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HomeMy WebLinkAboutDWG 359-7M; SDP 97-15; Rancho Carrillo Village B Lot 207; 01-18SHEET INDEX SHEET TITLE SHEET NUMBER VICINITY MAP GENERAL NOTES RECYCLED WATER NOTES FUTURE (PRIVATE) RECYCLED WATER SYSTEM FOR LANDSCAPE IMPROVEMENTS AT RECYCLED WATER / TITLE SHEET 1 CITY Of" OCEANSIDE I-IJGHW"Y le 1. 2. 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICTS "CARLSBAD RECYCLED RULES & REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS" DATED OCTOBER 1993. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ETC. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. RANCHO CARRILLO GENERAL NOTES CONSTRUCTION PLANS CONSTRUCTION DETAILS AND IRRIGATION PLANS IRRIGATION SPECIFICATIONS IRRIGATION DETAILS PLANTING PLAN PLANTING SPECIFICATIONS 2 3-5 NOTES 6 7-9 10-11 12-13 14-16 17 NIIT Ill = CITY CF VISTAPROJECT LOCATION 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. IRRGIATION AND LEGEND NOTES 18 ± ~ ' C C ' " ,::; ~ ~ ' ~ z G 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 8.• THE IRRIGATION SYSTEM SHALL RUN BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME WITH QUALIFIED SUPERVISION PERSONNEL ON SITE). 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT FROM RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER, COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN POTABLE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECYCLED 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. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINES MUST BE INSTALLED ABOVE THE RECYCLED 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 20. 21. 22.• 23.• 24. 25. SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES PRIOR TO ANY USE OF RECYCLED WATER. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING. RECYCLED WATER: QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HV1 00A-RL-NP OR APPROVED EQUAL. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NONINSPECTING PARTY. DEVELOPER SHALL SHOW THE LOCATION OF RECYCLED SIGNS "DO NOT DRINK" ON THESE PLANS. AN ON-SITE USER / SUPERVISOR SHALL BE DESIGNATED IN WRITING, THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFL0W / CROSS CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT MAINTENANCE SUPERVISOR OR AFTER HOURS CONTACT MAINTENANCE SUPERVISOR STEVE HARRISON @ (619) 753-2824 STEVE HARRISON @ (619) 753-2824 SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. • ITEMS 8, 19 & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECYCLED WATER. • ITEM 22 THE SIGNAGE SHALL BE A PART OF THIS I.P. BUT THE ACTUAL SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECYCLED WATER. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE HEADS, VALVE BOXES, ETC.) SHALL BE COLOR CODED PURPLE PER AWWA GUIDELINES AND SECTION 404954 OF THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 81/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. I. GUIDELINES FOR RECYCLED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS TO ELIMINATE 0VERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A C0NTINU0S BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED 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 RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVIS0 -AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR, USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 8. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS. 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS II. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEARBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT. THAT I EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS 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 AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM NAME AND ADDRESS: DENNIS GILLESPIE GILLESPIE DESIGN GROUP, INC. 8910 UNIVERSITY CENTER LANE, SUITE 580 SAN DIEGO, CA 92122 ~ 4,,, (_, ,,,..... s.1\0SC .. INSPECTION PROCEDURES LEGEND 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTHS C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION (POC'S) F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECYCLED WATER (IF RECYCLED 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 FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TESTS, 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 RECYCLED WATER. B. WARNING SIGNS AND LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PARTS "A", "B" AND "G" OF THE DISTRICT FINAL INSPECTION. (SIZE) 12" X 35• TYPICAL SIGNS ,-----BLACK LOGO ,-----PURPLE BACKGROUND 3611 ,---1" BLACK LETTERS (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER HANDS AFTER CONTACTING S MANOS DESPUES DE USAR .032 ALUMINUM, .060 ABS PLASTI OR STICK-ON VINYL SIGNS ~--1" BLACK LETTERS ---2" BLACK LETTERS CARLSBAD MUNICIPAL WATER DISTRICT M?'4 -( @:, 3-:,-9, WILLIAM E. PLUMMER, DISTRICT ENGINEER DATE R.C.E. 28176 SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH TELEPHONE NUMBERS: REGISTRATION NUMBERS: (619) 558-8977 / (619) 558-9188 (FAX CA 1362 . ~~~, ' EXPIRATION DATES: DEVELOPER NAME AND ADDRESS: APRIL 30, 1999 CARLSBAD FAMILY HOUSING PARTNERSHIP 600 W. BROADWAY, SUITE 1070 SAN DIEGO, CA 92101 I.ANDSC,\l'F \Rf 1111 FC I LRE REVISION DATE 1 19 99 2 4 99 THE CALIFORNIA HEALTH AND SAFETY CODE. ':cl DRAWN J.S., J.A. RECYCLED IRRIGATION WATER MAINLINE N DUE TO THE SCALE OF THE SITE USE MAP NOT ALL INFORMATION A MAY BE SHOWN CLEARLY. FOR PRECISE LOCATIONS, SIZES AND ROUTING OF ALL POTABLE AND RECYCLED SUPPLY LINES, SEE IMPROVEMENT PLANS PREPARED BY RICK ENGINEERING FOR RANCHO CARRILLO. RECYCLED In Order to Conserve Water ... RECYCLED WATER IN USE DO NOT DRINK NO TOME EL AGUA WASH HANDS AfflR CONTACTING VESE SUS MANOS DESPUES DE US 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS. SCALE NTS WATER KEY MAP KEY MAP LEGEND SYMBOL --------- --AND SLOPES [Ml v DESCRIPTION PROPOSED R/W IRRIGATION MAINLINE AREA OF RECYCLED WATER USE LOCATION OF RECYLCE0 METER AND BACKFL0W "DO NOT DRINK" SIGN LOCATIONS '2-•It; ·OD DATE TITLE SHEET FOR: RANCHO CARRILLO F"AMtL V IL. l.A0S -I!!> L. OT ;201 i'i'< TELEPHONE NUMBERS: (619) 232-2100 8910 UNIVERSITY CENTER LANE !~ 26. A PHYSICAL SEPERATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED (619) 232-2127 (FAX) APPROVED J.P.J----+---t----------------f---+---+--+----l _3'. ~t:°' cc. ~ 0 SUITE 580 ~,t:___ __ ~ .,,, -,, ,,-i !' WATER AND POTABLE WATER. SEPERATI0N SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS ASSIST DATE oc, :;;:n,• OR OTHER APPROVED METHODS. SAN DIEGO CAIJFORNIA 92122 .:.Jo.c.:Bc....cN..co_. ____ 9_7_-_10_0-t--:::c:::::-+-=,---t-----------------+--:-c::::-+=---jf---+---I . DWN BY: ----PROJECT NO. DRAWING NO. 8~ 6(9. 558 . 8977 -D~AT.'.cE:'._ ____ _:".9::.'..2'..::.9'.'.'.B'...f'-:::-::D:-::AT:-::E=-"::1::-Nl-:-TIA--:-L::-J DATE INITIAL DATE INITIAL CHKD BY:___ SOP 97-15 359 _7., -o _ -REVISION DESCRIPTION M ~:l-----------------------------------------------------------------------------~F~'AX~61~9~-~5~5!8~-!91~8:B __ _!;sc~ALE;;;;~;;;;;;;;;;;;;;~A!S~S~H~O~W~N~E=NG:IN:E:ER=O=F=W=OR==================O=TH=ER=A=PP:R:OV:A:L::::Cl~=/\P=PR:D:V/>l.==FNW=D=BY::::=:;:;::;;:~c;.T:.~;:;=:;:;;::::::::::!J 0" C.M.W.D. 98-523 • l,J V, --• ~ GENERAL CONDITIONS SHORT FORM PART 1 -GENERAL 1.1. DESCRIPTION 1.1.1. ALL PROVISIONS OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", A.I.A. DOCUMENT A201, 1976 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. 1.1.2. UNDER ARTICLE 4.16.1 INDEMNIF1CATION OF THE GENERAL CONDITIONS, DELETE THE WORDS "(OTHER THAN THE WORK ITSELF)". 1.2. GENERAL PROVISIONS/DIVISION 1 GENERAL REQUIREMENTS 1.2.1. SCOPE OF CONTRACT 1.2.1.1. THE FOLLOWING TERMS, CONDITIONS, AND INSTRUCTIONS, AS WELL AS THE LANDSCAPE ARCHITECT'S PLANS AND SPECIFICATIONS, THE CONTRACTOR'S CONTRACT AND SHOP DRAWINGS AND ANY CHANGE ORDERS AND/OR ADDENDUM'S ISSUED BY LANDSCAPE ARCHITECT SHALL FORM THE GENERAL CONTRACT. 1.2.2. JOB FILE 1.2.2.1. THE LANDSCAPE ARCI-Il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lNES AND RESTRICTIONS. ALL OTHER LlNES, GRADES, AND LEVELS SHALL BE ESTABLISHED BY THE CONTRACTOR AND HE SHALL VERIFY ALL DIMENSIONS, LlNES, 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. 1.2.4. CONTRACTOR'S/LANDSCAPE ARCHITECT'S RESPONSIBILITIES 1.2.4.1. 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 OF CONFIJCTS WHICH APPEAR BETWEEN DRAWINGS AND SPECIFICATIONS, OR BETWEEN SPECIFICATIONS AND LOCAL ORDINANCES OR RESTRICTIONS, SHALL BE REFERRED TO THE LANDSCAPE ARCHITECT FOR INTERPRETATION OR CORRECTION BEFORE PROCEEDING WITH WORK THE LANDSCAPE ARCHITECT SHALL AT HIS DISCRETION REFER INTERPRETATIONS OF DRAWINGS, SPECIFICATIONS, OR CONTINUITY WITH LOCAL ORDINANCES AND RESTRICTIONS TO THE OWNER AND/OR ENGINEER. 1.2.6. CHANGES 1.2.5,1. NO CHANGE FROM THE GENERAL CONTRACT SHALL BE MADE WITHOUT AUTHORIZATION FROM THE CITY INSPECTOR AND THE LANDSCAPE ARCHITECT. 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, ALTERATION OF THE 0VERAl.L 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 1.2.6. HIDDEN OBSTACLES 1.2.6.1. 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 CONFLlCT 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. 1.2.7. PROTECTION OF LIFE AND PROPERTY 1.2.7.1. CONTRACTOR SHALL PROTECT ALL CONSTRUCTION AND LANDSCAPING FROM DAMAGE AND, WHEN REQUIRED, PROVlDE GUARDS OR COVERING. ANY DAMAGE SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. CONTRACTORS ON THE JOB SHALL CARRY THE FOLLOWING INSURANCE: (A) WORKER'S COMPENSATION, (B) PUBIJC 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 -$250,000 PER INDMDUAL PER OCCURRENCE PROPERTY DAMAGE -$100,000 PER OCCURRENCE AGGREGATE 1.2.7.2. THE CONTRACTOR SHALL CAUSE TO BE NAMED AS ADDITIONAL INSURED IN SUCH CONTRACTOR'S PUBLIC LIABIIJTY, CONTRACTOR'S PROTECTIVE LlABILlTY AND AUTOMATIC LlABILlTY INSURANCE POIJCIES THE FOLLOWING: GILLESPIE DESIGN GROUP, INC. 8910 UNIVERSITY CENTER LANE, #580 SAN DIEGO, CA 92122 1.2.7.3. CONTRACTOR SHALL NOT CAUSE THIS P0IJCY TO BE CANCELED OR PERMIT IT TO LAPSE, AND THE INSURANCE POIJCY SHALL INCLUDE A CLAUSE TO THE EFFECT THAT THE POLICY SHALL NOT, AT ANY TIME DURING THE CONSTRUCTION PERIOD, BE CANCELED OR REDUCED, 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 UNF1T. 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 CONTRACTUAL 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 CONTRACTORS OF RESPONSIBILITY FOR GUARANTEES STATED IN THE CONTRACT, OR OF RESPONSIBIIJTY FOR FAULTY MATERIALS OR POOR WORKMANSHIP. THE CONTRACTORS 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 TRIPIJCATE. 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. THE STANDARD SPECIFICATIONS, CODES, AND REGULATIONS OF THE CITY OF CARLSBAD 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 IN THE CONTRACT DOCUMENTS. 2.2. PRIME RESPONSIBIIJTY 2.2.1. THE PRIME LANDSCAPE CONTRACTOR SHALL ACCEPT COMPLETE RESPONSlBILITY FOR ALL SUBCONTRACTORS AND PERFORM SUCH WORK AS COORDINATION AND SUPERVISION AS MAY BE REQUIRED TO COMPLETE THE WORK; SUCH AS SCHEDULING, CORRECTING ERRORS AND OMISSIONS, INITIATING CHANGE ORDERS AND BILLINGS, NORMALLY ASSOCIATED WITH THE FUNCTION OF PRIME CONTRACTOR. TO COMPLETE THE SCOPE OF THE WORK 2.3, LANDSCAPE ARCHITECT'S FUNCTION 2.3.1. THE LANDSCAPE ARCHITECT SHALL HAVE GENERAL LANDSCAPE 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 DELAY CONSIDERED ACCEPTABLE ARE THOSE WHICH CAN BE PROVEN TO BE BEYOND THE CONTROL OF THE CONTRACTOR. 2.4.4. THE CONTRACTOR SHALL SUBMIT THE NAME AND BACKGROUND EXPERIENCE OF THE PROPOSED FOREMAN OF THE JOB. 2.4.5. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND FEES TO COMPLETE WORK. 2.4.6. ALL MATERIALS SHALL BE STANDARD, APPROVED, AND FIRST GRADE QUAIJTY, AND SHALL BE IN PRIME CONDITION UPON ACCEPTANCE. 2.4.7. WORK SHALL BE PERFORMED WHEN WEATHER CONDITIONS PERMIT PROPER AND SATISFACTORY RESULTS. 2.4.8. 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 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. PART 3 -SPECIAL CONDITIONS -CITY OF CARLSBAD FROM THE LANDSCAPE MANUAL OF CITY OF CARLSBAD RESTRICTED OR LIMITED UNTIL FIFTEEN (15) DAYS AFTER ALL SECTION IV.E A. STANDARD #1-COVER CROP/JUTE MESH COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF JUTE MESH SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. JUTE MESH SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR JUTE MESH SHALL BE USED. B. STANDARD #2-GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). C. STANDARD #3-LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LlNERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD 14-TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. E.3-1.2 AREAS OF APPLICATION (PLANTING) E.3-1.2.1 SLOPES ~ 6,1 OR STEEPER AND: A. 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBIJC WALKS OR STREETS REQUIRE AT MINIMUM STANDARDS #1 (COVER CROP AND JUTED), B. 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1. #2, AND #3. C. IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3, AND #4. E.3-1.2-2 SPECIAL CONDITIONS E.3-1.2-2.1 AREAS GRADED FLATTER THAN 6:1 REQUJRE STANDARD #1 (COVER CROP) WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS, A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBIJC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. E.3-1.2-2.2. AREAS TO BE HYDR0SEEDED SHALL FIRST BE DISKED OR ROTOTILLED TO PROVIDE A FRIABLE, LOOSE SEED BED. SECTION V A. INSTALLATION A.1 SLOPE REVEGATION/ER0SION CONTROL A.1-1 CONSTRUCTION SCHEDULE A.1-1.1 PRIOR TO START OF GRADING, THE APPLICANT' AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTIJNING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. A.1-1.2 SPECIAL CONSIDERATION SHALL BE GIVEN TO WATER AND ELECTRICAL SERVICES. A.1-1.3 IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. A.1-1.4 THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AT EACH LOCATION IS ACHIEVED. A.1-2 IRRIGATION INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. A.1-2 PLANTING PLANTING AND IRRIGATION FOR THE AREAS DESCRIBED ABOVE UNDER A.1-2 SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. GENERAL CONDITIONS SHORT FORM 1. THE CONTRACTOR SHALL CAUSE TO BE NAMED AS ADDITIONAL INSURED IN SUCH CONTRACTOR'S PUBLIC LIABILITY, CONTRACTOR'S PROTECTIVE LIABIIJTY AND AUTOMOBILE LlABILITY INSURANCE POIJCIES THE FOLLOWING: (A) CATELLUS RESIDENTIAL GROUP, 5 PARK PLACE, SUITE 400, IRVINE, CA 92614 (B) GILLESPIE DESIGN GROUP INC., B910 UNIVERSITY CENTER LANE, SUITE 5B0, SAN DIEGO, CA 92122, (C) LAMCO HOUSING DBA: WESTERN PACIFIC HOUSING -SAN DIEGO DIVISION. 2. ANY CONTRACTUAL OBLIGATIONS THAT SUBCONTRACTOR MAY ENTER INTO W/ OWNER/GENERAL CONTRACTOR ARE HEREBY INCLUDED INTO THESE PLANS. WHEN CONFLICTS OCCUR BETWEEN PLANS AND SUBCONTRACT, THE STRICTER SHALL APPLY. 3. THESE PLANS AND DIMENSIONS ARE APPROXIMATE ONLY, AND F1ELD CONDITIONS MAY CAUSE MINOR VARIATIONS OF WHOM OWNER, GENERAL CONTRACTOR. AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED BY SUBCONTRACTOR IN WRITING. REVISION DATE ~.2.QQ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE ____ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE l----+--+-------------t----i----r-----t---------1 w CITY PLA~N~G ~!R~M~N~ BAD ---•l-----4------~~-----------t---+-------t------t-------t ,--------------------, GENERAL NOTES FOR: RANCHO CARRILLO FAMILY HOUSING, VILLA.GE B, LOT 207 f: ADDITIONAL INSUREDS HAVE RECEIVED WRITTEN NOTIIECDE ALESTTEEVRIDSENCED E.3 _1 SLOPE PLANTING DRAWN J.s .. J.A. ~ BY RETURNED RECEIPTS OF REGISTERED OR CERTIF , E.3-1.l SLOPE PLANTING STANDARDS 8910 UNIVERSITY CENTER LANE APPROVED J.P.l----t----+------------------1----t---i----t------1 APPROVED LA~~// ::;, .::..,_,cw;; ] 1.2.7.4. THE CONTRACTOR AGREES TO HOLD THE OWNER AND SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SUITE 580 ---------1----+--+-----------------+----+---·-.----,.--~ .:,-~L- e, LANDSCAPE 'ARCHITECT HARMLESS FROM ANY CLAIMS ARISING OUT OF SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING ~A::::S::::S::::IS::::TA::::N::T=P::::LA:::::::l::::G~o;1R";E=C~~T:-::O;R~~~~~;~~~~~=;-··-;:·"-='''=0A=T=E-;=· ~· :L1 HIS OPERATIONS OR THE OPERATIONS OF ANY OF HIS SUBCONTRACTORS, STANDARDS: SAN DIEGO CALlFORNIA 92122 _Jo_B_N_o_. ____ 9_7_-_10_0--t----::-::::::-~~~,---------------,~:;:--t=:;-----,,.=,;;-;;:;;--::-1 owN BY,--·-··· ~-""P"'R"""O.,,JE""c""T-N"""o"".--. fJ, MATERIAL SUPPLIES, OR AGENTS. 619 , 558 , 8977 vD~Ac'..TE~ ____ .,21:!;2::,:,S~l~.9~8:f-:::'.DA~:r~E~"-.:::IN~IT'.::W..'.::: REVISION DESCRIPTION DATE INrTIAL DATE INITIAL CHKD BY:____ SDP 97-15 ~,,.. -ENGINEER OF WOR' OTHER APPR0V.AL CITY APPROVAL RVWD BY: C.T. 97-02 ~: FAX 619 • 558 • 9188 ~SE_C~AL~E~ __ ___:A~S~S~H~O~WN~l::=~..::::..::":J.. ________________ .L:::.:.::~.:::::::~J..=~==::...J~~~~~~~~:::~~::::~~::::::::::.:~:::::::::::;J i·)t: L.---------------------------------------------------------------------------------------------------------------------------------------------,~~""l':'r'1~-~~"""'l~~i"""-----C. M. W. D. 98-523 DRAWING NO. 359-7M , , i I I I I I-cc-./-- 1 I I \ \ \ \ I I \ \ \ '· __ _\----- \ \ ~\:/' '-<""/ ;,(' \ / 1-. I\ 1\ I I I I I \ 1-----_-_ I I I I I I I I I .I -. ·---1, " I' t .. :·, I I I 8' 6" 6' \ I .,I... I I I I \L__IY I I 6' I I I I \ ------t·--· -·--/· -------+-···· --~-~ .... '---'---'-'-'--'-_._._. ~~~ ._._ -------., ' "' ' '-6" "' 10' ---j ;o J> V) I \, I ' ' ♦I I I ,, I \, I ·, \\ \ I I I 3" I ' <t> ' I ,_ 5· I +-I "---- "' 1>: .. "' ,1: +·-- •I, I ~'- \ (._.· I u : r-::~s..~:;-----~-----; '\ ~--,--,-,--r--rr;1---.f-c__------J.0 I ___ r-t~~~-:_:--~--.i..,~:~=r I I I-- I 1--:-------~ C ~ , --I :::,,..,.;;=:=>,-,, ' "' \1 I I I I / 5' I \ ..I 'r1' I I ' I I I I J., 9't3". I ~- I I I I ..•.. I ' ,, '-6" "' 2:"'!:,:----~®:;;11 : I --.r---1 -r=-_'.}, -"' a, ~ MATCHLINE -SHEET 4 IZJ --· ---··---· ' . ' ',' '. -,, :r--0....-;:..._. J. ~ "' . -- 1 \ ' I ' I I , I J; I ' ' ♦ . ; I ' --·-+ -+--I·------'-- 9'-9" 14 "-3" ---_,,___ __ _ S'-3" ·'\ "" ---':"'"--------- f?'-.'.,_ -_: ... -'-1 -'-\ ' ...... \ \ ,, _.\ ',•i•'f •, --'~-_!/_;-_ ~,,, . ., :,, ' ' ' 8910 UNIVERSITY CENTER LANE SUITE 580 SAN DIEGO CALIFORNIA 92122 619 • 558 • 8977 FAX 619 · 556 • 9166 -·-+-- - n ~ \I l I I I I I I I . o· I I I I I I I I I I I I I I I I :n 0 ~ D 20' '· '\ I I 40' I I \ 1, ' ,, ' \ -\ \ I I I I I ' I ' ' ' ' ' ' ' ' I I ' I I ' I I ' I I I J I ' ' ' I f ' I f , I I ' , ' ' I ' ' ' ' ' ' ' ' I I , I I I i I I , I I I I I I I 80' @ ® (J) ® Q) @) ® @) RED\,IDOD HEADER -SEE DETAIL F/6 CURB PER CIVIL PLANS ENTRY MONUMENT \,/ALL -SEE DETAIL E/6 CONCRETE \,IALK\.'AY, INTEGRAL COLOR CONCRETE, DAVIS 'SAN DIEGO BUFF' \,I/ LIGHT BROOM FINISH PER CIVIL ENG. PLANS RETAINING VALL PER CIVIL ENG. PLANS TRASH ENCLOSURE GATE PER ARCH. PLANS POOL -SEE DETAIL A/6 GATED ENTRY VROUGHT IRON FENCE -SEE DETAIL B/6 TOT LDT CURB SEE DETAIL D/6 CONCRETE STEPS -SEE DETAIL C/6 0 AREA DRAIN CONNECT TD CIVIL DRAINS -SEE DETAIL H/6, Iii! DRAINS PER CIVIL ENGINEER TOT LOTS: MANUFACTURER, LITTLE TIKES COMMERCIAL PLAY SYSTEMS C/0 PACIFIC DESIGN CONCEPTS GREGORY CLARK P.O. BOX 1909 HUNTINGTON BEACH, CA 92647 (714> 846-4885/FAX (714) 846-3485 ITEMS INCLUDE, (QUOTE ND. 980004482) L TCPS-2-14075 L TCPS-2-42313 L TCPS-2-47410 L TCPS-2-47416 LTCPS-2-47424 LTCPS-CUSTRCV THE \,/HALE SPRING RIDE, COLOR, BLUE TRICERATOPS PLAYGROUND SCULPTURE -JIGGLE F □□T MAXPLAY STATION 1 BASE MAXPLAY PAVILION BASE FLOATING STONES ATTACHED TD A STANDALONE, CUSTOM DESIGN STRUCTURE INCLUDES, (2) DECKS, (2) SLIDES, (D CRAVL TUNNEL, (I) TRANSFER STATl □N, (]) ROOF, (4) PANELS. SUB BASE SHALL BE CONCRETE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE ____ EXP. ___ _ REVIEWED BY: DATE INSPECTOR DATE l------+---+-----------+-----+---+------l--------1 ~ CITY OF CARLSBAD I SH1E8ETS I ~ PLANNING DEPARTMENT REVISION DA'l'E 2.2.99 ===-=-=--:-::::::1--t--_j_ ___________ _j_ _ _j.____+--+-----I CONSTRUCTION PLAN FOR: RANCHO CARRILLO FAMILY HOUSING, VILLAGE B, LOT 207 DRAWN J_S .• J.A_ APPROVED J.P. JOB NO. 97-100 DATE 12,31-96 DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION SCALE 1 "-20' u, ~ r '" ,_, " c, r-~ "~-~ :.=J C. ' ' ~--' ,-., c-.·, ,_·,w .. --' ;-r:;:,- ~t.,.J . "' '.?C:i ~-" t-P ·, ~ >-c:.' rn ,-, '·. ,·, , __ , ·' :3(_",:, Cl:. •• /', LL - I I ;<· / i I / I, / I I . I "/ /1/<.D i I I • ' ' \ ' I:: . ' u :1 '/ JLLAI..JC. "E' 1..111 ,~I.lb I I I I I I I I I MA TCHLIN:: /' ' /(,, u ' I I I I . /· VII I Al,I 'W ,_!H i'(l8 / ,. I/ // I I I' I ' I ' I I -~-- ""9'• I I ........... / / / .-'-/-,'-( \ 'Y-fl' '\Ii:·}~~~ (j) RED',/00D HEADER -SEE DETAIL F /6 ® @ @ CURB PER CIVIL PLANS ENTRY MONUMENT ',/ALL -SEE DETAIL [/6 CONCRETE ',/ALK',/AY, INTEGRAL COLOR CONCRETE, DAVIS 'SAN DIEGO BUFF' ',// LIGHT BROOM FINISH PER CIVIL ENG. PLANS (]) RETAINING ',/ALL PER CIVIL ENG, PLANS @ TRASH ENCLOSURE GATE PER ARCH. PLANS (j) POOL -SEE DETAIL A/6 @ GATED ENTRY (El ',/ROUGHT IRON FENCE -SEE DETAIL B/6 @) TOT LDT CURB -SEE DETAIL D/6 ® ® CONCRETE STEPS -SEE DETAIL C/6 0 AREA DRAIN CONNECT TO CIVIL DRAINS -SEE DETAIL H/6, @) Iii DRAINS PER CIVIL ENGINEER I I I I ' I I I I I I I I I I I I I I I I 8910 UNIVF.RSITY CENTER LANE SUITE 580 SAN DIEGO CALIFORNIA 92122 619 · 558 · 8977 FAX 619 • 558 · 9188 I I I I I I I I I I I I I I I I I I I I I ' I I I I ' I I I I I I I I I I I I I I - I \ \ I I \ \ Ii··· \ \ ~ I / .. _ §------- I I --7 / L I \ -- \ \ ~\ ELEMENTARY PLAY AREA SCALE: 1 "=1 O' APPROVED FOR PLANTING • AREA SCALE: 1"=10' I/ ·--l •. \ "AS l BUILT" AND IRRIGATION ONLY, FDR CONSTRUCTION DETAILS & NOTES SEE SHEET 6 INCLUDING PRECISE RCE EXP. DATE LOCATION OF PLANTING REVIEWED BY: I I AREAS. -it " Q' 20' 40' 80' ... INSPECTOR DATE -·--"···'·'"' . , .......... ____ I S4ET I CITY OF CARLSBAD U§J •••w•"~•,~-=•••~ I,-·-- PLANNING DEPARTMENT 8 ---~ .. ---~~-~ ·······~~--""'"'"'""'·•·-··c ~·~-- .. . CONSTRUCTION PLAN FOR: REVISION DATE 2.2.99 RANCHO CARRILLO FAMILY HOUSING, VILLAGE B, LOT 207 DRAWN J.S., J.A. APPROVED~ APPROVED J.P. ... ,.,. ----·--····· 3-3dff' ASSISTANT , ~ •. 'ING DIRECTOR DATE 97-100 JOB NO. DWN BY: PROJECT NO. DRAWING NO, DATE 12.31.98 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: SDP 97-15 --~"'" '"""" 359-7M ENGINEER OF WORt REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 97-02 SCALE 1 "-20' ,,•.':fL------------------------------------------------------------------------------------~""l"'"':"l~---0:~-,i!"""" __ _ " C.M.W.D. 98-523 • C '-'' , -,: r;· ' :--',.. ·-I ,...,_ ',,,, .-~-. '>·::'J ?-: 7-- '."f ,~-: ".::;. ~,: :: ~ '.aa:~. I U\ \~;-~, ct: 2 ~~- \)" . Cl) ® 0 0 ® ® (j) ® ® @) / REDV □OD HEADER -SEE DETAIL F/6 CURB PER CIVIL PLANS ENTRY MONUMENT VALL -SEE DETAIL E/6 CONCRETE VALKVAY, INTEGRAL COLOR CONCRETE, DAVIS 'SAN DIEGO BUFF' \,// LIGHT BROOM FINISH PER CIVIL ENG. PLANS RETAINING 'w'ALL PER CIVIL ENG, PLANS TRASH ENCLOSURE GATE PER ARCH, PLANS POOL -SEE DETAIL A/6 GATED ENTRY \,/ROUGHT IRON FENCE '-SEE DETAIL B/6 TOT LDT CURB -SEE ~ETAIL D/6 CONCRETE STEPS -SEt DETAIL C/6 0 AREA DRAIN CONNECT TD CIVIL DRAINS -;',EE DETAIL H/6, l!!I DRAINS PER CIVIL ENGINEER / / / / / / / / / ,., 1(1 11·1 II ... 'I' II ,., 1(1 1,·: II ,., i11 II l'I 1(1 I.I '1' " 1·1 'I' " ,-, 111 :,·: / / II / 1·,1 / / I I, . 1-, / Ah / ).'I / I ; ; /; I/ / // / '. ' ' ' i ., ' \ \ ,.,i ', 'v ILL"l~E '!:I' 1111 ;'(It, VILLAGE il' LDT 20~·, / / •..:,.~-- TYPICAL / 1/j} EQ. 1 I (/ I . ·/ / // EQ. J -I . " " r:: ' :) STAIRWELL SCALE: 1 "= 1 Q' // / / LAYOUT / / .---.. __ / ~ 9 ' ! i .. I ----r TYPICAL STAIRWELL LAYOUT SCALE: 1 "=1 O' 8910 UNIVERSITY CENTER LANE SUITE 580 SAN DIEGO CALIFORNIA 92122 619 · 558 • 8977 FAX 619 . 558 • 9188 -...... • ...... ......... ···-.... '-...._ • ..• FOR CONSTRUCTION DETAILS & NOTES SEE I ,,./ ,,,i. ,,;,, o· 20' 40' - --1--~-------• 'f' ,. ~ ' ' ~1•·1,. / . REVISION DATE 2.2.QQ . DRAWN J.S .• J.A. APPROVED J.P. JOB NO. 97-100 - DATE 12.31.96 DATE INITIAL _, .... -•~ SCALE 1"-20· ENGINEER OF WORf 8 SHEET 6 -~--•-"•---· - -n•••w•-- REVISION ·---...... " '" -........ .... ..., I / I I I I ·-ii/ 1/ I -.. _ -- / I ::,;_ ~ ..., I I I, ....__ ;i/ fl / ' ' I I ;/ I " ' I // 1 // ,, " 1.' •I ---- I I I I I I I I I I I I I I I I I ;/ / I ' I / ' I ' I I I I I I I I I I I I APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP, DATE LOCATION OF PLANTING REVIEWED BY: I AREAS. 80' INSPECTOR DATE ~~-"•"'•"" I $SET I CITY OF CARLSBAD CT;J PLANNING DEPARTMENT 8 .,, __ ,- -~-·--·"'''" -~~-·-"· CONSTRUCTION PLAN FOR: ... " RANCHO CARRILLO -··- ~-~··· --··· FJ\.MILY HOUSING, VILLAGE B. LOT 20"1' ... ------__ , __ ,,.,. 1----······ ____ , APPROVED ~,.iJ 3-30-77_,_ ASSISTANT Pl !>:r;fNING DIRECTOR DATE , .. ,-r·---- -------·-·-· DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY; SDP 97-15 DESCRIPTION 1--~-•"•~w•••••• 359-7M OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 97-02 ''..-t:.1-----------------------------------------------------------------------------------------------------------------------------------------------------------------------~!.""'~:"":~~~--:::~~"":!!!":!~~------r,-C.M.W.D. 98-523 12-1;2· 3 8 <l.,., ' 4 1 0 l-------'-+-7 SECTION 3 1-1 /2" 4" 0 CD POOL DECK/TOPPING SLAB-"SAN DIEGO BUFF" W/BROOM FINISH. 0 PRE-FORMED EXPANSION JOINT W/ WATERPROOF CAULKING TO MATCH POOL DECK 0 POOL COPING-PACIFIC CLAY SAFET'I' GRIP 8ULLNOSE COLOR-DARK IRON SPOT 0 LATCO TILE, NA 61, AVAIL FROM SOUTHWESTERN CERAMIC TILE (619) 298-3511 ® LATCO TILE. NA 2 ® GUNITE BOND BEAM 0 POOL SURFACE-WHITE PLASTER. ® STRUCTURAL SLAB PER ARCHITECT. ® WATER LINE @) RETAINING WALL PER ARCHITECT'S PLANS. G]) SEISMIC JOINT PER ARCH. DWG. A POOL AND SPA COPING NTS CD HEAVY DUTY SELF CLOSING HINGES W/ CAN'T SLAM CLOSER 0 TUB. STEEL GATE W/2' RD. FRAME & 5/8" RD. PICKETTS, W/ HEAVY DUTY SELF CLOSING HINGES & LOCKING LATCH 0 2X2 TUB. STEEL POSTS 8'-0" O.C. MAX. EQ. SPACED 0 2X2 TOP AND BOTTOM RAILS ® 5/8" RD. PICKETS 4" O.C. © HEAVY DUTY SELF LOCKING KEYED LATCH (PLATED) W/ PULL ON 2"X2" POST GATE STOP. INSTALL PUSHBAR PANIC HARDWARE, 42" FROM TOP OF DECK, ON POOL SIDE OF GATE. EXPANDED WIRE MESH GROUND ALL EDGES SMOOTH MIN. 18" FROM ALL SIDES OF GATE 4'-0" 2 3 ~•I' C i ' 1,.,/ ' ', 1/ I/ c, ' ,· ' / f". 1·, -~ 0 I/ I I/ "' / ·'" •, • ' / . ·.·-~=~14 ~ 15 ' I/ '• / • · .. • ft-~.-'--{16 ' -~ "" 0 ;,;-p" e'O ~T Ci\··r •-; 1 01' © SLOPE TO DRAIN ® COMPACTED SUBGRADE PER SOILS REPORT @ CONCRETE FOOTING SOFT SURFACE AREA G]) CORE DRILL AND SET POST IN POR-ROCK C MASONRY WALL @ CONCRETE PAVING I 4 ;-0 6 .--~ ' . 7 -!_?l " _ Bl ., . )1~11 , I, l-·-1 I I--Ill· J".;~ --1 i ·~II• 1 'ro I N ' ·rr I I ........ N -· --., I 11 -00 ™ •., '·~ I 11 " ~ ' ' -~ Ly-" N . ~ \:.:'. 1 2 J, ' ' 8" TUBULAR STEEL POOL FENCE 2' 1 ' NOTE: STEPS SHALL RECEIVE A HEAVY BROOM FINISH. ' 10 J , 4 • • <.O ' N • <O 12" , n G) CONCRETE WALK-SEE DETAIL G/5 ® LINE OF FINISH GRADE @PLANTING AREA 0 CONCRETE CURB W/ #3 REBAR CONT. TWICE © WASHED PLASTER SAND, 12" MIN. ® COMPACTED SUBGRADE ® 3" PERFORATED DRAIN LINE IN 3" BAND OF 3/4" WASHED GRAVEL. SEE PLAN FOR LOCATION AND CONNECTION TO AREA DRAIN SYSTEM. 0 FILTER FABRIC ---- i I 5 -, ' .. ' ' • . ' " ; • • • " . ' • 3 CD CONTROL JOINT 1/4" RAD. TOOLED EDGE 1 /2" DEEP, 5' O.C. UNLESS NOTED ® 1/2" FELT EXPANSION JOINT 1 / 4" RAD. TOOLED EDGE 15' O.C. UNLESS NOTED, CAULK TO MATCH PAVING -1 i 1-1 I 1--1 I I 11---1 ---'3' 4" NOM. CONC. PAVING, ' -111-11 1~11 i=i I i=i 1-w---i..4 ~ ~~~0~0~~~ FINISH ' , I 1= 0 90" COMPACTED SUB 1 1 --~-1---0 I • > ~ .-'J _I -,'1 ~ ,; . ~ ,, ~ .. . .. I L -•r-1l~-111:=:l-;-l:=:11.1:=:I 1=:......i1 f j11-t --=__,® ® GRADE ® FINISH GRADE 1 "@TURF, 2"@SHRUB AREAS @ 4" NOM. CONC. PAVING, COLOR AND FINISH PER PLANS 0 CONCRETE CURB WHERE OCCURS ® 90% COMPACTED SUB-GRADE ® WIDTH PER PLANS TOT LOT CURB AND DRAINAGE NTS G CONCRETE WALK NTS • JNc c•ll c ::·DOTIN(; {i.l _,;_'Jf\lCl~'l ... 1 .. P.1\VI \JC (8) WELDED ANGLE TOP & BOTTOM @ 3/8" LEAD EXPANSION BOLT W/ 2-5/B" LAG SCREW @ CMU WALL @ MOUNTING BRACKETS TOP AND BOTTOM WELD TO PANEL IN SHOP, WELD TO POST IN FIELD NOS, 4" DIA. GREEN ATRIUM GRATE IN SHRUB AREAS OR 6" GREENFLAT GRATE IN LAWN AREAS FINISH GRADE -MINIMUM 2% SLOPE TO DRAIN INLET 4" DIA. PVC RISER -LENGTH AS REQUIRED 45' PVC ELL 4" RIGID POLY DRAINPIPE-MIN. 1% FALL 90% COMPACTED SUBGRADE NTS H DRAIN GRATE ON PVC RISER NTS CD PAVING PER PLAN @ NO. 3 REBAR CONT_ @ CONNECTION PER STRUCT. ENG. (I) COMPACTED SUBGRADE PER SOIL'S REPORT. @ NO. 3 REBAR 24" O.C. BOTHWAYS -HOLD IN CENTER OF POUR -3" MIN. CLEAR FROM EDGE OF FOOTING @ CONRETE FOOTING (Z) GROOVES PER ADA REQUIREMENTS. GROOVES SHALL BE PAINTED WITH A SLIP RESISTANT PAINT. SUBMIT SAMPLE TO TO LANDSCAPE ARCHITECT PRIOR TO APPLICATION. @ 1-1/2" DIA. GALVANIZED PIPE-APPLY TWO COATS OF PAINT, COLOR & TYPE PER OWNER. CORE DRILL PIPE INTO PAVING A MIN. OF 6" & SET W/POR-ROK OR APPROVED EQUAL. @ CONC. CHEEK WALL CD 2X4 REDWOOD HEADER (CONSTR. GRADE) USE (2) 1 X4 REDWOOD HEADER FOR CURVED EDGES-SEE PLAN 0 FINISH GRADE 1" FOR LAWN AREAS G) FINISH GRADE 2" FOR GROUND COVER AREAS 0 (2) Bd GALV. NAILS PER STAKE © 1X2X12 REDWOOD STAKE AT 8' O.C. ll=lil ~Ill =1 I I 11_· 11- I I I::: 8910 UNIVERSITY CENTER LANE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE ____ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD I SHEETS I --+---+---------------+---+----+---+----1 L__§_j PLANNING DEPARTMENT 1 8 _______ J-1--_ -_ -_ --1-1--_ -_ ---1--1--_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ --1-1--_ -_·-_···--1--_-_····-1-·-=-~-+---1 CONSTRUCTION DETAILS AND NOTES FOR: RANCHO CARRILLO REVJSION DATE 2.2.QQ FAMILY HOUSING, VILLAGE B. LOT 207 DRAWN J.S., J.A. APPROVED J.P. 1----+---+--------------+---l---+---+-----I APPROVED .3'-~~fl£ 8 -----------Jl---l----l-----------------1----1---+---I-----I ~A~SS~IS~TA~NjrT~~i!ilN~GED~l~RE~C:flTO~Rc===~~~~D~At~E==J ~~ C ON C R E TE STE P S W / H A N D R A I L SCALE: 1" = 1 ' -"F R ED WOO D H EA D ER _0-=:=::-A-'-PP=1:~'-'-:~=-L +--=c:=TE=--Af'.LP~=:™L=AL'-'I '-'-'-E=K~'--'1=' :=. ==l '------'~=~T.,_,_~J--'Ei"-"~-N-"'i~...__. SUITE 580 SAN DIEGO CALIFORNIA 92122 "" .. L __________________________________________________________________________ ::.::...=...::: __ .;;~;;;;;;;;;;;;;;;;;;;~~!:====:::===============::::====:!:====::====::;;;:;::;:::;=:::;:;=;:;;====::!J 0 ~ .-·:;, <.:•:~: C.M.W.D. 98-523 JOB NO. 97-100 NTS 619 • 558 • 8977 12.31.98 DATE INITIAL DATE FAX 619 • 558 • 9188 ENGINEER OF WOR REVISION DESCRIPTION SCALE AS SHOWN DRAWING NO. 359-7M • 4 ,.,., 7 < 4 •· <".•: 7 • (:,;:; <.JLD . ~ ,:\ _.,,. u ... i < "' '' < :f:'!} ::·ig ,_:. ,=-., ,_ -''" '''"' , .. I ~'; ,'" '<"> '-"? ;:; ;, "'· ILl-~'- l, 11-nt~\...--\ . ~r I ~\ ----1t----t-,-.._ 32 18 PRDf>ERTY LI MATC LINE -- - SEE SHEET SEE SHEET SEE SHEET 10 12 13 AND FOR FOR @ I ! f'I"'• H L. I N II, .\ ' ~Al,<,\1.-01" Wl\6 ""6. I IJ t..1 N 8 oF ------~"---.- ,;._ . : --+-·~ I --- ER INT □ LAY # 11 FOR IRRIGATION IRRIGATION DETAILS. IRRIGATION LEGEND. SPECIFICATIONS. /~--~ . , pt ., " :.1, ,¢' '-s, ~ ~ , I . I TION I ----+---- I I •o UNfflRSITY CDl&i W. sum: 5111 SAi .-0 CAWOlllili tll2Z MI . !!lifJ . t!l11? Fil 819 · 568 , 9188 ;., .. ,,. '.' ·-" -~ I 1/ -~ J 20 INSTALL SLOPE IRR PER PLANS BY DNA ""----'1---+-.,-,..-+--H-LANDSCAPE ARCHJT C DATED 2-23-98. D'.IG 11331-IL. r,□J I I I I IGATION MAINLINE AND C UM. bBLE TUB-OUTS PROVIDED THERS (OUTSIDE PROPERTY) / PROPERTY LINE EXISTING SOUND 1./ALL I I I I I I I I I I I ' NOTE; PARKING LOT PERIMETER SHALL BE IRRIGATED FROM RECUIMED WATER SERVICE LINE SERVING SLOPE SYSTEl,I ALONG PALOMAR AIRPORT RD. CONNECT NEW MAINLINE TO 2" EXISTING WAINLINE AT THIS APPROXIMATE LOCATION. CONTRACTOR SHALL INSTALL ISOLATION R£LAYS ON ALL 4 WIRES AT NEW CONTROLLER FOR THIS PROJECT AND AT EXISTING CONTROLLERS FOR ALL WIRE CONNECTIONS TO THE EXISTING ~ER CONTROL VALVE AND PUUP START RELAY, TO PREVENT DAMAGE TO THE CONTROLLERS DUE TO CROSS CONNECTION. ROUTE NEW WIRES FROM STUB-OUT FLOW SENSOR TO NEW CONTROLLER AND CONNECT TO SUPPLEMENTARY FLOW SENSOft BOARD ,.S PER MANUFACTURER'S RECOUMENDATION. ALL PIPING FOR PERIMETER SYSTEMS SHALL BE RECLAIMED WATER PURPLE COLORED WITH RECLAIMED WATEit WARNINGS. ALL VALVE BOXES SHALL BE PURPLE COLORED WITH RECLAIMED WATER WARNINGS. ALL HEADS SHALL HAVE "NP" CAPS WITH RECLAIMED WARNINGS NOTE A, POC TO BE 11/2" DOMESTIC (FUTURE RECLAIMED) WATER METER WITH A 2" SERVICE LINE. VERI~ POC SIZE, LOCAtlON, ANO PRESSURE, IN FIELD, WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. STATIC PRESSURE DESIGN PRESSURE UAXIMUM DEMAND NOTE B: 117 PSI 97 PSI 45 GPM CONTROLLER A & B ; SHALL BE RAINMASTER MOD. f DX30-WM-OJ WITH FLOW SENSING BOARD, INSTALLED INSIDE STRONG BOX SB-24-SS STAINLESS STEEL ENCLOSURE. ROUTE EV-CAB-COMU CABLE BETWEEN CONTROLLERS A & B UTILIZING FLOW MAX. ROUTE A & 8 CONTROLLERS TO OFF SITE. CONTROLLERS A & B SHALL BE PROGRAMMED TO OPERATE SEQUENTIALLY. FINAL LOCATION Of' CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COWMENCING WORK. NOTE: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMOOATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. MAINLINE AND LATERAL LINES SHOWN WITHIN PAVING AND BUILDINGS FOR CLARITY ONLY, ACTUAL UAINLINE LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18" OFF Of' ADJACENT HARDSCAPE ANO OTHER OBSTACLES T'l'P. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COUMENCING WORK. -------t--J---1--------NOTE; 0 :0 I I I I I I I I I I I I I I I I ) I CONTRACTOR SHALL ADJUST AND C/>P OFF EXISTING IRRIGATION SYSTEM IN ADJACENT AREAS AS REQUIRED TO ACCOMODATE FOR PROPOSED SITE IMPROVEMENTS (INCLUDING THE ADDITION OF RETAINING WALL). SYSTEM SHALL PROVIDE COMPLETE COVERAGE AS APPROIIED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL BC RESPONSIBLE FOR . THE COMPLETE ADJUSTMENT /t.lODIFlCATION OF EXISTING IRRIGATION SYSTEM WITHIN THIS AND OTHER AREAS AFFECTED BY THE PROPOS£D IMPROVEMENTS. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. HEAD LAYOUT IN THIS AREA IS DIAGRAMATIC AND SHALL BE ADJUSTED AS REQUIRED IN FIELD TO PROVIDE PROPER COVERAGE. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION Of ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IUPROVEMENTS. CONTRACTOR SHALL REPAIR SAJD SYSTEMS TO A LIKE NEW UANNER, PROVIDING COMPl,.ITE 1 aox HEAD TO HEAD COVERAGE IN ALL AREl,S WITH SYSTEM LAYOUT ,.S APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONlRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODlf'ICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. I I !STING SOO<O O"-f I I I "AS BUILT" '/E I APPROVED FOR PLANTING [Ll]J • I AND IRRIGATION ONLY, e·l'5·a> INCLUDING PRECISE ~tt· l~t;.Z -c. 4-·t1I DATE LOCATION OF PLANTING RIEWED BY: • I I I I AREAS. -·· ... ~t\* ~·/:b.J?~ ,'!,,, ,} !41, ' o' 20· 40' 80' INSPECTOR CATI: 1, /1",/ 00 ..1-t' /Z, M-,, !'7rll, :T 12..-:\/l'?(a,,l,';1 "Tf')_Jfl.iJ~. . .,. ·!?,·,., l.;n LLI I CITY OF CARLSBAD 11 s,Ea I . ' t-,'I.Al/llUJi,-j. 1/M '-/"-, _ ·_· _<0-.'7 . --PLANNING DEPARTMENT ' -,. ~ IRRIGATION PLAN FOR: UVIIIION DA'l'lt •.•. 911 RANCHO CARRILLO 1/19/99 2/4/99 FAMILY HOUl!IING, VlLI..AGlt B, LOT 207 INIAW!f , .•.. , .... APPIIOVSD , .•. APPR(MO /,.:;,',M .5~~7£.. ASSISTANT Pt.ANN NG DIRECTOR DATE ll'l'-100 I09 MO. I OWN BY· I PROJECT NO. DRAWING NO. DATIi: 1a.a1.oe 1),1,l[ -DATE INITIAL ()Al[ INl1W. SOP 97-15 REVISION DESCRIPTION CHKD BY: C.T. 97-02 359-7M ENGINEER OF _, OTHER N'f'RO>/AI. CITY APPRO\IAI. RIIWll BY: BC.U.S 1"•20' ' l I ' I J I ci u.. ~'WL-------------------------------------------------------------------------------------------------------------------------~~':'T'"tTM::-""!!:~~:!!"':"'!I' ____ _ () -...: C.M.W.D. 9 • G 'S!-:1 ~., "~ 37 )'1 '1,1,J LU,jlo I' 'SA(..i<-PF "4""'--IL PROPERTY LINE--~ ~' 'V I ':... 1/2 /, ;1 I I I 1/i'~~/'....l-'\ .... I,.,. \.. 1 t-l,fj I' f, 1,1.)1-""' 1-1""'-'V.. MATCHLI ® ~; / A -4 1 -~ _A _C,..,1 ·;:::----(-or--t---.. ... SEE SHEET 7 . ii'~\;-~ ◄ {;,- 'f"'1d'----ND □VER 9 NOTE: SPRAY INTO G THE PLAY AREAS IS 0 ALL □IJED. ~ I I • I / ' • . / .. • I ' • CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE· MAINLINE AND LATERAL LINES SHOWN WITHIN PAVING AND BUILDINGS FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE WITHIN PLANTERS ANO A MINIMUM OF 18" OFF OF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. VERIFY ALL LAYOUT IN FIELD WITH OWNER"S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ~ I NOTE: PARKING LOT PERIMETER SHALL BE IRRIGATED FROM RECLAIMED WATER SERVICE LINE SERVING SLOPE SYSTEM ALONG PALOMAR AIRPORT RD. CONNECT NEW MAINLINE TO 2" EXISTING MAINLINE AT THIS APPROXIMATE LOCATION. CONTRACTOR SHALL INSTALL ISOLATION RELAYS ON ALL -4 WIRES AT NEW CONTROLLER FOR THIS PROJECT AND AT EXISTING CONTROLLERS FOR All WIRE CONNECTIONS TO THE EXISTING MASTER CONTROL VALVE ANO PUMP START RELAY, TO PREVENT DAMAGE TO THE CONTROLLERS DUE TO CROSS CONNECTION. ROUTE NEW WIRES FROM STUB-OUT FLOW SENSOR TO NEW CONTROLLER AND CONNECT TO SUPPLEMENTARY FLOW SENSOR BOARD AS PER MANUFACTURER'S RECOMMENDATION. ALL PIPING FOR PERIMETER SYSTEMS SHALL BE RECLAIMED . WATER PURPLE COLORED WITH RECLAIMED WATER WARNINGS. ALL VALVE BOXES SHALL BE PURPLE COLORED WITH RECLAIMED WATER WARNINGS. ALL HEADS SHALL HAVE "NP" CAPS WITH RECLAIMED WARNINGS ROPERTY LINE I R. IJ 1t,C.V p <>OI... e1q-..-n 1-1" ,._,,___,1-INSTALL S OPE IRRIGA .__,~ PER PLANS BY DNA ------- ~ i5 0 0 :0 I ~ I LANDSCAP ARCHITEC DATED 2-3-98. I I I I I I f • I I I I I I I I :0 I I I I I 0 I I L D I I I I s t, I'!> 00 Rf:VISION DATE 2.2.IHI 1 /19/99 2/4/99 I I I I I I I I I I I I I I I I I I I - SHEET SHEET SHEET 10 12 13 AND FOR FOR # 11 FOR IRRIGATION SPECIFICATIONS. IRRIGATION IRRIGATION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DETAILS. LEGEND. "AS BUILT .. ~F._. ~•l~=.J=p-~_~1t. _:f~·~0~1 __ REVIEWED BY: ---k~~tk INSPECTOR DRAWN I,$., I.A. APPROVED I.P. .. ···-.! VILLAl"if' '!l" ~-;,-'"' 20 ' '-. "/V":'0;,a· Sweeney &: Associates, Inc. 8910 UNIVESRSITYum: 580 CENTER Iffl 1---'lF'--+---------------t-------+--+---+----IJ'AP:;,PRO:.VE:DQ~~~=:;::;::----~~~-~-!e; ::-: : • lrr .. •llan 6••••11'1 • C•ne ... H:'1.• I: LL ; f ·~,, ", .1·· . '•• ----------i---+--+----------------+--+---+--t----i ;AS=s=,s=T=AN=T===~:=-=--=--=',,,~:::;..,:;,;;;,,:;;;:.,:;,::;-=-=-=-,::::;--;;=;;::.DA.::TE:::=::~ JOB NO. 07-100 DATE 12.Sl.lMI DATE INITW. SCALE 1 '"-20' ENGINEER Of l ( ~ a, --e • • M ..., 11 : ~\ SAN DD:GO CALIFORNIA 92122 I OWN BY: PROJEC NO. DRAWING NO. 0::: •,. T--.CA-1 : 619 -558 .8977 R"'"SION DESCRIPTION t--°"-TE~_IN_ITTAl_-+-DA_TE~----1 CHKD BV,___ SOP 97-15 359-7M ,,o 1/ILLAG[ 'f,.' ""' IJllti. 'IIOlllllll7 , .. --·-~, . c..v, r.,,wn ~ T 97 o g:(..:========~====~:':r11:"~'"=====~:;::_ ______________________________ j~•=·~t.ae::•:•:•:-:::::~•~•~•,~1~••:....L_~rAX~6:l!9~-=558~-!91~88:.. _ _;~;;;;;;;;;;;;;;;;;;;!:::;:::;;::;::;::::;:=:::=::::;::=::::;::;;:::;:=====oTH:E:R:l>l':;:PROV:;:~:!:C11Y::;::N'f'f«M,j_:;:::;=::~•="v:p:''=~~~~~~-=~-~~;;;:::::=:::!.J ~ "' .--Ct. c• C.M.W.D. 98-5 3 SEE SHEE SEE SHEET SEE SHEET I \ ' 0 12 13 AND FOR FOR • \ ' i I i \ ' \ I I I I \ -· \ \ # 11 FOR IRRIGATION IRRIGATION DETAILS. IRRIGATION LEGEND. ___ ..,.. I _. SPECIFICATIONS. f11AJ,,J IA ,JI lLJC.Hf1!!,D ( I f(/,()1". ~Pf~l,K- 14 -~ .\ \ •, ~' 'f..-':s.:.;..+-~ ,\ ' /0~ /~ ' \ MM./ l-1 ~ ( . f'e#f,Jp /_Jlf'S,,, ~ " V( NOTt:: : P,MtQNG LOf P£1t1METER !SHALL BE IRRIGAJ.... fflOt.l RECLAIMED WATER SER\4CE LINE SEIMNG SLOP£ SYST8M ALONG PALOMAR AIRPORT RO. CONNECT NEW MAINLINE TO fl" EXISTING MAINLINE AT THIS i'PPROXIMATE LOCATION. I I CONTl\tCTOtlt SHALL INSTALL ISOLATION RE):AYs ON ALL 4 WIRES AT NEW CON'mOLLER FOR THIS PROJECT ANO AT EXISTING __ -GONTROLLERS F"OR ALL WIRE CONNECTIONS_, TO THE EXISTlf,IG t.lASTER CONTROL VALVE ANO PUt.lP START RELAY, TO PREVENT °""'1IAGE TO THE CONTROLLERS DUE TO CROSS CONNECTION. ROUTE NEW WIRES fROl,j STIJS~OUT FLOW SENSOR TO MEW CONTROLLER AND CONNECT TO SUPPLEt.lENTARV F"LOW SENSOR &OARD AS PER t.lANUFACTURER'S RECOt.lt.lSNDATION. AU. P1PING FOR PERIMETER SYSTEt.lS SHAL.i BE RECLAlt.1£0 WATER PURPLE COLORED WITH REClM.IEO ~TER WARNlNGS. AU. VALVE BOXES SHALL 8£ PURPLE COLORED WITH RECLAIMED IMTER WARNINGS. ALL HEADS SHALL HAvt "NP" CAPS WITH RECLAIMED WARNINGS I I NOT[: I CONTIU,CTM SHALL A()JUST ALL HODS ~ REQ(M[t) TO ACCOMOOATE NfY 1/ERTICAL OOSTRUCTIONS lliAT MAY OCCUR, IHCLIJOING BUT NOT Llt.llTED TO LIGHT POUtS, FlRE HYDRANTS, ETC. 1/ERIFY ALL H£AO LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMM£NCING WORK. MAINUNE ANO LATERAL LINES SHOWN WITHIN F"AWIG /iHfJ IIUllDHJS F'OR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE wm1IH PI.NfTERS ANO A IM6IUM OF 1 l!I" OFT Of ADJ,t,CENT ~ ANO OTHER OBSTACLES TYP. 1/ERlFY ALL LAYOUT IN nELO WITH OWMO'S AUTHORIZED REPRESENTATIII[ PRIOR TO COMMENCING WORt<. ,r RECI..Ml£0 WAT!R MICATION IS U5ED INSIDE TH[ POOL FV«:ED 'J,,lll(A, IRRIGATION MUST BE DRIP IRRIGATION. I (' 1 MA1J/.,./,J(! /, ' (' i"{Mat.~t.lA-t. '---..-..,._____ ,,-..,._____- ,-..,._____ '----.-..,._____ -..,._____""" "-.::: ""~ " . !.__,______I o· o· IUIVlSION DATE a.11.911 1/19/99 2/4/99 DIIAWN J.B., J . .A.. APPIIOVW:D J.P. JOII NO. l'P-100 l 4' ,· ' -===--~======::::::::::=½=~ ' -.....-:;__::-,----.._ --------...,___ ..._____~ -- ~- DATIi 111.Sl.lNl ~TE -l(:J>.l.S 1·-ao· ENGIH«II OF SHEET 8 I ~ I 1 j /INST L SLOPE IRRIC: PER LAMS BY ONA LA SCAPE ARCHITEC 1'.lA ED 2-23-98. ~ Mfli./ t../ .JG ~" I f}AO!, tF ~ I ----'---PROPERTY L I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. - "AS BUILT" ll.bl~ REVIE:WEO BY; I I ._..]..,"--'-"'. f'z""----+"--L!vra-k::.i---:------:3 · r3-oo INSPECTOR DATE I I SECTlON 0281 1 LANDSCAPF TRRTGATTON NOTE:C.M.W.D. SPECIFICATIONS TAKE PRECEDE"'1C:E OVER THESE SPECIFICATIONS. PART I -GENERAL I.I SUMMARY A. TT TS THE TNTENT OF THE SPECIFIC:A TIONS AND DRA WTNG THAT THE FlNlSHED SYSTEM 1S COMPLFTF IN EVF.RY RF.SPF.CT AND SHALL RF. RF.ADY FOR OPERA TTOK SA TTSFACTORY TO THE OWNER. B. THE WORK SHALL INCLUDE ALL MATERlALS, LABOR, SERVICES, TRANSPORTATION, AND EQUIPMENT NECESSARY TO l'FRFORM THE WORK AS INDICATED ON THE T>RAWTNGS. IN THESE SPFCTFICATIONS, AND A NECESSARY TO COMPLETE THE CONTRACT. 1.2 CONSTRUCTTON DRAWINGS A. DUE TO THE SCALE OF THE DRA WTNGS, IT TS NOTE POSSIBLE TO INDICATE ALL OFFSETS, FlTTINGS, SLEEVES, ETC. WHICH MAY BE REQUlRED. THE CONTRACTOR SHALL CARP.FULLY TNVFSTIGA TE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF HIS WORK ANIJ PLAN HIS WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC. AS MAY BF RFQUIRFD TO MEET SUCH CONDITIONS DRA WJN(;S ARE GE"IERALL Y DIAGRAMMATIC AND INDICATIVE 01' THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO A VOID CONFLICTS BETWEEN IRRIGATION S YS"l'EMS, PLANTING, AND ARCIUTECTURAL FF.A TIJR F.S. B. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES OR DETAILS SHALL BE fURNISIIED AND INSTALLED WHFTHF.R OR KOT SPF.CIFICALL Y MFNTIONFD IN THE SPECJFICATIONS. WHEN AN ITFM lS SHOWN ON THE PLANS BUT NOT SHOWN ON Tlib SPECIFlCATIONS OR VICE VERSA, TT SHALL BF TJFF.MF.D TO BF AS SHOWN ON BOTH. THF. LANDSCAPE ARCHITECT SHALL HAVE FINAL AUTHORITY FOR CLARIFICATION. C. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON TIIE DRAWINGS WHEN IT TS OBVTOUS IN THE FIELD THAT OBSIRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES TN AREA DJ\,,[ENSIONS EXIST THAT MIGHT NOT HA VE BEEN CONSIDERED IN ENGTNF.ERTNG. SUCH OBSTRUCTIONS OR DIFFERENCES SHOU LIJ BE BROUGHT TO THE ATTE"ITION OF THE LANDSCAPE INSPECTOR (760) 815-6708 AS SOON AS DETECTED. lN THE EVENT THIS NOTTFTCATTON IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR A"IY REVlSION NECESSARY. 1.3 QUALITY ASSURANCE A. PROVIDE AT LEAST ONE ENGLISH SPEAKING PERSON WHO SHALL BE PRESENT AT ALL TlMES DURING EXECUTION OF THTS PORTION OF THE WORK AND WHO SHALL BF THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED AND THE MANUFACTURER'S RECOMMENDED METHODS OJI JNSTALLATION AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. B. MANUFACTURER'S DIRECTIONS AND DF.TA ILED DRA WTNGS SH ALL BE FOLLOWFD TN ALL CASES WHERE THE MANUFACTURER OF ARTICLES USED IN THIS CONTRACT FURNISH DIRECTlONS COVbRlNG POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. C. ALL LOCAL, MUNTC:IPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK AND HEREBY INCORPORATED IN TO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY TIIE CONTRACTOR. ANYTHING CONTAINED TN THFSF. SPECIFICATIONS SHALL NOT BF CONSTRt:F.T> TO CONFLICT \VITH ANY OF THE ABOVE RLLES AND REGl;LATIONS OF THE SAME. HOWEVER. WHEN THESE SPFCTFTCATTONS AND DRAWINGS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP, OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD, OR LARGER SIZE THAN IS REQUIRED BY THE ABOVE RULES AND REGULATIONS. THF. PROVISJO~S OF THESE SPECTFIC:ATTONS AND DRAWINGS SHALL TAKE PRECEDENCE. D. ALL MATERIALS SUPPLIED FOR THlS PROJECT SHALL BE NEW AND FREE FROM ANY DEFECTS. ALL DEFECTIVE MATERIALS SHALL BE RF.PLACED IMMEDIATELY AT NO ADDTTTONAL COST TO O\VNER. E. THE CONTRACTOR SHALL SF.CURE THF. REQUIRED LICENSES AND PERMITS INCLlmING l'AYMENTS OF CHARGES AND FEES, GlVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, VERIFY PERMITS SF.CUR FD OR ARRANGEMENTS MADF BY OTHERS AFFEC:TTN(] THE WORK OF THIS SFCTTON. I .4 SllBMITT ALS A. MATERIALS LIST: I. AFTER A WARD OF CONTRACT AND BEFORE ANY IRRIGATION SYSTEM MATER TA LS ARE DELIVERED TO THE JOB SITE, SUBMIT TO THE OWNER A COMPLETE LISl OF ALL IRRTGA TION SYSTEMS, MATERIALS, OR PROCESSES PROPOSED TO BF FURNISHED AND INSTALLED AS PART OF THIS CONTRACT. 2. snow MANUFACTURER'S NAME AND CATALOG NUMBER FOR EACH ITEM, FURNISH COMPLETE CATALOG CUTS AND TECHNICAL DATA, FURNISH THE MANUFACTURER'S RECOMMENDATIONS AS TO THE METIIOD OF INSTALLATION. 3. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN ACCEPTANCE BY CITY INSPECTOR, AND THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED RFPRFSENTA TTVE. 4. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LTABILTTY UNDER THE GUARANTEE. SUCH WARRANTIES SHALL ONLY SUPPLEMENT THE GUARANTEE. 2. PROVIDE CATALOG CUT SHFHTS, TECHNICAL DATA, AND PERFORMANCE INFORMATION FOR EACH SUBSTITUTE JTEM. 3. PROVIDE TN WRITING THE DIFFERENCE IN INSTALLED PRICE If THE ITEM JS ACCFPTFD. l.5 EXISTING CONDITTONS A. THE CONTRACTOR SHALL VERIFY AND BF FAMILIAR WITH THE LOCATTONS, SIZE AND DETAIL OF POINTS OF CONNECTION PROVIDED AS THE SOURCE OF WATER, ELECTRICAL SUPPLY, AND TELEPHONE LINE CONNECTION TO TIIE IRRIGAl'IO!', SYSTEM. B. IRRIGATION DESIGN IS BASED ON THE AVAILABLE STA TIC WATER PRESSURE SHOWN ON THE DRAWINGS. CONTRACTOR SHALL VERIFY STATIC WATHR ON TIJE PROJr:CT PRIOR TO THE START OF CONSTRUCTION. SHOULD A DTSCRET'ANCY EXIST, NOTll'Y THE LANDSCAPE ARCHITECT AND OWNER'S AUTIIORJZFTJ RF.PRF.SEKTATIVF. PRIOR TO BEGTNNTNG CONSTRUCTTON. C. PRIOR TO ClrrTTNG INTO THE SOIL, THE CONTRACTOR SHALL LOCATE ALL CABLES, CONDUITS, SEWHR SEPTIC TANKS, AND OTHER llTTLTTIFS AS ARE C:OMMONL Y ENCOUNTERED UNDERGROUND AND Hli StiALL TAKE PROI'ER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH lMPROVEMENTS. IF A CONFLICT EXISTS BETWEEN THE SUCH OBSTACLES AND THE PROPOSED WORK, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHlTECT AND OWNER WHO WILL ARRANGE FOR RELOCATIONS, THE CONTRACTOR WILL PROCEED IN THE SAME MANNf'.R IF A ROCK LA YFR OR ANY OTHER SUCH CONDITIONS ARE ENCOUNTERED D. THE CONTRACTOR SHALL PROTECT ALL EXlSTING UTILITIES AND l'EATURES TO REMATN ON AND ADJACENT TO THE PROJECT SITE DURTNG CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT HTS OW\! COST, ALL DAMAGE RESULTING FROM HIS OPERATION OR NEGLIGENCE. E. THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR FOR INSTALi ,A TION OF RF.QUIRED SLEEVING AS SHOWN ON THE PLANS. 1.6 lNSPECTIONS A. THE CONTRACTOR SHALL PERMIT THE LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED REPRESENTATIVE TO VISIT AND INSPECT AT ALL TIMES ANY PART OF THE WORK AND SHALL PROVIDE SAFE ACCESS FOR SUCH VISITS. B. WHERE THE SPECIFICATIONS REQUIRE WORK TO BE TESTED BY THE CONTRACTOR, TT SHALL NOT BE COVERED OVER UNTIL ACCEPTED BY THE LANDSCAPE ARC! IITECT, OWNER'S AUTHORIZED RET'RESENTATIVE, AND/OR GOVERNING AGENCIES. TIIE CONTRACTOR SHALL Hh SOLHLY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNING AGENCIES, A MINIMUM 0F48 HOURS TN ADVANCE, WHERE AND WHEN THE WORK IS READY FOR TESTING. SHOULD ANY WORK BE COVFREIJ WITI IOUT TESTING OR ACCEPTANCE, IT SHALL BE, IF SO ORDERED, lTNCOVEREDAT THE CONTRACTOR'S EXPENSn. C:. INSPECTIONS WILL BE REQUIRED FOR THE FOLLOWING AT A MINIMUM: I. SLEVE INSTALLATION 2. SYSTHM I.A YOUT 3 PRESSURE TEST OF lRRIGATION MAIN LINE (FOUR HOURS AT 125 PSI OR 120% OF STATIC WATER PRESSURE, WHICH EVER IS GREATER. 4. COVERAGE TEST OF IRRIGATIO\I SYSTEM. 5. FINAL INSPECTION PRIOR TO START Of MAINTENANCE PERIOD 6. FlNAL ACCEPTANCE D. SITE OBSF.RVA TIONS AND TESTING WlLL NOT COMMENCE WITHOUT THE RECORD DRAWINGS AS PREPARED BY THE IRRIGATION CONTRACTOR RECORD DRAWINGS MUST BE COMPLETE AND UP TO DATE .FOR liACH SITli VISIT. E. WORK WHICH FAlLS TESTING AND IS NOT ACCET'TED WILL BE RETESTED. HOURLY RATES AND EXPENSES OF THF LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND GOVERNING AGENCIES FOR REINSPECTION OR RETESTTNG WILL BE PAID BY THE IRRIGATION CONTRACTOR AT NOT AIJDITIONAL EXPENSE TO OWNER. 1.7 STORAGE AND HANDLING A. USE ALL MEANS NECESSARY TO PROTECT lRRIGATION SYSTEM MATERIALS BEFORE, DURING, AND AFTER INSTALLATION AND TO PROTECT THE INSTALLATION WORK AND MATERIALS OF ALL OTHER TRADES. TN THE EVE:,,JT OF DAMAGE, IMMFl)IATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE ACCEPTANCE 01' THl-i LANDSCAPE ARCHITECT AND OWNER AND AT NO ADDITIONAL COST TO Tlih OWNER. B. EXERCISE CARE IN HANDLING, LODGING, UNLOADING, AND STORING PLASTIC l'IPE AND FITTINGS UNDERCOVER UNTIL READY TO lNSTALL. TRANSPORT PLASTIC PIPE ONLY ON A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE PIPE TO LAY FLAT TO AVOID UNDUE BENDING AND CONCENTRATED EXTERNAL LOAD. 1.8 CLEANUP AND DISPOSAL A. DISPOSE Of WASTE, TRASH, AND DEBRIS IN ACCORDANCE WITH APPLICABLE LAWS AND ORDlNANCES AND AS PRHSCRIBED BY AUTHORITIES HAVING JURISDICTION. BURY NO SUCH WASTER MATERIAL AND DEBRIS ON THE SITE . .BURNING OF TRASH AND DEBRIS WILL NOT BE PERMITTED. THE CONTRACTOR SHALL REMOVE ANIJ DISPOSE OF R!JBBISH AND DEBRIS GENERATED BY HIS WORK AND WORKMEN AT E"REQUUNT lNTERVALS OR WHEN ORDERED TO DO SO BY THl-i OWNT•:R'S AUTHORIZED REPRESENTATIVE. B. AT THE TIME OF COMPLETION THE ENTIRE SITE WILL BE CLEARED OF TOOLS, EQUIPMENT, RUBBlSH AND DEBRIS WHICH SHALL BE DISPOSED OF OFF-SITE IN A LEGAL DISPOSAL AREA. 1.9 TURNOVER ITEMS A. RECORD DRAWINGS: I. RECORD ACCURATELY ON ONE SET Of CONTRACT DRAWINGS ALL B. SUBSTITUTIONS: CHANGES IN TI-IF WORK CONSTITIJTING DEPARTURES FROM THE ORIGINAL ~ CITY INSPECTOR MUST APPROVE SUBSTITUTIONS. IF THE IRRlGATION CONTRACT DRAWINGS. ~ CONTRACTOR WISHES TO SUBSTITUTE ANY EQUIPMENT OR MATER TA LS 2. THE CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND 4. SHOW LOCATIONS AND DEPTHS OF THE FOLLOWING ITEMS: I. POINT OF CONNECTION (INCLUDING WATER METERS, llACKFLOW PREVENTERS, MASTER CONTROL VALVES, ETC.) II. ROUTING OF SPRINKLER PRESSURE LTNES (DIMENSIONS SHOWN AT A MAXIMUM OF l 00 FEET ALONG ROUTING) Ill. GATE VAL YES IV. AUTOMATIC REMOTE CONTROL VALVES V. QUICK COUPLING WIRES VI. ROUTl"IG OR CONTROL WIRES Vil. IRRIGATION CONTROLLERS vm. RELATED EQUIT'MENT (AS MAY BE DIRECTED) 5. MAINTAIN RliCORDDRAWINGS ON SITE AT ALL TIMES. UPON COMPLETION OF WORK, TRANSFER ALL AS-BIJILT INFORMATION AND OIMENSIONS TO REPRODUCIBLE SEPIA PRINTS. B. CONTROLLER CHARTS: I. RECOR IJ DRAWINGS MUST BF APT'ROVED BY LANDSCAPE ARCHITECT AND/OR OWNER'S AUTHORIZED REPRESENTATIVE HEFORE CHARTS ARE PREPARED. 2. PROVlDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER. CHART SHALL SHOW THE AREA COVERED BY THE PARTICULAR CONTROLLER. 3. THE CHART IS TO BE A REDUCED COPY OF THE ACTUAL "RECORD" DRA WINO. TN THE EVENT THE CONTROLLER SEQUENCE JS NOT l ,EGTFIT.E WHEN THE DRAWING IS REDUCED, IT SHALL BE ENLARGED TO A READABLE SIZE. 4. WHEN COMPLETED AND Al'l'ROVED, THE CHART SHALL BE HERMETICALLY SEALED BF.TWFF.\I TWO PIECES OF PLASTIC:_, EACH PIECE BEING A MINIMUM 20 MlLS lN THlCKNESS. C. OPERATION A\ID MAINTENANCE MANUALS: I. TWO INDlVIDUALL Y BOUND COPIES OF OPERA TTON AND MAINTENANCE MANUALS SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE AT LEAST IO CALENDAR DAYS PRIOR TO FINAL TNSPF.CTION. THE MANUALS SHALL DESCRIBE THE M/1.TERlAL INSTALLED AND THE PROPER OPERATION OF THE SYSTEM. 2. EACH COMPLETE., BOUND MANUAL SHALL INCLUDE THE FOLLOWING INrORMATION: I. INDEX SHEET STA TINO CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, DURATION OF GUARANTEE PERIOD, LIST OF EQUIPMENT TNCLUDING NAME AND ADDRFSSES OF LOCAL MANIJFACTTJRER REPRESENTATIVES. II. OPERATING AND MAINTENANCE INSTRUCTIONS FOR ALL EQUIPMENT. 111. SPARE PART LlSTS AND RELATED MANUFACTIJRER INFORMATION FOR ALL EQUIPMENT. D. EQUIPMENT: 1. SUPPLY AS A PARTOFTHISCONTRACTTHEFOLLOWINGITEMS: I. TWO (2) WRENCHES FOR DISASSEMBLY AND ADJUSTMENT OF EACH TYPE o~· SPRINKUiR HEAD USED IN THE TRRIGATION SYSTEM. II. THREE 30-INCH SPRINKLER KEYS lif)R MANUAL OPERATION OF CONTROL VALVES. 111. TWO KEYS FOR EACH AUTOMATIC CONTROLLER. IV. TWO QUICK COUPLER KEYS WITH A¾" BRONZE HOSE BIB, BENT NOSE TYPE WITH HAND WHEEL AND TWO COUPLER LIil KEYS. V. ONE VALVE BOX COVER KEY OR WRENCH. VI. ONE 5-FOOT TEE WRENCH FOR Ol'ERATTNG GATE VALVES 3 INCHES OR LARGER (IF USED). VIL SIX EXTRA SPRINKLER HEADS OF EACH SIZE AND TY PF. 2. THh ABOVc: EQUIPMENT SHALL BE TURNED OVER TO OWNER'S AUTHORIZED REPRESENTATIVE AT THE FINAL INSPECTION. I.IO COMPLETlON A. AT THb TIMF OF THE PRE-MAINTENANCE PERIOD INSPECTION, THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND GOVERNING AGENCIES WILL INSPECT THE WORK, AND IF NOT ACCEPTED, WILL PREPARE A LIST OF ITEMS TO BE COMPLETED BY THE CONTRACTOR. AT THE TIMI'. OF THh POST-MAINTENANCE PERIOD OR FINAL INSPECTION THE WORK WILL BE REINSPECTED AND FINAL ACCEPTANCE WILL BE IN WRITING BY THE LANDSCAPE ARCHJTEC:T, OWNER'S AUTHORIZED REPRESENT A TTVE, AND GOVERNING AGENCIES. B. THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL HAVE FINAL AUTHORITY ON ALL PORTIONS OF THE WORK. C. AFTER THE SYSTEM HAS BEEN COMPLETED, THE CONTRACTOR SHALL INSTRUCT OWNER'S AUTHORIZED REPRESENTATIVE IN TI.IF OPERATION AND MAINTENANCE OF THE IRRIGATION SYSTEM AND SHALL FURNISH A COMPLl·:TE SET OF Ol'hRATING AND MAINTENANCE INSTRUCTIONS. D. ANY SETTING OF TRENCHES WHICH MAY OCCUR DURING THE ONE-YEAR PERIODFOLLOWING ACCEPTANCE SHALL BE REPAIRhD TO THE OWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER. REPAIRS SHALL INCLUlm THE COMPLETE RESTORATION OF ALL .DAMAGE TO PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND AS A RESULT OF TIIE WORK. •. I' ',\ I.II GUARANTEE A. THE ENTIRE SPRINKLER SYSTEM, INCLUDING ALL WORK DONE UNDER TITIS CONTRACT, SHALL BE UNCONDITIONALLY GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, TNCLTmTNG SETTING OF HACK FILI.ED AREAS BELOW GRADE, FOR A PERIOD OF ONE (I) YEAR FOLLOWING THE FILING OF THE NOTICE OF COMPLFTTON, SHOULD ANY PROBLEM WITH THE IRRIGATION SYSTEM BE DISCOVERED WITHIN ·tHE GUARANTEE PERIOD, IT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO OWNER WITHIN TEN (10) CALhNIJAR DAYS OF RECEIPT OF WRITTEN NOTICE FROM OWNER. WHEN THE NATURE OF THE REPAIRS AS DETERMINED BY THE OWNFR CONSTITUTE AN EMERGENCY (I.E. BROKEN PRESSURE LINE) THE OWNER MAY PROCEED TO MAKE REPAIRS AT THE CONTRACTOR'S EXPENSE. ANY AND ALL DAMAGES TO EXISTING IMPROVEMENT RESULTING EITIIER FROM FAULTY MAI HRIALS OR WORKMANSlTIP, OR FROM THE NECESSARY REPAIRS TO CORRECT SAME, SHALL BE REPAIRLilJ TO Tl Hi SATISFACTION OF THE OWNER BY THE CONTRACTOR, ALL ATNO ADDITIONAL COST TO THE OWN HR. B. GUARANTEE SHALL BE SUBMITTED ON CONTRACTOR'S OWN LETTERHEAD AS FOLLOWS: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM WP HEREBY GUARANTEE THAT THE SPRINKLER WE HAVE FURNISHP.O AND INSTALLED JS FREE FROM DFFF.CTS TN MATERIALS AND WORKMANSHIP, AND THE WORK HAS BEEN COMPJ.FTFIJ IN ACCORDANCE WTTH THE DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NFGI.FC:T EXCEPTED. \VF AGREE TO REPAIR OR REPLACE ANY DEFECTIVE MATERIAL DURING TIIE PER.IOll OF ONE YEAR FROM DATE OF FILING OF THE NOTICE OF COMPLETION AND ALSO TO RFPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCI l DEFECTS AT NO ADnITIONAL COST TO THE OWNER. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITIIIN IO CALENDAR DAYS FOLLOWING WRITTEN NOTIFICATION BY THE OWNER. IN TIIE hVF.NT OF OUR FAILURE TO MAKE SUCII REPAIRS OR REPLACEMENTS WIT! IIN THE TIME SPEClflED Al'TER RECEIPT OF WRITTFN NOTICE FROM OWNER, WE AUTHORIZE THE OWNER TO PROCEED TO I IA VE SAID RFPAIRS OR REPLACEMENT MADE AT OUR EXPENSE AND WE WILL PAY Tf!H COSTS ANIJ CHARGES Tl IERFJiORF UPON DEMAND. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: PART II -MATERIALS 2.1 SUMMARY USE ONLY NEW MATERIALS OF THE MANUFACTURRR, SIZE AND TYPE SHOWN ON THE DRA WTNG AND SPECIFICATIONS. MATERIALS OR FQUlPMFNT TNSTAILED OR FIJRNISHED THAT DO NOT MEET LANDSCAPE ARClllTECT'S, OWN ER'S, OR GOVERNING AGENCIES ST A\IDARDS WILL BE REJECTED AND SHALL BE REMOVFD FROM THh SITh AT NO EXPENSE TO THE OWNER. 2.2 PIPE A. PRESSURE SUPPLY LINE FROM POINT OF CONNECTION THROUGH BACKFLOW PREVENTION UNIT SHALL BE TYPE K "HARD" COPPER PTPE. B. PRESSURE SUPPLY LINES 2 INCHES IN DIAM HTER AND UP TO 3 INCHES TN DIAMETER DOWNSTREAM OF BACKFLOW PREVENTION UNIT SHALL BF CLASS 315 SOL VENT WELD PVC CONFORMING TO ASTM D 1785. C. PRESSURR SUPPLY LINES 1 Y, TNCHES TN DIAMETER AND SMALLER OF THE BACKFLOW PREVENTION UNIT SI IAI.L BF SCHEDULE 40 SOLVENT WELD PVC CONFORMING TO ASTM Dl785. D, NON-PRESSURE LINES '/4 INCHES 1N DIAMETER AND LARGER T>OWNSTREAM OF THE REMOTE CONTROL VALVE SHALL BE CLASS 200 PVC. NON-PRESSURE LINES Y, INCH IN DIAMETER SHALL BE CLASS 315 PVC. NON PRESSURE PIPING SHALL CONFORM TO ASTM D2241 2.3 MET AL PIPE AND FITTINGS I. BRASS PIPE SHALL RE 85% PERCENT RED BRASS, ANSI, IPS STANDARD 125 POUNDS. SCHEDULE 40 SCREWED PIPE. 2. BRASS FTTTTNGS SHALL BF MEDIUM BRASS, SCREWED 125-POUND CLASS. 3. COPPER PIPF. SHALL BE "HARD" TYPE K. 4, COPPER FITTINGS SHALL BE SOLDERED TYPE. 2.4 PLASTIC Pl PE A ND FITTINGS A. PIPE SHALL BE MARKED CONTINUOUSLY WITH MANUFACTURER'S NAME, NO MIN A I, PTPE STZE, SCHEDULE OR CLASS, PVC TYPE AND GRADE. NATIONAL SANITATION fOUNDATION APPROVAL, COMMERCIAL STANDARDS DESIGNATION, AND DATE OF EXTRUSION. B. ALL PLASTIC PIPE SHALL BE EXTRUDED OF AN IMPROVED PVC VIRGIN Pll'E COMT'OUND IN ACCORDANCE WITH ASTM D224I OR ASTM DI 784. C. ALL PVC FlTTlNGS SHALL BE STANDARD WEIGHT SCHEDULE 40 AND SHALL BE INJECTION MOLDED OF AN IMPROVED VIRGTN PVC FITTING COMPOUND. SLIP PVC FITTINGS SHALL BE THE "DEEP SOCKET" BRACKETED TYPE. THREADED PLASTIC FITTINGS SHI\LL BE lNJECTION MOLDED. ALL TEES AND ELLS SHALL HE Sl!JE GATED. ALL FITTINGS SHALL CONFORM TO ASTMD2466. D. ALL TIIREADED NIPPLES SHALL BE STANDARD WEIGHT SCHEDULE 80 WITH MOLDED THREADS AND SHALL CONFORM TO ASTM DI 785. E. ALL SOL VENT CEMENTINU OF PLASTIC PIPE AND FTTTTNGS SHALL BE A TWO-STEP PROCESS, USlNG PRIMER AND SOLVENT CEMENT APPLIED PER THE MANIJFACTIJRER'S RECOMMENDATIONS. CEMENT SHALL BE OF A FLUID CONSISTENCY, NOT GEL-LIKE OR ROPY. SOLVENT CEMENTING SHALL HF IN CONFORMANCE WITH ASTM D2564 AND ASTM D2855. F. WHEN CONNECTION IS PLASTIC: TO METAL, FEMALE ADAPTERS SHALL BE HAND TIGHTENED, PLUS ON TIJRN WITH A STRAT' WRENCH. JOTNT COMPOUND SHALL BE NON-LEAD BASE TllFLON PASTE, TAPE, OR EQUAL. . . 2.5 VALVES A. GATE VALVES: 1. GATE VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. 2. GATE VAL YES SHALL BE CONSTRUCTED OF A BRONZE BODY, BRONZE DISC, THREADED BRONZE BONNET AND MALLEABLE lRON HANDWl!ELL. GATE VALVES ARE TO HA VF THR FAD FD CONNECTIONS. 3. ALL GATE VALVES SHALL HA VE A MlNIMUM WORKING PRESSURF OF NOT LESS THAN 150 PSI AND SHALL CONFORM TO AWWA STANDARDS. B. QUICK COUPLER VALVES: l. QUICK COUPLER VALVES SHALL BE OF THE MANUFACTIJRER, SIZE, AND TYPE INDICATED ON THE DRA WINOS. 2. QUICK COUPLER VALVES SHALL BE BRASS WITH A WALL THICKNESS GUARANTEED TO WITHSTANDS NORMAL WORKING PRESSURE OF 150 PSI WITITOUTLEAKAGE. VALVES SHALL HAVE I" FEMALE THREADS OPENING AT BASE, WlTH TWO-PIECE BODY. VALVES TO BE OPERATED ONLY WITH A COlll'LER KEY, DESIGNED FOR THAT PURPOSE. COUPLER KEY IS INSF.RTFD INTO VALVE AND A POSlTlVE WATERllGHT CONNECTION SHALL BE MADE BETWEEN THE COUPLER KEY AND VALVE. HINGE COVER SHALL BE THE LOCKING TYPE CONSffiUCTED OF BRASS WITH A RUBBER-LIKE VINYL COVER. C. AUTOMATTCCONTROL VALVES: 1. AlrrOMATIC: C:ONffiOL VALVES SHALL BE OF THE MANUFACTURER, SlZE, AND TYPE INDICATED ON THE DRAWINGS. 2. AUTOMATIC CONTROL VALVES SHALL BE ELECTRICALLY OPERATED. D. ANTI-DRAIN VALVES: 1. ANTI-DRAIN VAlaVFS SHALL RE OF THE MANIJFACTTJRER, SIZE, AND TYPE INDICATED ON TI-IE DRAWINGS. 2. ANTI-DRAIN VALVES SHALL HAVE 18-8 STAINLESS STEEL SPRINGS AND VALVES STEMS WITII HUNA-N SEALS. 3. ANTI-DRAlN VALVES WILL HA VE THREAT>ED CONNECTIONS THE SIZE OF THE RISER OR PIE THEY ARE TO BE INSTALLED ONTO, OR THE NEXT AVAILABLE SIZE. NO SLIP CONNECTION ANTI-DRAIN VALVES ARE AT.LOWED, 2.6 VAL VE BOXES A. VAL VE BOXES SHALL DE FABRICATED FROM A DURABLE, WFATHER-RESISTANT PLASTIC MATERIAL RESISTANT TO SUNLIGHT AND CHEMICAL ACTION OF SOILS. B. THE VALVE BOX COVER SHALL BE GREEN (PURPLE FOR RECLAIMED WATER) IN COLOR AND SECURED WITH BOLTS. C. THE COVER AND BOX SHALL BE CAPABLE OF SUSTAINING A LOAD OF 1,500 l'OUNDS. D. VAL VE BOX EXTENSIONS SHALL BE BY THE SAME MANUF ACTURFR AS THE VALVE BOX. E. AUTOMATIC CONTROL VALVE BOXES SHALL BE 16''Xll"Xl2" RIJCTANGULAR SIZE. VALVE BOX COVERS SHALL BE "HEAD BRANDED" IN 2" HIGH LETTERS "RVC" WITH THE VALVE IIJHNTIFI.CATION NUMBER. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE ____ EXP. REVIEWED BY: DATE __ , ___________ ----- INSPECTOR DATE l---+--+--------------+--+--+--+-------1 [iTI CITY PLA~~G £tR~~N~BAD -· IRRIGATION SPECIFICATIONS FOR: '' ' ,,,_-REVISION DATi: 2,2.99 RANCHO CARRILLO . ' ' ';, ,. '' FAMILY HOUSING, VILLA.GE B, LOT 207 'I DRAWN J.B .. J.A. f FOR THOSE EQUIPMENT OR MATERIALS LISTFD ON THF IRRTGA TION WORKMANL.IKE MAN I\ ER TO THE SATISFACTION OF THE OWNER. PRIOR TO ~ IJRA WINGS AND SPECIFIC:A TTONS HF MAY DO SO BY PROVIDING THE ~::~<;~;;:~;i~~I~~~"iO~oS..~~ri:; ~~;~!~i~~~~J~~;~~~E~~:TIVE ----------1-----+--+---,----------------+----+---1-----1----0 'A-::-P::cP::cRO::cV-:-:E::-D--/./S-,J~<:-::,..-,,,:::,·~~ A~.,r=p7•== ______ 3_ -5cJ-R; : FOLLO\VTNG INFORMATION TO THE LANDSCAPE ARCHITECT OR OWNER'S 3. DIMENSIONS FROMffO PERMANENT POINT OF REFERENCE SUCH AS -----------1---+----1-------------------1---+----1---l---1' 1.c_A::SS::l::S1:::A::N::T ::"'::::•'N::N::IN::G~~D-=IR.:::E-=:CT::::O;::R;;::;;:~~~=-;:::_;;:_=-=-=-=-:;-;:::=:::D:=A:::TE:::-=~ 8910 UNIVERSITY CENTER LANE A.PPROVED J.P. SUITE 580 -~ , AUTHORIZED REPRESENTATIVE FOR APPROVAL. BUILDINGS, SIDEWALKS,, CURBS, ETC. SHALL BE SHOWN. DATA ON RECORD ,-;f;; I. PROVllJE A WRITTEN STATEMENT TNDICATTNG THE REASON FOR DRAWINGS SHALL BE RECORDED ON A DAY TO DAY BASIS AS THE PROJECT :;..::.:::_:c.:..:..:. ______ ___,. ___ l-----+------------------+--·,·1-----+----+----I DWN BY: ----PROJECT NO. DRAWING NO. b~ MAKING THE SUBSTITUTION IS BEING INSTALLED. ALL LFTTFRING OK DRAWINGS SHALL BE MINIMUM REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: ---SOP 97-l S 359-71,,A ~; L--------------------------------~1~1R~11',~c:.·H~1N~· s:1~z=E~. __________________________________________ _:::__:~:..:.;:~ __ ;;;;;;;;;;;;;;;;;;;;;~~~~=====~=================:o:T:HE:R:A:P:P:Ro:\l:AL:;::c:ITY::A:P:PR:o:vA:L:::=RvW::o:s:Y:: ::::;:;::;:;;~c;.:T:. :9;7:;:0:2;;;::::::::::.J C.M.W.D. 98-523 SAN DIEGO CAIJFORNIA 92122 JOB NO. 97-100 619 , 558 , 8977 DATE 12.31.98 DATE INITIAL FAX 619 , 558 , 9188 SCALE AS SHOWN ENGINEER Of WORK ·,;., .- ~:. :~ F. BALL VALVR, FT.USHVALVE,MASTER VALVE, AND QUICK COUPLER VALVb BOXES SHALL BE 10" CIRCULAR SIZE. VALVE BOX COVERS SHALL BE "HEAT BRANDED" IN 2" HKiH LETTERS WlTH ElTHER "BV", "FV", "MV", OR IIQCV". 2. 7 AUTOMATIC CONTROLLER AUTOMATIC CONTROLLJ,;R SJ-TALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON Tl IE QR A WINGS. 2.8 ELECTRICAL A. ALL ELECTRICAL EQUIPMENT SHALL BE NEMA TYPE 3, WATERPROOFED FOR EXTERIOR INSTALLATIONS. R ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL CODES AND ORDINANCES. 2.9 LOW VOLTAGE CONTROL WlRJNG A. REMOTE CONTROL WIRE SHALL BE DIRF,CT-BUIUAL AWG-UF TYPE, SIZE AS INDICATED ON THE DRAWINGS, AND IN NO CASE SMALLER THAN 14 GAUGE. B. CONNECTIONS SHALL BE EITHER EPOXY-SEALED POCKET TYPE OR PENN-TTTF CONNECTORS. C. GROlJNl) WIRES SHALL BE WHITE JN COLOR. CONTROL WIRES SHALL DE RED (WHERE TWO OR MORE CONTROLLERS ARF USED, THE CONTROL WIRES SHALL BE A DIFFERE\IT COLOR FOR EACH CONTROLLER THESE COLORS SHALL BE NOTED ON Tl 1h "RECORD DRAWINGS" PLANS LOCATFD ON CONTROLLER DOOR). D. PROVfDE A 24" LONG EXPANSION LOOP FOR ALL DIRECTIONAL CHANGES IN CONTROL WIRE ROUTING. 2.10 TRRTGATION liEADS A. srRINKUm HEAD AND DRIP EMITTERS SHALL BE OF THE MANUFACTURER, SIZE, TYPE, WITH RADIUS OF THROW, OPERATING PRESSURE, AND DISCHARGE ROTE INDICATED ON THE DRAWINGS. B. POP-UI' HEADS ANIJ RISER HEADS SHALL BE USED AS INDICATED ON THE DRAWINGS. PART Ill -EXECUTION 3, I STTF CONDITIONS AJNSPECTIONS: I. PRIOR TO ALL WORK OF THIS SECTION, CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK rs COMl'I.HTH TO THE POl.~T WHERE THIS INSTALLATION MAY l'IH)l'ERl,Y COMMENCE. 2. VLRIFY THAT IRRJGATION SYSTEM MAYBE INSTALLED IN STRICT ACCORDANCE WITH ALL PERTINENT CODHS AND REGULATION, THE ORIGINAL DESIGN, THE RHFhRFNCED STA:--JDARDS, AND THE MANl,FACIURl':R'S RECOMMENDATIONS. B. DISCREPANCIES: I. IN THE EVENT OF DISCREPANCY, TMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OR OWNb'.R'S AUTHORIZED REPRESENTATIVE. 2. DO NOT PROCEED WITH INSTALLATION IN AREAS Ob' DISCREPANCY UNTIL ALL DISCREPANCIES HAVE BEEN RESOLVED. C GRADES: L BEFORE STARTING WORK, CAREFULLY CHECK ALL GRADES TO DETERMINE THAT WORK MAY SAFRI ,Y PROCEED, KEEPING WITHIN THE SPECIFIED MATERIAL JJEPTIIS WITH .RESPECT TO FINISH GRADR 2. FINAL GRADES SHALL BE ACCEPTED BY THE ENGINEER BEFORE WORK ON THIS SECTION WILL HE ALLOWED TO BEGIN. D. FIELD MEASUREMENTS: L MAKE ALL NECESSARY MEASUREMENTS IN THE FIELD TO ENSURE PRFCISF FIT OF lTEMS lN ACCORDANCE WITH THE ORIGINAL DESIGN. CONTRACTOR SHALL COORDINATE THE INSTALLATION Of ALL IRRIGATION MATERIALS WITH ALL OTHER WORK 2. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL Sll:E QIMFNSIONS PRIOR TO PROCEEDING WITH WORK UNDhR nus SECTION. 3. EXERCISE EXTREME CARE TN EXCAVATING AND WORKING NEAR EXISTINO UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES IO UTILITIES WHICH ARE CAUSED BY HIS Ol'HRATIONS NEGLECT, E. DIAGRAMMATIC INTENT: THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC. THE SIZE AND LOCA TTON OF FQUI PM ENT AND FIXTURES ARE DRAWN TO SCA LE WHERE POSSIBLE. PROVIDE OFFSETS IN PlPlNCi CHANGES IN EQUIPM~:NT LOCATIONS AS NUCESSARY TO CONFORM WITH STRUCTURES AND TO AVOID OBSTRUCTIONS OR CONFLICTS WITH OTHtm WORK AT NO ADDITIONAL EXPENSE TO OWNER F. LAYOUT: I. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPLY LINES, ROUTING AND LOCATION OF SPRINKLER HF.ADS, VALVES, BACKFLOW PREVENTER, AND AUTOMATIC CONTROLLUR 2. LAYOUT IRRIGATION SYSTEM AND MAKE MINOR ADJUSTMENTS REQIJIREll DUE TO DIFFERENCES IJliTWliEN SITE AND DRAWINGS. WHERE PIPING IS SUOWN ON DRAWINGS UNDER PAVED AREAS, HUT RUNNING PARALLEL AND ADJACENT TO PLANTED AREAS, INSTALi. TIIE PIPING IN THE PLANTED AREAS, G, WATER SUPPLY CONNECTIONS TO, OR THE INSTALLATION OF, THE WATER SUPPLY SHALL BE AT THE LOCATIONS SHOWN ON THE DRAWINGS. MINOR CHANGES CAUSE BY ACTUAL SITE CONDITIONS SHALL Bli MADE AT NO ADDITIONAL EXPENSU TO OWNER. H. EL~:CTRICAL SERVICE: I. CONNECTIONS TO THE ELECTRICAL SUPPLY SHALL BE AT THE LOCATIONS SHOWN ON THI' DRAWINGS. MINOR CHANGES CAUSED BY SITE CONDITIONS SHALL BL MADE AT NO ADDITIONAL EXPENSE TO OWNER 2. CONTRACTOR SHALL MAKE 120 VOLT CONNECTION TO THE IRRIGATION CONTROLLERS. ELECTRICAL POWER SOURCE TO CONTROLLER LOCATIONS SHALL BE PROVIDED HY OTHFRS. 3.2 TRENCHING A. EXCAVATION SHALL BE STRAIGHT WITH VER TIC AL SIDES, EVEN GRADE, AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. TRENCHING EXCAVATION SHALL FOLLOW LAYOUT INDICATED ON DRAWINGS TO THE DEPTHS BELOW FINISHED GRADE AND AS NOTED. WHERE LINES OCCUR UNDER PAVED AREA, THESE DIMENSIONS SHALL HE CONSIDERED BELOW SUBURADE. R. PROVTDE MINIMUM COVER OF 18 INCHES ON PRESSURE SUPPLY LINES 2-1/2 INCHES AND SMALLER, PROVTDE 24" COVER OVER 3" TO 5-1 /2" PRESSURE P/Plc. C. PROVIDE MINIMUM COVER OF 18 INCHES FOR CONTROL WTRES, D. PROVIDE MINIMUM COVER OF 12 INCHES FOR NON-PRESSURE LINES. E, PIPES INSTALLED IN A COMMON TRENCH SHALL HA VE A 6 INCH MINIMUM SPACE HETWEEN PIPES. 3.3 BACKFILLING A. BACKFILL MATERIAL ON ALL LINES SHALL BE THE SAME AS ADJACENT SOIL FREE OF DEBRTS, UTTER, AND ROCKS OVER ½ INCH IN DIAMETER B. BACKFILL SHALL BE TAMPED IN 4-JNCH LAYERS llNDER THE PIPE AND UNIFORMLY ON BOTH STDES FOR THE FULL WlDTll OF TIIE TRENCH AND THE FULL LfiNGTH 01• THE PIPE. llACKFILL MATERIALS SHALL BE SUFFlClf:NTLY DAMP TO Pl'.RMIT THOROUGH COMPACTION, FREE OF VOIDS. BACKFILL SHALL BE COMPACTED TO DRY DENSTTY EQU Al, TO A DJ A CENT UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT GRADES. C. FLOODING IN LIEU OF TAMPING IS NOT ALLOWED D UNDER NO CTRCUMSTA NCES SHALL TRUCK WHEELS BE USED TO COMPACT BACKFILL. E. PROVIDE SAND BACKFILL A MINIMUM OF 6 INCHES OVER AND UNDER ALL PIPING UNDER PAVED AREAS, 3,4 !'WING A. PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING. NO HYDRAULTC DRIVING IS PFRMITTED UNDER ASPHALT PAVEMENT, B. CUTTING OR BREAKING OF EXISTING PAVEMENT TS NOT PERMITTED. C. CAREFULLY INSPECT ALL PIPE AND FITTING BEFORE TNST ALLA TION, REMOVING DIRT, SCALE, BURRS REAMING. INSTALL PIPE WITH ALL MARKINGS UP FOR VISUAL INSl'ECTION AND VERIFICATION. D. REMOVE ALL DENTED AND DAMAGED PWE SECTIONS. E. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF 6 INCHES FROM EACH OTHER AND 12 INCHES FROM LINES OF OTHER TRADES. F. PARALLEL LINES SHALL NOT BR JNSTAI.JJ,;D DIRECTLY OVER EACH OTHER. G. IN SOLVENT WELDING, USE ONLY THE SPECIFTED PRIMFR AND SOLVENT CEMENT AND MAKE ALL JOINTS IN STRICT AC:C:ORllANCE WITH THE MANUFACTURER'S RECOMMENDED M IHI IOIJS INCLUDING WIPING ALL EXCESS SOLVFNT FROM EACII WELD. ALLOW SOLVENT WELDS AT LEAST 15 MINUTES SETUP TIME BEFORE MOVING OR HANDLING AND 24 I IOURS CURING TIME BEFORE FILLING. R PVC PIPE SHALL BE INSTALLED IN A MANNER WlilCH WILL PROVTDE FOR EXPANSION CONTRACTION /1.S RECOMMENDED BY THE PIPE MANUFACTURER. L CENTER LOAD ALL PLASTIC PIPE PRTOR TO PRESSURE TESTING. J. ALL THREADED PLASTIC-TO-PLASTIC CONNECTIONS SHALL BE ASSEMBLED USING TEFLON TAPE OF TEFLON PASTE. K. FOR PLASTIC-TO-METAL CONNECTIONS, WORK Tl IE METAL CONNECTIONS FIRST, USE A NON-1 IARIJENING PIPE DOPE ON ALL THREADED PLASTIC-TO-METAL CONNECTIONS, ~;XCEPT WHERE NOTED OTHERWISE. ALL PLASTIC-TO-Ml•'.TAL CONNECTIONS SHALL BE MADE WITH PLASTIC FEMALE ADAPTERS. L. ALL CONNECTIONS BETWEEN PVC LATERAL LINES SHALL BE MADE BY USING SCH. 40 PVC FITTTNGS Willi COMPRESSION ADAPTERS, ALL CONNECTIONS BETWEEN DRIPPERLINES TO BE MADE USING COMPRESSION FITTINGS OF MANUFACTURER OF THE IJRll'l'ERI.IN~;. USE NO PIPE DOPE, TEFLON TAPE, PRIM FR OR SOI .VENT CEMENT ON COMPRESSION FTTTINGS. J.5 CONTROLLER A. THE EXACT LOCA TTON OF THE CONTROLLER SI I ALL BE APPROVED BY THE LANDSCAPE AllCHITEC:T OR OWNER'S AUTIIORIZE REPRESENTATIVE lrnFOl{b INSTALLATION. THE ELECTRICAL SERVICE SHALL BE COORDINATED WITH THIS LOCATION B. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL ELECTRICAL HOOK UP TO IRRIGATION CONTROi.i.HR. C. Tl IE IRRIGATION SYSTEM SHALL BE PROGRAMMED TO OPERA TE DURING THE PERIODS OF MINIMAL USE OF THE DESIGN AREA. 3.6 CONTROL WING A. LOW VOLTAGE CONTROL WIRING SHALL OCCUPY THE SAMll TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROJ;TF AS Tl l.b PRESSURE SUPPLY LINES WHENEVER POSS I Bl ,E B. WHERE MORE THAN ONE WIRE IS PLACED IN A TRENCH, THE WIRING Sl!ALL Bli TAPED TOGETIIUR IN A BUNDLE AT INTERVALS OF 10 FEET. C. ALL CONNECTTONS SHALL BF OP AN APPROVED TYPE AND SHALL OCCUR fN A VALYh BOX. PROVIDE AN 18 INCH SERVICE LOOP AT EACH CONNECTION. D. AN EXPANSION LOOP OF 12 INCHES SIIALL BE PROVIDED AT EACH WlRE CONNECTION AND/OR DIRECTIONAL CHANGE, AND ONE OF 24 INCH HS SHALL BE PROVIDED AT EACH REMOTE CONTROL VAL Vii. E. A CONTINUOUS RUN OF WIRE SHALL BE USED BETWEEN A CONTROLLER AND EACH REMOTE CONTROL VALVE, UNDER NO CTR CUM STANCES SHALL SPLICES BE USED WITHOUT PRIOR APPROVAL. 3.7 VALVES A. AUTOMATIC CONTROL VALVES, MANUAL VALVES, GA TE VALVES, AND BALL VALVES ARP, TO BE INSTALLED IN THE APPROXIMATE LOCATIONS lNDlCATED ON THE DRAWINGS. B, VAL VE SHALL BE INSTALLED IN SHRUB AREAS WHENEVER POSSIBLE. C. INSTALL ALL VALVES AS INDICATED IN THEDETAILDRAWJNGS. D. VALVES TOBE INSTALLED TN VALVE BOXES SHALL BE INSTALLED ONE VALVE PER BOX, 3.8 VALVEBOXES A. VALVE BOXES SHALL BE INSTALLED IN SHRlffi AREAS WHENEVER POSSIBLE. B. EACH VALVE BOX SHALL BE INSTALLED ON A FOUNDATION OF ¾ INCH GRAVEL BACKFILL, J CUBIC FEET MINIMUM. VALVE BOXES SHALL BE INSTALLED WITH THEIR TOPSY, INCH ABOVE THE SURFACE OF SURROUNDING FINT8H ORADE IN LAWN ARhAS AND 2 lNCHES ABOVE FINISH GRADE IN GROVND COVER AREAS. 3.9 SPRINKLER HEADS A. SPRINKLER HEADS SH ALL BE INSTALLED AS INDICATED ON THE DRAWINGS. B. SPACING OF HEADS SHALL NOT EXCEF.D MAXIMUM INDICATED ON THE DRAWINGS. C. RISER NIPPLES SHALL BE OF THE SAME SIZE AS THE RISER OPENING IN THE SPRINKLER BODY. D. POP-UP SPRINKLER HEADS SHALL NOT BE INSTALLED USING SIDE OUTLET OPENINGS. 3. IO MISCELLANEOUS EQUIPMENT A. INSTALL ALL ASSEMBLTES SPECIFI.ED HEREIN ACCORDING TO THE RESPECTIVE DETAIL DRAWINGS OF SPECIFICATIONS, USING BEST STANDARD PRACTICES. B. QUICK COUPLER VALVES SHALL RE SET APPROXTMA TEL Y 12 INCHES FROM WALKS, CURBS, HEADER BOARDS, OR PAYED AREAS WHERE A !'PUCA BLE. C. UNLESS DESIGNED AS AN INTEGRAL PART OF THE IRRIGATION HEAD, ANTI-DRAIN VALVES WILL BR INSTALLED UNDER EVERY HEAD. THE A KT-DRAIN VALVE WILL BE Tllli SAME DIAMETER AS THE RISER AND BE IN fEGRAL TO THE RISER ASSEMBLY. D. INSTALL RAIN SENSOR AS INDICATED ON THE DRAWINGS AND A RECOMMENDED BY THE MANUFACTTJRER 3.11 FLUSHING THE SYSTEM A, PR TOR TO INSTALLATION OF SPRINKLER NOZZLES, THE VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT TJJF. LINES AND RISERS. B. SPRINKLER NOZZLES SHALL BE INSTALLED AFTER FLUSHING THE SYSTEM HAS BEEN COMPI.RTED. 3.12 ADJUSTING THE SYSTEM A. CONTRACTOR SHALL ADJUST VALVES, ALIGN READS, AND CHECK COVERAGE OF EACH SYSTEM PRIOR TO COVERAUE TEST. B. IF 1T JS DETERMINED BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE IHA T Allll!TIONA[, ADJUSTMENTS OR NOZZLE CHANGES WILL RE REQUIRED TO PROVIDE PROPER COVERAGE, ALL NECESSARY CHANGES OR ADJUSTMENTS SHALL BE MADE PRIOR TO ANY PLANTING. C. THE ENTIRE SYSTEM SHALL BE OPERATING PROPERLY BEFORE ANY PLANTING OPERAl!ONS COMMENCE. D. AUTOMATIC CONTROL VAL YES ARE TO BE ADJUSTED SO IHA T THE SPRlNKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY THE MANUFACTTJRER, 3.13 TESTING AND OBSERVATION A DO NOT ALLOW OR CAUSE AN OF THE WORK OF THIS SECTION TO BE COVERED UP OR ENCLOSED UNTTL IT HAS lffFN OBSERVED, TESTED AND ACCEPTED RY THE LANDSCAPE ARCHlTECT. OWNER, AND GOVERNING AGENCIES. B. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHlTECT, OWNER, AND GOVERNING AGENCIES, A MINIMUM OF 48 HOURS IN ADVANCE, WHERE ANll WHEN TIIE WORK IS READY FOR TESTING. .. .. , .,,_,,,'''' ,.;J ;,•1.11··. 1'.,;/''.·\'.':J, i,.,1· ;. :,.! I '\' : . ; :. ., • C. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST OF EACH SYSTEM IN lTS ENTIRETY TO DETERMINE IF THE WATER COVERAGE FOR THE PLANTED AREAS rs COMPLETE AND ADEQUATE IN THE PRESENCE OF THE LANDSCAPE ARCHITECT, D. Tt!E CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK RP.QUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS, OR WHERE THE SYSTEM HAS BEEN WILL FULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN 1T IS OBVIOUSLY INADEQUATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHTTECT, THTS TEST SHALL BE ACCEPTED BY THE LANDSCAPE ARC!JlTECT AND ACCOMPLISHED BEFORE STARTING ANY P LANTl1' G. E. FINAL INSPECTION WILL NOT COMMENCE WITHOlrf RECORD DRAWINGS AS PREPARED BY THE IRRlGA TION CONTRACTOR. 3.I4 MAINTENANCE DUR.ING THE MAINTENANCE PERIOD THE CONTRACTOR SHALL ADJUST AND MAINTAIN THE IRRIGATION SYSTEM IN A FULLY OPERATIONAL CONDITION PROVIDING COMPLETE IRRIGATTON COVERAGE TO ALL INTENDED PLANTINGS. 3.I5 COMPLETION CLEANING CLEAN-UP SHALL BE MADE AS EACH PORTION OF THE WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL BE RFMOVED FROM THE SITE, ALL WALKS AND PAVING SHALL BE BROOMED, AND ANY DAMAGE SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDTTIONS. END OF SECTION . ' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RC[ ____ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE ~=---,·--~_--t;-~~---t;-~~~~~~~~~~~~~~~~~~~~~~~-~::~:~~--·-_:_-. .,..+--___ -_ -t-t---_ -_ -+-t---_ ---, --, [jTI CITYPLA2~G £!R~~N~BAD [j!] 1-----+---+----------------M•~•••••-t-•---+---;----..-----, ===--=:--::-=1--+----l---------------·-·t-----+----t--t-------i REVISION DATE 2.2.99 IRRIGATION SPECIFICATIONS FOR: RANCHO CARRILLO FAMILY HOUSING, VILLAGE B, LOT 207 ORAWN J.S., J.A. ···--·· ~~~~====,?'5)==:;a,:c=~========== 8910 UNIVF:RSm CENTER LANE APPROVED J.P. I----+----,--··.,--------------+--->----+----+--.. ···'· APc-;;P;;o;R;;cOVc.Ec:;-D~~/2/~-~~~~'l~ ___ ~32. ~-ft SUITE 580 ASSISTANT PLA1'11111Nt::: DIRECTOR DATE SAN DIEGO CALIFORNIA 92122 _Jo_B_N_o_. ____ 9_7_-_10_0,-r--:-c::::---t·--·--·+-----------------+----+-----+---·· .. ··-·--· DWN ll'Y: ____ PROJECT NO. DRAWING NO. t.i 619, 558 . 8977 DATE 12.::ll.98 ~TE ..... INITIAL DATE INITIA!: .. ,. ..... f!ATE INITIAL CHKD BY:____ $DP 97-15 -----------, REVISION DESCRIPTION C T 97 02 359 7u ~·:;'.L---------------------------------------------------------------------------------~F:AX~6~19:.:.-~55:8:..:.-9:1~8:8 __ ...;;s~c~AL~E;;;;;;;;;AS;;;S;;H;O;WN==E=N=Gl:NE:E:R:O:F:WO::R::!==================OT:H:ER:::AP:P:R:OV:A:L==CITY:::AP:P:Rr.N=A=L==R>IW=D=ll'Y=:==;;;~;;:;"::-:;;;-;::;;;:::::::m::!.I C.M.W.D. 98-523 Q ._ ~ " (9 t,,_ V [Cl ~ G) @ (1) (j]) @ SYMBOL T H F ---- ...._ ~ e • " e • 0 e a) " "' ...._ LI,_ "117 'e" w [l B EE ["l l"I • 6 i:;j " • ~Qi @ @ @ @ (j) @ ® ® NOT SHOWN NOT SHOWN NOT SHOWN !Iii !Bl 181 NOT SHOWN ISZI ISi [j NOT SHOWN !El !El MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER RAIN BIRD HUNTER P.O.C. FEBCO IRRIGATION MATERIAL LEGEND MODEL NO. / DESCRIPTION GPM 1806-SAM-NP-10-LA-PCS-D20/030/040 POP-UP SHRUB HEAD .20,.30,.40 1812-SAM-NP-10-LA-PCS-D40/060/090/175 POP-UP SHRUB HEAD .39 .. 52 •. 79. 1 .57 1812-SAM-NP-12-PCS-060/090/125/260 POP-UP SHRUB HEAD 1812-SAM-NP-15-PCS-090/125/175/370 POP-UP SHRUB HEAD 1812-SAM-NP-15EST/SST-PCS-060/125 POP-UP SHRUB HEAD 1806-SAM-NP-1 O-LA-PCS-020/030/040 POP-UP TURF HEAD .65,.87, 1.3,2.6 .93, 1.23, 1.85,3.7 .61,1.21 .20,,30,,40 1806-SAM-NP-10-LA-PCS-040/060/090/175 POP-UP TURF HEAD 39,.52. 79, 1.57 1806-SAM-NP-12-PCS-060/090/125/260 POP-UP TURF HEAD 1806-SAM-NP-15-PCS-090/125/175/370 POP-UP TURF HEAD 1806-SAM-NP-15EST/SST-PCS-060/125 POP-UP TURF HEAD 1806-SAM-5F-B-PCS-040 STREAM BUBBLER . 65,,87, 1.3,2.6 .93, 1.23, 1.85,3.7 .61,1.21 0.40 1402 FULL CIRCLE, TRICKLE PATTERN BUBBLER. INSTALL TWO PER SYMBOL 0.50 PGM-12-A-R-V-.75/1.0/2.0 HI-POP RECLAIMED SHRUB ROTOR HEAD PGH-ARV/3RV-01/D4/06 HI-POP RECLAIMED SHRUB ROTOR HEAD PGH-ARV/3RV-03/05/08 HI-POP RECLAIMED SHRUB ROTOR HEAD PGH-ARV/3RV-04/06/09 HI-POP RECLAIMED SHRUB ROTOR HEAD PGH-ARV /3RV-05/07 /10 HI-POP RECLAIMED SHRUB ROTOR HEAD .75, .60, 1.0, 1.4, 1.8, 1.0, 2.0 1.4, 2.4 1.8, 3.7 2.4, 4.9 3.0, 6.0 PSI RADIUS 30 5 FT 30 10 FT 30 12 FT 30 15 FT 30 4X15 FT 30 5 FT 30 10 FT 30 12 FT 30 15 FT 30 4X15 FT 30 6 IN. 30 NA 40 20 FT 40 25 FT 40 30 FT 40 35 FT 40 40 FT ALL ROTOR HEADS INSTALLED 10 FEET OR MORE FROM PAVED OR 5 FEET FROM PEDESTRIAN ACCESABLE AREAS SHALL BE PGS-ARV/3RV HEADS WITH THE NOZZLES AS SHOWN OR PGM-00-A-R HEADS WITH THE NOZZLES AS SHOWN ALL SPRAY HEADS INSTALLED 10 FEET OR MORE FROM PAVING AND 5' OR MORE FROM PEDESTRIAN ACCESSABLE AREAS SHALL BE PA-8S HEADS WITH THE NOZZLES AS SHOWN HCV SERIES ADV, TO BE INSTALLED ON ALL SPRINKLERS HEADS WITH LOW HEAD DRAINAGE 1 1/2" POTABLE WATER MITER (FUTURE RECLAIMED) W/ A 2" SERVICE LINE, VERIFY LOCATION, SIZE AND STATIC WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. TEMPORARY USED IN PLACE OF RECLAIMED WATER METER, TO BE REPLACED WITH RECLAIMED WATER METER AT A FUTURE DATE 825Y-1 1/2" REDUCED PRESSURE BACKFLOW ASSEMBLY W/ BRONZE WYE STRAINER WILKINS 500-HLR 2• PRESSURE REGULATOR, INSTALL ON BACKFLOW ASSEMBLY STRONG BOX SBBC-45-AL ALUMINIUM BACKFLOW ENCLOSURE GRISWOLD RAIN MASTER NIBCO NELSON RAIN BIRD 2000E-11/2" "EPOXY FUSED" MASTER CONTROL VALVE DX-03 FLOW SENSOR INSTALLED PER MANUFACTURER SPECIFICAIONS. T-113 BRONZE GATE VALVE, LINE SIZE PER MAINLINE 7645 (RECLAIMED) QUICK COUPLER VALVE, INSTALL INSIDE A 1 O" ROUND VALVE BOX PES-B-PRS SERIES PLASTIC PRESSURE REDUCING REMOTE CONTROL VALVE, SIZE AS SHOWN ALL VALVES AND BOXES TO BE PURPLE ALONG PARKING LOT RAINMASTER "EVOLUTION" HS16-SDX-XX. SEE SHEET 7. STRONG BOX SB-24 SS STAINLESS STEEL CONTROLLER ENCLOSURE W.C.S. RG/RG-VR "RAINGUARD'· RAIN SENSOR. MOUNT ON ENCLOSURE AND WIRE TO CONTROLLER N/A AS APPROVED 120 VOLT ELECTRICAL POWER, PROVIDED BY OTHERS, VERIFY ACTUAL LOCATION IN FIELD RECLAIMED WATER PVC PIPE 3/4" -3" CL. 200 AS LATERAL LINES 12" BELOW GRADE PIPING SHALL BE COLOR COOE'.D PURPLE ANO MARKED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET T-1 AS APPROVED POTABLE WATER PVC PIPE 2" CL. 315 AS MAINLINES 24" BELOW GRADE AS APPROVED RECLAIMED WATER PVC PIPE 2" CL. 315 AS MAINLINES 24" BELOW GRADE, PIPING SHALL BE COLOR CODED PURPLE AND MARKED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET T-1 EV-CAB-COMM. COMMUNICATION CABLE INSTALLED PER MANUFACTURER SPECIFICATIONS. DETAIL A A A A A A A A A A A L A A A A A B B B N/A C C C D E F G H N/A J J J N/A NO SYMBOL RAIN MASTER AS APPROVED RECLAIMED WATER SCH. 80 PVC PIPE AS SLEEVING UNDER VEHICULAR PAVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE K CARRIED, PLACE BELOW ALL VEHICULAR PAVING, ANO AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. PIPING SHALL BE COLOR CODED PURPLE AND MARKED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET T-1 NO SYMBOL AS APPROVED RECLAIMED WATER SCH. 40 PVC PIPE AS SLEEVING UNDER PEDESTRIAN AND PRIVATE DRIVEWAY PAVING. TWICE THE DIAMETER OF PIPE K OR WIRE BUNDLE CARRIED, PLACE BELOW ALL VEHICULAR PAVING, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL AS APPROVED RAIN BIRD AS APPROVED PIPING SHALL BE COLOR COOED PURPLE AND MARKED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET T-1 IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) ST-03 GREY "SNAP-TITE" WIRE CONNECTORS ANO PT-S5 SEALER ALL VALVE BOXES SHALL BE PURPLE COLOR CODED AND MARKED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET T-1 AS APPROVED ALL VALVES SHALL HAVE RECLAIMED WATER ID TAGS INSTALLED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET T-1 AS APPROVED ALL CONTROLLERS SHALL HAVE RECLAIMED WATER PLACARDS INSTALLED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET T-1 ALL PJPINOR)R PERIMEThR SYSTEMS SHALL BHRhCLAJMh1J WATER PURPLE COLORED WITH RECLAIMED WATER WARMNGS. ALL Vi4l VE BOXES SHALL BE PURPLE COLORED WTTI I RT/CIA/MED WA TT!R WARNINGS. AIT ffT!ADS Sf!A!I !IA VE "NP" CAPS W!Tfl RECLAIMED WARNINGS VERIFY ALL RECl.AIJIJED EQUIPMENT LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TOCOMMENCJN(J WORK. STATIONS BJ THRUBJSHALL1:IHINSTALL1:1JDJRJ:X'TLY TORiiCLAJMJ:.lJ WAIHRM.1INUNHLOCATHJ ATJ'ALOMAR AIRPOII T ROAD AND MhLI/OSH DRIVE AS SHOWN ON SHEfiT 7. J,K M N/A N/A N/A 23.0 2,300 1' ~---~VALVE NUMBER 230 --G.P.M. IRRIGATION NOTES 1 ALL LOCAL MUNICIPAL ANO STATE LAWS, RULES ANO REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES ANO SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS . 6 DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS ANO SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FlELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER SHALL BE DETERMINED IN THE FIELD BY THE CARLSBAD MUNICIPLE WATER DISTRICT BACKFLOW SPEACIALIST. 9 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. 10 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A PVC SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A PVC SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS, SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING, ALL SLEEVES UNDER VEHICULAR PAVING SHALL BE SCH,80 PVC PIPE, ALL SLEEVES UNDER PEDESTRIAN PAVING SHALL BE SCH. 40 PVC PIPE. 11 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 12 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. WATER PRESSURE CAI CUI AJIONS .C.V. ELEVATION Sweene:i,, & Associates, Inc. & Consultln "AS BUILT" --AIPPROXI ~----VALVE SIZ 2,300 MATE FEET OF GEOFLOW TUBING li--i--lgotlon Oeislgn APPROVED FOR PLANTING •'il• 8910 UNIVERSITY CENTER LANE SUITE 580 SAN DIEGO CALIFORNIA 92122 619 • 558 · 8977 FAX 619 • 558 • 9188 E REVISION DATE 1/19/99 DRAWN APPROVED JOIJ NO. DATE SCALE 2/4/99 J.S., J.A. J.P. 97-100 9,Z,96 • • 28441 Rancho Callfornkl Rd. Ste. K : -!, Tftmecula, CA 92590 ~ : Ph. 909-695-2367 Fax. 909-695-246 • E-mail: LSCl).imicro.ccm .. ~ ti DI ,,: 0 .. -·-.. ,, __ . ,~ ·-----,-' . DATE INITIAL ENGINEER OF WOR~ REVISION DESCRIPTION AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE I S1H2 I CITY OF CARLSBAD I S1EaS I PLANNING DEPARTMENT -_,, . .,,, ~M••-~~• IRRIGATION PLAN FOR: RANCHO CARRILLO FAMILY HOUSING, VILLAGE B, LOT 207 APPROVED ~ 3-J~-9 9 ASSISTANT , ~,<NING DIRECTOR DATE,-- OWN BY· ,. __________________ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY, SDP 97-15 OTHER APPROVAL CITY APPROVAL RVWD BY, ,-T 97_n., 359-7M C.M.W.D. 98-523 ------FINISHED GRADE IN TURF AREAS -----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. FLOW SENSOR, SEE LEGEND FOR SPECIFICATION =''III:::"-'j I I'" ~=-" fu~.~ -FINISHED GRADE IN SHRUB AREAS ,m-111-1 ; i..lJ;:;;llJ 4" MIN. I 111 111 1 111 iillri s1.;-111""""""'"""""'}--\lt. Hi~Trtt' ~n~. • --~~ ::~L~0E0PPIPE 1-,._..___c_:_ll__c_:_l l;-I ~ I PER SPECISIFICATION NOTE: ~.J---BRICK SUPPORTS '--------LANDSCAPE FABRIC '---------3/4" ROCK. 2 CUBIC FT. ~~~ ~~rcL!NEAtlf ~Ji. MASTER VALVE SECTION VIEW -N.T.S. INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE OF THE FLOW SENSOR. E -FLOW SENSOR 1111111 ■IIMI FINISH GRADE J DIMENSION A B 1/2" TO 2-1/2" IN SIZE 18" 12" 3" TO 6" IN SIZE 24" X SECTION VIEW -N.T.S. C 4• 4" LATERAL LINES, SEE SPECS. PRESSURE MAINLINE, SEE SPECIFICATIONS CONTROL WIRES, SEE SPECS, Pl PE INSTALLATION METER BOX W/ METER------- SIDEWALK I CURB l --24"=-=-1 APPROX. 8" 12" MINIMUM POTABLE SERVICE LINE-----~- 0 RECYCLED WATER IRRIGATION MAINLINE W/ SLEEVE NOTE: VERTICAL CLEARANCE OF 12" MINIUMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 1 O' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. 0 POTABLE SERVICE LINE CROSSING ------FINISHED GRADE IN TURF AREAS -----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLIESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MV" ONTO LID. MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. ~ FINISHED GRADE IN SHRUB AREAS ""Jj' ill~ :::=,1:::w11 4 .. 1MIN. '11,m111I11 24• WIRE LOOP = 11 ..... 11 "'--m. w ~'n-__'~~~~~~~~;---VALVE ID TAGS .,.__,,_ __ PVC SCH 40 FEMALE _.....J--L__J.=IJ...~.!J'-i'~P.--,,--.).:_.-J ADAPTER. 2 REQUIRED 0 0 '----PVC MAINLINE TO FLOW SENSOR, PIPE PER SPECS. BRICK SUPPORTS '-------BRASS UNION '--------BRASS NIPPLE TYP. '--~--~---LANDSCAPE FABRIC '----------3/4" ROCK, 2 CUBIC FT. '-----------------PVC MAINLINE PIPE FROM BACKFLOW PER SPECS. NOTE: SECTION VIEW -N I 5 USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MASTER VALVE ASSEMBLY. D MASTER VALVE ~--STAINLESS STEEL ENCLOSURE SEE LEGEND FOR SPECIFICATION ,,-------RAIN SHUT-OFF DEVICE, REFER TO / LEGEND FOR SPECIFICATION r--7 . ..jgc:::::!_ ___ IRRIGATION CONTROLLER GFI lYPE SWITCH W/ ON-OFF SWITCH TERMINAL STRIP AND CONTROL WIRES 1" PVC ELECTRICAL SWEEP FOR FLOW SENSOR WIRES ~ EPOXY SEALANT / /.'.'.'. CONCRETE PAD AS PER CONTROLLER / / ENCLOSURE MANUFACTURER'S SPECS. ~ FINISH GRADE 3" PVC ELECTRICAL SWEEP FOR LOW VOLTAGE CONTROL WIRES "'1---------1" PVC ELECTRICAL SWEEP FOR 110 VOLT POWER WIRES l~------3/4" X 96" COPPER GROUND ROD SECTION VIEW _ ~~I~~-ECT AS PER MANUFACTURER CONTROLLER STREET SURFACE ----- 3.5 FEET POTABLE MAINLINE-------, (SEE IMPROVEMENT DRAWINGS) f 12" MINIMUM REQUIRED VERTICAL SEPARATION l/ SLEEVE RECYCLED WATER IRRIGATION MAINLINE -(g NOTE: ALL RECYCLED WATER IRRIGATION PIPING AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS" OCTOBER 1993 N POTABLE MAINLINE CROSSING --------------FINISH GRADE R/P DEVICE SEE LEGEND FbR SPECIFICATION ------BRASS BALL VALVE TYP. r-::'--"7""1.----BRASS NIPPLES MIN. 4" lYP. r I I ~--'----BRASS ELL, 4 REQUIRED I 1---BACKFLOW ENCLOSURE IF SPECIFIED !-------PRESSURE REGULATOR OR WYE I STRAINER IF SPECIFIED, SEE BELOW • 1-----BRASS UNION, 2 REQUIRED 12" MIN. " BRASS RISERS LENGTH AS REQ. ~::Ill:!.-~~ PVC MAINLINE TO MASTER VALVE '-----SCH 80 PVC FEMALE ADAPTER '-----SCH 80 PVC NIPPLE 6" MIN. ~--------CONCRETE SLAB, SEE BELOW ~-------------PVC MAINLINE NOTE, IF WYE STRAINER OR PRESSURE REGULATOR IS SPECIFIED, INSTALL ON EITHER THE HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS. CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. INSTALL PER C.M.W.D. STANDARD DWG. /IW-20 C BACKFLOW ASSEMBLY ------FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER. USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "Rev" AND CONTROL STATION # ONTO LID. --cf=!:r,i'r';l,i~;:::;:,:11::::--\\----VALVE ID TAG LATERAL~ ---,,-1:f~:l:J::l~.::Y:...if--l, --,,Ir---PVC THD. ELL SCH 80 PVC c__-'l"'ef--11.....---CONTROL VALVE FEMALE ADAP.-1~ SCH. 80 PVC ~--SCH 80 PVC NIPPLE TYP. ><1-~-BRICK SUPPORTS SCH. 80 UNIO"-----' H Oi---IRRIGATION MAINLINE ~------3/4" CRUSHED GRAVEL TWO CUBIC FEET '---------LANDSCAPE FABRIC SECTION YIEW -N IS -CONTROL VALVE -------LOW VOLTAGE WIRES, 3 MAXIMUM ----OUTER CASE OF CONNECTOR STRIP AND TWIST WIRES FOR PROPER CONNECTION CRIMP COPPER SLEEVE INSTALLED WITH RECOMMENDED TOOL CONNECTOR INSERT-------------1 NOTE: FILL OUTER CASE Wm-I SEALER PRIOR TO FINAL ASSEMBLY. M WIRE CONNECTION REVlSION 1/19/99 DATE 2/4/99 NOTE: ~------SHRUB ADAPTER SPRAY HEAD, SE;E LEGEND FOR SPECIFICATION ~------SHRUB RISER ASSEMBLY, SEE LEGEND FOR SPECIFICATION ,,-----SCH 40 PVC THREADED COUPLING PRE-ASSEMBLED TRIPLE SWING JOINT1, PVC TYPE, WITH 0-RINGED JOINTS, MIPT INLl;.T AND MIPT OUTLET LAY LENGTH TO BE 6 MINIMUM SIZE AS PER SPRINKLER OUTLET. ~--SCH 40 PVC SxS,T TEE FITTING LATERAL • SPRINKLER INLET SIZE INSTALL POPUPS WITHIN 10 Ft. OF ALL PEDESTRIAN AREAS. INSTALL SPRINKLER HEADS 12" FROM FENCES WALLS OR BUILDINGS. 00 NOT INSTALL SPRINKLER HEAD WITHIN 36" OF PAVING, CURBS OR TURF EDGES. INSTALL SPRINKLER HEADS PLU~B. ADJUST SPRAY TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. B SPRINKLER ON RISER r-----FINISHED GRADE IN TURF AREAS rnl11in1w -III-llf ffi11iilllT .------:cc-PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER. USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "QCV" ONTO LID. QUICK COUPLER KEY WITH MALE HOSE BIB CONNECTION AS SHOWN, KEY MUS CLEAR VALVE BOX ~ FINISHED GRADE IN SHRUB AREAS ----11'-'=W~-ou1cK COUPLER VALVE SEE LEGEND FOR SPEC. l=l------\1-----STAINLESS STEEL CLAMP ~1,1~j~~,,~j:l BRICK SUPPORTS C;: _,,,-DURA PRE-ASSEMBLED SWING JOINT NOTE: /" WITH QNE PIECE BRASS MIPT NIPPLE >---"✓ MOD. # 1-A1912 '-,,----J...s.il:.J.-_,___ MAINLINE, SEE SPECS. ,_ ______ /14 x 36" REBAR STAKES, ~ REQUIRED ~-------LANDSCAPE FABRIC .....----------3/4" ROCK, 1 CUBIC FT. SECTION VIEW N T S USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. QUICK COUPLING VALVES SHALL BE OF A TYPE APPROVED FOR RECLAIM WATER. G QUICK COUPLER PROVIDE TWO RAIN BIRD 1402 0.50 GPM BUBBLERS PER TREE ,,-------RUBBER DRAIH CAP MISSION RUBBER CO. NO. 0704-015, 4" . + + + + + + + + . + + + + . + + + + + + + + . + + + + . + + + + + + + + . + + + + . + + + + + + + FINISH GRADE BUBBLER HEAD, SEE LEGENO FOR SPECIFICATION TOP 1 • BELOW FINISH GRADE f-+l<f=elh-------SCH 80 NIPPLE, LENGTH AS REQUIRED, 2 REQUIRED ,;,:::,:,-1--1+.-..------VALCON 1/2" ANTI DRAIN VALVE 0 "]jj= -----NATIVE SOIL ."o ",l-"'L..:J.J..wcc.._ ------PVC LATERAL LINE ~~- ~°o~. • ,,o 0 • •: ...___ _____ DRILL THROUGH PIPE '------1 /2" PVC ELL (SxT) !+-------4" DIA. • 36" LONG PERFORATED PVC DRAIN PIPE FILL WITH 3/4" GRAVEL TO BOTTO~ OF CHECK VALVE ~-----------AMMENOEO BACKFILL '----------------ROOT BALL OF TREE SECTION L-TREE BUBBLER Sweene'.:!'. & Associates, Inc. 1,-.-1gat1on D•••an & Oon•uitlnCII APPROVED --------INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS 1m: : 1rri1 111 f I.II Ulg 'III----II1-'I I ~ffl~ITI~~ =1 I 1==11 1=::11 1-----POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION "'-----INSTALL SPRINKLER HEAD 1/2" -ABOVE FINISHED GRADE IN SHRUB ··:·ITT==m--=r AND GROUND COVERS AREAS \lllli'jllliilf ____ UNDISTURBED SOIL Iii III-UI= =::I1I::C::I I le_:! ----PRE-ASSEMBLED TRIPLE SWING JOINT. PVC TYPE, WITH 0-RINGED JOINTS, MIPT INLE, AND MIPT OUTLET LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET ----SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE --LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED NOTE: INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. • A - POP-UP SPRINKLER ~--------FINISHED GRADE IN TURF AREAS l PLASTIC ROUND VALVE BOX WITH BOLT DOWN r--COVER, USE STAINLESS BOLT NUT AND WASHER. I l ' HEAT BRAND "GV" ONTO LID. ~'---FINISHED GRADE IN SHRUB AREAS 6" m---m • GATE VALVE W/HAND WHEEL -111-111 11 m <!,; °.f}, ~lx'.1-----BRICK SUPPORTS 0 i'i>@"t j!l,';,~"?f----ONE CUBIC FOOT oo~.0 • 3/4" CRUSHED GRAVEL •, a<::o SCH 40 PVC COUPLING o• 66° Oo.o&fo~ •• ---~---SCH 80 PVC T.O.E. SECTION VIEW -N,T.5, NIPPLE, 6" LONG F -GATE VALVE PAVING ffil I lrn] .· ••.••.. ••·•·•••••·•··•·•·•· •·· •·•·· ·.·•··· •••. ·.·, ' ~1111 SAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL 8 LATERAL LINES lfTI···:1 11"-I 11 > ill=ill=---=111-111 i> .. · .. · .. · .. ··.· ·.· .· .· .··. __ CONTROL WIRES UNDISTURBED SOIL PRESSURE MAINLINE Im 11 1-1 I CJ [) •.• . P > 0 11 i -I I I~ =1 I 1=1 I 1= i~ r !: f)f :f 1=1 I 1=1 1111·-.. 111··-·111---11 i-~11r-~111·-·111-·111 111:: DIMENSION A B C D 1/2" TO 4" IN SIZE 18 .. ,36"" 18" 361 • 12No ,36'" 4• SECTION VIEW N,T.s. SLEEVES TO BE AS FOLLOWS: PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL. -MAINLINE, WIRING UNDER PEDESTRIAN PAVING SHALL BE PVC SCH. 40 W/1 B" COVER : lb.1~~fl.l-r. \Jllilll"h., PtWNl!Nul:&,tlll':vd-11ttk ~~vl'J8 ~.!l:L 4& 'lf4.tf"si£?.Vfi~ w/36" covER K SLEEVE I NS TA L LAT ION "AS BUILT" FOR PLANTING ~-·~· 18441 Rancho calllonle Rd. Ste. K ; ...,-! AND IRRIGATION ONLY, THtleulL CA 82580 j _: P1I. eo,.oewa.1 FIK, 901H9J.2407• • INCLUDING E_...., ~8C-ro.c001 • • "o,,o PRECISE RCE EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE I 1H3 \ CITY OF CARLSBAD I SlEBS \ PLANNING DEPARTMENT IRRIGATION PLAN FOR: ·-- RANCHO CARRILLO FAMILY HOUSING, VILLAGE B, LOT 207 DRAWN J.$., J.A. 8910 UNIVERSITY CENTER LANE SUITE 580 SAN DIEGO CAIJFORNIA 92122 619 , 558 . 8977 FAX 619 -558 · 9188 APPROVED J.P. JOB NO. 97-100 DATE 9.Z.9S SCALE DATE INITIAL DATE INITIAL REVISION DESCRIPTION -c·- ENGINEER OF WORK OTHER APPROVAL APPROVED '-;?";;;7.u 3-~-f:;' ASSISTANT Pl J!:T.JNiNG DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: SDP 97-15 359-7M CITY APPROVAL RVWD BY: C.T. 97-02 C.M.W.D. 9 ~ ~ ~ ~ ,-:;} ~ ! '4 .... ci&:; ):~-a:_i ::r,: ~~ ~0-1 L, ~.r Zrri ~..:: ··~· "§"~ -m ' ~-;-1:6 .• .... · 1='.,!<-=.i c_,';'" li.'r·-. <''i cr, "" .. \ I PR~PERTY LINE --J --MA TCHLINE ------:::-=.:·--- --------. _____ ------- I ~ I ' 1"'-1 I\ II I \\ \\ ,,------INSTALL SLOPE-PLANTING PER PLANS BY DNA !-___ -= ~ _ ---. . -1-ANDSCAf:£ _ARCHl:fE-CT DVG, --- 11 ---------ND --35..9=:;/L,-------\ -- I _J__ w lw R w R R ----SHEET 15 _:_,_ --.··· ::·.·~~ i~-·~·.:-···· LINE .---=--=-~' □, 'w' --r-------- 1 -~ ---f ---+-··:,-,-_~c--'---:--='-~=" _A"(_--_---i::-=-::::~::::'./~ ~;/ ~ ',<> !Tl .:~-i~:·> ~,.__\flV' }1 ! !i m~--~~~\I:)~• _,- '· ·--_, ----·· ... -·· .- / FDR PLANTING LEGEND, SHEET 18 - DETA~S. NOTES SEE "'"" --_j_ _____ -_-,\,:-:,··· I I ~ ,. ' . . ., -~}·' . ~M~ ~ 4i/ ,,.,,::,: .. ~ ="-'-'-'".'.21711 . .,' REVJSION DATE DRAWN &910 UNIVERSITY CENTER LANE APPROVED SUITE 580 SAN DIEGO CALlFORNIA 92122 JOB NO, 619 • 558 • 8977 DATE FAX 619 · 558 • 9188 SCALE o· 2,2_99 J.S,, J,A. J.P. 97-100 12.31.96 1"-20' --I I I I I I I I so· I I I ELEMENTARY PLAY AREA SCALE: 1 ""' 1 O' I I I I I I I I ~PPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE ____ EXP, ---- REVIEWED BY: INSPECTOR PLANTING PLAN FOR: .I )-, .. ·, I I DATE DATE X I-----+--+------------+---+------<~ RANCHO CARRILLO FAMILY HOUSING. VILLA.GE B, LOT 207 APPROVED 3-J'd-z.z_ ASSISTANT PLA I DATE DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DWN BY: PROJECT NO. DRAWING NO, DATE INITIAL DATE INITIAL CHKD BY, SDP 97-15 OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 97-02 359-7t.1 ~" .. -,,,L-------------------------------------------------------------------------------------------------------------------------------~~:-:""~:-"':!~-,~-~~r-----,. . ~ ' C.M.W.D. 98-523 Sr__, 2 ~! -,: ,~ . . ::.·· :=; ;_:_; --. ~ .·n ' ~~-~ r:n c:.,:: c:::"· '·" <l:. .. "~ --- PROPERTY LINE--~ MATCHLINE ----SEE SHEET 14 -1~11111111!111-I i: -= -~~~=~-l I E o ; _{-"c"><'>?"'T -n-,} T -,--- I .• I \ "· .• . ·. I " 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 I I I I I I I I I I I I " I I I I A',~--..-; --... ___ _ / I I '1--. ! I /. I ··-- / ·--.. I ; I I I I \ .,.:, :;,,_._. '·) ... 8910 UNIVERSITY CENTER LANE SUITE 580 SAN DIEGO CAIJFORNIA 92122 619 • 558 • 8977 FAX 619 • 558 • 9188 - .. .. I I I I I I I I I I I -·- I I I I I I FOR PLANTING LEGEND, DETAI S 8, NOTES SEE SHEET 18 L J o· REVISION DATE 2.2.99 DRAWN J.S., J.A. I I I I I ' ' I I I I I I I I I I I I I ; ! I I I I I I I I I I I I I J I 1 ii (I / _ .. _-/-__ / - . I /· I p TODDLER PLAY AREA SCALE: 1 "= 1 Q' w I I i_ I I I I I ! I I ; I I I I I I I I I I I I I I I I ~ --APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE ___ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE CARRILLO FAMILY HOUSING, VILLAGE B, LOT 207 APPROVED J.P.1----+---t-----------------t----t-- .JOB NO. 97-100 --··+---t-----DATE INITIAL DATE DWN BY: ___ _ INITIAL DRAWING NO. DATE 12.31.98 -· DA_ccTc:.E----1 __ IN--IT--IA-=L-_________ __, SCALE 1 .. _20. ENGINEER OF WOR -~---+---~------. OTHER APPROVAL Cl'TY APPROVAL REVISION DESCRIPTION CHKD BY: ___ _ RVWD BY: PROJECT NO. SDP 97-15 C.T. 97-02 359-7M ,'±'L------------------------------------------------------------------------------------~r'l"""I'~::--~~~~---,_ C.M.W.D. 98-523 ... C / / i I , \ I I I I I \ I I I I I I \ I I I I I \ I I I // c'•,:,./ .-A:·:::.>· / ,· ,/'/ <<., . C) ,_." --· \\ \\ >--GENERAL UTILITY EASEMENT GRANTED TD THE CITY OF CARLSBAD PER MAP ND. 13582, --:..:: \. ' • VINES TD BE PL~TED ON SlDE\,IALK SIDE\ OF \,/ALL/FENCE, VINE'i SHO\,IN BEHIND \,/ALL . FOR CLARITY □NL Y, ,.,,. .__ '-" ._ POOL LIGHT 8. PORTABLE CHAIR LIFT ( )-. :.1 co I I I. I I 8910 UNIVERSITY CENTER LANE SUITE 580 SAN DIEGO CALIFORNIA 92122 619 . 556 • 8977 FAX 619 • 558 • 9188 FOR PLANTING LEGEND, SHEET 18 O' REVTSJON DATE 2.2.99 DRAWN J,S .. J,A. APPROVED J,P, JOB NO. 97-100 DATE 12,31.98 DATE I R ·-· ~I 20' INITIAL SCALE 1"=20' ENGINEER OF WOR I ,r ' I . I ··--... _____ ~--.. , __ ··--.. I NOTES SEE 40' -...... _ SHEET 15 --.. ii/ ''-, ~ ~ 1/1 I /// -I I I - ---R,□,'w ,/I I I '1 I I CURB 71 I 1/ I I --• - 1 1INSTl)LL SLOPE PLANTING / ij/ 1 PER /PLANS BY DNA / l rf I LAN1DSCAPE ARCHITECT D\,IG, I 1 ND/ 359-?L, SHT, 27 / I I O I ij/1 II I // / L I I r----I I I O I I / I ~ I / I 71 I I II 0 / I I SE\,IER AND \,/ATER ii I I L I II/ II EASEMENT TD C,\,l,M,D I!/ / 1 1/1 / ..,.___, I f I 4.J I / / LI I / I / I /'.l<ISTING SDUND~L // I I 11_ 7 1 1 I :::;::; I 1 I 4._11 1 I I r-.:. I I I I' u I I I ~/ I O 1 /1 / -~ ·--._ f I I I ::r:; I I I -.. ______ . ✓--1 . I .____, I I I ---.__ f I I 1 I I I ~-PR □P~;;Y-L 1 1 11 I I I /;1 7--, / I I 80' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE ____ EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE fsiml ~c_1_r_Y-=c_o_F_c_A_R_L_s_s_A_D~ I sH1E8ETs I L.1..§_J PLANNING DEPARTMENT PLANTING PLAN FOR: RANCHO CARRILLO FAMILY HOUSING, VILLAGE B, LOT 207 DRAWING NO. --· 0 ,:, ;, .. , ,.,,.n; ~~ ~!'.~, er .. (\, L, •. -·u.J St:CTION 02900 -LANDSCAP.ING PART l -GENERAL 1.1. RELATED DOCUMENTS A. DRAWINGS AND GENERAL PROVTSIONS OF THE CONTRACT, APPLY TO THIS SECTION. 1.2. SUMMARY A. THIS SliCTION INCLUDliS THE FOLLOWING: I. TREES 2. SHRUBS 3. GROUND COVERS 4. PLANTS 5. SOIL AMENDENTS 6. FliRTILIZliRS AND MULCHES 7. STAKES 8. LANDSCAPE EDGINGS 1.3. SUBMITTALS A. GENERAL: SUBMIT EACH ITEM IN THIS ARTICLE ACCORDlNG TO THE CONDITIONS OF THE CONTRACT. B. PRODUCT CERTIFICATES SIGNED BY MANUFACTURERS CERTIFYlNG THAT THEIR PRODUCTS COMPLY WITH SPECIFIFD REQUIREMENTS. l. MANUFACTURER'S CERTIFIED ANALYSIS FOR STANDARD PRODUCTS. 2. ANALYSIS FOR OTHER MATERIALS BY A RECOGNIZED LABORATORY MADE ACCORDING TO MFTHODS ESTABLISHED RY THE ASSOCIATION OF OFFICIAL ANALYTICAL CHEMISTS, WHERE APPLICABLE. 3. LABEL DATA SUBSTANTIATING THAT PLANTS, TREES, SHRUBS AND PLANTING MATERIALS COMPLY WlTll SPECIFIED REQUIREMENTS. C. MA TFRIAL TEST REPORTS FROM QUALIFIED INDEPENDENT TESTING AGliNCY INDICATION AND INTERPRETING TEST RESULTS RELATIVE TO COMPL.IANCE OF Tl IF FOLLOWl"IG MA TERTALS WITTI REQUIREMENTS INDICATED. I. ANALYSIS OF EXISTING SURF ACE SOIL. 2. ANALYSIS OF IMPORTED TOPSOIL. D. PLANTING SCHEDULE INDICATING ANTTClP A TED DA TFS AND LOCATIONS FOR EACH TYPE OF PLANTING. 1.4. QUALITY ASSURANCE A. INSTALLER QUALIFICATIONS: ENGAGE IN AN EXPERIENCED INSTALLER WHO HAS COMPLETED LANDSCAPE WORK SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL LANDSCAPE ESTABLISHMENT. I. INSTALLER'S FIELD SUl'ERVISION: RhQUIRE INSTALLER TO MAINTAIN AN EXPERIENCED FULL-TIME SUPERVISOR ON THE PROJECT SITE DURING TIME THAT LANDSCAPING IS IN PROGRESS. H. l'ROVIDH QUALITY, SIZE, GENUS, SPECIES AND VARIETY OF TREES AND SHRUBS INDICATED, COMPLYING WITH APPLICABLli REQUIREMENTS OF ANSI Z60.l "AMERICAN STANDARD FOR NURSERY STOCK." C. PRE-INSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE NOTIFYING CITY OF CARLSBAD, LANDSCAPE INSPECTOR (760) 815-6708, ALLOW 48 HOURS NOTICE. 1.5. DELIVERY, STORAGE, AND HANDLING A. PACKAGED MATERIALS: DELIVER PACKAGED MATERIALS TN CONTAINERS SHOWlNG WEIGHT, ANALYSIS, AND NAME OF MANUFACTCRER. PROTECT MATERIALS FROM DETERIORATION DURING DELIVERY AND WHILE STORED AT SITE. B. TREES AND SHRUBS: DELIVER FRESHLY DUG TREES AND SHRUBS. DO NOi' PRUN 86FORE DELIVERY, EXCEPT AS APPROVED BY ARCHITECT. PROTc:c-r BARK, HRANCHES, AND ROOT SYSTEM FROM SUN SCALD, DRYING 'SWEATING, WHIPPING AND OTHER HANDLTNn AND TYTNG DAMAnE. DO NOT BEND OR BIND-TIE TREES OR SHRUBS IN SUCH A MANNER AS TO DESTROY NATURAL SHAPE. PROVIDE PROTECTIVE COVERING DURING DELlVF.RY, no NOT DROP TREES AND SHRUBS DURING DELIVERY. C. DELIVER TREES, SHRUBS, ClROUND COVERS AND PLANTS AFTER PREPARATIONS FOR PLANTING HA VE BF.EN COMPLETED AND INST A LL IMMEDIATELY. IF PLANTING lSDELAYEDAFTERDELIVERY, SET PLANTING MATERTALS IN SHADE, PROTECT FROM WEATHER AND MECHANICAL DAMAGE, AND KbFI' ROOTS MOIST l. DO NOT REMOVE CONTAINER-GROWN STOCK FROM CONTAINERS BF.FORE TIME OF PLANTI'.'<G. 2. WATER ROOT SYSTEMS OF TREES AND SHRUBS STORED ON SITE WITH A FINE-MIST SPRAY. WATER AS OFTEN AS NECESSARY TO MAINTAIN ROOT SYSTEMS IN A MOIST CONDITION. 1.6. PROJECT CONDITIONS A. UTILITIES: DETERMINE LOCA TTON OF ABOVE GRADE AND UNDERGROUND UTILITIES AND PERFORM WORK IN A MANNER WHICH WILL AVOID DAMAGE. HAND EXCAVATE, AS REQUIRED. MAINTAIN GRADE STAKES IJN'flL REMOVAL IS MUTUALLY AClREED UPON BY PARTIES CONC.ERNED. B. EXCAVATION: WHEN CONDITIONS DETRIM.ENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, NOTTFY ARCHITECT BEFORE PLANTING. 1.7. COORDTNATTO\I AND SCHEDULING A. COORDINATE INSTALLATION OF PLANTING MATERIALS DURING NORMAL PLANTING SEASONS FOR EACH TYPE OF PLANT MATERIAL REQUIRED. 1.8. W 1\RRANTY A. GENERAL WARRANTY: THE SPECIAL WARRANTY SPECIFIED IN THIS ARTlCLE SHALL NOT DEPRIVE THE OWNER OF OTHER RIGHTS THE OWNER MAY HA VE UNDER OTHER PROVISIONS OF TH.E CONTRACT DOCUMENTS AND SHALL BF lN ADDITION TO AND RUN CONCURRENT WITH OTHER WARRANTlES MADE BY THE CONTRACTOR UNDER REQUIREMENTS OF TIIE CONTRACT DOCUMENTS. H. SPECIAL WARRANTY: WARRANT THE FOLLOWING LIVING PLANTING MATERIALS FOR A PERIOD OF ONE YEAR FOR TREES AND 90 DAYS FOR SHRUBS, GROUND COVER ANIJ PLANTS, AFTER DATE OF SUHSTANTIAL COMPUiTION., AGAINST DEFECTS INCLUDING DEATI-I AND UNSATISFACTORY GROWTH, EXC~:PT FOR DEFECTS RliSULTING PROM LACK OF ADEQUATE MAINTENANCE, NEGLECT, OR ABUSE BY OWNER, ABNORMAL WEATHER CONDITIONS UNUSUAL FOR WARRANTY PERIOD, OR INCIDENTS THAT ARE BEYOND CONTRACTOR'S CONTROi ,. 1. TREES 2. SHRUBS 3. GROUND COVERS 4. PLANTS C. REMOVE AND REPLACE DEAD PLANTING MATERIALS IMMEDIATELY UNLESS REQUIRED TO PLANT IN THE SUCCEEDING PLANTING SEASON. D. REPLACE PLANTING MATERIALS THAT ARE MORE THAN 25 PERCENT DEAD OR IN AN UNHEALTHY CONDITION AT END OF WARRANTY PERIOD. 1.9. TREE AND SHRUB MAINTENANCE A. MATNTATNTRERSAND SHRUBS BY PRUNING, CULTIVATING, WATERING, WEEDING, FERTILIZING, RESTORING PLANTING SAUCES, TIGHTENING AND REPAIRING STAKES, AND RESETTING TO PROPER GRADHS OR VliRTICAL POSITION, AS REQUIRED TO ESTABLISH HEALTHY, VIABLE PLANTINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND lllSEASc:. RESTORE OR REl'LACH DAMAClHO TREE WRAl'PlNClS, MAINTAIN TRf;i,:S AND SIIRUHS FOR THE FOLLOWING PERIOD: I. MAINTENANCE PERIOD: 3 MONTHS FOLLOWlNG SUBSTANTIAL COMPLETION. 1.10, GROUND COVER AND PLANT MAINTENANCE A. MAINTAIN GROUND COVER AND PLANTS BY WATERlNG, WEEDING FERTILIZING, AND OTHER OPERATIONS AS REQUIRED TO ESTABLISH HEALTHY, VIABLE PLANTTNns FOR THE FOLLOWING PERIOD: I. MAINTENANCE PERIOD: 3 MONTI-IS FOLLOWING SUBSTANTIAL COMPLETION. PART 2 -PRODUCTS 2.l. TREE AND SHRUB MATERIAL A. GENERAL: FURNISH NURSERY-GROWN TREES AND SHRUBS CONFORMING TO ANSI 7:60.1, WITTI HEALTHY ROOT SYSTEMS DEVELOPED BY TRANSPLANTING OR ROOT PRUNING. PROVIDE WELL-SHAPED, FULLY-BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS LARVAli, AND IJEHKTS SUCH AS KNOTS, SUN SCALD, lN.IURIES, ABRASIONS. AND DISFIGUREMENT. B. GRADE: PROVIDE TREES AND SHRUBS OF SIZES AND GRADES CONFORMING TO ANSI Z60.1, FOR TYPE OP TREES AND SHRUBS REQUIRED. TREES AND SIIRUBS OF A LARGER SIZE MAY BE USED IF ACCEPTABLE TO ARCHITECT, WITH A PROPORTIONATE INCREASE IN SIZE OF ROOTS OR HALLS. C. LABEL AT LEAST I TREE AND I SHRUB OF EACH VARIETY AND CALIPER WITH A SliCURliL Y ATTACHED, WA TFRPROOF TAG BRARIN(l LEGIBLE DESIGNATION OF BOTANICAL AND COMMON NAME. 2.2. SHADE AND FLOWERING TREES A. SHADE TREES: SINGLE-STEM TREES WITH STRAIClHT TRUNK, WELL-BALANCED CROWN, AND INTACT LEADER, OF SIZE INDICATED, CONFORMING TO ANSI Z60.l FOR TYPE OF TREES REQUIRED. I. BRANCJHNG HEIGHT: 1/, OF TREE HEIGHT B. SMALL TREES: SMALL UPRIGHT OR SPREADING TYPE, BRANCHED OR PRUNED NATURALLY ACCORI)ING TO SPECIES AND TYPE, AND WITH RELA TTONSHIP OF CALIPER, HEIGHT, AND BRANCHING RECOMMENDED BY ANSI Z60 1, AND STEM FORM AS FOLLOWS: I. MULTI-STEM, CLllMP, WfTH 2 OR MORE MAIN STEMS. C. CONTAINER-GROWN TREES WILL MEET ANSI Z60.l LIMTTATIONS FOR CONTAINER STOCK. 2.3. CONIFEROUS EVERGREENS A. FORM AND SIZE: NORMAL QUALITY, WELL BALANCED, CONIFEROUS EVERGREENS, OF TYPE, HEIGHT SPREAD, AND SHAPE REQUIRED, CONFORMING TO ANSI Z60. I. 2.4. BROADLEAF EVERGREENS A. FORM AND SIZE: NORMAL QUALITY, WF.LL BALANCED, CONIFEROUS EVERGREENS, OF TYPE, HEIGHT SPREAD, AND SHAPE REQUIRED, CONFORMING TO ANSI Z60. I. 2.5. GROUND COVERS AND PLANTS A. PROVIDE GROUND COVERS AND PLANTS ESTABLISHED AND WELL ROOTED IN RF.MOVABLE CONTAINERS OR TNTFClRAL PEAT POST AND NOT LESS THAN THE MINlMUM t\UMHliR AND L~:NGTlt OF RUNNERS 1{1'.QUIREIJ RY ANSI Z60. I FOR THE POT SIZE INDICATED. 2.6. SOIL AMENDMENTS A. LIME: ASTM C 6U2, CLASS T, AGRICULTURAL .LIMESTONE CONTAINING A MINIMUM 80 PERCENT CALCIUM CARBONATE EQUIVALENT, WITH A MINIMUM 99 PERCENT PASSING A NO. 8 (2.36 MM) STEVE AND A MTNTMTJM 75 PERCENT PASSING A NO. 60 (250 MICROMETER) SIEVE. l. PROVIDE LIME IN THE FORM OF DOLOMlTIC LIMESTONE. B. ALUMINUM SULFATE: COMMERCIAL GRADE, UNADULTERATED, C. SAND: CLEAN, WASHED, NATURAL OR MANUFACTURED SAND, FREE Of TOXIC MATERIALS. D. PERLlTE: IIORTICULTIJRAL PERLITE, SOIL AMENDMENT ClRADE. E. PEAT HUMUS: FINELY DIVIDED OR GRANULAR TEXTURE, WITH A PH RANGE OF 6 TO 7.5, COMPOSED OF PARTIALLY DECOMPOSED MOSS PEAT (OTHER THAN SPHAGNUM), PEAT HUMUS, OR REED-SEDGE PEAT. F. PEAT HUMUS: FOR ACID-TOLERANT TREES AND SHRUBS, PROVIDE MOSS PEAT, WITH A PH RANGE OF 3,2 TO 4.5, COARSE FIBROUS TEXTURE, MEDIUM-DIVIDED SPHAGNUM MOSS Pl'.AT OR RIWD-Sl•IJGE PliAT. G. SAWDUST OR GROUND-BARK HUMUS: DECOMPOSED, NITROGEN-TREATED OF UNIFORM TEXTURE, FREE OF CHIPS, STONES, STICK. SOIL OR TOXIC MA TFRTALS. I. WHEN SITE TR FATED, MIX WITH AT LFAST 0.15 LB. (2.4 KCl) OF AMMONIUM NITRATE OR0.25 LB. (4 KG} OF AMMONIUM SULFATE PER CU. FT. (CU. M) OR LOOSE SAWDUST OR GROUND BARK. H. MANURE: WELL-ROTTED UNLEACHED STABLE OR CATTLE MANURE CONTAINING NOT MORE THAN 25 PERCENT BY VOLUME OF STRAW_, SAWDUST, OR OTHER BEDDING MATERIALS; FREE OF TOXIC SUBSTANCES, STONES, STICKS, SOIL, WEED SEED. AND MATERIAL HARMFUL TO PLANT GROWTH. I. HERl3ICIDES: EPA REGISTERED AND APPROVED, OF TYPE RECOMMENDED BY MANFUACTURER. J. WATER: AS PROVTDED BY LOCAL WATER PURVEYOR. 2.7. FERTILIZER A. BONEMEAL: COMMERCIAL, RAW, FINELY GROUND; MINIMUM OF 4 PERCENT NITROGEN AND 20 PERCENT PHOSPHORIC ACID. B. SUPERPHOSPHATE: COMMERCIAL, PHOSPHATE MIXTURE, SOLUBLE; MTNIMUM OF 20 PERCENT AVAILABLE PHOSPHORIC ACID. C. COMMERCIAL FERTILIZER: COMMERCIAL ClRADE COMPLETE FERTILIZER OF NEUTRAL CHARACTER, CONSISTING OF FAST, AND SLOW RELEASE NITROGEN, 50 PERCENT DERIVED f'ROM NATURAL ORGANIC SOURCES OF UREA-FORM, PHOSPHOROUS, AND POTASSIUM IN THE FOLLOWING COMPOSfflON: I .. COMPOSITION: I LB. PER 1,000 SQ. FT. (0.5 KG PER JOO SQ. M) OF ACTUAL NITROGEN, 4 PERCENT PHOSPHOROUS, AND 2 PERCENT POTASSIUM, BY WEIGHT. 2. COMPOSITION: NITROGEN, PHOSPHOROUS, AND POTASSIUM IN AMOUNTS RECOMMENDED IN SOILS REPORTS FROM A QUALIFIFD SOIL TESTING AGENCY. D. SLOW-RELEASE FERTILIZER: GRANULAR FERTILIZER CONSISTING OF 50 PERCENT WATER INSOLUBLE NTTRO(lEN, PHOSPHORUS, AND P, AND POTASSIUM IN THE FOLLOWING COMPOSITION: I. COMPOSITION: 5 PERCENT NITROGEN, 10 PERCENT PIIOSPllOROUS, AND 5 PERCENT POTASSIUM, BY WEIClHT. 2. COMPOSITION: 20 PERCENT NITROGEN, IO PERCENT PHOSPHOROUS, AND 10 PERCENT POTASSIUM, BY WEIGHT. 3. COMPOSITION: NITROGEN, PIIOSPIIOROUS, AND POTASSIUM TN AMOUNTS RECOMMENDED IN SOILS REPORTS FROM A QUALIFIED SOIL TESTING AGFNCY. 2.8. MULCHES A, ORClANTC MULCH: ORGANIC MULCH, FREE PROM DELETERIOUS MATFRTALS AND SUTTABLE AS A TOP DRESSING OF TREES AND SHRUBS, CO'.'<SISTING OF ONE OF THE FOLLOWING: l. TYPE: GROUND OR SHREDDED BARK. 2. TYPE: WOOD AND BARK CHIPS. B. PEAT MTJLCH: PROVTDE PEAT MOSS IN NATURAL, SHREDDED OR GRANULATED FORM, 01' FINE TEXTURE, WITH A PH RAN(lE OF 4 TO 6 AND A WATER-ABSORB.ING CAPACITY OF 1100 TO 2000 PERCENT. C. FIRER MULCH: BIODEGRADABLE DYED WOOD CELLULOSE FIBER MULCH, NONTOXIC, rREE OF PLANT GROWTH OR nERMTNATION INHIBITORS, WITH MAXIMUM MOISTURE CONTENT OF 15 PERCENT AND A PH RANGE OF 4.5 TO 6.5. 2.9. STAKES A. UPRIGHT STAKES: ROUGH-SAWN, SOlTND, NEW HARDWOOD, REDWOOD, OR PRESSURE PRESERVATIVE TREATED SO!'TWOOD, FREE OF KNOTS, HOLES, CROSS GRAIN, AND OTHER DEFECTS, 2 INCHES DIAMETER BY LENGTI I INDICATED, POl1\TFD AT ONF END, B. HOSE CHAFING GUARD: RElNFORCf:I) RURRER OR PLASTIC HOSE AT LEAST Y, INCH (l 3MM) IN DIAMETER. BLACK, CUT TO LENGTHS REQUIRED TO PRO-l'ECT TREE TRUNKS FROM DAMAGE. PART 3 -EXECUTION J.l. EXAMINATION A. EXAMINE AREAS TO RECEIVE LANDSCAPING OF COMPLIANCE WITH REQUIREMliNTS AND FOR CONDITIONS AFFECTTNn PERFORMANCE OF WORK OF THIS SECTION. DO NOT PROCEED WITH INSTALLATION UNTIL SATISFACTORY CONDITIONS HA VE BEEN CORRECTED. 3.2. l'RFl'ARATION A. LAY OUT INDIVIDUAL TREE AND SHRUB LOCATIONS AND AREAS FOR MULTIPLE PLANTINGS. ST AKE LOCATIONS, OUTLINE AREAS, AND SECURE ARCHITECT'S ACCEPTANCE BEFORE THE START OF PLANTTNn WORK. MAKE MINOR ADJUSTMENTS AS MAY BE REQUIRED. 3.3. PLANTING SOIL PREPARATION A. MIX SOIL AMENDMENTS AND FERTILIZERS WITH SITE SOIL AT RA TES INDICATED. DELAY MIXING FERTILIZER IF PLANTING DOES NOT FOLLOW PLACING OF PLANTING SOILS WITHIN A FEW DAYS. AMENDMENTS WILL MODIFIED PROM THESE NOTED BASED ON SOILS REPORTS PERFORMED B BE y CONTRACTOR MIN. (3). 8910 UNIVERSITY CENTER LANE SUITE 580 SAN DIEGO CALlFORNIA 92122 619 . 558 . 8977 FAX 619 . 558 • 9188 REVISION DRAWN APPROVEO JOB NO. OATE SCALE OATE R. FOR TREE PTT OR TRENCH BACKFILL, MIX PLANTING SOIL BEFORE BACKFILLING AND STOCKPILE AT SITE. C. FOR PLANTING BEDS, MIX PLANTING SOIL EITHER PRIOR TO PLANTING OR APPLY ON SURF ACE OF TOPSOIL AND MIX THOROUGHLY BEFORE PLANTING. D. PLANT BACKFILL SHALL BE PER SOIL TEST PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CTTY), THE TEST SHALL INDICATE BY NOT BE LIMITED TO THE FOLLOWING: 1. ORClANIC MATTER CONTENT 2. N, P, K 3. PH 4. EC 5. SOlL TEXTURE (SILT, CLAY, SAND) 6. RECOMMENDATIONS FOR AMENDMENTS, LEACHTNG AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED AND APPROVED BY TUE CITY. TIIE APPROVED RECOMMENDA TTONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO 'ffiE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. PRODUCTS SPECIFIED BY PRODUCT NAME BY THE SOIL LAB IN THE RECOMMENDATIONS MAY BE SUilSTITUTED WITH "OR EQUAL" PRODUCTS APPROVED BY THE CITY. 3.4. GROUND COVER AND PLANT BED PREPARATION A. LOOSEN SUBGRADE OF PLANTING BED AREAS TO A MINIMUM DFPTH OF 6 INCHES (150MM). REMOVE STONES LARGER TIIAN 1-1/2 INCHES (38 MM) IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATERIALS. B. SPREAD PLANTING SOIL MIXTURE TO DEPTH REQUIRED TO MEET THICKNESS, GRADES AND ELEVATIONS SHOWN, AFTER LIGHT ROLLING AND NATURAL Sl:ffTLhMliNT. PLACh APPROXIMATELY½ THE THICKNESS OF PLANTING. 3.5. EXCA VATTON FOR TREES AND SHRUBS A. PITS AND TRENCHES: EXCAVATE WITH VERTICAL SIDES AND WITH BOTTOM OF EXCAVATION SLIGHTLY RAISED AT CENTER TO ASSIST DRAINAGE. LOOSEN HARD SUBSOIL IN BOTTOM OF EXCAVATION. 1. CONTAINER-GROWN TREES AND SHRUBS: EXCAVATE TO TWICE CONTAIN ER W IDT!l, AND TO DEPTI I OF ROOTBALL TN CONTAINER. 2. WHERE DRAIN TILE IS SHOWN OR REQUIRED UNDER PLANTED AREAS. B. OBSTRUCTIONS: NOTIFY ARCJilTECT IF UNEXPECTED ROCK OR ORSTRUCTIONS DETRIMENTAL TO TREES OR SHRUBS ARE ENCOUNTERED IN bXCAVATIONS. 1. HARDPAN LA YER: DRILL 6 INCH (I 50 MM) DIAMETER HOLES INTO FREE DRAINING STRATA OR TO A DEPTH OF 10 FEET (3M), WHJCHEVER TS LESS, AND BACKFILL WITH FREE DRAINING MATERIAL. C. DRAINAClE: NOTIFY ARCHITECT IF SUBSOIL CONDITIONS EVIDENCE UNEXPECTED WATER SEEPAGE OR RETENTION TN TREE OR SHRUB PITS. D. GILL EXCAVATIONS WITH WATER AND ALLOW TO PERCOLATE OUT, BEFORE PLACING SETTING LA YER AND POSITIONING TREES AND SHRUBS. 3.6. PLANTING TREES AND SHRUBS A. SET CONTAINER GROWN STOCK PLUMB AND TN CENTER OF PIT OR TRENCH WITH TOP OF BALL LEVEL TO ADJACENT FTNlSH GRADES AS INDICATED. I. CAREFULLY REMOVE CONTAINERS SO AS NOT TO DAMAGE ROOT BALLS. 2. PLACE IlACKHLL AROUND BALL IN LAYERS, TA MPTNG TO SETTLE BACKFILL AND ELIMINATE VOIDS AND AlR POCKETS. WHEN PIT IS APPROXTMATEL Y Y, BACKFTLLED, WATER THOROUGHLY BEFORE PLACING REMAINDER OF BACKFILL. REPEAT WATERTNn UNTIL NO MORE IS ABSORBED. WATER AGAIN AFTER PLACING AND TAMPING FINAL LA YER OF BACKFILL. B. DISH AND TAMP TOP OF BACKFILL TO FORM A 3 INCH (7SMM) HIGH MOUND AROUND THE R™ OF THE PIT. DO NO COVER TOP OF ROOT BALL WITH BACKFILL. C. EACH PLANT SHALL RECEIVE "AGRIFORM" (OR EQUAL) PLANT TABLETS AS FOLLOWS: I GAL. CONTAINER 1-21 GRAM 5 GAL. CONTAINER 3 -21 GRAM l5 GAL. CONTAINER 5 -2l GRAM BOX TREE I -21 GRAM PER 3" BOX SIZE 3.7. TREE AND SHRUB PRUNING A. PRUNE, THIN, AND SHAPE TREES AND SHRUBS AS DIRECTED BY ARCHITECT. APPROVED B. PRUNE, THIN, AND SHAPE TREES AND SHRUBS ACCORDING TO STANDARD HORTICULTURAL PRACTICE. PRUNE TREf:S TO RETAfN REQUIRED HEIGHT AND SPREAD. UNLESS OTHERWISE DIRECTED BY ARCHlTECT, DO NOT CUT TREE LEADERS; REMOVE ONLY INJURED OR DEAD BRANCHES FROM FLOWERING TREES. PRUNE SHRUBS TO RETAIN NATURAL CHARACTER. SHRUB SIZES INDTCATED ARE SIZE AFTER PRUNING. 3.8. TREE AND SHRUB STAKING A. UPRIGHT STAKING AND TYING: STAKE TREES OF !S GALLON AND LARGER. USE A MINIMUM OF 2 STAKES OF LENGTH REQUIRED TO PENETRATli AT LEAST 24 INCHES HELOW HOTTOM OF BACKFILLED EXCAVATION AND TO EXTEND AT LEAST 73 INCHES BELOW BOTTOM OF BACKFILLED EXCAVATION AND TO EXTEND AT LEAST 72 INCHES ABOVE GRADE. SET VERTICAL STAKES AND SPACE TO AVOID PENETRATING BALLS OR ROOT MASSES. SUPPORT TREES WITIT 2 STRANDS OF TIE WIRE ENCASED IN HOSE SECTIONS AT CONTACT POINTS WJTH TREE TRUNK. ALLOW ENOUGH SLACK TO A VOID RIGID RESTRAINT OF TREE. 3.9. PLANTING GROUND COVER AND PLANTS A. SPACR GROUND COVER AND PLANTS AS INDICATED. B. DIG HOLES LARGE ENOUGH TO ALLOW SPREADING OF ROOTS, AND BACKFILL WITH PLANTING SOIL. WORK SOIL AROUND ROOTS TO J"LIMINATE AIR POCKETS AND LEAVE A sunHT SAUCER INDENTATION AROUND PLANTS TO HOLD WATER. WATER THOROUClHLY AFTER PLANTING, TAKING CARE NOT TO COVER PLANT CROWNS WITH WET SOIL. C. (I) 5 GRAM 20-10-5 TABLETS PERGROUNDCOVER PLANT. 3.10. MULCHING A. MTJLCH BACKFILLED SURFACES OF PITS, TRENCHES, PLANTED AREAS, AND OTHER AREAS INDICATED. 3" LAYER SHALL BE INSTALLED IN ALL NON-TURF PLANTING AREA LESS STEEP THAN J:l. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO SITE. 3.11. CLEANUP AND PROTECTION A. DURING LANDSCAPING, KEEP PAVEMENTS CLEAN AND WORK AREA IN AN ORDERLY CONDITION. B. PROTECT LANDSCAPTNG FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, OPERATIONS DY OTHER CONTRACTORS AND TRADES, AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR OR REPLACE DAMAGED LANDSCAPE WORK AS f)fRFCTED. 3.12. DISPOSAL OF SURPLUS AND WASTE MATERIALS A. DISPOSAL: REMOVE SURPLUS SOIL AND WASTE MATERIAL, INCLUDING EXCESS SUBSOIL, UNSUJTABLE SOIL, TRASH, AND DEBRIS, AND LEClALLY DISPOSE OF IT OFF OWNER'S PROPERTY. END OF SECTION 029-00 FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. , .. , INSPECTOR DATE [IT] CITY OF CARLSBAD I S1E8 I 7 PLANNING DEPARTMENT ·-PLANTING SPECIFICATIONS FOR: 2.2.99 ., --·-____ ,_ RANCHO CARRILLO .... - --~" FAMILY HOUSING, VILLAGE B, LOT 207 J.S .. J.A. J.P. •••••••--"Ha• •"' "•'•m-MM-.. ,~ APPROVED ~-3--»·~ Y-,k;,-- ASSISTANT t'D\Ni.tri:JG DIRECTOR DAT 97-100 DWN BY: PROJECT NO. DRAWING NO. 12.31.98 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: SDP 97-15 REVISION DESCRIPTION -••-••~~ N,.,._, ""'•'"""""" 359-7M ENGINEER OF WORr OTHER APPROVAi,. CllY APPROVAL RVWD BY: C.T. 97-02 AS SHOWN Li~' .... ----------------------------------------------------------------------------------------------------------------------------------------------,~!"'l"""P'l"l'""l!!"-"l!!"'l!l"~..,"I""'" ____ _ C.M.W.D. 98-523 ' 0 ~ ~:::: r-: '-'.! ,,. . ,· -..-: [j'J e. '" b ,·_·, -~ i:i.:: ., ,--, :~: ::;'· ,_ ''-' ;I,.,, '.--'-'.-1·'! ~r~ ~'.~, ,. ~--1:, ... 1 '-11 I 6 }-----.,....,111--- -111 I 111----1--~ 0 ROOT BALL (D CROWN-1" ABOVE FINISH GRADE @ FINISH GRADE 0 FINISH GRADE AT SLOPE ® 2 X ROOT BALL DIA. AND 2 X DEPTH ® BACK FILL MIX (SEE NOTES) 0 FERTILIZER (PER SOILS REPORT) ® SEE PAVING DETAILS ® TOP OF PAVING (@) 2" HIGH WATERING BASIN (IF REQ'D) (D) UNDISTURBED NATIVE SOIL SHRUB PLANTING DETAIL NTS • = 1= ___,_,,a 1=1 0 2" 0 PREPARED SOIL 0 PLANT TABLET 0 FINISH GRADE ," I I 1---I --1----1 -I I I 111~ I 1= ~"""1-111-111-111-i 11-111-1 I I ® EQUAL(X)-SEE PLANT SCHEDULE FOR ON CENTER SPACING ® CONCRETE MOW STRIP OR HARDSCAPE IMPROVEMENT AS INDICATED ON PLAN 0 CONCRETE CURB OR HARDSCAPE IMPROVEMENT AS INDICATED ON PLAN ® 7 -II 11· .. ]ll ___ -11 --1 1-111-SECTION 6 ® EQUAL 1 /2(X) ® ..eJ.Afj GROUNDCOVER PLANTING DETAIL NTS 51--~ -111 11-11 0 @ 0 2" DIA. X 10' LODGE POLE PINE STAKE (2 REQ'D) 0 1 X2" WOOD BRACE 0 "WONDER TREE TIES" OR APPROVED EQUAL (3 REQ'D) 0 3'-o" MIN. ® SEE TREE PLANTING DETAIL ® 12" MIN. (j) TREE TRUNK ® ROOT BALL ® 6" MIN. (@) PREVAILING WIND AXIS 0 PLAN VIEW TREE STAKING DETAIL NTS PLANT LEGEND TREES SYMBOL II C) ~ + (e) • $ • •• A ♦ SHRUBS SYMBOL 0 ® 0 @~ (§; © EB @ 0 @ 0 ~ @ 0 0 ® ® ® @ 0® @ ® ®o VINES SYMBOL BOTANICAL ARECASTRUM ROMANZOFFIANUM JACARANDA MIMOSIFIOLIA PITTOSPORUM UNDULATUM PRUNUS CERASIFERA 'ATROPURPUREA' PINUS HALEPENSIS PYRUS CALLERYANA SCHINUS MOLLE TIPUANA TIPU TRISTANIA CONFERTA WASHINGTONIA ROBUSTA BOTANICAL AGAPANTHUS ORIENTALIS BOUGAINVILLEA 'ROSENKA' CAMELLIA SASANQUA COLEONMA PULCHRUM CEANOTHUS GRISEUS HORIZONTALIS CISTUS PURPUREUS DIETES BICOLOR ESCALLONIA 'FRADESII' EURYOPS PECTINATUS HEMEROCALLIS HYBRIDS IMPA TlENS WALLER ANA LANTANA CAMARA LEPTOSPERMUM SCOPARIUM 'RUBY GLOW' LIGUSTRUM JAPONICUM 'TEXANLJM' LIMONIUM PEREZII LIRIOPE MUSCARI NANDINA DOMESTICA PHOTINA FRASERI PHORMIUM 'MAORI CHIEF' PITTOSPORUM TOBIRA 'VARIEGATA' PITTOSPORUM TOBIRA 'WHEELERI' PLUMBAGO AURICULATA RHAPHIOLEPIS INDICA 'BALLERINA' RHAPHIOLEPIS INDICA 'SPRINGTIME' TRACHELOSPERMUM JASMINOIDES XYLOSMA CONGESTUM BOTANICAL COMMON NAME QUEEN PALM JACARANDA VICTORIAN BOX PURPLE LEAF PLUM ALEPPO PINE BRADFORD PEAR CALIF. PEPPER TlPU TREE BRISBANE BOX MEXICAN FAN PALM COMMON NAME LILY-OF-THE-NILE BOUGAINVILLEA CAMELLIA PINK BREATH OF HEAVEN WILD LILAC ORCHID ROCKROSE FORTNIGHT LILY NCN EURYOPS DAYULY BUSY LIZZIE LANTANA NEW ZEALAND TEA TREE TEXAS PRIVET SEA LAVENDER BIG BLUE LILY TURF HEAVENLY BAMBOO NCN NEW ZEALAND FLAX VARIEGATED TOBIRA WHEELERS DWARF CAPE PLUMBAGO INDIA HAWTHORN INDIA HAWTHORN STAR JASMINE SHINY XYLOSMA COMMON NAME ~ BOUGAINVILLEA 'RAINBOW GOLD' BOUGAINVILLEA BOUGAINVILLEA ~ BOUGAINVILLEA 'SAN DIEGO RED' GROUND COVER SYMBOL BOTANICAL COMMON NAME HEDERA HELIX ENGL ISH IVY LAURENTIA FLUVIATILIS BLUE STAR CREEPER SOLEIROLIA SOLEIROLII BABY 's TEARS 891 D UNIVERSITY CENTER LANE SUITE 5B0 SAN DIEGO CALIFORNIA 92122 619 · 558 · 8977 FAX 619 · 558 · 9188 REVISION DATE DRAWN APPROVED JOB NO. DATE SCALE 2.2.99 J.S., J.A. J.P. 97-100 12.'31.98 .AS SHOWN SIZE QTY. REMARKS 15' B.T.H 11 24" BOX 2.4-MULTI 24" BOX 15, 15~L.·Jt 16 ~-2.3 15 GAL. D 24" BOX u,, 16 GJl,l..-1'1 15 GAL. 0 24" BOX 9 24" BOX 64 MULTI 1D' B.T.H. 3 SIZE 1 GAL 5 GAL 5 GAL QTY. REMARKS 259 15 GAL 5 GAL .36 5 GAL 0 1 GAL 105 5 GAL 136 5 GAL 94 1 GAL 101 1 GAL ili 1 GAL 0 15 GAL 12 5 GAL 72 1 GAL .34 1 GAL 147 5 GAL 85 5 GAL 177 15 GAL 24 5 GAL 1 GAL 5 GAL 1 GAL 5 GAL 1 GAL 5 GAL 60 229 0 369 470 145 67 SIZE 5 GAL 5 GAL QTY. REMARKS 65 STAKED 49 STAKED SIZE REMARKS FLATS 12" O.C. FLATS 10" o.c. FLATS 8" o.c. . . APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE RCE EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE "11 , .. '"" ..,_ .r1 \ ·1 "~€ '""''"&b ,.,11151+,,,,,._ r,..,,,~,-1(1/1..·.2 I /.J' I S1Ha I I S1EaS I CITY OF CARLSBAD . r J-tA l\)lo Ft, A ,t.f·' f'6P--• n n,;iE, /, A/,11';,':,0 I r _,,, ()f I?,/ ZJI /C(q, PLAN NI NG DEPARTMENT -·-PLANTING DETAILS AND NOTES FOR: RANCHO CARRILLO FAMILY HOUSING, VILLAGE B, LOT 207 - APPROVED ~ •,7~ il -~-$dtf -• i . .,, ASSISTANT R'L,,11,JNING/41RECTOR / DA , PROJECT NO. " --DWN BY, . ......... -·-···-DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY, SDP 97-15 ,_ REVISION DESCRIPTION __ ., .... , ,_._ .. ,, ''''"''''""'"""'·' ,,_ .. ,, .. ,,~, ... , ..... ~ ....... ,.~-~ 359-7M ENGINEER OF WOR~ OTHER APPROVAL CITY APPROVAL RVWD BY, C.T. 97-02 co, . .._ _______________________________________________________________________________________________ "!!!""'!"'!""!'!"!"'~""""!!"!!!""~'!!!"'!!!!---.....a C.M.W.D. 98-523 r ..