WHICH HAVE BEEN APPROVED BY THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES MAY BE USED ON WATER SERVICES WITHIN THE CARLSBAD MUNCIPAL WATER DISTRICT, 6. INSTALL PER CMWO $TO. OWG. NO. W -20 .. -. -'. ,, ,-.-,., ........ . ·········· ... -· ··•-•.•--. ---•--------.-..... ,.,., ':::::::::::::::::::: :::::::::::.: ·:-:•_._._ 2" MIN. 3 G) NON-PRESSURE LATERAL LINE @ PRESSURE MAIN LINE @ RECLAIMED WATER WARNING TAPE (SEE SPECS) (FOR RECLAIMED WATER SYSTEMS ONLY) © CONTROL WIRES @ SATURATE AND COMPACT BACKFILL TO C0\,1PACTION OF SURROUNDING GRADE @ HARDSCAPE SURFACE (SEE SLEEVING DETAIL FOR TRENCHING UNDER PAVED AREAS) ~H r--_T_R_E_N_C_H_IN_G __________ SE_C_T_ION \!:!} no1 to scale PIPE SLEEVING SCHEDULE . SCH, •o PVC SLEEVE SIZES USING: PVC SOt. VENT WELD . BELLAND PIPESI~ SCH. M FITTINGS GASKET FITTINGS SOCKETED PIPE· 1 /2 • 2· 2· 3/4." 2" 2" . ,. 2112~ 2112" '11 ,..,. 3• ,, 3• ,. H/2" 3" 3• 3· \'" 4" 4" 4" 21 /:il: • 6" 6" 4• .. 3" 6" 6" 6" . ALL SLEEVES SHALL EXTEND 12" BEHIND CURS OR StOEWALK. ALL SLEEVES SHALL BE SHOWN ON AS·BUILTS DRAWINGS 0 © ® 0 B 3 PLASTIC VALVE BOX WITH LOCKING LID (SEE SPECS.) CONTROL WIRE WITH 24' EXPANSION COIL & WAlER TIGHT CONNECTORS 1" IN TURF AREAS: 2" IN SHRUB AREAS SCH. 40 PVC MALE ADAPTERS 2 ® SCH. 80 UNION AND NIPPLES (TYPICAL) @ 4" MIN. OF PEA GRAVEL (j) BRICK OR CONCRETE BLOCKING ® MAINLINE· SEE TRENCHING DETAIL ® 6"MINIMUM @ MASTER CONTROL VALVE MASTER CONTROL VALVE SECTION not 10 scale G) VALVE BOX (SEE SPECS.) ® 1" IN LAWN AREAS, 2' IN GROUND +--~~/f=====::Jj\m~~~2 COVER AREA. . - ~ 11'-"rr..;,: (D BALL VALVE-BUTTERFLY VALVE ® ITT @) INTEGRAL UNIONS -(D PVC SCH. 40, 45• ELL (TYP) ,1,._ ® PVC PRESSURE MAINLINE PIPE(SEE SPECS.) Q) 4" MIN •. PEA GRAVEL © BRICK OR CONCRETE BLOCKING ® DEPTH-SEE TRENCHING DETAIL -®f-.----__.t=-S,O=LA'"""T...,.;lc..::;O..c.,N_,;__V_A_L_V_E---'-----'s=E~cT=10;;,,,,;,.,;-N not to scale CD HARDSCAPE SURFACE, SEE PLANS, @ CLEAN BACKFILL AS REQUIRED, REFER TO ENGINEER FOR SPECIFIC MATERIAL AND COMPACTION REQUIREMENTS. 0 @ CLEAN SAND, © LATERAL LINE IN SLEEVE . 2" MIN @ PRESSURE MAIN LINE IN SLEEVE. @ CONTROL WIRES IN SLEEVE (SIZE AS REQUIRED) 0 MINIMUM COVER: 3&" UNDER ROADWAYS 18" UNDER OTHER PAVING i'OTcS: 1. SLEEVES UNDER ROADWAYS TO BE PVC SCH, 80; OTHER SLEEVES TO BE PVC SCH, 40 2. ·INSTALL REC'1\IME□ WATER WARNING TAPE PER TRENCHING DETAIL 3. APPROVED CLEAN BACKFILL MAY.BE SUasTITUTED FOR SANO UNDER WALKS SLEEVING· SECTION (UNDER PAVING) not to scale 10,..,_.__..., G) Q G) FLOW SENSOR· SEE LEGEND PLASTIC VALVE BOX WITH LOCKING LID (SEE SPECS.) CONTROL WIRE WITH 2.4'. EXPANSION COIL 1' IN LAWN AREAS; 2" IN SHRUB AREAS WATER TIGHT CONNECTORS © SCH. 80 UNION AND NIPPLES (TYPICAL) CD 4" MIN, OF PEA GRAVEL © BRICK OR CONCRETE BLOCKING ® MAINLINE· SEE TRENCHING DETAIL @ 12" MINIMUM @ MALE ADAPTER (TYP) PVC SCH. 40 .©FLOW SENSOR SECTION not to scale F NOTES, © VALVE BOX (SEE SPECS.) 2 ® HEIGHT ABOVE FINISH GRADE PER SPECS. © QUICK COUPLER VALVE, SEE LEGEND © BRASS NIPPLE, LENGTH AS REQUIRED ® 4" MIN. DEPTH CLEAN PEA GRAVEL 7 © BRASS STREET ELL, TYPICAL (3 REQUIRED) O (v BRICK OR CONCRETE BLOCKING, f,.':'J,----..::,,,,_,f/),;-::-1"7--""":..., TYPICAL ----0 © BRASS NIPPLE 6" MIN. LENGTH ® PVC SCH 40 TEE OR ELL @ PVC MAIN LINE DEPTH AS REQUIRED (y 36" MIN LENGTH #4 REBAR STABILIZER, ATTACH W/ TWO (2)STAINLESS STEEL _ BANDS. QUICK C.OUPLER VALVE SECTION .tlUICK COUPLER SHALL BE APPROVED FOR RECLAIMED WATER not to scale _j 1 _ CONCRETE SHALL BE 470-C-2000_ 4. SLOCKS SHALL BE: A MIN. 6" THICK AGAINSI NArlVE OR COMPACTED SOIL 2. MAINLINES :3" IN O!AMETER ANO LAAGEFtSHALL RECEIVE CONCRETE THRUST BLOCKS AT AL'. DIRECTION CHANG ES. 5. ALL MAINLINE SHALL BE INSTALLED AND ~-TEES SHALL FlECtlVE BLOCKS ON ALL tHFll;;.E SIDES. 0f---TH_R_U_S_T_B_L_O_C_K_S ADL I Planning ----,------ftllml Associates llftm Land Planning Landscape Architecture 5962 La Place Court, Suite 205 Carlsbad. CA. 92008 (619) 931-8637 FAX:(619) 931-2645 Dote 10/&/"!6 Job No. "!"=OW Scale Drawn By: h-&- I TESTED PER S~ECIFICATIONS 6. SEE TRENCHING DETAIL FOR DEPTHS SECTION not to scale ' DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G) REMOTE CONTROL VALVE (g} PLASTIC VALVE BOX WI LOCKING COVER. (SEE SPECS.) G) 1"INTURFAREAS: 2' IN SHRUB AREAS @ APPROVED WIRE CONNECTORS @ CONTROL WIRES r,NI EXPANSION LOOP) © SOLENOID (v PVC SCH 80 UNION @ PVC SCH 40 FEMALE ADAPTER (TYP) @ PVC NON•PRESSURE PIPE (SEE SPECS.) @ PVC PRESSURE PIPE (SEE SPECS) @ PVC SCH 80 NIPPLE (TYP) (LENGTH AS REQUIRED) @ BRICK OR CONCRETE BLOCKING @ PVC SCH 40 TEE (SxSxS) OR ELL(SXS) ON MAINLINE Q1) 4" MIN. OF PEA GRAVEL Q§) DEPTH·SEE TRENCHING DETAIL REMOTE CONTROL VALVE SECTION 8" MIN 18' MIN G not to scale G) 'LE MELIA' STEEL ENCLOSURE OR APPROVED EQUAL @ WALL MOUNT AUTOMATIC CONTROLLER. SEE LEGEND @ ON/OFF DISCONNECT SWITCH W/ 110 V. GROUNDED OUTLET. ~ MOUNTING FLANGE WI BOLTS TO BE SET IN 6" MIN. THK, CONCRETE PAD. @) FJNSH GRADE @ 110 V. ELECTRICAL SERVIC~ IN RIGID CONDUIT SLEEVE TO POWER SOJRCE PER LOCAL CODE. (z) 2 -3" DIA. PVC SCH 80 LONG SWEEP ELLS FOR LOW VOLTAGE CONTROL WIRES & COMPUTER HARDWIRE. @ 1/Z' X54" COPPER GROUNDING ROD, CONNECT TO 110 V. OUTLET PER MANUFACTURER'SRECOMMENDA1l0N. © INSTAU. AIJTOMATIC RAIN SHUT-OFF Af. PART OF ll-lE CONlROl.l.fR ASSEMBLY AND PER MANUFAcnJRES.RECOMMENOATIONS, AUTOMATIC CONTROLLER SECTION not to scale NOTES: 1. TI-11S PROJECT IS DESIGNED FOR FUTIJRE RECLAIMED WATER USE IN CERTAIN AREAS. (SEE IRRIGATION PLANS FOR LOCATION). ALL FUTURE RECLAIMED WATER SYSTEMS SHALL BE GOVERNED BY REQUIREMENTS IDENTIFIED ON SHEET 2 AND SHEETS 1.o<l-1 2 PURPLE VALVE BOX USED ON,RECLAIMED WATER SYSTEMS. 4 "AS BUILT" APPROVED FDR PLANTING AND IRRIGATION □NL Y, DATE INCLUDING PRECISE LOCATION RCE EXP. OF PLANTING AREAS, REVIEWED BY: INSPECTOR DATE I 5li~ET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 7 IRRIGATION DETAILS FOR: THE RANCH RANCHO VERDE. UNIT 1 .,..,.,-.., APPROVED: --Wt/ fl ~-11-9£ '/ - ASSISI AN I .--DATE' DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: CT 89-18-1 324-3L OTHER APPROVAL OTY APPROVAL FIELD BY: C.M.W.D.-98-308 6" N R , .. ~:r~-_______ y~·-··-··J SLOPE IRRIGATION SYSTEM PER PLAN ~ ~ ED : i----?' ___ ,.____ I ----,, . CONTROL VALVES PER PLAN -i l ! : I ! PVC MAINLINE AS SPECIFIED-----' 1 i r, ....---------, i TYPICAL POINT OF CONNECTION TO DOMESTIC WATER SERVICE. METER TO BE N.1.C., BY OTHERS. CONTRACTOR TO SUPPLY LINE. SIZE BALL VALVE AND WILKENS SOOY SERIES PRESSURE REGULATOR IF STATIC PRESSURE EXCEEDS 80 PSI i ! I i i ! i i i i ! i ! TYPICAL RESIDENTIAL POINT OF CONNECTION (D SHRUB ADAPTER W/ SPRAY NOZZLE, SEELEGEND {) PRESSURE REGULATING SHRUB ADAPTER WHERE REQUIRED ® PVC SCH 80 NIPPLE:, LE:NGTH AS RE:QUIRE:D (TYP.). €) FINISH GRADE @) ALL HEADS TO BE KEPT A MIN. OF 4" FROM />N'f HARDSCAPE SURFACE. not to scale @ MARLEX STREET ELL, TYPICAL (3 REQUIRED) 5 Q) 1/2" PVC SCH 80 NIPPLE, 6" MIN. LENGTH @ PVC SCH 40 TEE SxSxT @ PVC LATERAL LINE (9) DEPTH·SEE TRENCHING DETAIL SHRUB SPRAY ON RISER CD 01:?P 'IUll\G • INST ALL AT 1,: Dl';F'TH ~ r,,ap l':/INTTl5I • NSTAU. r AacM< FNSH Gk'ADE. EOUA- DISTANT A<?OI.NO EDGe OF <?OOTBALL ® TlBNG STAKE· $TAKE TO ec>GE OF ROOTeAU. @ EMTTB:' TLBN;. -NS1 ALL AT IT 01:PT>-I MO BRN<, TO SI..RFACE ALON<> ED<>E OF l<OOTBALL, MAXIMI.JVI l.=n-1 OR 36· RlOM END TO ENO. @ Tl<EE (@ F'NSH <>l<ADe (Z) Sl.BGl<ADE ,,@ ROOT BALL BACKFI.L MATERIAL IO?EFEI< TO SPECFK:A TIONSl 1 EMITTER -UP TO 24" BOX SECTION not to scale SECTION not to scale K ® CD MANUAL CONTROL VALVE WITH UNION 0 PVC MAINLINE Ci) PVC LATERAL TO AVB. © PVC SCH 80 RISERS ® PVC SCH 80 NIPPLE (LENGTH AS NEEDED) © 36" MIN. LENGTH #4 REBAR STABILIZER- ATTACH WI (2) STAINLESS STEEL BANDS 0 FINISH GRADE © DEPTH -SEE TRENCHING DETAIL MANUAL CONTROL VALVE SECTION (ANGLE VALVE) ---11 CD STREAM ROTOR SHRUB HEAD. SEE LEG8'0 not to scale 0 BROWNUNE UVR-PVC COUPLING OR ANTI-DRAIN VALVE WHERE REQUIRED @ STAINLESS STEEL STRAPS (2 REQ'D.) WI #4 REBAR STABILIZER, 30' MIN. LENGTH G) MARLEX STREET ELL, TYPICAL (3 REQUIRED) © PVC SCH 80 NIPPLE, 6" MIN. LENGTH @ PVC SCH 40 SXSXT TEE OR ELL 0 PVC LATERAL LINE, SIZE AS NOTED ONPLAN ® DEPTH-SEE TRENCHING DETAIL @t--___ R_O_T_O_R_S_H_R_U_B_H_E_A_D ____ s_~;...,.., 1 ~_1~-,-a~ 2 3 6 l----11-'i'i=i'i'~ ~ 4 ~-1---/8 1---+--+--l- 7 CD 3/4' Cru$1-ED <>i<AVEL SUl.1P 2 a..BIC FEE':T .-·· · <NSTALL $01. SEPA<?ATOR F"-"""C OVER SUl.lPl fr>\ AGl<ICLL TLC?AL ""10()!.X;TS i'.C. '6/ MODB. 4E-:J/4·FLTEI< WITH tz-, 150 MES'-< SCREEN 1-Q) PVC lNQN (l.1-,,E SIZE> t,;;., '1eCTANGU.AR VAL'JI: BOX-';' ~ \,;},/ BRAND LO Wlll-l CONT.-Ol..l.El<-AN'>--\..f;;l--.£:"C BALL VAL VE <LNe Sf.::El ST A'110N ~R. --. 'f,f'/:-'f!'-BOX TO REST ON Gl.'AVEL ® =vr ¼JI P<IESSI.RE $1..PPi.. Y LIN: @ 18' X 12' DIA. R_EX H05!::• CCM/ECT TO FL TEI< R_USI-I PORT If}' == l<EMOTE CONTJ.>OL VALVE l.:zJ HAl<DE 700 SEl<lES @ PVC LATs:?AL LNE F'IPE s NOTES: 1. 2 DRIP VALVE ASSEMBLY SECTION not to scale THIS PROJECT IS DESIGNED FOR FUTIJRE RECLAIMED WATER USE IN CERTAIN AREAS. (SEE IRRIGATION PLANS FOR LOCATION). ALL FUTURE RECLAIMED WATER SYSTEMS SHALL BE GOVERNED BY REQUIREMENTS IDENTIFIED ON SHEET 2 AND SHEETS 20·2/ PURPLE VALVE BOX USED ON RECLAIMED WATER SYSTEMS. CD ATMOSPHERIC VACUUM BREAKER WITH UNION @ PVC LATERAL @ PVC SCH 80 RISERS © 6" MIN. ABOVE FINISH GRADE AND 6" MIN. ABOVE HIGHEST OUTLET SERVED BY VALVE 0 0 @ 36" MIN. LENGTH #4 REBAR STABILIZER - - L ® p ATTACH W/ (2) STAINLESS STEEL BANDS @ FINISH GRADE (j) DEPTH· SEE TRENCHING DETAIL @ ?'-IC SCH. 80 NIPPI.E ( LENGHT AS NEEDED) ATMOSPHERIC VACUUM BREAKER SECTION 7 (i) POP-UP SPRAY HEAD, SEE LEGEND ® FINISH GRADE not to sea.le @ NOTE: ALL SPRAY HEADS TO BE PLACED MIN. 4" CLEAR OF ALL HARDSCAPE SURFACES © MARLEX STREET Ell., TYPICAL (3 REQUIRED) @ 1/2" PVC SCH 80 NIPPLE, 6" MIN. LENGTH @ PVC SCH 40 TEE SxSxT TEE OR ELL (z) PVC LATERAL LINE, SIZE AS NOTED ON PLAN ® DEPTH-SEE TRENCHING DETAIL POP-UP SHRUB/TURF HEAD SECTION 5 7 NSEC?T X MP 90 !:LL IQ' ROLN) VALVE BOX BRANO !9..I.JSl.r ON UO FNSHGRADE PVC BALL VALVE IF X Fl lvF' X FP SCl-l. 40 PVC B.L SCl--l80PVCr-PP\.E L.&JGaTH AS REOU,EO A, '.!,/4' C'll\JSI-ED Gl<AVB. SUW' \.U Q CU. FTJ @ FP X FP SCH. 40 PVC aJ.. 9 PVC LA 1B2Al. l.NE PPE SLPX _,. so.a, 40PVC FfTTI\G not to scale ®r---F_L_U_SH_VA_L_V_E_ SECTION not to scale ADL I Planning --=•Ille'· Ill Associates 111 Land Planning Landscape Architecture 5962 Lo Place Court. Suite 205 Carlsbad. CA. 92DD8 (619) 931-8637 FAX:(619) 931-2645 Dole I 0/11 /"f-6 Job No. 45.?w Scola Drown By: A-b- . .. DATE INITIAL PJGINEER OF WORK REVISION DESCRIPTION ® M ® u ® 0 ANTI-SIPHON VALVE WITH UNION © PVC MAINLINE @ PVCLATERAL © PVC SCH 60 RISERS ,@ 6" MIN. ABOVE FINISH GRADE AND 6" MIN. ABOVE HIGHEST OUTLET SERVED BY VALVE @ 36" MIN. LENGTH #4 REBAR STABILIZER - ATTACH WI (2) STAINLESS STEEL BANDS G FINISH GRADE @ DEPTH -SEE TRENCHING DETAIL ANTI-SIPHON VALVE SECTION -11 not to scale CD POP -UP . 'OTOR HEAD, SEE LEGEND ® FINISH GRADE ® NOTE: ALL HEADS TO BE PLACED MIN. 4" CLEAR OF ALL HARDSCAPE SURFACES © MARLEX STREET ELL, TYPICAL (3 REQUIRED) @ PVC SCH 80 NIPPLE, 6" MIN. LENGTH @ PVC SCH 40 TEE SxS<T (j) PVC LATERAL LINE, SIZE AS NOTED ON PLAN @ DEPTH--SEE TRENCHING DETAIL r,ecr ANGLLAR PLASTKO VI"-Vo;. BOX BASKET $Tl<ANEI< I @ (Z) PVC PPE TO MA$Ta.? VAL~ 3/4' C<!t.13>-IED "OCI< SU'vlP (ON!" Cl.SIC FOOn FNS>-1 <>l<ADE PRe:SSU,~ SLPPL Y LI\E Fl<OM SOl.RC,;. MALE ADAPTOR <2 Rf:O\.ll'lrol NOT,;.• E:OLIPM=>IT' $>-!ALL I-IA VE: A MNM1..M OF 4· CLEAO?ANCE Fl<OM 11-E BOTTOM OF TI-E VALVe BOX LO. BASKET STRAINER SECTION not to scale "AS BUil T" APPROVED FOR PLANTING AND IRRIGATION □NL YJ DATE INCLUDING PRECISE LOCATION RCE EXP . OF PLANTING AREAS. REVIEWED E>Y: INSPECTOR DATE ~ ~ CITY OF CARLSBAD 0 PLANNING DEPARTMENT 7 IRRIGATION DETAILS FOR: THE RANCH L. RANCHO VERDE, UNIT 1 , , APPROVED: -I;;< 'j(/ b-17-~6 ~ DAlE DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. CHKD BY: CT 89-18-1 324-3L OlHER APPROVAL CITY APPROVAL FIELD BY: C.M.W.D. 93-308 (J) ACl\JAL FNSI-< si:IACE (]) (6' GEOFLOW N'F'E DRIPLl>E @ wrn, ROOTGUARO @ SRASSROAD F'Ave,, .!EFl:R TO Pl.ANTING PLANS CURB $M<CTLOAM ~ TO PlANTN, SPb.»"IC,, TlONS H:AVT va-,q.e SLe-BAS!! 'lEFER TO PLANTN, srecFICA TIOII.S .. +------..'· . ~- CD G) @ @ @ 9 8 FN151-1GRAOI! @ PVC $Cl-l 40 TI'l", <S X S X 1'l N INT t«E I-EADE:12 =xc=aaow (J) TLSING CEPTl-l ,;e()FLOW IN'F'!!: 0lll"l.N! @ 1-EAteaOEF'Te! WTTl4 l<OOTGUAl20 6" TI-R!cADeD F'VC SC{ 40 ~ ® ~BACKFLL REFB2 TO o>t.ANTNG SFECFICA T1ClM: PVC SCI-I. 40 'IE'e <S X 5 X 1'l N EXl-lAU$T >-EADER @ DP.If 'TU!'JIH& fl'-~f> I 1-" pf:{"[1---t G) GEOFLOW SPACING GEO FLOW MANIFOLD t! II \I I;"-@ \ I\ II . . . \ c£li I i I - !I t: 4 :1 ' ' ' a) ' I I. I ~ ~ I __J I CJ) __J iLp I;~ i I. " __J I' ~ ' ' 0 :I 1' Cl ,I L! __ iJ il ~ ·_j ~ t ,, ,A ,, ' ,I Ii ~' I! i I i (i) = CU!B IA\ M2 ~ ¥AL.VE lo/' PVC l"XI-IAU5T LAT51AL Ar\ SALOO DT5-l40-900 VNl1._ \!:!;I SB: DeTAL \,LI SEE PLAN F0'1 SIZE '& COATED n.a..G STAl<E. M'I R..IJSI-I VALVE ASSEtv&-T '3' D'1P VALV'c ASSl:MB-T m,_ PVC MAKI': LA1"'>AL fjj'\ PVC SQ-140 Ta:: "bl SEE CETAL YJ SEE oeTAL \QI SEE PLAN F0'1 SIZE W C$..P X S1..P X ='Pl '3" l<Jl,,GBRO.KC-lOO<-SF'VCSPl<NG @ ~SLPPLTI..N: ~ ~~~ ,.r,,,. PVCSG140a.soW \,i;2/ 0-ECI:'. VALVE cs X Sl Ll>E SIZE 1W SEE ll'lENCHINGOETAIL 1-2) -~ -r~~ rn•n '!61 C$..P X COM') ROOTGUARD (SEE NOTE) NOlB NSTALL GeOFI.OW Dl<Gl6-2-<6 N'PE Ol1FU\!c wm-, ROOTGUARD 6-a" f!a.OW FNoH <.RADE AT 18" O.C.. EAO-, "°"'°-'Al L.EN;TH OF G60F1.0i1V TU3NG SI-IA!..L BE NO Gl'2EATER THAN=· STAKE GEOFLOW TI.BNG AT EVERY 7 o,c_ NSTALL KNG 8l10S 5"l<NG 0£0< VALvr:5 BE1WEEN EACH LB'JGTl.-1 OF GEOFI..OW ON BOTH NTAl<l: AN:> EXi-lAlJS7 LATI"RAl..5. NSTl'U. l'R. """-l'F VALVES AT T1-E -PONT OF E:Aci-1 SDI: OF T1-E ()RP VALVf'. ASSE,VB._ T. NSTAlL R..l.lSI--I VALVE Assa-aES AT EAO, El-D OF TI-E EXH..JAST LATERAL l'U. GeOFI.OW Tl.l3NG l..aGTI-<$ $1->All. .LAVE OI\E COl,l,ECTION TO T1-E MAKE LATERAL MC ON', COI-N:CTION TO 11-.e E>O-IAUST LAT51AL =5 COMEc'T"No GECJR_QW lU3NG IS PRCJI..EITT!D; EXTIN> GECJR_()W =™5, M.o= LATERALS AN:> E>0-1•1 iST LAT51ALS TO T1-E EXTENTS OF E:Aa-1 ZONE AS NDCATel ON 11-.e l<RIGATION PLANS. 0'----G_E_O_FL_O_W_I_NS_T_A_L_L_A_T_IO-"-N_O_N_M_E..,....D_IA_N _____ _ smEEr SURFACE---. ' -. .. .. . .. '.. .... . ... .-. . ........... .. . _ .. ,._ .. _._" .... _,,. __ ' .,. -. POTABLE!: MAINLINE!: 3.5 Ff!:Er (Sf!:€ IMPROVEME!:NT DRAWINGS/7 • i • er ,, -, . 1 12• MINIMUM REo'UtRE!:D VERT/CLE SEPARATION-r. RECLAIMED WATER IRRIGATION MAINLINE~SLcEVE NOTE:: ALL RE!CLAIMEDWATER IRRIGATION PIP: AND $LE:VES SHALL !!E PURPLE AI/D LA.BEL~D AS SPECIFIED irr. "STANDAFID SPECfFICAnCNs FOR PRIVA~ IRRIGATION svsrEus- -CAflLSBIID flECLA•fATIOI/ RULES AND flEGULAnONS FOfl CCNSTRUCTICftl OF ~ECLArMED WATcA 0MAtNS'• JUNE f991 POTABLEE MAINLINE= CROSSING .---.SIDEWALK ME;TER BOX WIMETER CURB---. ~~' --~~~~-· ~,, .,,_ lf I _;:·~~~~if;~ 12"MINIMUM POTABLE SERVICE UN£--....::.~ 10' MINIMUM TO POTABLE MAINLJNI= IN STRl=E RECLAIMED WATER IRRIGATION MA/Nl.lNE WISLEEVE; NOTE: VER11CI.E ctEN1.<NCE! OF 12" Mrl/lMUM IS MNIDATDIIYWI-IEN CFIOSSING PA71-1 OF A,POTASLE! WATEII /.JI/E. 11/Sf:ALLAnOI( OF REC/.M.IED WAIER IRR/GATCN I.WMJl/e ;w FROM FACT; OF SIDEWl'LK !MU. PROVKJE! lHI: 111:CESSARY II]' HOfl/ZONTAI. ctl:AIWICE FROM POTJtSLE MAIM.11/E IN 1HE ST'FIEEI'. POTABLE SEERVICE LINE CROSSING ,,- ·-·-·····-----··-··············-----·-""""'""""'"''""""""'" ------. ,. •' ......... ....3t. .. -........... .:!:,. CD o• ROl.>,O VALVF:. EIOX (6) FN15I-I GIIACE @ A=.1.-"!U"AL ~TS. NC. r PI/C .o.s::.!/VAO.,J.:N,, ~~ VJ:iJ..VS @ F'RESSLl<E SU'PUJ u,e AIR RELIEF VALVE ADL __ L_. Planning Ii _...,..1111am ASsociates ■11iUIJ/!i Land Planning Landscape Architecture 5962 La Place Court. Suite 205 Carlsbad, CA. 92008 (619) 931-8637 FAX:(619) 931-2645· Dote 10/cP/16 Scale DrQ\/11\ By: A--b- ·-.': .... :., .. '. -· ... ' ' . -.. . @ PVC STilEET B.1. <2 ~0) @ PVC TEe: Cl'? eil (J) PVC $Cl-l 80 NPPI£ @ 3/4" Cl!tJCI-B) l20CK su,,p ' DATE INITIAL . cNCINEER or WORK REVISION DESCRIPTION UPHILL SIDE U----{3 CD DRIP VALVE AS TO 11-.e DRP VAL CETAL @ PVC NT Al<l: I-EA @ PVC F'RESSll2E SLPPLT @ SALCO DTS-l40-900 9' 1/Nl'L COATED T\.5NG STA><es SEE Ge.ERAL "1111GA TION NOTES FOR $PACNG .,,.QUC!cM'eNT$. TE> EXACT LOCATION OF 11-.e Cl-ECK VALVE<S> Sl-<ALL BE Dl:lSI""""° T.-tc FE!.O "1:LA TIVE TO AC'T1.JAL SITE CONCITlONS . 0 CHECK VALJVE NOTES: 1. 2 TI-11$ PROJECT 1$ DESIGNED FOR FUTURE RECLAIMED WATER USE IN CERTAIN AREAS. ($EE IRRIGATION PLANS FOR LOCATION). ALL FUTURE RECLAIMED WATER SYSTEMS SHALL BE GOVERNED BY REQUIREMENTS IDENTIFIED ON SHEET 2 AND SHEETS t.D-21 PURPLE VALVE BOX USED ON RECLAIMED WATER SYSTEMS. "AS BUILT" APPROVED FDR PLANTING AND IRRIGA TIDN □NL Y, DATE INCLUDING PRECISE L □CA TIDN RCE EXP. OF PLANTING AREAS, REVIEWED BY; INSPECTOR DATE l1e:r1 ~ CITY OF CARLSBAD PLANNING DEPARTMENT 7 IRRIGATION DETAIL$ FOR: THE RANCH RANCHO VERDE. UNIT 1 f ~ APPROVE'7t7 fa/I)'_ >t7-9C A "' UA . - DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. CHKD BY: CT 89-18-1 324-3L OlHER APPROVAi OlY APPROVAL FIELD BY: C.M.W.D_ 93-308 6 @ 1 - A C 1 . :\ 'I ' TRE CD ROOTBALL ® CROWN -1" ABOVE FINISH GRADE @ FINISH GRADE © FINISH GRADE AT SLOPE ® 2 X ROOTBALL DIA. ® BACKFILL MIX (SEE SPECS.) (!) PLANT TABLETS (SEE SPECS.) ® SEE SPECIFICATIONS ® TOP OF PAVING @ 4" HIGH WATERING BASIN (IF REQ'D.) 4 @ UNDISTURBED NATIVE SOIL B PLANTING DETAIL SECTION TREE TRUNK SEE TREE PLANTING DETAIL 24" MIN. VINYL TREE TIE (2 REQ'D.) 2" DIA X 10' LODGEPOLE PINE STAKE 12" MIN. liOt to scale SINGLE STAKI ETAIL SECTION 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. QUANilllES 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 QUANTlTIES 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 SHALL BE THOROUGHLY SOAKED. 4. A. ST AKE OR GUY ALL TREES PER DETAIL. 5. 6. B. REMOVE NURSERY STAKES ON ALL VINES AND ATTACH TO ADJACENT WALLS OR FENCES WITH NON-METALLIC TIES. . C. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE GROWTH ON ALL TREES. TREES AND fHRUBS SHALL NOT BE PLACED WITHIN TWELVE (12") INCHES OF SPRINKLER HEADS. ALL TREES5HALL BE PLANTED A MINIMUM DISTANCE OF: A. 3' OUTSIDE OF PUBLIC RIGHT OF WAY, EXCEPT ALONG CAMINO LINDO, B. 5' FROM ANY PAVING (IN EVENT TREES CAN ONLY BE LOCATED WITHIN 5' OF PAVING, "810- BARRIER" ROOT BARRIERS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.) C. 7' FROM SEWER LINES 7. SHRIJBS SHOWN IN PLANT AREAS SHALL BE UNDER-PLANTED WITH GROUNDCOVER SHOWN BY ADJACENT SYMBOL, TO WITHIN 12" OF MAIN PLANT STEM. © 4 i 2" PREPARED SOIL PLANT TABLET 0 FINISH GRADE ® EQUAL (X) • SEE PLANT SCHEDULE SECTION FOR ON CENTER SPACING ® CONCRETE MOW STRIP OR HARDSCAPE IMPROVEMENT AS INDICATED ON PLAN 0 CONCRETE CURB OR HARDSCAPE IMPROVEMENT AS INDICATED ON PLAN ® EOUAL 1 /2 (X) NATIVE HYDROSEED MIX (See specs for hydroseeding lnformatiOn) SCIENTIFIC NAME Artemlsla caritomlca Artemisia douglasiana Cas1illeja exserta Collinsia heterophylla Encelia callfomica Eriogonum fasciculatum Eriophyllum conlertlflorum EsehschOli:ia ca111om1ca lsocoma menziesii Lasthenla chrysostoma Layla platyglossa Lotus scoparius Lupinus succulentus Mimulus aurenliacus Nassella pulchra Plantago lnsularis Salvia memtera Sisyrinchium bellum Vulpia myuros var. hirsuta COMMON NAME Cal~omia sagebrush Mugwort Purple Owl"s Clover Chinese Houses Common EnceUa Califomla Buckwheat Golden Yarrow California Poppy Coast Goldenbush Goldfields TidyTips Deerweed Arroyo Lupine Red Monkey FIOWer Purple Needlegrass Plantain Black Sage Blue-Eyed Grass Foxtail Fescue POUNDS PFRAQRE 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 !JI PLAN TOTAL POUNDS PER ACRE: 38.0 B GROUNDCOVER PLANTING DETAIL 2" DIA. X 10' LODGEPOLE PINE STAKE (2 REO'D.) 1 X 2" WOOD BRACE VINYL TREE TIE (2 REO'D,) 24" MIN. SEE TREE PLANTING DETAIL 12" MIN. TREE TRUNK ROOTBALL 7,-........._. PLAN VIEW . T PREVAILING WINO SECTION not to sea.le f:)1 IJJIP& M80/AN 2./< i'=T~AU-PIA . . !:!#IN CW'-8 \ : • i--· ""=17'l"T.,..., l ~·1.-1~ [ii\-.·:· Dr.ef' W,'TflNN& C>eVICE I ll . . : ,, ~ " " + ft:.t'f'D!'MU> t'lf'E • . . . . . -w/ Pf-If' UAte: ll] ".:,·:;.._ F/U w/ c~t?P llll=I) . 1iii -'.!TI _:. ITTI ~ ! Ii I &11/tYGJ-. '4/4). + I lB,V&T/-( D DOUBLE STAKING DETAIL SECTION _ TF-eE f'LAI-..ITIN.G-IN Mf=.DIAN ~naN. E ... ~-----.,-------'----not to sca1e 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 $HALL HAND WEED ALL HYDROSEEDED AREAS AS DIRECTED BY LANDSCAPE ARCHITECT AND/OR CITY INSPECTOR, TO ENSURE SATISFACTORY ESTABLISHMENT OF AREA$ 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 SA_MPLE FOR CITY APPROVAL PRIOR TO INSTALLATION. 15. HYDROSEED ALL SHEET GRADE_D PADS_ NOT SCHEDULED FOR CONSTRUCTION WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING, PER CITY OF CARLSBAD LANDSCAPE MANUAL, SECTION IV.E, E.3- 1.2-2.1, a AND E.3'. 1 .2-2.2. 16. NO STRUCTURE, FENCE, WALL. TREE. SHRUB, SIGN, 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 WITH CITY STANDARD PUBLIC STREET-DESIGN CRITERIA SECTION B.B.3. THE UNDERLYING PROPERTY OWNER SHALL MAINTAIN THIS CONDITION. ( N/ ~.!:Ei:!ii§l!!II~ 'i ~f' 1,<1~$ Pt;:.VICE) Ne>T 1V ~ ' 8. AILL MANUFACTURED SLOPES 3· OR LESS, 6:1 OR STEEPER AND ADJACENT TO PUBLIC SIDEWALKS JUTE MESH SHALL BE USED IF PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. DURING THE OR STREETS SHALL BE HYDROSEEDED WITH "WHITE ALYSSUM". ,._--~---------~ REMAINDER OF THE YEAR, THE COVER CROP AND/OR JUTE MESH MAY BE USEO. ADL 111.m • Planning =-- Associates 9. ALL ON-SITE MANUFACTURED SLOPES SHOWN RECEIVING "MYO PAA" SHALL ALSO RECEIVE "WHITE AIL YSSUM", HYDROSEEDED@ 6 LBS. PER ACRE, "AL YSSUM" MUST PROVIDE 90% COVERAGE WITHIN 30 DAYS, (PER THE CITY OF CARLSBAD LANDSCAPE MANUAL). ) . , 10. ALL ON-SITE MANUFACTURED SLOPES SHOWN RECEIVING I \/\A J'IA VOA "CEA YP' SHALL ALSO RECEIVE 'ESCHSCHOLZIA CALIFORNICA (CALIF. POPPY)", HYUROSEEDED@ 5 LBS. PER ACRE. 'CALIF. POPPY" MUST PROVIDE 90% COVERAGE WITHIN 90 DAYS, (PER THE CITY OF CARLSBAD LANDSCAPE MANUAL). .' 11. IF PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15, JUTE MESH SHALL ADDITIONALLY BE USED ON ALL SLOPES. TYPE OF JUTE MESH SHALL BE APPROVED BY THE CITY AND STAKED TO SLOPES AS RECOMMENDED BY THE MANUFACTURER. COVER CROP CAN BE ELIMINATED WHEN JUTE IS USED. Land Planning Landscape Architecture 5962 La Place Court, Suite 205 Carlsbad, CA. 92008 ·(619) 931-8637 FAX:(619) 931-2645 'Date 10/&/16, <::>/1+/4& Job No. "fW:2.-0 scale DATE INITIAL PLANT LEGEND :5lMP BOTANICAL NAME COMMCX'{NAME IBEES CEDDEO Cedrus Deodar Cedar CITVAL Citrus 'Valencia' Valencia Orange FRAUHD" Fraxlnus uhdel Evergreen Ash JACACU Jacaranda aartifo6a Jacaranda KOEBIP Koelreuteria blplnnata Chinese Flame Tree LAG'CAr Lagerstroemla lndlca 'Ca1awba' Crape Myrtle LAG 'Tl.IS' Lagerstroemla lndlea 'Tuscamra' Crape Myrtle POPNIG * Populus nigra 'Theve••hn" ' Lombardy Poplar PYRCAL Pyrus calleryana 'Bradford' Ornamental Pear QUEAGR Quercus agrifolia Coas1 LlVe Oak OUEAGR Ouercus agrifolia Coast Live Oak OUEILE Ouercus ilex Holly Oak SCH MOL Schinus Molle Calitomia Pepper TRI CON Tristanla conferta Brisbane Box . *Trees Which May Require Root/"BIO BARRIER" Sl:IBUBS BOUCRL Bougalnvlllea 'Crimson Lake' CEAJP Ceanothus 'Julia Phelps' DIEIRI Dletes lridoides DRYERY Dryoptens erylhrosora ESCFRA Escallonia fradesii GRENOE Grevlllea 'Noellii' HEMSPP Hemerocallis Species HETARB Heteromeles arbuttoria HEU SAN Heuchera sangulnea HIBR-S Hibiscus rosa-slnensis LAN MON Lantana montevldensis MAHAQU MahOnla aquitolium NEP EXA Nephrolepls exalta PEN SET Pennisetum selaceum PHOFRA Photinia traseri QUEDUM Quercus dumosa RHABAL Raphiolepis indica. 'Ballerina' AHA JAC Raphiolepis indica. 'Jack Evans' RHUINT Rhus imegrifolia SOL HET Sollya heterophylla VIBTIN Viburnum 1inus WOOFIM Woodwardia fimbliata XYLCON Xyslosma congestum POI.MUN. Polystichum munitum PRUILI Prunus ilicilolla COT HOR Cotoneaster horizontalls FREMEX Fremontodendron mexicanum JASMES Jasminum mesnyi MEL NES Melaleuca nesophila RIBSPE Ribas speciosum GROUND COYER l\1AHAY MYOPAR PEL PEL TRAJAS LJ,\WN . Iva hayesiana Myoporum parvitolium Pelargonium peltatum T rachelospe,rnum jasminoides Fragaria cliloensis Hedera helix "Hahns" Bougainvillea Ceanothus Fortnight LIiy Wood Fem Escallonla Grevmea Yellow Daylily Toyon Coral Bells Chines Hibiscus Lantana Oregon Grape sword Fem Fountain Grass Photinia Fraseri Scrub Oak Indian Hawlhom Indian Hawlhorn Lemonade Berry Australian Bluebell Creeper Laurustlnus Giant Chain Fem Shiny Xylosma Sword Fern Hollyleaf Cherry Rock Cotoneaster Southern Flannel Bush Primrose Jasmine Pink Melaleuca Flowenng Gooseberry Poverty Weed Pink Myoporum Ivy Geranium Star Jasmine Dwart Fescue Wild strawberry English Ivy FRACHI HEDHAH ANNUAL COLOR Exact variety to be choosen at time of installation ROS OF'F Rosmarinus ottieinalis "Huntington Carpet' Rosemary APPROVED FDR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE LOCATION RCE WE 24"Box 15 Box 15 Gal. 24' Box, 15 Gal. 15 Gal, 24" Box 15 Gal. 15Ga1. 15 Gal. 15 Gal. 60" Box 15 Gal. I 24" 80)( 15 Gal. 15 Gal. 5Gal. 1&5Gal. 1 Gal. 1 Gal.,5 ~- 1&5Ga1. 5Gal. 1&5Ga1. 1 & 5Gal. 5 Gal. 15Gal. 1 Gal. 5Gal. 1Gal.,'='~- 1 Gal, 1&5Gal. 1 Gal. 5Gal. 1 &5Gal. 1&5Gat 5Gal. 15 Gal. 5Gal. 1 &5Gal. 1.Gal . .-, '5-- '1 Gal. 1&5Gal. 1&5Gal. 1 Gal. 1 Gal. 1 &5Gal. Liners Flat!: Flats Flats Seed /'OTES Multi Standard Multi Standard :,o• o.c. 18" o.c. 12" O.C. 18" o.c. (Hydroseed@ 8 lbs./1000 s.t.See Specs.) Flats 12· o.c. Flats 4" Pots flats·, "AS BUILT" EXP. . 16" o.c. 10• o.c. J8"0.C. DATE OF PLANTING AREAS, REVIEWED BY: . INSPECTOR DATE ~ CITY OF CARLSBAD PLANNING DEPARTMENT . ~· 7 PLANTING LEGEND ",ND DETAILS FOR: ~ THE RANCH RAf':lCHO VERDE, UNIT 1 // ,, APPROVED: '"-1/J (/;JI C:-11-C,r,,, ANT~• N DI .ouR DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. Drawn By: A-&. , TI-. REVISION DESCRIPTION CHKD BY: CT 89-18-1 324-3L ::NGINEER OF WORK OTHER APPROVAL CITY APPROVAL FIELD BY: ' .W.D. 93-306 / ,/ I I ' } ; i / I / / / / Hl:M SPP/ 5 gal 3' O.C. ·(Pla09_wi!li'ln center4'). ," I / / / / / I / ,/;' ' (( .,< / // ,, , r I I if I / II I I // I -• I . f ! ! / /1 j I : i : I I I I Fl i • i i I // LAiwN u-H-,f-· ~-r--ii--"'1 ~~~ '• I fr, I ; ,' ' ' _.-' ,. ~ ANNUAL COLOR . ~ +~~--.---ir-:-trJ::;;,,--;o:--::.c:--_ -~-7..,____,r--"-i-,1;:---~---~-r--,~ \ . QUE AGR 15g ~ ·O.· •.· ... · ----;1-;:-::-:.-+--....:J::..A:..:Cc..:.A.:..:C:,,:;U;;.,_,.~~, 15gal 0 .,,. ( I NOTES;/ 1. 2, 3. 4. 5, -6. @;IZ!iV'lJ',·"·· - - ' ,-~· ,,, & .. ,. . ' 8 ('") en (J) l, c:SIGHT LINE \ \ ........ __ CONTRACFO~~Ffkf ~DHEcl~ 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 # I J,.. SEE PLANTING NOTES FOR COVER CROP REQUIREMENTS. WHERE l & 5 GALLON SHRUBS OF THE SAME VARIETY' ARE CALLED OUT, DISTRIBUTE RANDOMLY THROUGHOUT EACH SHRUB MASS. SEE PLANTING NOTE# 16. SHEET# 1 ;/. FOR SIGHT LINE CRITERIA AT CORNERS AND INTERSECTIONS, ' ALL LANDSCAPING IN THE MEDIAN AND THE EXTENDED 'EASEMENT SHALL BE MAINTAINED BY Tl-IE PROJECT H.0.A. ./ 2. 24 box SEE SHEET 12. FOR PLANTING LEGEND SEE SHEET 11.. FOR PLANTING DETAILS SEE SHEET 12. FOR PLANTING NOTES SEE SHEETZ.l·l-2-FOR PLANTING SPECS, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. 0 al 80 2.1_ __ (228.8) 22 / / / 19 .: 1C 229.o) 20' PUBLIC s:re,:iM DRAl!>l,E~~fEMENT SHRUBS ❖ ~\J Ill ', @ €> © 0 0 0 0 BOU CRL CEA JP CEA JP COT HOR COT HOR DIE IRI ESC FRA ESC FRA FRE MEX FRE MEX HEM SPP HEM SPP HET ARB HET ARB 0 JASMES (0 LAN MON [,·:;(:?,J PEN SET 0 PHOFRA PHOFRA 0 0 QUEDUM RHAJAC RHAJAC RHUINT RHU INT XYLCON SIZE QUANTITY NOTES l GAL 38 SGAL. 73 1 GAL. 112 170 15 23 50 55 84 12 33 127 52 80 58 63: 3061 32\ 49 27 73 111 87 3' o.C. ( Locate within center 4' o 3'0.C. SGAL. 1 GAL. 5GAL. l GAL. l GAL. 5GAL. l GAL SGAL. l GAL. 5GAL. 1 GAL.. SGAL. l GAL. 1 GAL. 1 GAL. l GAL. 5GAL. 1 GAL lGAL. 5GAL 1 GAL. SGAL. 1 GAL. 132 ·, '··< . l 103 ::::::~ _ \ 24" box (, 7 1"5gal liners TRI CON TRAJAS lb' O.C. -------- MATCHLINE-SEE SHEET' /'5 AS BUILT R.C.E. ___ _ EXP. ___ _ . XYLCON 5 GAL. 155 . ~~-=~ ., @ MEL~$ .,,_ l GAL. · ; 84 ....__,: . ---:::::::---~ -::--· --;=-l, ·· REVIEWED BY: DATE . \~ @ RIB SPE ~ ~7 .. l_Q,L ',-...:_ ,,___ (:f:_~-~-1-\--...... ._...,-,1-r.-. -rr•-i-- ~~~ning --~111.., RIBSPE A~. 156 ~I ~N;;;ro~F CARLSBAD II ~:;rsl ASSOCiateS 11am 1---+---+-----------...,.....--t---+--+--+---, ~ PLANNING DEPARTMENT 27 Land Plannlngl---+--+------------------+---+---+-----1-----1 La ndsc ape Arc hltectu re l---+--+----------------.,..--+---+---+-----1-----1 5962 .La Place Court. Suite 205 l---+--+------------------+---+---+-----1-----1 C a r I ·s b a d • C A . 9 2 DO 8 l---+--+------------------'--t---t---t---t------1 PLANTING PLAN FOR: THE RANCH (619) 931-8637 FAX:(619) 931-2645 1---+---+--------------+----1r--+---t----, l:::aA:P:P:RO:VE::D::::::::::~::::::::::~,;=~=17=_=9.=if:,==, Date I 0.1' -/" e--J CV • I ASSISTANT PLANN Drawn By; A_-&- DAT[ INITIAL £NGINEER CF WlllK REVISION DESCRIPTION DA TE INlllAL DA 1E INlllAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY-: ---i RVV.O BY: PRO.£CT NO. CT 89-18-1 I DRAWING NO. 324-3L C.M.W.D. 93-308 \ \ \ \ \ I \\ I ' flats' \ \ \ ' \ \, ,, ----....._ . -.......... ... _ I yd seed 1e:.o.c. l.,.J . I 0 ----:2114,:-::.-:-b-ox--t-,,-. .,., __ F_RA__,.U_H,...D_--·-·····---.< I ,(MIN 1c,' FROM PAVING ! I "'/ f<OoT~~f'.) '.!,;~ill--J_ .. <:;,t:,_i,. Pi"TAIL. '"•----.... ' ---T I I ' \ 3 ® SEE SHEET 1Z. FOR PLANTING LEGEND SEE SHEET 12.. FOR PLANTING DETAILS SEE SHEET 12-FOR PLANTING NOTES · SEE SHEETt.1·21FOR PLANTING SPECS. \ ' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLAN:rlNG AREAS. 4 ', \ 0 '10 NOTES:! '--. 11. CONTRACTOR SHALL ADHERE TO SLOPE REVEGETATION / ), EROSION CONTROL POLICIES AND REQUIREMENTS AS ''\ DETAILED PER CITY OF CARLSBAD LANDSCAPE MANUAL, , SECTION IVE. ' 2. .\ FOR EXACT STREET TREE LOCATION, SEE PLANTING NOTE·# 6, "SHEET# 12 SEE PLANTING NOTES FOR COVER CROP REQUIREMENTS. ,. WH,~RE 1 & 5 GALLON SHRIJBS OF THE SAME VARIETY ARE CAillD OUT. DISTRIBUTE RANDOMLY THROUGHOUT EACH SHRUB MASS. ' ,, ~ 'I, SEE PLAl'1j1NG NOTE# 16, ~EET # IZ-FOR slt::HrLINE CRITERIA ,\T CORNERS ANDl~ERSECTIONS: .. \ \ \ \ \ '\ ' ....• \ \ 8 PYRCAL t5gal '\ ~~---',:--'--',--+-;;;t-:-~\l,---.'-----'eb~--:--....,,~ \ ,. \' ' \ '\ ' \\ '\ . , \ v· ' ' \'-. ·,, \ ,,, ', i ' 'i -•-•••~•=m '\'·'··.··~.··· '' . / . 6 / ( ,··1 \ -' ' , ···-~--'·· . ··1, ,_ ,. ALL LANDSCAPING IN THE MEDIAN AND THE. EXTENDED EASEMENT SHALL BE MAINTAINED BY THE PROJECT H.0.A. 'ti~) ·~-i_;. .. ~--·, ," ·., c er'' 280 --• , SHRUBS ◊ PRUILI © BOUCRL © CEA JP CEA JP © COT HOR ·COT HOR 0 0 DIE IRI ESC FRA ESCFRA 0 FREMEX FRE MEX HEMSPP / HEMSPP 0 HETARB HET ARB ····· ® © © HIB R-S JASMES LAN MON (!}JfJl:;-M+ PENSET .• PHO FRA QUEDUM RHA BAL RHAJAC RHAJAC RHUINT RHUINT XYLCON 7 -~ SIZE l GAL. SGAL. l GAL SGAL. l GAL SGAL. l GAL. l GAL 5GAL. 1 GAL 5 GAL l GAL SGAL 1 GAL 5 GAL. 15 GAL. 1 GAL 1 GAL 1 GAL l GAL SGAL 1 GAL SGAL l GAL SGAL. l GAL. SGAL. l GAL. 5GAL. 1G~ 5GAL REV1Ev.£D BY: INSPECTOR QUANTITY NOTES 12 59 '18 72 · 32 48 63 58 100 s 8 20 31 30 36 124 316 3'0.C. 66 99 14 72 78 117 55 83 79 53 44 67 AS BUILT EXP. DATE DATE ADL' Planning Associates l----+-+----------+-------,t--+---t------1 ~ CITY OF CARIBBAD ~ :::L!.i.J===~=::::::P::::LA::::::N:::N:::IN::G::::D::::E::::P:::::A::::R:::T::::M:::E::::::NT::::::::==:'...:~==:=:::::; PLANTING PLANS FQR: 80 Land Planning Landscape Architecture 5962 La Place Court, Suite 205 C a r Is b a d , . CA . 9 2 0 0 8 1----1----1--------------------+-----i-----i---t----1 THE RANCH RANCHO VERDE, UNIT 1 (619) 931-8637 FAX:(619) 93 l ·2645 ~A::;;PP::::::::RO:;::VE::::::::D:=:::::::;~~~======s:::~:;:(7;::'..P/,=t,:::::::::: Date 10/u/16 Job No. 4eota "'5-SISTANT PLAN Drawn By: A-b. DA TE INITIAL WER CFIOI< REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL 0lHER APPROVAL CITY APPROVAL OWN BY: CHKD BY.-: --- RV'M> BY: PROJECT NO, CT 89'.'18-1 I ORA'M,NG NO. 324-3L C.M.W.D. 93-308 ,,,--........, // ,/ / / /' -~-·-.. \ \ \ \ \ ( ( '> // / / / -· ""~""'' {::, C I) L:? /: ./ -·jp ,. .,. .... / ~'.":-~ -_24:, 24"b f;lbTES: l. 2. 3, 4. 5. ) \' "' , I , KOEBI, ~ " "" <!!!-~-,, - CONTRACTOR SHALL ADHERE TO SLOPE REVEGETATTON / EROSION CONTROL POLICIES AND REQUIREMENTS AS DETAILED PER CITY OF CARLSBAD LANDSCAPE MANUALl, SECTION IV.E. FOR EXACT STREET TREE LOCATION, SEE PLANTING NOTE# 6 SHEET# 12 SEE PLANTING NOTils FOR COVER CROP REQUIREMENTS. ' WHERE 1 & 5 GALLipN SHRUBS OF THE SAME VARIETY ARE CALLED OUT. DISTRIBUTE RANDOMLY THROUGHOUT EACH SHRUB MASS. ; . SEE PLANTING NOTE# 16, SHEET# 12-FOR SIGHT LINE CRITERIA AT CORNERS AND INTERSECTIONS, ' 18 ~ ------. F 25 -Gfil) -... ~ ... ~ .. -... --------" '·•·-"·• .. ,-...~,. , .. , .. 16 c 245.4) <!'. 0 z 0 a UJ cc 0 t: (/) flats -~~~~~~~ ,, .. _ ......... ,.~---•"'"~---"'-.... . SEE SHEET 11--FOR PLANTING LEGEND SEE SHEET 12-FOR PLANTING OE7;AILS SEE SHEET 12-FOR PLANTING NOTES SEE SHEETZ/•22-FOR PLANTING SPECS. . APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS, 0 ....... -- 5 ·'PYRCAL -15gal 14 ~ 0 1 I I LAG TUS . l\ -\ ,,,.,, ~•.:,;~:-.;::f.'· SHRU&S @ BOUCRL © CEA JP CEAJP 0 DIE IRI 0 ESC FRA ESC FRA I l~~}lfi HEMSPP 0 @ 0 ~ ~ HEM$PP HET ARB HET ARB HIB R-5 LAN MON PEN SET 0 Pl'iOFRA Pl'IO FRA QUEDUM RHA BAL RHAJAC RHAJAC @ RHUINT RHUINT 0 XYlCON XYlCON @ RfBSPE RIBSPE ◊ PRUIU SGAL. l GAL. 5GAL. l GAL l GAL. 5GAL . l GAL. 5GAL. 1 GAL. 5GAL. 15GAL 1 GAL l GAL. 1 GAL. SGAL l GAL SGAL. 1 GAL. SGAL. l GAL. SGAL. l GAL. 5GAL. l.GAL. 5GAL. l GAL. QUANTITY NOTES 14 108 108 , 18 27 27 28 '29 17 64 149 3' o.c. 22 22 21 14 36 53 8.i 83 27 27 54 54 15 PEL PEL CORTE ESPERANZA 12·0.c. -~""' ,. .. ,.--" AOL Planning -- Associates L a "n d P I a n n i n g Landscape Architecture 5962 La Place Court, Suite 205 Carlsbad, CA. 92008 (619) 931-8637 FAX:(679) 931-2645 Date to/lPff'::> Job No. Scale Drawn By: 244.4 I \ /jj w :i:: (I) ul w en AS BUILT ----EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD f"SHECTS7 t----+--+-----------------+---+-----1t----+---1 ~ PLANNING DEPARTMENT l__gZ_j :::::=====.=:::::::::::::::::::::::::::::::::::::::::::::::==:::::::::::::::::::'=::::::::::::=..:::::::~ PLANTING PLAN FOR: i,THE RANCH RANCHO VERDE, UNIT 1 t------t---+------------------+---+--+---t----1 OWN BY: __ _ DATE INITIAL DATE INl11AL DATE INITIAL CHKD BY: __ _ ENGINEER Cf;" ~ REVISION DESCRIPTION OTHER APPROVAL an APPROVAL RVWO BY: PROJECT NO. CI 89-18-1 DRAWING NO. 324-3L. C.M.W.D. 93-308 / . / -~--~--.. ~-- ' ' \ I 'I I I I I ii ; I ,--~ I ! ' I I I • ! • .,r ·coRTE ESPERAN"t:A-~----- I I I I ,----~ ·-~-----~ -~ _ _....---- ----------,/ --.;_ __ ~/ / ,, ,/' J ' ,, l I 15 gal 4 24" box CITVAL J l ,, __ TRrC N i \ \I I \ ' I I LAG CAT "I LAGTUS 15 gal \ 33 /~ \ ', 1 l1J m ' /rn r,, ......... ,., ___ ._ '•~- \_ -230 \ ., .,-~ :"'~ '"' ,,, I ! IJ!l . z \~2. '1_\ ! 'j-,, 3 --. ' ---NOlfS:•· - - 1, CONTRACTOR Sl-lAU:·AOREm:TO SL!l'JE REVEGEl'ATION / EROSIOt,I.GeNfROL POLICIES AND R Q!UIRE_ ~EMS AS ~---DH'AIG:D PER Cl'1Y OF CARLSBAD LA _ [j>SCAPE MANUAi,.--" 3. 4, 5. SECTION IV.E. _,,.,,.. .. ,....,...........,.....____ FOR EXACT'STREET mEE LOCAtioI1,·'SfE' PLANTlNG r-:!OTE 11 6 SHEET 111 Z- SEE PLANTING NOTES FOR COVER CROP REQUIREMENTS. WHERE l & 5 GALLON SHRUBS OF THE SAME VARIE'1Y ARE CALLED OUT. DISTRIBUTE RANDOMLY THROUGHOUT EACH SHRUB MASS, SEE PLANTING NOTE# 16, SHEET# 1;'.. FOR SIGHT LINE CRITERIA AT CORNERS AND INTERSECTIONS. ' \ \ --~ =---1--- ~ ------- 0 ---•'" ·---c--·-··-··-·-"·--.. -:'--, -.... ,. ..... --_4 • ~~~OL ___ ....... __ J5.gal---. '.. , -. ' -___ , ,,,,.c ' . '' '"·•-•., .. ,,,, .. ' , .. -. 7 15,gal ,QUEAGR SEE SHEET 11-FOR PLANTING LEGEND SEE SHEET 12-FOR PLANTING DETAILS SEE SHEET 1:1-FOR PLANTING NOTES SEE SHEET:i!f-iiFOR PLANTING SPECS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. .. ,,, ... ,:;~~~" 0 11 15gal ' .... ··f I I I I I I I I 20 36 c 270.s) 35 ~ ,,, ... ,...., ... ... .-_,,,;· . -.... ' , .. ,~ ... ~-, . .... -,,__ . ,:;,," . -- , , -34•----c 268.0) ' CORTE ROSADO PYRCAL 38 -- ' \ \ 1 I l I ' \ \ I \ I \ -I f J t ; I ---\ I ' ' ,o I ' @ © 0 0 0 0 © CED 0 e ® 0 0 0 © ' I SHRUBS BOUCRL CEA JP CEAJP DIE IRI ESC FRA ESC FRA HEMSPP HEM SPP HET ARB HET ARB HIB R-S LAN MON PEN SET PHOFRA PHOFRA QUEDUM RHABAL RHAJAC RHAJAC RHU INT RHUINT XVLCON XVLCON RIB SPE RIB SPE PRU ILi SIZE QUANTITY 5GAL. 61- 1 GAL. 50 5 GAL. 75 l GAL. 172 l GAL. 85 5GAL 85 l GAL 5GAL l GAL 5GAL, 15GAL l GAL. l GAL • lGAL " 5GAL l GAL 5GAL l GAL 5GAL. l GAL SGAL. l GAL 5GAL l GAL 5GAL ,.1\GAL 150 10 10 13 278 ' 366 (jJ 91 . 13 49 118 177 42 63 729 729 35 35 15 NOTES 3' o.c. 3' o.c. KEY MAP p,.S~\\..\..o c"°--'"-- 40 + ' \ ~ ' I ' ' \ AS BUil T ____ EXP. ___ _ REVIEWED BY: INSPECTOR fsttm76 CITY OF CARLSBAD 1-----1---+-----------------+---+----11----+-----1 L1§_J PLANNING DEPARTMENT t----t----+-----------------+---+---+---+----1 L a n d P I a n n I n g >----+----+-----------------+---+----+----+-.---1 PLANTING PLAN FOR: Landscape Architecture· TH' E RAN. CH 5962 Lo Place court, Suite 205 · -- co r Is bod , CA. 9 2 0 0 8 RANCHO VERDE, UNIT 1 DATE DATE ~ ~ (619) 931-8637 FAX:(619) 9'31-2645 l----t----+-----------------+---+---1---+----1 ~=~~==~~~iii============: APPROVED: Dote 10/&/"15 ----===+:-?>:"z":~=-----S ·f].9h Job No. 4'501-0 , p,SSISTANTP Scale 11 ",fo' Drown ev: A. &-- DA TE INITIAL ENGINEER Cf' 'MR< REVISION DESCRIPTION OWN BY: __ _ DA TE INITIAL DA TE INITIAL a-tKO BY: __ _ OTHER APPROVAL OTY APPROVAL RVWO BY: PROJECT NO. CT 89-18-1 I DRAWING NO. 324-3L --~--------------------------------------------------------------------------------------------C~ __ M._W.D. 93-308 2.4:::, Sgal 55 M 5gal V ------------/ --------- \:---._ ---------- \ \ D 10-5gal io-1 gal ZD 15 gal I I I I GRENOE MAHAQU DRYERY VIBTIN I I I I I I I I / /2 I . , ' . . . . 60"bo \ \ I £~£·;;..,- \ '"E.sE --IJII\. ,-ct-\'-• • • \ \ I \ \ I I \ \ I I \ \ I I \ \ I I ~ \ \ ; I I i \ \ \\ I I ~ \ \ ~ I I t \ \ 1 I I \ \ \ I I ~ \ \ I I \ \ I I \ \ I I \ \ I \ \ - ------------ I • I I . . . ---- •, --.......:__ . . . . . -------- ------ ------------ ----- PACING) \ NOTES: 1. 2. 3. CONTRACTOR SHALL ADHERE TO SLOPE REVEGETATION / EROSION CONTROL POLICIES AND REQUIREMENTS AS DETAILED PER CITY OF CARLSBAD LANDSCAPE MANUAL, · SECTION l\i'. E. FOR:EXACT STREET ffiEE LOCATION, SEE PLANTING NOTE# 6 SHE#~ . SEE PLANTING NOTES FOR COVER CROP REQUIREMENTS. ~ 4. WHcRE l & 5 GALLON SHRUBS OF TI-IE SAME VARIETY ARE CALLED OUT. DISffilBLITE RANDOMLY THROUGHOUT EACH ~ SHRUB MASS. 5,"-. FOR WALL, PLANTER AND WATER FEATURE CONSTRUCTION, 's SEESHEET# :1-~ 6. 7. a. F~RFACE DRAlfl:/AGE. SEE SHBET # 2.. 3 SEE PLA~.~ G_ NOTE# 16. SHEET# ·1$-. FOR SIGHT LINE CRITERIA "'"\_ORNER$ AND INTERSECTIONS. ALL LANDSCAPl~l~,THE MEDIAN AND THE EmNDED EASEMENT SHALL ~AINTAINED BY THE PROJECT H.O.A. WN ,: A----"""t"'"-.:::-::=-:-::-:-:;-i--:S::::-:-::.:.:.....- \ 11aiz "" FRACHI l:Z-11 C '-"· I . . . . ~ I&, -5gal 1 gal I (p - POL MUN ?('-------........,,-------:--;--+-"""<'--__:.-'-'---© "" "" "-"' """---SEWERPUMP ....-\ STATION "~ ':-"' ,, '- "" \ .J--~,i ---~;:i:::::::+=t=~ ... ... curae -L::=======------------..S~-_:~~-~~------------------------~ MATCHLINE • SEE S1-!EET 1!:> I ....i.,... 2.B DIE IRI -•~-••--•• \ _______ 1 I • ---•-----------------7----~---+l..-. ---•--.... ----J-....,,..-;=;:-.=..,ii;-=;::,r----. L----• • --•• --•• --•• _,.... • "'"'!i:'..._----=1:..:g=-a~I ---1----=-o=.;.;c.. __ 0 ,; -JACACU 24"t'>OX HEOHAH flats SEE SHEET ll-FOR PLANTING LEGEND SEE SHEET 12. FOR PLANTING DETAILS SEE SHEET 12. FOR PLANTING NOTES SEE SHEETt1-2iFOR PLANTING SPECS. ---------------------------------------~----PUMPSTATION f AS BUil T ACCESS DRIVEWAY ,·····--;1\ ./ ' . . -""--·~:~;.f; ' '· LC ,.~ ·7 / "< ", •. (cc"® . \ ·-,, .• <\;,:':;~~~~······ ... •··ir· . \\ KEY MAP ADL ffl Planning ---'--!!!II& Associates l:llrn Land Planning Landscape Architecture 5962 La Place Court. Suite 205 Carlsbad, CA. 92008 (619) 931-8637 FAX:(619) 931-2645 Dote I o/u/1'5 Job No. .q,so,i.o DrownBv: R 0 5' 10 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. CALLE ACERVO EXP. ___ _ DATE REVIEWED BY: INSPECtOR DATE ~ CITY OF CARISBAD ~ 1------l----1---------------+--+----t---t---t LlZ_J PLANNING DEPARTMENT ~ :::===-====:::::::::::::::::::::========::::::::..:===; DA TE INITIAL EN~EER Cf' ~ REVISION DESCRIPTION DA TE INlllAL DA TE INITIAL O'THER APPROVAL CITY APPROVAL PLANTING PLANS FOR: THE RANCH RANCHO VERDE, UNIT 1 OWN BY: ___ 1 PROJECT NO. DRAWING NO. CHKD BY: --CT 89-18-1 324-3L RVV.O BY: L_:'.:...:_.:_::........:...:_..:.._--'--1 L.::.::....:....::.=....J I C.M.W.D. 93-308 ' SECTION 00010 -GENERAL CONDITIONS PART 1 -GENERAL 1.1. 1.1.1. 1.1.2. 12. 1.2.1. 1.2.1.1. 1.2.2. 1.2.2.1. 1.2.3. 1.2.3 1 1.2.4. 1.2.4.1. 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 WORDS "(OTHER THAN THE WORK ITSELF)'". GENERAL PROVISIONS/DIVISION 1 GENERAL REQUIREMENTS ' SCOPE OF CONTRACT THE FOLLOWING TERMS, CONDITIONS, AND INSTRUCTIONS, AS WELL AS THE LANDSCAPE ARCHIT_ECT'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 DRAWINGS 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 RESTRICTIONS. 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 ANO/OR ENGINEER. ~ 1.2.5. CHANGES 1.2.5.1. 1.2.6. 1.2.6.1. 1.2.7. 1.2.7.1. ' NO CHANGE FROM THE GENERAL CONTRACT SHALL BE MADE WITHOUT AUTHORIZATION FROM THE LANDSCAPE ARCHITECT ANO 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 PROPER PRECAUTION 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 R_EPLACED AT THE CONTRACTOR'S EXPENSE. CONTRACTORS ON THE JOB SHALL CARRY THE FOLLOWING INSURANCE: (A) WORKER'S COMPENSATION, (BJ 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 BODILY INJURY PROPERTY DAMAGE $250,000 PER INDIVIDUAL PER OCCURRENCE $100,000 PER OCCURRENCE AGGREGATE 1.2.7.2. THE CONTRACTOR SHALL CAUSE TO BE NAMED AS ADDITIONAL INSURED IN SUCH CONTRACTOR'S PUBLIC LIABILITY, CONTRACTOR'S PROTECTIVE LIABILITY AND AUTOMOBILE LIABILITY INSURANCE POLICIES THE FOLLOWING: ADL PLANNING ASSOCIATES 5962 LA PLACE COURT SUITE205 CARLSBAD, CA 92008 1.2.7,3. CONTRACTOR SHALL NOT CAUSE THIS POLICY TO BE CANCELLED OR PERMIT IT TO LAPSE, AND THE INSURANCE POLICY SHALL INCLUDE A CLAUSE TO THE EFFECT THAT THE POLICY SHALL NOT, AT ANY TIME DURING THE CONSTRUCTION PERIOD, BE CANCELLED OR REDUCED, RESTRICTED OR LIMITED UNTIL FIFTEEN (15) DAYS AFTER ALL ADDITIONAL INSUREDS HAVE RECEIVED WRITTEN NOTICE AS EVIDENCED BY RETURNED RECEIPTS OF REGISTERED OR CERTIFIED LETTERS. 1.2. 7.4. THE CONTRACTOR AGREES TO HOLD THE OWNER AND LANDSCAPE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING OUT OF HIS · OPERATIONS OR THE OPERATIONS OF ANY OF HIS SUBCONTRACTOR$, MATERIAL SUPPLIERS, OR AGENTS. 1.2.8. SUBCONTRACTORS 1.2.8.1. THE CONTRACTOR SHALL INFORM THE OWNER PRIOR TO START 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 SUBCONTRACTORS. NOTHING CONTAINED IN THE GENERAL CONTRACT SHALL CREATE ANY CONTRACTURAL RELATION BETWEEN THE OWNER AND ANY SUBCONTRACTOR. 1.2.9. FINAL SITE REVIEW ' • 1.2.9.1. 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, AND 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. 1.2.10. RESPONSIBILITY FOR WORKMANSHIP 1.2.10.1. 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 THEREON WHAT ACTION WAS TAKEN. ALL QUESTIONS ARISING UNDER THIS ARTICLE SHALL BE DECIDED BY THE OWNER. 1.2.11. COMPLIANCE WITH BUILDING CODES 1.2.11.1. WHENEVER THE TERM "BUILDING CODE" OR "CODE" IS USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE TERM MEANS THE FOLLOWING: 1.2.11.1.1. UNIFORM BUILDING CODE -LATEST EDITION. 1.2.11.1.2. UNIFORM PLUMBING CODE; WESTERN PLUMBING OFFICIALS ASSOCIATION-LATEST EDITION 12.11.1.3. LANDSCAPE MANUAL, POLICIES AND REQUIREMENTS; CITY OF CARLSBAD-LATEST EDITION 1.2.11.1.4. ALL APPLICABLE STATE AND LOCAL CODES AND REGULATIONS. 1.2.11.1.5 CARLSBAD MUNICIPAL WATER DISTRICT RECLAIMED WATER STANDARDS. PART 2: SPECIAL CONDITIONS 2.1. SAMPLES 2.1.1. CONTRACTOR SHALL SUBMIT MATERIAL SAMPLES TO THE LANDSCAPE ARCHITECT UPON REQUEST OR AS CALLED FOR !N n E CONTRACT DOCUMENTS. 2.2. PRIME RESPONSIBILITY 2.2.1. THE PRIME LANDSCAPE CONTRACTOR SHALL ACCEPT COMPLET'i: RESPONSIBILITY FOR ALL SUBCONTRACTORS AND PERFORM sue>: WORK AS COORDINATION AND SUPERVISION AS MAY BE REQUIREU 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 SITE 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 NECESSARY 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. 2.4.8. 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 PERMITS 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 OPERATION AND MATERIAL PRIOR TO, UPON, AND AFTER INCORPORATION INTO THE WORK. 2.5. CLEAN UP PART 2 -PRODUCTS 2.4. 2.4.1. BACKFLOW PREVENTER$; 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, TOOLS, EQUIPMENT, AND RUBBISH SHALL BE REMOVED FROM THE SITE ON COMPLETION AND BEFORE FINAL ACCEPTANCE OF THE WORK. DEBRIS AND RUBBISH SHALL BE DISPOSED OF OFF-SITE AT 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, MACHIN':RY, 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 IS TO INDICATE AND SPECIFY A COMPLETE SPRINKLER SYSTEM, INSTALLED 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 IRRIGATION WORK. CONTRACTOR SHALL POSSESS ALL LICENSES AND PERMITS REQUIRED TO PERFORM THE WORK OF THIS CONTRACT INCLUDING A C-27 LANDSCAPING LICENSE. 1-4. SUBMITTALS: 1.4.1. THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT, MATERIALS OR PROCESSES SPECIFIED BY NAME IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY 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 MATER IP 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, ALTERNATE OR SUBSTITUTE, INDICATES ONLY THAT THE PRODUCT($) APPARENTLY MEET THE REQUI_REMENTS OF THE_DR,!',WINGS AND SP,ECIFICA_TIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. 1.4.5. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. 1.4.6. BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND THE RESULTS MUST BE GIVEN TO THE OWNER AND WATER DISTRICT. 1.4.7. LOCATE ALL IRRIGATION 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 2.1. 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. MATERIALS: PRESSURE PIPE: COMPLY WITH FOLLOWING: PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL TWO (2) INCH AND LARGER SHALL 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 PVC 1220, SCHEDULE 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 DOWNSTREAM OF REMOTE CONTROL VALVES, TYPE 1, GRADE 2 (IMPACT MODIFIED), AS DESIGNATED AS PVC 1220, CLASS 200, (SDR21), CONFORMING TO COMMERCIAL STANDARDS CS256-63. ALL 112" PIPE SHALL BE SCHEDULE 40 PVC. IDENTIFICATION: FURNISH PLASTIC PIPE 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, BURIED A MINIMUM OF 36" DEEP, SLEEVES UNDER PAVED AREAS OTHER THAN ROADS SHALL BE SCHEDULE 40 PVC, BURIED A MINIMUM 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 FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM 02464 AND D2466. BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. FOR COPPER TUBING, 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 ANO 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 SPECIFl1ED 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.S.I.). 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 SH'ALL 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. 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 PREVENTERS SHALL BE BRASS, BRONZE, OR EPOXY COATED CAST IRON BODIES WITH ALL BRONZE OR STAINLESS STEEL TRIM AND ALL MOVING PARTS OF 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 WW-P-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 PREVENTERS SHALL BE BRASS WITH NON-CORROSIVE PARTS AND SHALL COMPL_ETELY AND POSITIVELY PREVENT BACK-SIPHONING OF WATER. ANTI- SIPHON VALVES SHALL BE CONVERTIBLE TO AUTOMATIC CONTROL. BACKFLOW PREVENTERS 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 SPRINKLER HEADS OF THE SAME TYPE AND SIZE SHALL BE OFJ-HE SAME MANUFACTURER. HEADS SHALL BE EQUIPPED WI I H ALL OPTIONS AND EQUIPMENT PER THE IRRIGATION LEGEND VALVE BOXES: FOR REMOTE CONTROL VALVES: 10" X 19" NOM. PLASTIC VALVE BOX. FOR BALL VALVE: 1 O" 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 COMPLE~E 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. UNIT SHALL HAVE A SECONDARY OUTPUT OF 24/28 VOLT, 60 CYCLE. ANY STATION MAY BE REPEATED 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 GALLED FOR ON THE DRAWINGS (SIZE AS REQUIRED). AUTOMATIC CONTROL WIRE: 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 BL.ACK 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 THE LANDSCAPE ARCHITECT. . COVER THE COMPLETE IRRIGATION SYSTEM, INCLUDING SETTLING OF THE BACKFILL IN TRENCHES AND REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMAGED THEREBY OR THEREFROM. 2.3.5. BALL VALVES SHALL BE AS SPECIFIED IN THE PLANS. · 1.5.2. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. "AS BUILr A1(Sj,:.!, fl r;; /' I; ~ ~ I.Alts. .... " ~ .. ~ .,._ APPROVED FDR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE REVIEWED BY: INSPECTOR DATE DATE ADL ilrm Planning -~•!•.,,, Associates !ii!l,,,,iMII- CITY OF CARLSBAD ~ 1----+---+-----------------l---l-----------+---+----1 8 PLAl'-INING DEPARTMENT 7 ~~~ GENERAL AND IRRIGATION SPECIFICATIONS FDA: L a n a P I a· n n I n g Landscape Architecture 5962 Lo Ploce Court, Suite 205 THE RANCH c a r Is b ad , c A , 9 2 o as RANCHO VERDE, UNIT 1 ~============::;:;;i:::;;;;;:::;;;::====================:::'. (619)931-8637 FAX:(619)931-2645 i------+-------+-----------------!------1,--4----l------11 APPROVED· :KtJJ) 5""-r_7-1E..-1b I Dote 1 0 I /J, / 1 5 ~ASS=='S:=T:'AN::::T::::'P::~::N:::Nl':ii~::=,~;&J=R=====:::;-;;:.=.;:.;:-=:~· .. ~~-=-=:::::.~-,- _Jo_b_N_o_, _"1_'5_oi_o_______ DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. 30010 :NGJNEER OF WORK REVISION DESCRIPTION ~ :~ CT 89-18-1 324-3L Drawn By: Pi-Ii>', OTHER APPROVAL CITY APPROVAL C.M.W.D. 93-308 .... ,., ..... 2. 11. DRIP IRRIGATION EMITTERS 2.11.1. THE EMITTER SHALL HAVE A 1/2 INCH FEMALE NATIONAL PIPE THREAD (FNPT) INLET FOR CONNECTING TO THE PIPING SYSTEM. 2.11.2. THE EMITTER SHALL BEA PRESSURE COMPENSATING TYPE CAPABLE OF HAVING A DISCHARGE RATE FROM .5 TO 6 GALLONS PER HOUR, WITH ONLY ONE OUTLET OPEN INITIALLY AND THE . PROVISION FOR ADDING ADDITIONAL OUTLETS 2.11.3. THE EMITTER SHALL OPERATE WITHIN A PRESSURE RANGE OF 5 • 60 P.S.I. 2.11.4. THE EMITTER BODY SHALL BE CONSTRUCTED OF DURABLE HEAT- RESISTANT ACETAL PLASTIC {UV RESISTANT). THE FLOW REGULATING DIAPHRAGM SHALL BE OF SILICONE RUBBER. 2.11.5. THE EMITTER SHALL BE CAPABLE OF OPERATING WITH 140 MESH FILTRATION. 2.11.6. PRODUCTS: THE EMITTER SHALL BE MANUFACTURED BY OLSON OR APPROVED EQUIVALENT. 2.12. CHECK VALVES 2.12.1. CHECK VALVES AND/OR ANTI-DRAIN VALVES SHALL BE REQUIRED TO PREVENT LOW HEAD DRAINAGE OF IRRIGATION WATER FROM SPRINKLER SYSTEM DUE TO CHANGES IN ELEVATION. PART 3 • EXECUTION 3.1. SYSTEM DESIGN: 3.11.1. 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 ANQ MARK ALL EXISTING UTILITIES SUCH AS POWER, TELEPHONE, DOMESTIC WATER, WATER, AND TILE DRAINS. EXTREME CARE-SHALCBE-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 T() 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 LAYOl::T SHALL BE APPROVED BEFORE INSTALLATION. 31.8. 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 SHQULD 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. 3.21.1. 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 3.21.3 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 LINE .................. 18" MIN. POLYVINYL CHLORIDE NON-PRESSURE LINE, •.•... 12'' MIN. POLYVINYL CHLORIDE ROAD SLEEVE ...................... 3&" MIN. POLYVINYL CHLORIDE SLEEVE ····••-·························· 1. 8" MIN. DISTRIBUTION DRIP TUBING ............................................ 4" MIN, SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE (1) INCH DIAMETER, DEBRIS, AND 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. 3.2.2.10. 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. 3.2.4.6.3. 3.2.4.6.4, 3.2.4.7. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS. PRCVIDE 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 $HALL BE STORED UNDER COVER UNTIL USED AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NQTl}!;.SJJSJECTED TO Uf'lDUE B.ENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNLESS SUCH DENT OR DAMAGED SECTION IS CUT OUT AND PIPE REJOINED WITH A COUPLING. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-EDGED OBJECTS. PIPE ENDS AND FITTINGS SHALL BE WIPED WITH "MEK" PRIMER, OR APPROVED EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELLED TO REMOVE SURRS AND EXCESS MATERIAL BEFORE FITTING AND GLUING TOGETHER. PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR SITE OBSERVATION DURING TESTING. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL SITE OBSERVATION HAS BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING, PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE MINIMUM OF 4" OF CLEARANCE BETWEEN PIPES SHARING THE SAME TRENCH. INSTALLATION OF METAL PIPE: CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL. OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OF BURRS SO SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. CAREFULLY AND SMOOTHLY PLACE THREAD LUBRICANT ON MALE THREAD ONLY. TIGHTEN SCREWED JOINT$ 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 JO THE FARTHEST RCV BACK TO THE CONTROLLER. INSTALL CONTROL WIRES IN SLEEVES SEPARATE FROM PIPING. CONTROL WIRE SPLICES: ALLOWED ONLY ON RUNS OF MORE THAN 300·FEET, SPLICES AS FOLLOWS; STRIP OFF MINIMUM OF 2-1/2" OF INSULA-ION FROM EACH WIRE. TWIST ON SCOTCH LOK ELECTRICAL $PRING 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. _ 3.2.5. AUTOMATIC SPRINKLER CONTROLLER: 3.2.5.1. AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN AND AS DIRECTED_ CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHAL_L BE 3.2.5.2. 3,25,3. ·-· _FIESPONSIBL_E_f'OR lJ,MF'QRARY PQWEflJOTHE CONTROLLER FORlfll' 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. CONTROLLERS SHALL HAVE A MASTER $WITCH. IT SHALL BE POSSIBLE TO OPERATE EACH VALVE MANUALLY INDEPENDENT OF THE CLOCK OR ANY OTHER VALVE. 3.2.5.5. CONTRACTOR SHALL SUPPLY AND INSTALL A MANUFACTURER APPROVED BATTERY IN CONTROLLER TO PREVENT LOSS OF PROGRAM. 3.2.6. REMOTE CONTROL VALVES: . 3.2.6.1. INSTALL REMOTE CONTROL VALVES IN SHRUB AREA ONLY AT LOCATIONS APPROXIMATELY AS SHOWN ON THE DRAWINGS, WITH A COVER OF 8 INCHES MINIMUM OVER TOP OF FLOW CONTROL STEM. INSTALL A UNION TYPE CONNECTION. FIT WITH PLASTIC VALVE BOX AND COVER. 3.2.7. VALVE BOX: 3.2.7.1. INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. 3.2.8. SPRINKLER HEADS: 3.2.8.1. ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. 3.2.8,2, ADJUST NOZZLES ARCS AND PRESSURE COMPENSATING DEVICES TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT TO DO SO. 3.2.9 CHECK VALVES . 3.2.9.1. CHECK VALVES SHALL BE INSTALLED.WHEREEVER INDICATED AND NECESSARY TO PREVENT LOW HEAD DRAINAGE AFTER THE SYSTEM IS SHUT OFF. . 3.2.10. QUICK COUPLER ASSEMBLY: 3.2.10.1. INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET ALL VALVES PLUMB AND TRUE TC FINISH GRADE AND A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. 3.2.11. BALL VALVES: 3.2.11.1. INSTALL APPROXIMATELY WHERE SHOWN AND AS DETAILED. FIT WITH PLASTIC VALVE BOX AND COVER. 3.2. 12. BACKFLOW PREVENTER: 3.2.12. i. BACKFLOW PREVENTER A$SEMBL Y 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. 3,2 •. 12,2, EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE. 3.2.13. THRUST BLOCKS AND FOOTINGS: 3.2.13.1. THRUST BLOCKS AND FOOTINGS SHALL BE PLACED ON NINETY- PERCENT (90%,) MINIMUM COMPACTED OR UNDISTURBED $UBGRADE. CONSTRUCT TO SHAPES SPECIFIED AND PARALLEL TO WALKWAYS. TOOL FINISH EXPOSED SURFACE. 3.2.14. FLUSHING OF SYSTEMS: 3.2.14.1. 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. 3.2.14.2. CONNECTION TO MAIN: CONNECT TO EXISTING SERVICE LINE AT LOCATION INDICATED. 3.2.14.3. DIELECTRIC PROTECTION: USE DIELECrR1C FITTINGS AT CONNECTION WHERE PIPES OF DISSIMILAR METAL ARE JOINED. 3.2.15. TESTING; 3:2.15.1. GENERAL: r-lOTIFY LANDSCAPE ARCHITECT IN WRITING WHEN TESTING WILL BE CONDUCTED. CONDUCT TESTS IN PRESENCE OF THE LANDSCAPE ARCHITECTAND CITY INSPEC_TOR 3.2.15.2. PRESSURE TEST 3.2.15.2.1. ALL PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 125 LBS. PER SQUARE INCH AND ALL NONPRESSURE LINES SHALL BE TESTED UNDER THE EXISTING STATIC PRESSURE AND BOTH BE PROVEN WATERTIGHT. (CONTRACTOR TO SUPPLY ALL EQUIPMENT NEEDED FOR TESTING.) 3.2.15.2.2. PRESSURE SHALL BE SUSTAINED IN THE LINES FORNOT LESS THAN FOUR HOURS. IF LEAKS DEVELOP, THE JOINTS SHALL BE REPLACED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEM IS PROVEN WATERTIGHT, 3.2, 15.2,3, TESTS SHALL BE OBSERVED AND APPROVED BY THE 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. :;i.2.15.3. COVERAGE TESTING: PERFORM OPERATIONAL TESTING AFTER HYDROSTATIC TESTING IS COMPLETED, BACKFILL IS IN PLACE, AND SPRINKLER HEADS ADJUSTED TO FINAL POSITION. 3.2. 15.4. 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. 3.3. 3.3.1. 3.3.2. 3.3.2.1. 3.3.2.2. 3.3.2.3. 3.3.2.4. 3.4. SITE OBSERVATION VISITS BY THE ARCRITECT; 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 $HALL NOTIFY THE · ARCHITECT AT LEAST THREE (3) WORKING DAYS IN ADVANCE OF THE TIME SUCH SITE OBSERVATION AND/OR DIRECTION IS REQUIRED. · SITE OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: UPON INSTALLATION AND TESTING OF MAIN LINES AND LATERAL LINES; WHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED. UPON INSTALLATION AND TESTING OF VALVES, QUICK COUPLERS, DEVICES, AUTOMATIC CONTROLLERS, AND CONTROL VALVES AND WIRES. WHEN THE SPRINKLER SYSTEM IS COMPLETED PRIOR TO PLANTING, THE CONTRACTOR, IN THE PRESENCE OF THE ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE OF WATER AFFORDED THE LAWN AND PLANTING AREAS IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES. FINAL SITE OBSERVATION VISIT BY THE ARCHITECT AND PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL SITE OBSERVATION OF THE SPECIFIED LANDSCAPE MAINTENANCE PERIOD WORK. RECORD DRAWINGS: 3.4.1. BEFORE FINAL ACCEPTANCE OF WORK, THE OONTRACTOR SHALL PROVIDE A RECORD SET OF DRAWINGS SHOWING THE SPRINKLER SYSTEM WORK. INFORMATION SHALL BE ON BROWN LINE SEPIA TRANSPARENCIES FOR REPRODUCTION PURPOSES. 3.4.2. ANY CHANGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOWN ON DRAWINGS SHALL BE SO INDICATED ON · THE RECORD DRAWINGS. 3.4.3. VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS SHALL BE SHOWN ON THE RECORD DRAWINGS. 3.4.4. ALL REMOTE CONTROL VALVES, SHUT-OFF VALVE$, QUICK COUPLER VALVE$ $HALL BE LOCATED BY MEASURED DIMENSIONS. DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS AND SHALL BE TO Tlil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~WAYS. END OF SECTION 02810 APPROVED FOR PLANTING AND IRRIGA TI □N □NL Y, INCLUDING PRECISE LOCATION OF PLANTING AREAS, "AS BUILT" DATE RCE EXP. REVIEWED BY: INSPECTOR DATE ADL I Planning --~l!!=m Associates 1111@ l---+--+----------'---+--+---+--+----1ISHEET.•~. IL __ c_,r_Y_o_F_c_A_R_Ls_s_A_o____,~7 ~ I ::7 _ PLANNING DEPARTMENT ~ Land Planning Landscope Architecture 5962 Lo Place Court. Suite 205 Carlsbad, CA. 92008 (619) 931-8637 FAX:(619) _931-2645 Dote ro/&/'1'5 Job No. "!!5ot-o Scale Drown By: ,..,.& . DA TE INITIAL c}lGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OlHER APPROVAL CliY APPROVAL IRRIGATION SPECIFICATIONS FOR: THE RANCH RANCHO.,VERDE. UNlt 1 APPROVED: DWN BY: PROJECT NO. DRAWING NO •. CI-IKD BY: FIELD BY: CT 89-18-1 324-3t. C.M.w.u. ~;j-;.-lvo 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 CONTROL.LED 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 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 COVERII\JG POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. 1.2.3 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. 1.2.4 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. 1.2.5 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 AND PLAN HIS WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH OONDITIONS. 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 AND ARCHITECTURAL FEATURES. 1.3 PROTECTION AND DAMAGE 1.3.1 PROTECT WORK AND MATERIALS FROM DAMAGE DURING CONSTRUCTION AND STORAGE. PVC PIPE AND FITTINGS SHALL BE PROTECTED FROM DIRECT SUNLIGHT. 1.3.2 1.3.3 1.4 L4.1 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 ASSUME ALL RESPONSIBILITY i'OR DAMAGE TO EXISTING CONSTRUCTION AND RESTORE TO ITS ORIGINAL CONDITION SHOULD DAMAGE OCCUR AS A RESULT OF THIS WORK. CONTRACTOR 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 PRICRAPPROVAL 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 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 SHAU. 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 Cl1Y 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 Pl.ANS 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, APPRO'v'EO BYTI 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 L.INE 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 !STRICT RESERVES THE RIGHT TO HAVE COMP ACCESS TO TH~:oN'TROLLER CLOCKS FOR REASONS OF ITORING AND CONTROLLINO-&Y:STEM FAILURES. THE AP NT, OWNER, OR CUSTOMER SHALL VIDE THE DIS WITH TWO SETS OF ALL KEYS NECESSARY FOR ACl::;E; """~v• HE CONTROLLER CLOCKS WITHIN THE DESIGN AR.~--i1' _, SWILL THEN BECOME THE PROPERTY OF THE nism'IJCT. IF THE E:M IS_CQNVERTED TO A pbTAB[E.WAT~n,PPLY AS PROVIDED FDR--l-111 SECTION 1-11 HEREIN, TUl>-rl'S:YS WILL BE RETURNED TO THEO . THE DIS]]w;T1S NOT RESPONSIBLE FOR LOSS OR DAMAGE 1'8.ANY ,,.,....,_NTROLLER. • FAILURE TO PROVIDE KEYS WILL RESULT IN TERMINATION OF SERVICE AS SET FORTH IN SECTION 14 OF THE DISTRICT'S RULES AND REGULATIONS. CONVERSION FROM A POTABLE TO RECLAIMED WATER SUPPL.Y ALL IRRIGATION FACILITIES CONVERTING FROM A POTABLE TO A RECLAIMED WATER SUPPLY SHALL CONFORM TO THE DISTRICT'S CONSTRUCTION SPECIFICATIONS AS CONTAINED 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 WORKMANSHIP. GUARANTEE SHALL ALSO COVER REPAIR OR DAMAGE TO ANY PART OF THE PREMISES RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIAL, . EQUIPMENT, AND WORKMANSHIP, l'Q ~ME SATISFACTIOPI OF Tl IE CARLSBAD MUNIGIPALW, .. TER DIS'FRIOT. REPAIRS IF REQUIRED SHALL BE DONE PROMPTLY UPON NOTIFICATION BY C>flOJECT OWNER'S REPRESENTATIVE, AT NO COST TO THE OWNER 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 SHAI.L PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE FOR INSTRUCTIONS AS TO FURTHER ACTION. FAILURE TO 00 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 ACCEPTED WHEN APPROVED BY THE CARLSBAD MUNICIPAL WAT~ 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 FURNISHE:D 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. rwo (2) KEYS FOR EACH AUTOMATIC CONTROLLER. ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVEL FOA 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 PRIVATE PIPING IN THE RECLAIMED WATER SYSTEM SHALL BE INSTALLED 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, ANO SHALL BE PURPLE. PIPE SHALL BE MADE FROM AN NSF APPROVED 1YPE 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.O.R.)-(SOLVENT WELD PIPE). _PR!:$.$1,!RE_MAINLINE PIPING FOR SIZES 1 1/2"_AND SMALLER SHALL BE PVC SCHEDULE 40 WITH SOLVENT WEIT:ie'b-JOINTSi AND -SHALL BE PURPL.E. 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 02466. 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.S.I. NSF (NATIONAL SANITATION 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 TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE 1.P.S. SCHEDULE AND NSF SEAL OF APPROVAL. A.C.P .. 4" AND ABOVE, SHALL HAVE THE WORDS "RECLAIMED WATEf\" STENCILED IN 2-INCH GREEN LETTERS ON BOTH SIDES OF THE PIF>E IN AT LEAST THREE PLACES IN A 13-FOOT SECTION OF PIPE (TOTAL OF SIX PLACES PER SECTION OF PIPE). ALL PIPE SHALL HAVE STENCILING APPEARING ON BOTH SIDES OF THE PIPE WITH THE MARKING "RFCL AIMED WATER" IN 5/8' LETTERS RE:PEATED EVERY 12 INCHES. PVC NOl<I-PRESSURE LATERAL LINE PIPING NON-~ESSURE 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. POTABLi: 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 ANO 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 INCH!:$, AND BLUE TAPE IDENTIFYING IT AS A POTABLE WATER LINE AND STATING "CAUTION: WATER LINE BURIED BELOW: WARNING TAPE THE PLASTIC WARNING TAPE SHALL BE PREPARED WITH SILVER PRINTING ON A PURPLE FIELD HAVING THE WORDS. "CAI ITJON· RECLAIMED WATERLINE BFLOW". 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 Planning -- Associates Land Planning Landscape Architecture 5962 Lo Place Court, Suite 205 Carlsbad, CA. 92008 (619) 931-8637 FAX,(619) 931-2645 Dote 10/ u /"15 Job No. </~OJ.o . • • DATE INl11AL . Drown By: A.&. ENGINEER Of WORK REVISION DESCRIPTION . 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 WARNING TAPES SHALL BE INSTALLED DIRECTLY ON TOP OF THE PIPE '..ONGITUDINA...LY AND SHALL CE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE ANO SHALL BE FASTENED TO EACH PIPE LENGTH BY PLASTIC TAPE BANDED AROUND THE PIPE WITH FASTENERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THE TRENCH SHALL HAVE FLAPS SUFFICIENT FOR CONTINUOUS COVERAGE. ALL RISERS BETWEEN THE MAINLINE AND CONTROL VALVES SHALL BE INSTALLED WITH WARNING TAPE. A SECOND WARNING TAPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECLAIMED WATER LINE. BRASS PIPE FITTINGS WHERE INDIC/\TED 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 WAT.EB.SPECIFICATIONRFOR .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 1 OO·PES-B-PRS/150•PES-B-PRS, 200-PES-B-PRS PRESSURE REGULATING ELECTRIC REMOTE CONTROL SCRUBBER VALVES. THEY SHALL BE PURPLE. ELECTRIC CONTROL VALVE BOX USE 10" 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 91!.2" X 16" X 11" RECTANGULAR BOX FOR ALL ELECTRICAL CONTROL VALVES, CARSON INDUSTRIES 14129-12B WITH PURPLE BOLT DOWN COVER OR APPROVED EQUAL SPRINKLER HEADS ALL SPRINKLER HEADS SHALL BE OF THE SAME SIZE. TYPE ANO D_ELIVER THE SAME RA TE OF PRECIPITATION WITH DIAMETER (OR RADIUS) OF THROW PRESSURE, AND DISCHARGE AS SHOWN ON THE PLANS AND/OR SPECIFIED IWTHESE 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, PLANilNG, 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 2.12 2.12.1 RECLAIMED WATER· QUICK COUPLING VALVES USED IN . _ __ .. _ IL--__ . RECLAIMED WA TEA SYSTEMS SHALL BE 1" NOMINAL SIZE'. NELS ON< ;>\" +7.645 · VALVE SHALL BE OPERATED WITH A SPECIAL COUPLER 2,13 2.13.1 2.14 2.14.1 k~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. WASHDOWN HYDRANTS AND OTHER POINTS OF PUBL.IC 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 BL.OW-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. NAS BUILT" APPROVED FDR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE LOCATION RCE EXP. OF PLANTING AREAS. REViEWED BY: ' INSPECTOR DATE DATE l~'.I CITY OF CARLSBAD ·~ PLANNING DEPARTMENT 27 'IR.RiGATION SPECIF[CATIOiitS-FQR: THE RANCH -- ~ANr.~o VERDE '1 INIT 1 . .,..... ·, IAPPRO:D~M : ASSIS1AN: P I IREC'fflR ~(7~~ I DATE INITIAL DATE INITIAL OWN BY: PROJ~CT NO. DRAWING NO. CHKO BY: CT.89-18-1 324-3L 0'/1-1£R 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 LAYOUT ALL WORK SHALL BE LAID OUT IN ACCORDANCE WIT PL.ANS 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 3&" COVER OVER SLEEVED LINES UNDER ROADS 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 IRREGULARrTIES. 3.3.2 A FINE GRANULAR MATERIAL BACKFILL WILL BE INITIALLY PLACED ON ALL LINES. NO FOREIGN MATTER LARGER THAN ONE-HALF (1/2) INCH IN SIZE WILL BE PERMITTED IN THE INITIAL BACKFILL. 3.3.3 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. 3.4 3.4.1 3.4.2 3.4.3 3.5 3.5.1 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 ADJOINING. GRADE. THE SPRINKLER IRRIGATION CONTRACTOR SHALL SET :"l PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRiv<!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 APPLYING 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 3.6 3.6.1 3.7 3.7.1 3.7.2 3.8 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 3.15 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 (12j 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 HEADS 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 PRESFNl"'.F nFC 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. 3.15.2 THE ARCHITECT RESERVES THE RIGHT TO WAIVE OR SHORTEN THE OPERATION PERIOD. 3. 16 CLEAN UP 3.16.1 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. 3.17 SITE OBSERVATIONS 3.17.1 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 WU I BE THE SOI F RESPONSIBILITY OF Tl::l~_l,b_NQ§CAPE CONTRACTOR TO NOTIFY THE PLANNING DEPARTMENT INSPECTOR TWO (2) WORKING DAYS IN ADVANCE OF THE TIME :SUCH OBSERVA'rlONS ARE REQUIRED. FAILlJRF IO CALL FOR ANY ONE OF THE QBSERYAJIONS 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. 3.17.1.t 3.17.1.3 3.17.1.4-A COMPLETE OPERATING TEST OF ENTIRE SYSTEM AT FINAL OBSERVATION. 3.17.2 THE REQUIRED MAINTENANCE PERIOD FOR THE SYSTEM SHALL NOT BEGIN UNTIL THE FINAL OBSERVATION HAS BEEN MADE AND ALL INSTALLATION APPROVED BY THE CARLSBAD MUNICIPAL WATER DISTRICT. -+-----3.17.1.1 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 ITEMS: 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. ADL 00 11111$ ' PI an n in g -------::::umm -=il.!lli~iilll! Associates ewmm Land Planning Landscape Architecture 5962 Lo Place Court. Suite 205 Carlsbad. CA. 92008 (619) 931-8637 FAX:(619) 931-2645 Dote 10/1.Pf"/6 Job No. q=i.o Scole Drawn By: .,,._.,,_ DATE INITIAL EN GI NEER 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 ANYTIME DURING PROGRESS OF WORK. COMRACTORSHALL 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. 1.4.3.2. 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 INCORPORATION INTO THE PLANS. 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, DATE INCLUDING PRECISE LOCATION RCE EXP OF PLANTING AREAS, REV,EWEO SY: INSPECTOR DATE 1211 CITY OF CARLSBAD !SHEETS I DLANNING DEPARTMENT ··-~····----· 27 IRRIGATION AND PLANTING SPECIFIC/\TIONS FOR: THE RANCH . RANCHO VERDE. UNITJ __ ! n ' --·-···--· ·-·- . ADPRQ'IED, £s !tY s-rz-_,f-? I ' ' ASSIS1ANT PLA=1~. JJR£CTCR I DATE INITIAL DATE INITIAL OWN BY, PROJECT NO. DRA1MNG NO. CHKD BY: CT 89-18-1 324-3L OTI-IER APPROVAL CTY APPROVAL FIE~D BY: . C.M.W.D. 93-308 1.5. 1.5. 1. 1.5.3. 1.5.4. 1.6. 1.6.1. 1.6.2. 1.7. 1.7.1. 1.7.2. 1.8. 1.8.1. 1.8.2. 1.8.3. 1.8.4. 1.8.5. DELIVERY, STORAGE AND HANDLING 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. TREES AND SHRUBS: DO NOT PRUNE PRIOR 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. DO NOT REMOVE CONTAINER-GROWN STOCK FROM CONTAINERS UNTIL PLANTING TIME. JOB CONDITIONS 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. EXCAVATION: WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, NOTIFY LANDSCAPE ARCHITECT BEFORE PLANTING. SEQUENCING AND SCHEDULING 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. 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. SPECIAL PROJECT WARRANTY WARRANTY LAWNS AND GROUNDCOVERS THROUGH SPECIFIED MAINTENANCE PERIOD, AND UNTIL FINAL ACCEPTANCE. WARRANTY SHRUBS FOR A PERIOD OF 90 DAYS AFTER DATE OF FINAL ACCEPTANCE. WARRANTY TREES, FOR A PERIOD OF ONE YEAR AFTER DATE OF SUBSTANTIAL COMPLETION, AGAINST DEFECTS INCLUDING DEATH, POOR GROWTH OR FORM. 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. 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 OFlGANIC- BASED CONDITIONER, PREPARED BY MIXING A LIGHT, FPIABLE, SILICEOUS MATERIAL WITH NITROGEN-FORTIFIED, FINELY G"-'OUND BARK, WOOD CHIPS AND/OR SAW DUST. THE MATERIAL SHALL CONTAIN A LONG-LASTING FORM OF IRON AND SHALL BE WILBUR- ELLIS "ORGANO-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. 2.1 .4. 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 (FES04•H20J A MINIMUM ANALYSIS OF 200% AND 98.3% RETAINED ON A 10 MESH SCREEN. 2.1.6. GYPSUM, AGRICULTURAL GRADE GYPSUM SHALL BE A (CAS04•H20) 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. 23. 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 COMPLYING 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) SHALL 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 Z60. 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 260.1 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 ANO 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 EXIST'NG PROPERTY DURING ALL PHASES OF THE SOIL AMENDING, PLANTING AND GRADING OPERATIONS. 3.1.5. 3.2. 3.2.1. 3.2.2. 3.2.3. 3.2.4. 3.2.5. 3.2.6. 3.2.7. 3.3. 3.3.1. CONTRACTOR SHALL SUPPLY SIGNED COPIES OF REQUIRED CERTIFICATES, TRIP SLIPS, AND INVOICES FOP SOIL PREPARATION MATERIALS~SHALL 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. FINISH GRADING FINISH GRADING: FINISH GRADES SHALL BE AS INDICATED ON THE CIVIL ENGINEER'S DRAWINGS AND LANDSCAPE DRAWINGS. 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. MOLDING AND ROUNDING OF THE GRADES SH-'\LL BE PROVIDED AT ALL CHANGES IN SLOPE WHERE REQUIRED BY THE LANDSCAPE ARCHITECT. 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. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS. IRRIGATION LINES, ANb OTHER UNDERGROUND UTILITIES DURING HIS GRADING AND CONDITIONING OPERATIONS. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWA VS, DRAINS AND CATCH BASINS. 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. PREPARATION FOR PLANTING AREAS SOIL CONDITIONING, FERTILIZING & ROTOTILLING: 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. 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 AFTER SETTLING, THEY BEAR ONE INCH ABOVE THE SURROUNDING FINISH GRADE AS THEY BORE TO THE SOIL LINE GRADE IN THE CONTAINER. 3.5.2. PLANTING TABLETS SHALL BE PLACED IN EACH -REE & SHRua PLANTING HOLE AT THE FOLLOWING RATE: 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. 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 1$ BROKEN OR CRACKED, EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION. WATER BASIN SHALL BE FORMED AROUND 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 ~REE LEADERS, AND REMOVE ONLY INJURED OR DEAD BRANCHES FROM FLOWERING TREES, IF ANY. PRUNE TREES AND SHRUBS TO RETAIN NATURAL CHARACTER. RE'vtOVE AND REPLACE EXCESSIVELY PRUNED OR MISFORMED STOCK 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 HYDROS EE DING INSPECTION OF CONDITIONS: BEFORE PROCEEDING WITH ANY WORK, THE HYDROSEEDING LANDSCAPE CONTRACTOR SHALL CAREFULLY CHECK PLANTING AREA CONDITIONS AND SHALL IMMEDIATELY INFORM 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 DAYS TO SATURATE UPPER LAYERS OF SOIL PRIOR TO HYDROSEEDING 0PERATI0N. ALLow PLANTING AREA so1csCii=if'AcE 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 114 INCH OF SOIL SURFACE. ADL Planning Associates llf§ 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. /f~<;t,-,J ~~~;So.~ Land Planning Landscape Architecture -n ~ _. T;_; ~ ~~ ,I "':, 5962 Lo Ploce Court. Suite 205 Corlsbod, CA. 92006 (619) 931-8637 FAX:(619) 931-2645 Dote 10/c,,j~? Job No. "J':>.'J;,l.O Scala Drown By: A.0. BEGIN THE HYDROSEEDING OPERATION ON ALL AREAS AS. SPECIFIED HEREIN. HYDROMULCHING APPLICATION AND PLANTING SCHEDULE: THE HYOROMULCHING 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 112 FILLED WITH WATER. ALL ORGANIC AMENDMENTS, FIBER, AND CHEMICALS SHALL THEN BE ADDED BY THE TIME THE TANK IS 2·113 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 SEED MIX 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 SPRA YEO ONTO ANY ADJACENT PROPERTY, ETC. ANY SLURRY SPRAYED ONTO THESE AREAS SHALL BE CLEANED OFF AT THE CONTRACTOR'S EXPENSE. HYDROMULCHING SCHEDULE1: 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 FERTIOZER: nJRF AREA- OTHER AREAS- (12-12-12)-400 LBS./ ACRE (0-3&-0) -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 HYOROMULCHING 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 ANO 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 PLANTS 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. 3.8. 3.8.1. 3.9. 3.9.1. 3.9.2. 3.9.3. 3.9.4. 3.9.5. 3.9.6. 3.10. 3.10.1. 3.10.2. 3.11 3.11.1. 3.11.2. PROVIDE 3 INCH THICKNESS OF BARK MULCH IN ALL NON-lURF PLANTING AREAS LESS STEEP l1-IAN 3: 1 (RIPARIAN AREAS EXCLUDED) POST FERTILIZATION POST FERTILIZATION FOR ALL AREAS $HALL OCCUR AFTER PLANTING AT A RATE SPECIFIED IN THE SOIL TEST RECOMMENDATIONS .. MAINTENANCE PERIOD 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. 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. THE MAINTENANCE PERIOD SHALL CONTINUE UNTIL FINAL ACCEPTANCE, BUT IN NO CASE, LESS THAN 90 DAYS AFTER APPROVED COMPLETION OF LANDSCAPING. 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. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE LANDSCAPE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL MAINTAIN TREES, SHRUBS AND OTHER PLANTS BY PRUNING, MOWING, CULTIVATING ANO WEEDING AS REQUIRED FOR HEALTHY GROWTH; CONTRACTOR SHALL RESTORE PLANT WATERING BASINS, TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS. RESET lREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. AND SPRAY AS REQUIRED TO KEEP lREES AND SHRUBS FREE OF INSECTS AND DISEASE, CLEANUP AND PROTECTION DURING LANDSCAPE WORK, KEEP PAVEMENTS CLEAN AND WORK AREA IN AN ORDERLY CONDITION. 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. SITE OBSERVATION VISITS: SITE OBSERVATION VISITS HEREIN SPECIFIED SHAU. BE MADE BY THE CITY INSPECTOR AND THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL REQUEST SITE OBSERVATION IN 48 HOURS ADVANCE OF THE TIME OBSERVATION IS REQUIRED. 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 BUILr APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. RCE REVIEWED BY: DATE EXP. I INSPECTOR DATE l---+--+-----·--~-·----+--+--1------t----1~. __ c_1T_Y_O_F_c_A_R_LS_B_A_D___J1~2a7 1s1 L__g_g_j _ PLANNING DEPARTMENT PLANTING SPECIFICATIONS FOR: THE RANCH RANCHO VERDE,. UNIT 1 1-----1---+----------i-----; I =APPR..........-OVE..,..,.,/,~iM-i, u~~~i:,,---_ s--r?-09{ I 1-----1---+-----------------+---+---t-----t--7 Le. Assi="'-st,,,AN.,_T,_PLANNIN'-="'-~=-='-''!"'~"-'-~=R~-------~-rn:~ __ _,_ DATE INITlAL ::NGINEER Of WORK REVISION DESCRIPTION DA TE INITlAL DA TE INITIAL 01HER APPROVAL CITY APPROVAL DWN BY: CHKD BY: FIELD BY: PROJECT NO. DRAWING NO. CT 89-18-1 324-3L C.M.W.D. 93-308 I --------/ ~----- I I I I I I I I I --,.-. I I I I I I \ I • I / \ \ / \ \ ' "' "' \ \ \ \ I ;,; \ -G. r. ·/!?o . I,;;; ·o '-"'G--. /, ----- x~ \ I I -,z.' \ ---~, ' \ ' \ \ ------------- \, ,-· \ ' ' \ 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 \ \ \ ' ' \ ' " n--u I • 1e,--(p I I '2:,11 pfii,6.1 f.-1 LIN~/ OV!5F-l"''-<-'llN \ ( P.,..~L-l&HT THf-U CL.JP,,e) , ________ .l • • ------ ---- __.) .,.....-- ------- \ \ I I ------ I , / i;;;,O I I --------- ------~ CONSTRUCTION LEGEND SYMBOL z::PESCRIPTION ~ ·,, CD Terrace wan--Concrete block ith "Desert Ledge" st~veneer. ~ """ "" I --~, .... !--_-_-_-_-_-_-_-:_-:, __________________________________________________________________________________________________ ~•!.!!!!!!!!!!!!!!!!..!!!!L,,,A~S;::;-.B:;;,U~l'L~T;::-n--------t CALLE ACERVO • . . ,, _____ .. , •---······--··-·-"'""" .. ,. ·---··"""" .......... AOL I, ■L -Planning 1::L Associates Land Planning Landscape Architecture 5962 Lo Place Court, Suite 205 Carlsbad. CA, 92008 (619) 931-8637 FAX:(619) 931-2645 Dote IO/{g/'/5 Job No. 45o_vi Score 1••~ ID 1 Drown By: 1.l--. ___ EXP ___ _ DATE REVIEWED BY: INSPECTOR 0 10' 1---+-+-----------r---t--r--;--,fSHEITl CITY OF CARLSBAD ~ PLANNING DEPARTMENT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. l--:-OA-::,TE=-i-,N~ITI:--:-,AL+-------------t-;D;-;,.TE~Tiui,Nrm°nAt.ii""Troi;,_TE~li1iMIN111JTI-'L"°7 REVISION DESCRIPTION ~CHER rT ~ OlHER -'PPROV-'L CITY N'PROV-'L ENTRY CONSTRUCTION PLAN THE RANCH RANCHO VERDE, UNIT 1 O'M'I BY: D-IKD BY.-: -- RW.O BY: PROJe:CT NO. CT 89-18-1 DRAWING NO. 324-3L C.M.W.D. 93-308 \ \ ' ' ' ,, \ ·, ' \ \ \. \ ·,, / 1' I I ' \ ,. \ \ \ \ ', \ i I \ \ \ I ' ' : I i ' -•' 228':8'- ' ' I I /. ,~· __ ,,...,,' /,,· . ,.. ,,,, . 228:1; · ' ✓ . _..---' •-.... , ! ( _,.,.. __ ~~--- " ; -----'--- r: 1 , , .- 1.....------tt260r-f----..._ 17 ·~ ':::f=::;;:.:::,--_,_....-- ' ' 16 ·~ . ~ .... ' I <t Cl ~ ' / 0 LLl a:: ,Q ,_ f-, -(f) "t'F.' ' ' ,. '7·· 'I,.--- \ ..... 14 ( 2445) 13 · Q§ ,, ---......___,~~w _ _._.,.--~ CORTE ESPERANZA I , I 27 - ·~ I I -<.,~. II] . ,,.,./ I \ I ··-·~-----_.....l.--w--,--...,,~ 5, l. 2, 3. 4, VIEW FENCE PILASTER TERRACE WALL 6EE 61 IEET FOR f¥PIG,e,L LOS,CiFIOPdS OF WOOS FENCING. (TO BE LOCATED BETWEEN LOTS) SEE SHEETS 2 7 FOR CONSTRUCTION DETAILS, SEE SHEET 2.7FOR GENERAL CONDITIONS AND ADDITIONAL NOTES. TERRACE WALLS SHALL RECEIVE NATURAL STONE VENEER. NO STRUCTURE, FENCE, WALL, TREE, SHRUB, SIGN, OR Oll-!ER, 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 W1TH CITY STANDARD PUBLIC STREET- DESIGN CRITERIA SECTION 8.B.3. THE UNDERLYING PROPER OWNER SHALL MAINTAIN THIS CONDITION. KEY MAP --~ ' ~~~ ·~· .. ~~~~-· .. =· c-=·-~-=-F~--~-___ r~? ~ 0 XJ 4) 80 __ , __ _ ,,,- ~ADL Planning Associates ------II. Land Planning Landscape Architecture 5962 La Place Court, Suite 205 Carlsbod, CA. 92008 (619) 931"8637 FAX:(619) 931-2645 Date 10/&/"/'5 Job No. "f"Xl2D Scale 11 "'.+o' Drawn By: Pc.&, \ AS BUILT .,_,,-/"' -PLAf'i"~-- ... • . . . IRHlGA . ONLY, INCLUDING PRECISE \ · 1 .·· . . A TIONS OF PLANTING AREAS, .. · /I' . /' .____ __ ____.___, EXP _____ _ DATE REVIE\\£0 BY: INSPECTOR DATE fsHEITl CITY OF CARISBAD ~ 1-----1---+----------------+--+---+---+-----t L__giJ PLANNING DEPARTMENT ~ '.::::::::=::::::::::-=::==:::::::::::::::::::':::::::::::::':::::::::::::::::::::::':::::::::::::::::==-=====: W,<,;LL & FENCE PLAN FOR: THE RANCH .,le"' VERDE, UNIT 1 DATE INlllAL ENGINEER OF MllK REVISION DESCRIPTION DATE INlllAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RW.O BY; PROJECT NO. CT a9;: 18-1 DRAWING NO. 324-3L. C.M.W.D. 93-308 \ \ \ / \ ' \ \ \ \ 3 ,~- f1\ I I y....- """""""""""""'"" ··•'' . 0 20 4) 80 \ ADL Planning Associates II Lond Planning Londscope Architecture 5962 La Place Court. Suite 205 Carlsbad. CA. 92008 (619) 931-8637 FAX:(619) 931-2645 . Dote to/&/"'/6 Job No. "'/60 J-0 Drawn By: A-b. \ \ .. 7· C 200.9) 6 c 264.3) o\' \ ,ff\ I ~\ fi\ 2eo-·.J...-+t4tr O ~~ -- ,0 2, 3, VIEW FENCE PILASTER TERRACE WALL (TO 6E LOCATED BEJWEEN LOTS) SEE SHEETS 7-7 FOR CONSffiUCTION DETAILS. SEE SHEET:2.7 FOR GENeRAL CONDITIONS AND ADDITIONAL NOTES. TERRACE WALLS SHALL RECEIVE NAnJRAL STONE VENEER. 5. NO STRUCTURE. FENCE. WALL. TREE. SHRUB. SIGN. OR OT!-IER 'OBJECT OVER 30 INCHES ABOVE STREET LEVEL MAY BE PLACED OR PERMITTED TO ENCROACH WITHIN THE AREA · IDENTIFIED A$ A SIGHT DISTANCE CORRIDOR -~----· 1 IN ACCORDANCE WITH CITY Sf AND ARD PUBLIC SfREET- ---·--·--· i DESIGN CRITERIA SECTION 8.8.3. THE UNDERLYING PROPERTY _______ _......... .......... --- ~------;- . OWNER SHALL MAINTAIN THIS CONDITION. AS BUILT APPROVED FOR Pl.ANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. / ' ,, REVIE'M::D BY: EXP. ___ _ DATE INSPECTOR DA TE l---+--+----------------<~--1----1----l----l[~~J I c~N~!o o~~~~AD 11 EJ WALL & FENCE PLAN FOR: THE RANCH 1---1---+-------------------1--~--4---...J...---l OWN BY: __ _ DATE INITIAL ,__D_ATE_~_IN_I_TI_AL __ o_ATE_.......__IN_m_AL_, CHKD BY: --- EM(JNE£R ~ \Oil( REVISION DESCRIPTION OTHER N'PROVAI. CITY APPROVAL Rvv«> BY: PROJECT NO. CT 89-18-1 DRA\ltlNG NO. 324-3l. C.M.W.D. 93-308 --/ .. --·~·· _..,......--,-,·• _...,,..,.------ 13 c 240_3) : .. ,{..,. ....... j CORTE ESPERANZA· ··~--.-- 11 33 ' ' I \ ( 246.3) ...... (' 0 \ \ \ \ ' \, ·,, ,,, L ·a ri d P I .a n n I n g Landscape Architecture 5962 La Place Court. Suite 205 Carlsbad. CA. 92008 (619)931-8637 FAX:(619) 931-2645 Date 10/&/15 Job No. 45'.?to Scale DrawnBy: Ab ·, ..._,_,- I I ,.-•·""' • .,., __ ~.,., ............ .J' ,,,,,,•' ,, .. ,,., 40 . ( 273.9) --··"·-···""' 5. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. VIEW FENCE PILASTER TERRACE WALL 1. SEE 61 IEET FOR TVf!ICl\b bQC/\llG~l:i OF WOOD liiliJ>IGINC (TO BE LOCATED BETWEEN LOTS) 2. SEE SHEETS Z 7 FOR CONSTRUCTION DETAILS. ---3. SEE SHEETZ1FOR GENERAL CONDITTONS AND ADDITTONAL NOTES. 4. TERRACE WAULS .SHALL .RECEIVE NATURAL STONE VE~ NO S'fRUCTURE. FENCE, WALI_. TREE. SHRUB. SIGN. OR OlHER 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 WITH CITY STANDARD PUBLIC STREET- DESIGN CRITERIA SECTION 8.B.3. THE UNDERLYING PROPERTY OWNER SHALL MAINTAIN THIS CONDITION. AS BUILT ____ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ t----+--t------------------1---+----+---i---1 ~ PLANNING DEPARTMENT ~ ;;W::A::LL:::;::&::;F;EN:::C:::;E::P::;LA::;N::;F;::0:::R::;:! ========:::'...':==~ THE RANCH i=IANCHO VERDE, UNIT 1 APPROVED: i--------t---t-----------+--+----+--+----1 i,:-:-===~~=-----=-5_/7£/z t-::-:--=:--t--::-:::::--:-:-+------------------+---+-:-:=-,,-+-::~:--1....,,..,.=--I OWN BY: DATE INITIAL DATE INITIAL DATE INITIAL ~KD BY-: ---REVISION DESCRIPTION ENGINEER OF 'MR< OlliER APPROVAL CITY APPROVAL RVWO BY: PRO..ECT NO. CT 89-18-t I DRAWING NO. ,324-3L. C.M.W.D. 93-308 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 1. 2. 3. 4. 5. 6. 7. 8. 9. 1. 2. 3. 4. 5. 6. GENERAL CONDmONS PROTECTION Of UFE 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: (1) WORKER'S COMPENSATIOM, iB) PUBLIC COMPREHENSIVE GENERAL LIABILITY, AND (C) PROPERTY DAMAGE. IN AN EMERGENCY THREATENING THE SAFETY OF LIFE, WORK OR ADJOINING PROPERTY, THE CONTRACTOR IS HEREBY INSTRUCTE.D TO ACT AT HIS DISCRETION TO PREVENT SUCH LOSS OR INJURY AND SHALL MAINTAIN THE FOLLOWING MINIMUM LIABILITY INSURANCE COVERAGE DURING THE CONTRACT PERIOD. BODILY INJURY PROPERTY DAMAGE COVERAGE $250,000 PER INDIVIDUAL, PER OCCURRENCE $100,000 PER OCCURRENCE, AGGREGATE THE CONTRACTOR $HALL CAUSE TO BE NAMED AS 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 ASSOCIATES INC .. 596:? 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) nAYS AFTER ALL ADDITIONAL INSUREDS HAVE RECEIVED WRITTEN NOTICE AS EVIDEl>CED BY RETURNED RECEIPTS OF REGISTERED OR CERTIFIED LETTERS. THE CONTRACTOR AGREES TO HOLD THE OWNER AND LANDSCAPE ARCHITi:CT 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 A~ PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY 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 AND THE CIVIL ENGINEERS IMPROVEMENT PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER OR LANDSCAPE ARCHITECT IMMEDIATELY AND PRIOR TO COMMENCEMENT OF WORK IN SAID AREA. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO REMAIN ON. ANO ADJACENT TO , THE PROJECT SITE DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ALL DAMAGE RESULTING FROM HIS OPERATIONS OR NEGLIGENCE. - THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING ANO;/OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. PERMITS FOR JtNY CONSTRUCTION DEPICTED IN THESE PLANS SHALL BE OBTAINED BY THE CONTRACTOR. 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 ANO 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"/4 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"/o 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 START 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 MINIMvM FALL FOR REQUIRED DRAINAGE OF LINES. REINFORCED MASONRY CONCRETE BLOCK UNITS SHALL BE NORMAL WEIGHT AND COMPLY WITH ASTM C90. TYPE I, PROVIDE DEEP-CUT BOND BEAM UNITS. RETAINING WALLS ANO WALLS BELOW GRADE SHALL BE GROUTED SOLID. ALL CELLS CONTAINING REINFORCING SHALL BE GROUTED SOLID. IMMEDIATELY AFTER GROUTING, CONSOLIDATE GROUT USING MECHANICAL VIBRATING EQUIPMENT. RODDING WILL NOT BE ACCEPTED. MORTAR SHALi CONSIST OF ONE PART PORTLAND CEMENT, 3 112 TO 4 PARTS SAND BASED ON DRY LOOSE VOLUME, AND NOT LESS THAN 1/4 PART NOR MORE THAN 1/2 PART TIME. GROUT SHALL BE 2,000 PSI MINIMUM, PROPORTIONED 1 CEMENT, 3 SANO, 2 PEA GRAVEL. 7. REINFORCING SHALL COMPLY WITH ASTM A615, GRADE 40. LAP 40 DIAMETERS. 8. 1. 2. 3. 4. 5. 6. ALL MASONRY SURFACES SHALL BE PAINTED WITH APPROVED GRAFFITTI-PROOF COATING, AFTER WALLS HAVE BEEN PAINTED SPECIFIED COLOR, PER MANUFACTURER•S RECOMMENDATIONS STEEL FENCING FENCiNG SHALL BE SEAMLESS STEEL TUBING, GRADE B, CONFORMING TO ASTM A501-81. LANDSCAPE CONTRACTOR SHALL SECURE ALL FIELD MEASUREMENTS REQUIRED FOR PROPER AND ADEQUATE FABRICATION AND INSTALLATION. FENCING SHAL.L 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 COATEO WITH SYNTI-IETIC, RUST•INHIBITING PRIMER. FINAL FINISH SHALL BE ELECTROSTATICALLY APPLIED OF 1'WO (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. CARPENTRY ALL LUMBER SHALL BE DOUGLAS FIR. NO. 2 GRADE OR BETTER, UNLESS OTHERWISE INDICATED. ALL LUMBER SHALL 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. BALL STYLE POST TOP BALL STYLE FINIAL TOP :, ~:::;:=;::::::==:=:;:::=!==!=i l==\,H----1 • Ip RAIL ~+--+-,---1/2" gJ PICKETS l-+---+-t---2" dJ POST@ 8'-0" O.C. V'l--t---COLLAR ..+---1•dJ BOTTOM RAIL FINISH GRADE 0 VIEW FENCE CAST 1BQN ACCESSORJES AYAILABI E FROM: 1/2" = 1·-0· JANSEN ORNAMENTAL SUPPLY co: 10925 SCHMIDT ROAD EL MONTE, CA. 91733 (618) 442-0271 G) 6 INCH SQUARE CONCRETE MOW STRIP (MIN. 2000 PSI AT 28 DAY$) FINISH GRADE 2" FOR GROUNDCOVER AREAS FINISH GRADE 1· FOR LAWN AREAS 1/2 • INCH RADIUS TROWELED EDGES (TYP.) # 3 REBAR CONT. ( LAP 12" AT SPLICES) 95¼ COMPACTED SUBGRP.DE NOTE: PROVIDE EXPANSION JOINTS AT 20 FOOT MAX, 0.C. Al'ID WHERE MOW $TRIP ABUTS ANY CONCRETE IMPROVEMENT CONCRETE MOW STRIP SECTION · nqt to s_C3.1e .· j:?.Ot.JL-Pf=.~6 ------(1 ,_ ~I f,t>Ni=DM J Ul"'if-f-ft?OL- II 9'° --,---......,,-----------l11Di?LE. fOOi- 2:1 ~M1f= j... ~-"Pt ~Uf-N----t---,o @ WATER FEATURE PLAN 1/4"= 1·-0· • 16" ,i r +--24" X 24" PRECAST CONCRETE CAP '"Tl:;'.i7,~;J!:'.__ 3·#4HORIZ.BARS. I 16"X6"X16"---'> CONCRETE I COLUMN BLOCK I 0.. s l:, ., ;::; ::. I I I I CONT. FROM WALL 1 . 4-#4 BARS (IN CORNERS) --"D6SERT LEDGE" STONE VENEER J COLOR TO MATCH NATIVE STONE FROM SITE I PILASTER I . 16" PLAN VIEW HOOKHORIZ . STL. z SLOP\.' :ii PAD GRADE . ~ 2 • #5 HORIZ. BARS. CONT. FROM WALL FOOTING J J r' 18" ,. @ PILASTER SECTION ADL m -- NOT'l:': ; ~F FNT!-<-'( ~TF-UeflON flAN I -SH -r;@ fcf'-~ .Al-IP Ft:0L-6 f'oT Fl..i:cVATIDN<S PLANTER FINISl-1 GRADE / 'DESERT LEDGE" STONE VENEER TO BE NATIVE STONE FROM SITE ,-., a"X8'X16" 1:1 ~ CONCRETE BLOCK (/) ---frr!':!!!11:!Ul \ ~ -IDT I ~ Tmrtt-rt-c\---WATERPROOFING 1111 OPEN JOINT WEEP HOLES ~~-- FINISH GRADE .,_ __ CONCRETEFOOTING i 18" J ® TERRACE WALL SECTION 112·-1•.o· AS BUILT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. ----EXP. ~--- REVIEWED BY: INSPECTOR DATE DATE pl . . ====-ann1_ng ___, !llllil Associates mswmrm ~ CITY OF CARLSBAD ~ r---+--t---------------+--+----+--1-----l~ PLANNING DEPARTMENT ~ :::::=::::::::::.::::=::::::::::::::::========~==~ CONSTRUCTION DETAILS & NOTES THE RANCH .D. 93-308