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HomeMy WebLinkAboutDWG 355-2L; PIP 97-04; CORNERSTONE CORP CENTRE; 01-16• ~~rNl~~~l IM©ii~~= RECLAIMED WATER NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES & REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DATED OCTOBER, 1993 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECLAIMED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLAIMED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ' S, PLAYGROUNDS, SAND TOT LOTS, ETC. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. THE IRRIGATION SYSTEM SHALL RUN BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED 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 WITH RECLAIMED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, JS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING ON SIDEWALKS, STREETS, AND NON-DESIGNATED USE AREAS. 12. RECLAIMED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE ON RECLAIMED WATER DJSTRJBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WATER DISTRICT'S 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 RECLA !MED WATER", COLOR-CODED ( PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED WATER LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF THE POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE WATER LINE MUST BE INSTALLED ABOVE THE RECLAIMED WATER 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 AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: RECLAIMED WATER-QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES). QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HV100A-RL-NP OR APPROVED EQUAL. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON- INSPECTING PARTY. *22. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. *23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS- CONNECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT: NNC Ml\, <J"OHN COf..lVIL?i_g(y_f.7,Ct:)j ~~-4-1!.'f-,z,. OR AFTER HOURS CONTACT: _ M~-f.JOftN CVU'(((.L(ON (?C.Ol 'fd~-424-~ * ITEMS NOS. 8, 19, & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE A PART OF THIS I.P. BUT THE ACTUAL SIGNS AND TABS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF R.C. WATER. 24. SHOW ALL PUBLIC & PRIVATE POTABLE WATER MAINS ON THE IMPROVEMENT PLANS. 25. ON RECLA I MED WATER SYSTEMS, ALL APPURTENANCES ( SPR INK- LER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 4049. 54 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 25. DIRECT ALL RECLA I MED WATER SPRAY AWAY FROM USE AREAS. - ~~(Cl£~~~[Q) W £ u~~ ~V~u~~ ([p)~~~ £ u~~ (C(Q)~~~~~LJ(Q)~~ <e©~[p)g~~u~ cc~~u~~ SIGNAGE NOTES: THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON AN 8-1/2'' X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. I. GUIDELINES FOR RECLAIMED WATER USE: 1. IRRIGATE BETWEEN THE HOURS OF 10 PM. AND 6 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH A 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 ADJUST£D SO AS TO BE COMPATIBLE 111TH 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 SOIL ABSORPTION). 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL, ON A CONTINUING BASIS, OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST BE INFORMED THAT R.C. WATER IS MEANT FOR IRRI. PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND, TOOL, WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THAT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE AND "AVISO -AGUA IMPURA -NO TOM AR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT BLACK IN COLOR, USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR 1'11TH 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 RECLAIMED WATER SPRINKLER HEADS. II. EACH AUTOMATIC CONTROLLER AND IT'S ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAIMED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1 INCH HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. ' (/) N~ ~ . z l (N. T.S.) WA-Rlcu.ltWATIII DO NOT D"INK @ A--AGUA-• NO TOIIAft 18" X 18" SIZE .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS r BLACK 36" N.T.S.) LOGO PURPLE BACKGROUND /1'' BLACK LETTERS WARNING RICLA WAHR DO NOT D11.INIC R CLAIMED WATER AVll-0 .. AGUA IIIIIIUIIA NOT AR (SIZE) 12" X 36" .060 ABS PLASTIC OR STICK-ON VINYL 1" BLACK LETTERS ~--z· BLACK LETTERS SIGNS ALSO, .016 ALUMINUM PROJECT SITE Poinsettia ln Alga Rd • @ TITLE SHEET, RECLAIMED WATER NOTES IRRIGATION & LANDSCAPE SPECIFICATIONS IRRIGATION PLAN PLANTING PLAN n--IRRIGATION & PLANTING DETAILS & LEGENDS ~-...., lf<!<lGATION f Pi.ANTING !?L~ C (NEW 0HEE'S) d:,1~G>ATIOl'l t-flANflNG f:>L.D&. J? Nf.W <:JHE;!;f~ POTABLE 1 2 THROUGH 5 6 AND 7 8 AND 9 10 THROUGH 12 I"? ti I 't 15 t I Ii) \ lRRIGATION SYSTEM WT9 1nrrru~1r.rr1n C: ·· .u., .u." 1~+ 1 Httm1ttWffit1 ~ t -t 1tH+~ f-r ·· #II [-~=m~m~ +~ -f~ =~ "'l;ij -~ ;f~ !}<~L\7ii -"1µ =>t:;[;J'""'~ --i1~j-----..----,...----v---. BUILDING B BU I LD l NG C • a NO SCALE PROJECT INSPECTION PROCEDURES: 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. 8. TRENCH DEPTH. C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION (P.O.C.'S) F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER (IF RECLAIMED WATER IS USED FOR CONSTRUCTION) AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO THE FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. B. WARNING SIGNS AND LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF ALL WELLS, STREAMS, RESERVOIRS, ETC .. G. CROSS-CONNECTION. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION SHOULD COVER PART A AND PART B AND PART G OF THE DISTRICT FINAL INSPECTION. I , i l]~a~, LANDSCAPE 6165 Greenwich Drive ARCHITECTURE ~~~•D~~. ca 92122 Phone: (619) 452-2828 . . . + PLANNING Fax: (619) 452-8610 KAWASAKI THEILACKER UENO + ASSOCIATES POTABLE IRRIGATION SYSTEM ---"'\< -= " -~ ~-\ POTABLE IRRIGATION SYSTEM LEGEND ---w-_Rc_ - ,I POTABLE WATER SYSTEM PROPOSED RECLAIMED WATER SYSTEM AREA OF RECLAIMED WATER USE LOCATION OF CONNECTION POINTS - METER & BACKFLOW PREVENTION [Q] -I-- --F- "DO NOT DRINK" SIGN LOCATIONS EXISTING POTABLE IRRIGATION SYSTEM POTABLE FIRE MAINLINE -s--SEWER SYSTEM ll<IEY M£1P i RIECl!...lDMIEIOl W £ TIEIRl l!.P$IE M£1P C©~~~~~TO~~ C©~~©~~f~ C~~T~~ DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH, IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO B LAYN: DSCAP~ (. !h..:- _ _,t:Q!j_-='-'-'--'-....,~~~-""~'--------DA TE: Ocf • 2.4-, /9°?'1 DON F. UENO -U/ ~,DSC,; f. .... . ' ,(J~ln: ~ '· .,, )< ' t( ) ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPR9~ED: • /1 ~ tJ. lV~ 11 /tz./97 ENGINEERING PLAN CHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS NOT TO SCALE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION INFIELD. PRIVATE CONTRACT "AS BUILT" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR CITY OF CARLSBAD PLANNING DEPARTMENT DATE DATE SHEETS Jb42- CAUi=', / t----+---+-----------------+---+----l---+---11 SHlEET 1 EXPIRATION DATE: 7 /31 /99 ~=='..'.::============='..'.::=~:::; CARLSBAD MUNICIPAL wATeR 0IsTRIcT CORNERSTONE CORPORA TE CENTRE ~/4,.;.._ &. f?a,,,,,., /Jli.~'l;t_,-:=_-:=_-:=_-:=_t-:=_-:=_-:=_-=.t-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_t-:=_-:=_-:=_-:=_1-=.-=.-:=_-:=_t-:=_-:=_-:=_-:=_1-=.-=.-:=_-=-,.1 LOTS 7, 8 & 11 • CARLSBAD TRACT# 81-46, MAP NO. 11287 WILLIAM E. PLUMMER , DISTRICT ENGINEER R.C.E. 28176 DA TE SAN DIEGO COUNTY DEPARTMENT OF LTH DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: ~K~W~- CHKD BY: ~P~U __ RVWD BY: PROJECT NO. PIP 97-04 CMWD PROJECT N0.97-259 DRAWING NO. 355-2L ( NOTE: C. M. W. D. SPECIFICATIONS TAKE PRECEDENCE. ) IRRIGATION SYSTEM PART I -GENERAL GENERAL CONDITIONS OF THE CONTRACT APPLY TO THIS SECTION AS THOUGH WRITTEN HEREIN. SCOPE OF THE WORK INCLUDES ALL LABOR, MATERIALS, EQUIPMENT, ACCESSORIES, TRANSPORTATION, PERMITS, FEES, SERVICES AND INCIDENTALS NECESSARY TO COMPLETE THE LANDSCAPE SPRINKLER SYSTEM AS HEREIN SPECIFIED AND INDICATED ON THE DRAWINGS. DIAGRAMMATIC PLANS FOR THE PURPOSES OF CLEARNESS AND LEGIBILITY, THE SPRINKLER SYSTEM LAYOUT IS DIAGRAMMATIC AND THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF HIS WORK AND PLAN HIS WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, SLEEVES, OFFSETS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING, AND ARCHITECTURAL FEATURES. WI TH THE LANDSCAPE ARCHITECT' S APPROVAL THE CONTRACTOR MAY MAKE ADJUSTMENTS WHERE NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. SUCH ADJUSTMENTS WILL REQUIRE COORDINATION OF THE INSTALLATION WITH THE LANDSCAPE ARCHITECT BUT WlLL NOT EXCEED THE SCOPE OF THE WORK OUTLINED IN THE DRAWINGS AND THE SPECIFICATIONS. THE IRRIGATION SYSTEM SHALL BE OPERATIONAL, WITH UNIFORM AND ADEQUATE COVERAGE OF THE AREAS TO BE I RR I GA TED, PR I OR TO PLANT I NG. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEMS AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN ENGINEERING. SUCH OBSTRUCTION OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION NECESSARY. ORDINANCES AND REGULATIONS ALL LOCAL, MUNICIPAL AND STATE LAWS, AND RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS. REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS, SrALL GOVERN. PERMITS ANO LICENSES THE CONTRACTOR SHALL SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, AND VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF THIS SECTION. SUBMITTALS SUBMIT A LIST OF ALL IRRIGATION EQUIPMENT TO BE USED MANUFACTURER'S BROCHURES, MAINTENANCE MANUALS, GUARANTEES ANO OPERATING INSTRUCTIONS WITHIN THIRTY-FIVE (35) DAYS AFTER AWARD OF CONTRACT, AND BEFORE ANY IRRIGATION SYSTEM MATERIALS ARE DEL I VER ED TO THE JOB SI TE. NO SUB ST I TUT IONS WI LL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT AND CITY INSPECTOR. DO NOT PERMIT ANY IRRIGATION SYSTEM COMPONENT TO EE BROUGHT ONTO THE JOB SITE UNTIL IT HAS BEEN APPROVED BY THE LANDSCAPE ARCHITECT. RECORD AND AS-BUILT DRAWINGS THE CONTRACTOR SHALL PROVIDE A COMPLETE "AS-BUILT" RECORD SET OF BLUELINE PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS ANO SPECIFICATIONS AND THE EXACT LOCATIONS, SIZES AND KINDS OF EQUIPMENT PRINTS FOR THIS PURPOSE MAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT AT COST. THIS SET OF DRAWINGS SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A RECORD SET. THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (SIDEWALK OR ROAD INTERSECTIONS ETC.) THE LOCATION OF THE FOLLOWING ITEMS: , 1. CONNECTIONS TO EXISTING WATER LINES. 2. ROUTING OF PRESSURE SUPPLY LINES. 3. SPRINKLER CONTROL VALVES, GLOBE VALVES AND QUICK COUPLERS. 4. WIRING, CONTROLLERS AND ELECTRICAL SERVICES. BEFORE THE DATE OF THE FINAL INSPECT I ON, THE CONTRACTOR SHALL TRANSFER ALL INFORMATION FROM THE "AS-BUILT'' PRINTS TO AN OZALID SEPIA, PROCURED FROM THE LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT AND SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT. DELIVERY OF THE SEPIAS WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING REQUIRED INFORMATION THAT MAY BE OMITTED FROM THE PRINTS. THE OWNER RESERVES THE RIGHT TO PREPARE THE "AS-BUILT" CHARTS. THE CONTRACTOR SHALL PROVIDE A SEPARATE COST TO THE OWNER FOR THIS SERVICE FOR FINAL DETERMINATION OF COMPLETION. "AS-BUILT" DRAWINGS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT BEFORE CONTROLLER CHARTS ARE PREPARED. CONTROLLER CHARTS PREPARE CHART SHOWING THE VALVES AND SPRINKLER HEADS SERVICED BY EACH CONTROLLER. THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL "AS-BUILT" SYSTEM OF THE SIZE THAT WILL FIT INTO CONTROLLER AND READABLE WHEN REDUCED. USE A DIFFERENT COLOR TO INDICATE THE COVERAGE FOR EACH STATION. THIS CHART SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND HERMETICALLY SEALED BY PLASTIC. THIS SHALL THEN BE SECURED TO THE INSIDE OF THE COVER EQUIPMENT TO BE FURNISHED THE CONTRACTOR SHALL FURNISH AS A PART OF THIS CONTRACT THE FOLLOWING: 1. TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING DISASSEMBLING AND ADJUSTING EACH TYPE OF SPRINKLER. ' 2. TWO (2) FIVE FOOT VALVE KEYS FOR GATE VALVES. 3. TWO (2) KEYS FOR EACH AUTOMATIC CONTROLLER. 4. QUICK COUPLER KEYS AND MATCHING HOSE SWIVEL ELLS. (MINIMUM OF 1 SET PER 5 QUICK COUPLERS.) SUBSTITUTIONS (CITY INSPECTOR MUST APPROVE ALSO) IF THE IRRIGATION CONTRACTOR WISHES TO SUBSTITUTE ANY EQUIPMENT OR MATERIALS FOR THOSE LISTED ON THE IRRIGATION DRAWINGS AND SPECIFICATIONS, HE MAY DO SO BY PROVIDING THE FOLLOWING INFORMATION TO THE LANDSCAPE ARCHITECT FOR APPROVAL AFTER IRRIGATION CONTRACTOR'S CONTRACT AWARD: 1. A STATEMENT INDICATING THE REASON FOR THE SUBSTITUTION. USE A SEPARATE SHEET OF PAPER FOR EACH ITEM TO BE SUBSTITUTED. 2. CATALOG, PERFORMANCE CHARTS, ANO FLOWCHARTS FOR EACH ITEM TO BE SUB ST I TUT ED. 3. THE COST SAVINGS IF THE SUBSTITUTED ITEM IS APPROVED. THE LANDSCAPE ARCHITECT SHALL HAVE THE SOLE RESPONSIBILITY IN ACCEPTING OR REJECTING ANY SUBSTITUTED ITEM AS AN APPROVED EQUAL TO THOSE EQUIPMENT AND MATERIALS LISTED ON THE IRRIGATION DRAWINGS AND SPECIFICATIONS. EXISTING UTILITIES AND CONDITIONS PR I OR TO CUTT I NG INTO THE SO IL, THE CONTRACTOR SHALL LOCATE ALL CABLES, CONDUITS, SEWER, SEPTIC TANKS AND OTHER UTILITIES AS ARE COMMONLY ENCOUNTERED UNDERGRCUND, AND HE SHALL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK THE CONTRACTOR SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT WHO, WILL ARRANGE FOR RELOCATIONS. THE CONTRACTOR WILL PROCEED IN THE SAME MANNER IF ROCK LAYER OR ANY OTHER CONDITIONS ARE ENCOUNTERED. OBSERVATION (CITY INSPECTOR MUST APPROVE ALSO) THE CONTRACTOR SHALL AT ALL TIMES PERMIT THE LANDSCAPE ARCHITECT OR HIS AUTHORIZED AGENTS TO VISIT AND OBSERVE THE WORK OR ANY PART THEREOF. HE SHALL MA I NT A IN PROPER FACILITIES AND PROV I DE SAFE ACCESS FOR SUCH OBSERVATIONS TO ALL PARTS OF THE WORK WHERE THE SPECIFICATIONS REQUIRE WORK TO BE TESTED BY THE. CONTRACTOR, IT SHALL NOT BE COVERED UP UNTIL TESTED OR APPROVED BY THE LANDSCAPE ARCHITECT AND GOVERNING AGENCIES. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT AND REQUIRED AGENCY (48 HOURS NOTICE REQUIRED), WHERE AND WHEN SUCH WORK IS IN READINESS FOR TESTING SHOULD ANY SUCH WORK BE COVERED WITHOUT SUCH TEST OR APPROVAL, iT SHALL, IF SO ORDERED, BE UNCOVERED AT THE CONTRACTOR'S EXPENSE. OBSERVATION WILL BE REQUlRED FOR THE FOLLOWING PARTS OF THE WORK: 1. SLEEVE MATERAL, LOCATIONS, DEPTH OF COVER MUST BE APPROVED BY CITY INSPECTOR PRIOR TO BACKFILL PLACEMENT. 2. UPON INSTALLATION AND TESTING OF MAIN LINES AND LATERAL LINES· WHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS. ' DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN OBSERVED. 3. UPON INSTALLATION AND TESTING OF VALVES, QUICK COUPLERS, BACKFLOW PREVENTER DEVICE, AUTOMATIC CONTROLLERS AND CONTROL VALVES AND WIRES. ' 4. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE LANDSCAPE ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE lF THE COVERAGE OF WATER IS COMPLETE AND ADEQUATE. T~E CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQ~IRED TO CORRECT ANY INADEQUACIES TO COVER. 5. FINAL OBSERVATION AND PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL INSPECTION OF THE LANDSCAPE WORK. IRRIGATION GUARANTEE THE CONTRACTOR'S GUARANTEE SHALL CONSIST OF THE FOLLOWING: THE ENTIRE IRRIGATION SYSTEM SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE ( 1) YEAR FROM THE DATE OF ACCEPTANCE OF WORK. SHOULD THE CONTRACTOR FAIL DURING THE GUARANTEE PERIOD TO EXPEDITIOUSLY CORRECT A DEFECT UPON WRITTEN NOTIFICATION BY THE OWNER, THE OWNER SHALL CAUSE THE WORK TO BE CORRECTED AND BILL THE ACTUAL COSTS INCURRED TO THE CONTRACTOR. DEFECT CORRECTIONS SHALL INCLUDE THE COMPLETE RESTORATION OF EXISTING IMPROVEMENTS THAT WERE DAMAGED AS A RESULT OF THE DEFECT. PART 2 -PRODUCTS ALL MATERIALS SUPPLIED FOR THIS PROJECT SHALL BE NEW AND FREE FROM ANY DEFECTS. ALL DEFECT I VE MATER I AL SHALL BE REPLACED IMMEDIATELY RI NGT ITE PVC RINGTITE PIPE AS SPECIFIED SHALL BE PVC CLASS 160 OR CLASS 200 WITH RINGTITE JOINTS, J.M. RINGTITE PIPE, PACIFIC WESTERN OR APPROVED EQU.AL. PLASTIC PIPE FOR USE WITH RUBBER RING GASKETS SHALL BE RIGID UNPLASTICIZED POLYVINYL CHLORIDE PVC 1120 (TYPE 1, GRADE 1), MANUFACTURED IN ACCORDANCE WITH ASTM D 2241. PLASTIC PIPE MARKED WITH PRODUCT STANDARD PS 22-70 CONFORMS TO ASTM REQUIREMENTS. PIPE SHALL BE SUPPLIED WITH PLAIN ENDS OR WITH AN INTEGRAL THICKENED EXPANDED BELL WITH RUBBER RING GROOVE. COUPLINGS FOR PLAN END PIPE SHALL BE OF THE SINGLE RUBBER RING TYPE WITH SOLVENT WELD SOCKET ON ONE END OR SHALL BE OF THE DOUBLE RlNG TYPE. RUBBER RING GASKETS SHALL BE OF A SYNTHETIC RUBBER SUPPLIED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM D 1869. PIPE SHALL BE FURNISHED IN THE FOLLOWING STANDARD DIMENSION RATIOS (SOR) AND PRESSURE RATINGS: 160 PSI ( 1. 1 MPA) SDR 26 200 PSI (1.4 MPA) SDR 21 CONCRETE THRUST BLOCKS SHALL BE PROVIDED AS REQUIRED FOR PROPER ANCHORAGE AND DURABILITY OF THE RINGTITE PIPE. ALL FOUR (4) INCHES AND LARGER PVC PLASTIC PRESSURE LINES SHALL BE RINGTITE PVC PIPE. POLYVINYL CHLORIDE PIPE PLASTIC PRESSURE LINES: ALL 1-1 /2" AND SMALL.ER SHALL BE SCH 40 PVC, ALL 2" AND LARGER SHALL BE TYPE 1, GRADE 2 ( IMPACT MODIFIED), DESIGNATED A.S PVC 1220, CLASS 315 ( SOR 13. 5), CONFORMING TO COMMERCIAL STANDARDS CS256-63. PLASTIC NON-PRESSURE LINES: FOR PIPING DOWNSTREAM OF REMOTE CONTROL VALVES, TYPE 1, GRADE 2 ( IMPACT MODIFlED), AS DESlGNATED AS PVC 1220, CLASS 200 ( SDR21), CONFORM I NG TO COMMERCIAL STANDARDS CS256-63. IDENTIFICATION: FURNISH PLASTIC PIPE CONTINUOUSLY AND PERMANENTLY MARKED WITH FOLLOWING INFORMATION: MANUFACTURER'S NAME OR TRADEMARK, SIZE, CLASS AND TYPE OF PIPE, WORKING PRESSURE AT 73. 4 DEGREES F, AND NATIONAL SANITATION FOUNDATION (NSF) RATING. SLEEVES SLEEVES SHALL BE SCH. 40 PVC (SCH 80 UNDER VEHICULAR PAYING) 2 TIMES THE PIPE SIZE DIAMETER AND EXTEND 12" BEYOND EACH SIDE, OF PAVEMENT. THE LETTERS "E" FOR ELECTRICAL OR "W" FOR WATER SHALL BE STAMPED OR CHISELED ON THE PAVEMENT DIRECTLY ABOVE THE SLEEVE. PVC FITTINGS PVC SCHEDULE 40 SHALL NOT BE THREADED. ALL THREADED PVC PIPE SHALL BE SCHEDULE 80. FITTINGS SHALL BE PVC SCHEDULE 40 OR 80, AS REQUIRED. SCHEDULE 40 FITTINGS SHALL BE USED FOR INSTALLATION ON THE DISCHARGE SIDE OF REMOTE CONTROL VALVES AND SCHEDULE 80 FITTINGS SHALL BE USED FOR CONTINUOUSLY PRESSURIZED PIPE ON THE SUPPLY SIDE OF REMOTE CONTROL VALVES. FITTINGS AND COUPLINGS FOR PLASTIC PIPE SHALL BE THREADED OR SLIP-FITTED TAPERED SOCKET SOLVENT WELD TYPE. THREADED ADAPTERS SHALL BE PROVIDED WITH SOCKET PIPE FOR CONNECTIONS TO THREADED PIPE. PLASTIC PIPE FITTING AND COUPLINGS SHALL BE PVC I OR PVC 1/11 MATERIAL SUPPLIED IN THE SAME SCHEDULE SIZE SPECIFIED FOR THE PIPE. THE TYPE OF PLASTIC MATERIAL AND SCHEDULE SIZE SHALL BE INDICATED ON EACH FITTING OR COUPLING. FITTINGS AND COUPLINGS SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS: SOCKET FITTINGS SCHEDULE 40 ASTM D2466 SCHEDULE 80 ASTM D2467 THREADED FITTINGS SCHEDULE 80 ASTM D2464 BRASS PIPE AND FITTINGS BRASS PIPE SHALL BE RED BRASS SCREWED PIPE CONFORMING TO FEDERAL SPECIFICATION NO. WW-P-351. FITTINGS SHALL BE RED BRASS CONFORMING TO FEDERAL SPECIFICATION NO. WW-P-460. GALVANIZED STEEL PIPE AND FITTINGS (N/A) GALVANIZED PIPE SHALL BE STANDARD WEIGHT (SCHEDULE 40) COMPLYING WITH THE REQUIREMENTS OF ASTM A 120. STEEL PIPE SHALL BE JOINTED WI TH GAL VAN I ZED, THREADED, ST ANO ARD WE I GHT MALLEABLE IRON FITTINGS AND COUPLINGS. COPPER PIPE COPPER PIPE SHALL BE TYPE KIN ACCORDANCE WITH ASTM B 88. COPPER PIPE SHALL BE JOINTED WITH THE APPROPRIATE SOLDER TYPE WROUGHT COPPER FITTINGS FOR 2-1 /2 I NCH AND SMALLER SIZES. CAST BRASS FITTINGS SHALL BE USED FOR SIZES OVER 2-1/2 INCHES. AUTOMATIC CONTROLLER AUTOMATIC CONTROLLER SHALL BE OF THE TYPE AND PER THE MANUFACTURER SHOWN ON PLAN OR APPROVED EQUAL. IT SHALL BE FULLY AUTOMATIC, WI TH PROVISIONS FOR MANUAL OPERATION SI ZED TO ACCOMMODATE THE NUMBER OF STATIONS OR CONTROL VALVES INCLUDED IN THE SYSTEM. OUTDOOR MODELS SHALL BE HOUSED IN A VANDAL-PROOF AND WEATHERPROOF ENCLOSURE WITH LOCKING COVER. LOW VOLTAGE CONTROL WIRE ALL WIRING TO BE USED FOR CONNECTING THE AUTOMATIC CONTROLLER TO THE ELECTRIC SOLENOID ACTUATED REMOTE CONTROL VALVE SHALL BE TYPE UF -600V, SOLID COPPER, PVC INSULATION, SINGLE CONDUCTOR UNDERGROUND, UL-APPROVED. ' LOW VOLTAGE CONTROL CONDUCTORS SHALL BE SUPPLIED IN THE SIZES SHOWN ON THE PLAN OR IN ACCORDANCE WITH THE CONTROL EQUIPMENT MANUFACTURER'S RECOMMENDATION, AND SHALL BE UL-APPROVED FOR DIRECT BURIAL INSTALLATION. 110 VOLT WIRE TO CONTROLLER 110 VOLT WIRE SHALL BE PER LOCAL CODE AS TO TYPE AND QUALITY. CONDUIT CONDUIT SHALL BE PVC ELECTRICAL CONDUIT. VALVE BOXES ALL REMOTE CONTROL VALVES AND GATE VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS. ALL REMOTE CONTROL VALVE BOXES SHALL BE PLASTIC ( BY AMETEK, OR APPROVED EQUAL), BLACK OR GREEN WITH GREEN COVER (PURPLE COVER FOR RECLAIMED WATER SYSTEMS). THE CONTRACTOR SHALL PAINT THE IDENTIFICATION NUMBER OF THE VALVE AND THE CONTROLLER CLOCK ON THE COVER OF THE VALVE BOX. THE PAINT SHALL BE ALUMINUM ASPHALTIC-BASE WATERPROOF PAINT. GATE VALVES GATE VALVES 3" AND SMALLER SHALL BE 125 LBS. SWP BRONZE GATE VALVE WITH SCREW-IN BONNET, NON-RISING STEM AND SOLID WEDGE DISC AND THREADED ENDS. GATE VALVES SHALL BE SIMILAR TO THOSE MANUFACTURED BY NIBCO HAMMOND OR APPROVED EQUAL AND SHALL BE INSTALLED PER INSTALLATION DETAIL. GATE VALVES SHALL BE SIMILAR TO THOSE MANUFACTURED BY NIBCO HAMMOND OR APPROVED EQUAL AND SHALL BE INSTALLED PER INSTALLATION DETAIL. GATE VALVES MAY BE FURNISHED WITH EITHER OPERATING NUTS OR HANDWHEELS AND SHALL BE INSTALLED BELOW GRADE IN A GREEN VALVE BOX WITH LOCKlNG COYER (STENCIL "GV" ON UNDERSIDE OF COVER). QUICK-COUPLING VALVES AND ASSEMBLIES QUICK-COUPLING VALVES SHALL BE BRASS OR BRONZE WITH BUILT-IN FLOW CONTROL AND SELF-CLOSING VALVE AND SUPPLIED IN ONE ( 1") INCH SIZE UNLESS OTHERWISE REQUIRED. WHEN A OU I CK-COUPLER ASSEMBLY IS SPECIFIED, IT SHALL CONSIST OF THE QUICK-COUPLER KEY AND HOSE ELL. THE COUPLER KEYS AND HOSE ELLS SHALL BE OF THE SAME MANUFACTURER AS THE COUPLING VALVE. REMOTE CONTROL VALVES REMOTE CONTROL VALVES SHALL BE ELECTRICALLY OPERATED. THEY SHALL BE EQUIPPED WITH FLOW CONTROL ADJUSTMENT AND CAPABILITY FOR MANUAL OPERATION. THEY SHALL BE MADE SO THAT THEY MAY BE READILY DISASSEMBLED FOR SERVICING. BACKFLOW PREVENTER BACKFLOW PREVENTER, WHERE REQUIRED, SHALL BE OF SIZE AND TYPE AS INDICATED ON DRAWINGS. ALL BACKFLOW PREVENTION UNITS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY LOCAL CODES AND THE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES. SPRINKLER HEADS SPRINKLER HEADS, BUBBLER HEADS AND SPRAY NOZZLES SHALL BE OF THE TYPES AND SIZES SHOWN ON THE PLANS. THEY SHALL BE CONSTRUCTED OF BRONZE, BRASS, STAINLESS STEEL AND/OR HIGH-IMPACT PLASTIC. ALL HEADS OF A PARTICULAR TYPE OF FUNCTION IN THE SYSTEM SHALL BE OF THE SAME MANUFACTURE AND SHALL BE MARKED WITH THE MANUFACTURERS' S NAME AND IDENTIFICATION IN SUCH A POSITION THAT THEY CAN BE IDENTIFIED WITHOUT BEING REMOVED FROM THE SYSTEM. LOCATOR TAPE (ALL PRESSURE MAINS AND DIRECT BURIAL WIRES) ALL PRESSURE PIPE SHALL HAVE A CONTINUOUS BLUE-COLORED TRENCH WARNING METALLIC TAPE (PURPLE FOR RECLAIMED WATER) PLACED SIX INCHES (6") BELOW FINISHED GRADE (12" ABOVE PIPE FOR RECLAIMED) DIRECTLY ABOVE THE BURIED PIPE (FOR RECLAIMED INSTALL A SECOND WARNING TAPE CONTINUOUSLY ON TOP OF PIPE SECURED WITH PLASTIC TAPE FASTENERS BANDED AROUND THE PI PE AT NO MORE THAN 5' APART). ALL DIRECT BURIAL WIRES SHALL BE MARKED WITH A CONTINUOUS RED-COLORED TRENCH MARKER PLASTIC TAPE PLACED SIX INCHES (6") BELOW FINISHED GRADE DIRECTLY ABOVE THE BURIED WIRES. MARKER TAPE SHALL BE "ALLEN MARKING TAPE," OR "ALARMATAPE" AS MANUFACTURED BY PAUL POTTER WARNING TAPE, INC., OR APPROVED EQUAL. TAPE SHALL BE THREE INCHES (3") WIDE. CHECK VALVES CHECK VALVES SHALL BE OF PVC, BRASS OR BRONZE, VERTICAL SPRING ~~~BE~N~~~E~~~~G CHECK. SAND ENCASEMENT FOR ALL IRRIGATION PIPE, DIRECT BURIAL CONTROL WIRE AND ELECTRICAL CONDUIT SHALL BE PLASTER OR MORTAR SAND WITH A MINIMUM SAND EQUIVALENCY OF 50. BOOSTER PUMP STATION ( IF REQUIRED) THE CONTRACTOR SHALL CONSTRUCT BOOSTER PUMP STATION ON CONCRETE PAD WITH PANELS, WEATHERPROOF HOUSING, BY-PASS VALVE, PRESSURE GAUGES, SWITCHES, DELAY-START RELAYS, STARTERS, HIGH VOLTAGE WIRING, AND RELATED EQUIPMENT AS REQUIRED. THE CONTRACTOR SHALL MAKE FINAL HOOKUP AFTER ASSEMBLY IS COMPLETED. PROVIDE SHOP DRAWING PRIOR TO INSTALLATION FOR APPROVAL. MISCELLANEOUS ALL OTHER MATERIALS NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A FC01RMSPLTEQTUEALAN1D PROPER IRRIGATION SYSTEM INSTALLATION, SHALL BE NEW, -TY OF THEIR RESPECTIVE KINDS, AND SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT. PART 3 -EXECUTION INSPECTION PRIOR TO ALL WORK OF THIS SECTION, THE CONTRACTOR SHALL CAREFULLY INSPECT THE SITE TO VERIFY THAT WORK MAY BEGIN. THE CONTRACTOR SHALL CHECK THE INSTALLED WORK OF ALL OTHER TRADES AND VERITY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC AND COVERAGE TESTS, PRELIMINARY OPERATIONAL TESTS OF THE A UT OMA TIC CONTROL SYSTEM, AND THE BACKFILL AND DENS IF I CAT I ON OF TRENCHES AND OTHER EXCAVATIONS SHALL BE PERFORMED BEFORE SOIL CONDITIONING AND LEACHING AND BEFORE PLANTING ( EXCEPT FOR DRIP IRRIGATION TUBING FOR MULTI-OUTLET EMITTERS, WHICH SHALL BE INSTALLED AT THE SAME TIME OR IMMEDIATELY AFTER PLANTING). LARGE SPECIMEN PLANTS MAY BE PLANTED BEFORE INSTALLING THE IRRIGATION SYSTEM. THE CONTRACTOR SHALL VERIFY THAT THE IRRIGATION SYSTEM MAY BE INSTALLED IN STRICT ACCORDANCE WITH PERTINENT CODES AND REGULATIONS, THE OR I GI NAL DES I GN, THE REFERENCED STANDARDS, AND THE MANUFACTURER'S RECOMMENDATIONS. KAWASAKI THEILACKER UENO + ASSOCIATES LANDSCAPE 6165 Greenwich Drive Suite 200 ARCHITECTURE Son Diego, ca 92122 PLANNING Phone. (619) 452-2828 Fox: (619) 452-8610 THE CONTRACTOR SHALL CAREFULLY CHECK ALL GRADES TO SATISFY HIMSELF THAT HE MAY SAFELY PROCEED BEFORE STARTING WORK ON THE SPRINKLER IRRIGATION SYSTEM. THE CONTRACTOR SHALL CHECK EXISTING UTILITIES DRAWINGS FOR EXISTING UTILITY LOCATIONS. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITIES WHICH ARE CAUSED BY HIS OPERATIONS OR NEGLECT, ALL SCALED DIMENSIONS ARE APPROX I MATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL SIZE DIMENSIONS AND RECEIVE LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO PROCEEDING WITH WORK UNDER THIS SECT I ON. DISCREPANCIES IN THE EVENT OF A DISCREPANCY, THE CONTRACTOR SHALL I MMED I A TEL Y NOTIFY THE OWNER OR LANDSCAPE ARCHITECT. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAYE BEEN FULLY RESOLVED. PHYSICAL LAYOUT AND OBSERVATION PR I OR TO INST AL LAT I ON, THE CONTRACTOR SHALL ST AKE OUT ALL PRESSURE SUPPLY LINES, ROUTING AND LOCATION OF TURF POP-UP SPRINKLER HEADS. ALL LAYOUT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION UNLESS OTHERWISE DIRECTED. QUALIFICATIONS OF INSTALLERS PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED AND THE MANUFACTURER'S RECOMMENDED METHODS OF INSTALLATION AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. MANUFACTURERS' S DIRECTIONS MANUFACTURER'S DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURERS OF ARTICLES USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. PERMISSION FOR WATER SHUTOFF PERMISSION TO SHUTOFF ANY EXISTING IN-USE WATER LINE MUST BE OBTAINED 48 HOURS IN ADVANCE, IN WRIT I NG FROM THE OWNER. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER AS TO THE EXACT LENGTH OF TIME OF EACH SHUTOFF. WATER SUPPLY--POINT OF CONNECTION THE lRRIGATION SYSTEM SHALL BE CONNECTED TO WATER SUPPLY POINTS OF CONNECTION AS INDICATED ON THE DRAWINGS. CONNECTIONS SHALL BE MADE AT APPROXIMATE LOCATIONS AS SHOWN ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. ELECTRICAL SUPPLY ELECTRICAL CONNECTIONS FOR THE AUTOMATIC CONTROLLER(S) SHALL BE MADE TO ELECTRICAL POINTS OF CONNECTIO~ AS INDICATED ON THE DRAWINGS. CONNECTIONS SHALL BE MADE AT APPROXIMATE LOCATIONS AS SHOWN ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. TRENCHING EXCAVATION SHALL BE OPEN VERTICAL CONSTRUCTION SUFFICIENTLY WIDE TO PROVIDE FREE WORKING SPACE AROUND THE WORK INSTALLED AND TO PROVIDE AMPLE SPACE FOR BACKFILLING AND COMPACTING. TRENCHES FOR PIPE SHALL BE CUT TO REQUIRED GRADE LINES AND TRENCH BOTTOM SHALL BE COMPACTED TO PROVIDE AN ACCURATE GRADE AND UNIFORM BEARING FOR THE FULL LENGTH OF THE LINE. WHEN TWO OR MORE PIPELINES ARE INSTALLED IN THE SAME TRENCH THEY SHALL BE SEPARATED BY A MINIMUM HORIZONTAL CLEAR DISTANCE OF 2 INCHES AND THEY SHALL BE INSTALLED SO THAT EACH PIPELINE VALVE OR OTHER PIPELINE COMPONENT MAY BE SERVICED OR REPLACED ~ITHoui DISTURBING THE OTHER. DEPTH OF TRENCHES SHALL BE SUFFICIENT TO PROVIDE A MINIMUM COVER ABOVE THE TOP OF THE PI PE, AS FOLLOWS: 1. 12 INCHES OVER NON-PRESSURE LATERAL LINES. 2. 18 INCHES OVER PRESSURE MAIN LINES LESS THAN 3" DIAMETER 3. 24 INCHES OYER PRESSURE MAIN LINES 3" -5-1/2" DIAMETER. 4. 12 INCHES OYER SLEEVES FOR LATERAL LINES UNDER PEDESTRIAN PAYING. 5. 18 INCHES OYER SLEEVES FOR MAIN LINES CROSSING UNDER PEDESTRIAN PAVING. 6. 30 INCHES OVER SLEEVES FOR MAIN LINES CROSSING UNDER VEHICULAR PAVING. TRENCH I NG THROUGH AREAS WERE TOPSOIL HAS BEEN SPREAD: DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE SIDE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS PRIVATE CONTRACT " AS B U I LT" RCE __ _ EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE 1 -1 --1i-------------+---I----I-------I-------II SH2EET I CITY OF CARLSBAD 1s~~s PLANNING DEPARTMENT 10TZ'. 5 ;:=::='...':===::::::::::::::==========~&~~ GLOBE VALVES -STRAIGHT VALVES -BALL VALVES GLOBE VALVES, STRAIGHT VALVES AND BALL VALVES SHALL BE ANO TYPE AS INDICATED ON THE PLANS. . i,.1-\D'>c ~ CORNERSTONE CORPORA TE CENTRE OF ttt2~ ~r-1-0-1!;5--'l-6;-/av--t-n_,,-~--l"='-l::.-,--'Sl-lf--NtJ-. ----------11--.+---l~---+----1 L:~:;~:=:Do:: I 8/-'6 MAP \~Ol~:B~ L./C.~~. ?'1'-'o"-"'"° \0.\(,,,"I\' it) A§slSTANT ~DIRECTOR 'DATE ?C/~lt,"'J, . ,, r"""1·';:;;:;:A'Tfo·~,,,oTi~~l'iiT1AAiL-f-'/'-=-"l\--'"'-'--=-'-V.'.:IS:'!f~51ir'.:'-'-'-·c'N'-'-"'0 . ._ ________ -+-0-A-TE-.J.-IN-IT-IA-L~'2::_·~1.?A,~'1.!~e~,/.13f:lNl~TI-AL_J ~D~W~N:;::';:B~Y~: =;K~W~:::::':::;';=::::=::::::=P:::R::::0=:J=:E=C=T=N=O=.==;-;::::D=R=A=W=IN=:G=::N:§:!0. • _ AU\· . ..,.,.. ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: Dll PIP 97 04 355 2L ~-_,. OTHER APPROVAL CITY APPROVAL RVWD BY: CMWD PROJECT NO. 97 259 BACKFILLING BACKFILL MATERIAL SHALL BE APPROVED SOIL. INCLUDING CLODS AND ROCKS OVER 2-1/2 INCH REMOVED FROM THE PREMISES AND DISPOSED OF OWNER. UNSUITABLE MATERIAL, IN SIZE, SHALL BE LEGALLY AT NO COST TO PIPE SHALL BE BEDDED IN AT LEAST 2 INCHES OF FINELY DIVIDED MATERIAL TO PROVIDE A FIRM, UNIFORM BEARING. AFTER LAYING. THE PIPE SHALL BE SURROUNDED WITH ADDITIONAL FINELY DIVIDED MATERIAL TO AT LEAST 2 INCHES OVER THE TOP OF THE PIPE. TRENCH BACKFILL, SUFFICIENT TO ANCHOR THE PI PE, MAY BE DEPOSITED BEFORE THE PIPELINE PRESSURE TESTING, EXCEPT THAT JOINTS SHALL REMAIN EXPOSED UNTIL SATISFACTORY COMPLETION OF TESTING. ALL BACKFILLING SHALL BE DONE CAREFULLY AND SHALL BE MECHANICALLY COMPACTED TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL IN PLANTING AREAS. BACKFILL WILL CONFORM TO ADJACENT GRADES WITHOUT DI PS, SUNKEN AREAS, HUMPS OR OTHER SURF ACE IRREGULARITIES. FLOODING OF TRENCHES WILL BE PERMITTED ONLY WITH APPROVAL OF THE LANDSCAPE ARCHITECT. SURPLUS SOIL REMAINING AFTER BACKFILLING SHALL BE DISPOSED OF ON THE PREMISES AS DIRECTED BY THE LANDSCAPE ARCHITECT. INSTALLATION OF POLYVINYL CHLORIDE PIPE EXERCISE CARE IN HANDLING, LOADING, UNLOADING, AND STORING PLASTIC PIPE AND FITTINGS UNDER COVER UNTIL READY TO INSTALL: 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. CAREFULLY INSPECT ALL PIPE AND FITTINGS BEFORE INSTALLATION, REMOVING ALL DI RT, SCALE, AND BURRS AND REAM I NG AS REQUIRED; INSTALL ALL PIPE WITH ALL MARKINGS UP FOR VISUAL INSPECTION AND VERIFICATION. REPAIR ALL DENTED AND DAMAGED PIPE BY CUTTING OUT THE DENTED OR DAMAGED SECTJON AND REJOINING WITH A COUPLING. ALL PVC PIPE SHALL LAY FREE IN THE TRENCH WITH NO INDUCED STRAIN AND WITH SUFFICIENT ALLOWANCE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY THE MANUFACTURER. ROUTING rs DIAGRAMMATIC AND SHALL BE INSTALLED ]N SUCH A MANNER AS TO CONFORM WITH DETAILS PER PLANS. SOLVENT SHALL BE APPLIED TO PIPE ENDS IN SUCH A MANNER THAT NO MATERIAL IS DEPOSITED ON THE INTERIOR SURFACE OF THE PIPE OR EXTRUDED INTO THE INTERIOR OF THE PIPE DURING JOINTING. EXCESS CEMENT ON THE EXTERIOR OF THE JOINT SHALL BE WIPED CLEAN IMMEDIATELY AFTER ASSEMBLY. IN JOINING, USE ONLY THE MANUFACTURER'S SPECIFIED SOLVENT AND MAKE ALL JOINTS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED METHODS; GIVE SOLVENT WELDS AT LEAST 15 MINUTES SETUP TIME BEFORE MOVING AND HANDLING AND 24 HOURS CURING TIME BEFORE FILLING WITH WATER THREADED PIPE JOINTS SHALL BE MADE USING TEFLON TAPE OR OTHER APPROVED JOINTING MATERIAL ( INCLUDING THREADED "MARLEX" FITTINGS). SOLVENT SHALL NOT BE USED WITH THREADED JOINTS. PIPE SHALL BE PROTECTED FROM TOOL DAMAGE DURING ASSEMBLY. VISES SHALL HAVE PLEATED JAWS. STRAP WRENCHES SHALL BE USED FOR INSTALLATION OF FITTINGS AND NIPPLES. FOR PLASTIC-TO-STEEL CONNECTIONS, WORK THE STEEL CONNECTIONS FI PST; USE A NON-HARDEN I NG NON-LEAD BASE PI PE DOPE ON ALL THREADED PLASTIC-TO-STEEL CONNECTIONS AND USE ONLY LIGHT WRENCH PRESSURE. ALL PLASTIC-TO-STEEL CONNECTIONS SHALL BE MADE WITH PLASTIC MALE ADAPTORS. PROVIDE EACH ASSEMBLY WITH ITS OWN OUTLET FROM THE IRRIGATION MAIN. (NO MULTIPLE ASSEMBLIES.) PVC PIPE INSTALLATION UNDER EXISTING PAVEMENT PIPING TO BE INSTALLED UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACK I NG, BORING, CUTT I NG AND PATCH I NG, OR HYDRAULIC DRIVING. HYDRAULIC DRIVING WILL NOT BE PERMITTED UNDER ASPHALTIC CONCRETE PAVEMENT. WHERE CUTTING OR BREAKING OF EXISTING PAVEMENT IS NECESSARY, SECURE PERMISSION FROM THE LANDSCAPE ARCHITECT BEFORE CUTTING OR BREAKING THE PAVEMENT AND THEN MAKE ALL NECESSARY REPAIRS AND REPLACEMENTS TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND AT NO ADD IT I ONAL COST, PIPE INSTALLATION UNDER PROPOSED PAVING TRENCHES LOCATED UNDER AREAS WHERE PAVING, ASPHALTIC CONCRETE OR CONCRETE, WI LL BE INSTALLED SHALL BE BACKFILLED WI TH SAND ( A LAYER SIX ( 6) INCHES BELOW THE PIPE AND THREE ( 3) INCHES ABOVE THE PIPE) AND COMPACTED IN LAYERS TO 95 PERCENT COMPACTION, USING MANUAL OR MECHANICAL TAMPING DEVICES. TRENCHES FOR PIPING SHALL BE COMPACTED TO EQUAL COMPACTION OF THE EXISTING ADJACENT UNDISTJRBED SOIL AND SHALL BE LEFT IN A FIRM UNYIELDING CONDITION. ALL TRENCHES SHALL BE LEFT FLUSH WITH THE ADJOINING GRADE. THE IRRIGATION CONTRACTOR SHALL SET IN PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO THE PAVING WORK. ALL PLASTIC PRESSURE PIPE UNDER PAVEMENT SHALL BE INSTALLED IN A PVC SLEEVE. CONCRETE THRUST BLOCKS ALL PRESSURE PIPE 4" AND LARGER, POLYVINYL CHLORIDE OR ASBESTOS CEMENT, SHALL HAVE THE CORRECT SIZED CONCRETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT; AT GATE VALVES, AT TEES, ELBOWS AND CROSSES, AND AT ENDS OF PI PE RUNS; OR WHEREVER THE FIELD ENGINEER DEEMS ONE TO BE NECESSARY. THRUST BLOCKS ARE TO BE INSTALLED AS PER DETAIL DRAWINGS. AUTOMATIC CONTROLLER LOCATION AND INSTALLATION THE CONTROLLER LOCATION JS DIAGRAMMATIC AND SHALL BE SPECIFICALLY LOCATED BY THE OWNER OR LANDSCAPE ARCHITECT. MAKE ALL ELECTRICAL CONNECTIONS INSIDE CONTROLLER CABINET. CONTROLLER SHALL BE GROUNDED AT POWER SUPPLY BY GROUND WIRE. ALL LOCAL AND APPLICABLE CODES SHALL TAKE PRECEDENCE IN THE FURNISHING AND/OR CONNECTION OF 120-VOLT ELECTRICAL SERVICES TO THE CONTROLLER. IN MULTIPLE CONTROLLER INSTALLATIONS, ENCLOSURES SHALL BE SIZED ACCORDINGLY. NO 110-VOLT WIRE RUNS SHALL PASS FROM CONTROLLER CABINET TO CABINET. EACH CONTROLLER SHALL HAVE A SEPARATE ELECTRICAL SERVICE. LOW VOLTAGE CONTROL WIRING WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED THE SAME ROUTE AS PRESSURE SUPPLY LINES WHEREVER POSSIBLE. MORE THAN ONE WI RE IS PLACED IN A TRENCH, THE WIRING SHALL TAPED TOGETHER AT INTERVALS OF TEN ( 10) FEET. ALONG WHERE BE AT LEAST 2 FEET OF SLACK (4 FOOT MINIMUM EXPANSION LOOP) SHALL BE LEFT AT EACH SPLICE AND POINT OF CONNECTION IN PULL BOXES AND VAL VE BOXES. CONTROL WIRES SHALL BE LAID LOOSELY IN TRENCH WITHOUT STRESS OR STRETCH I NG. FIELD SPLICES BETWEEN THE AUTOMATIC CONTROLLER AND ELECTRICAL CONTROL VALVES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT ALL CONTROL WIRES SHALL BE SOLID COPPER, 600 VOLT, TYPE UF, CONFORMING TO THE DRAWINGS, AND THE FOLLOWING WIRE COLORS AND INSTALLATION REQUIREMENTS: 1. NEUTRAL WIRES: WHITE ( #12 AWG), DO NOT INTERCONNECT NEUTRAL WIRES BETWEEN CONTROLLERS. 2. SPARE WIRES: TWO (2) RED (#14 AWG) FROM FURTHEST VALVE OR MANIFOLD TO EACH CONTROLLER. WIRE CONNECTIONS NEUTRAL, PILOT AND SPARE WIRES SHALL BE INSTALLED WITH A 2' -0" COILED EXCESS WIRE LENGTH AT EACH END ENCLOSURE. EACH AND EVERY WIRE SPLICE SHALL BE SOLDERED TOGETHER ( USING 60-40 SOLDER), THEN ENCASED IN THE WATERPROOF EPOXY OF THE "SCOTCH-PAC" OR "PEN-TITE" CONNECTORS AS SHOWN ON STANDARD DRAWING 1-15, WIRE SPLICES SHALL BE MADE ONLY IN VALVE OR PULL BOXES. WIRE BUNDLES EACH INDIVIDUAL CONTROLLER CLOCK'S CONTROL WIRES SHALL BE BUNDLED AND TAPED TOGETHER SEPARATELY FROM OTHER CONTROLLER'S WIRES WITH COLORED TAPE AT INTERVALS NOT EXCEEDING 10' -□•. CONTROLLER IDENTIFICATION TAPE COLORS SHALL BE AS FOLLOWS (USE AS MANY AS NECESSARY): CONTROLLER "A" "B" "c" "D" "E" "F" TESTING-WIRING TAPE COLOR BLACK RED WHITE BLUE GREEN YELLOW ALL WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION RESISTANCE TO GROUND SHALL BE FIFTY (50) MEGOHMS. ANY WIRING NOT MEETING THIS REQUIREMENT SHALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE. ALL WIRES IN PULL BOXES SHALL BE LOOSE AND SHALL NOT COME WITHIN THREE INCHES (3") FROM LID. BOXES SHALL BE SIZED ACCORDINGLY TO ACCOMMODATE THIS REQUIREMENT. VALVE BOXES INSTALL VALVE BOXES AS SHOWN ON DETAIL VAL VE PER BOX. INSTALL NO MORE THAN ONE VALVE BOXES SHALL BE LOCATED IN ACCESSIBLE AREAS WHICH ARE NOT HIGHLY VISIBLE. THE TOP SURFACE SHALL BE 2" ABOVE GRADE IN GROUND COVER AREAS, FLUSH WITH GRADE IN LAWN AREAS, AND FLUSH WITH ABUTTING FIXED IMPROVEMENTS SUCH AS WALKS AND PAVING. (AVOID LOCATING VALVE BOXES IN LAWN OR ABUTTING FIXED IMPROVEMENTS WHERE FEASIBLE.) VALVE BOX LOCATJONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PR:OR TO INSTALLATION, GLOBE VALVES -STRAIGHT VALVES -GATE VALVES -BALL VALVES INSTALL VALVES AT APPROXIMATE LOCATION SHOWN ON PLANS AND PER DETAILS. LOCATE VALVES IN GROUND COVER AREAS WHERE FEASIBLE. QUICK COUPLING VALVES QUJCK COUPLING VALVES SHALL BE SET APPROXIMATELY 3' FROM WALKS, CURBS, HEADERS, OR PAVED AREAS WHERE FEASIBLE AND PER DETAIL DRAWINGS. LOCATE QUICK COUPLING VALVES IN GROUND COVER AREAS WHERE FEAS l BLE. AVOID LOCATING QUICK COUPLING VALVES IN LAWN WHERE FEASIBLE. QUICK COUPLING VALVES LOCATED IN LAWN SHALL HAVE VINYL COVERS. QUICK COUPLING VALVES IN LAWN AREAS SHALL BE SET TO GRADE. QUICK COUPLING VALVES IN SHRUB AREAS SHALL BE SET 3" ABOVE GRADE. CLOSE NIPPLES SHALL NOT BE USED. REMOTE CONTROL VALVES INSTALL REMOTE CONTROL VALVES AT APPROXIMATE LOCATION AS SHOWN ON THE PLANS AND PER DETAILS. LOCATE REMOTE CONTROL VALVES IN GROUND COVER WHERE FEASIBLE (SEE VALVE BOXES ABOVE). ELECTRIC REMOTE CONTROL VALVES SHALL HAVE MANUAL FLOW ADJUSTMENT. INSTALL ONE VALVE PER VALVE BOX. NO SPLICING SHALL BE MADE OUTSIDE OF THE VALVE BOX EXCEPT THAT MADE IN A PULL BOX. CLOSE NIPPLES SHALL NOT BE USED. SPARE WIRES TERMINATING IN VALVE BOXES SHALL HAVE THEIR ENDS INSULATED, THE SAME AS FOR A SPLICE. BACKFLOW PREVENTERS BACKFLOW PREVENTERS WILL BE INSTALLED PER PLANS ANO DETAILS. ALL BACKFLOW PREVENTERS SHALL BE INSTALLED PER AGENCY REQUIREMENTS. SPRINKLER HEADS INSTALL THE SPRINKLER HEADS AS DESIGNATED ON THE DRAWINGS. SPRINKLER HEADS TO BE INSTALLED IN THIS WORK SHALL BE EQUIVALENT IN ALL RESPECTS TO THOSE ITEMIZED. SPACING OF HEADS SHALL NOT EXCEEC THE MAXIMUM INDICATED ON THE DRAWINGS. IN NO CASE SHALL THE SPACING EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER. RISER NIPPLES FOR ALL SPRINKLER HEADS SHALL BE THE SAME SIZE AS THE RISER OPENING IN THE SPRINKLER BODY. CHECK VALVES CHECK VALVES SHALL BE INSTALLED WHERE INDICATED ON DRAWINGS. IF THE CONTRACTOR FINDS ADDITIONAL CHECK VALVES ARE REQUIRED TO PREVENT HYDROSTATIC RUN-OFF, HE SHALL I MMED I A TEL Y NOT I FY THE LANDSCAPE ARCHITECT FOR APPROVAL OF ADDITIONAL CHECK VALVES. ANTI-DRAIN VALVE AN ANTI-DRAIN/EXCESS-FLOW VALVE SHALL BE INSTALLED UNDER EACH LOW-DRAINING SPRINKLER HEAD WHICH IS NOT EQUIPPED WITH AN INTERNAL CHECK VALVE. PUMP WHERE REQUIRED, PUMPS SHALL BE INSTALLED PER HYDRAULIC REQUIREMENTS AS SPECIFIED ON THE PLAN. CONTRACTOR WILL BE REQUIRED TO SUBMIT SHOP DRAWINGS FOR APPROVAL OF INSTALLATION PER AGENCY REQUIREMENTS. PUMP DETAILS, IF ANY, ARE FOR CONTRACTOR' S CON VEN I ENCE. HEAD-LOC WHEN SPECIF I ED, "HEAD-LOC" BY KINGS BROS. , I NC. , OR APPROVED EQUAL, ANTI-VANDALISM APPARATUS SHALL BE INSTALLED AT EACH IRRIGATION HEAD. MOISTURE SENSORS WHEN MO I STU RE SENSORS ARE SPECIF I ED, INST ALL ONE "CAL SENSE" MOISTURE SENSOR FOR EVERY FOUR VALVES. FOR INSTALLATION, PLACEMENT OF MO I ST URE SENSORS AND PURCHASE INFORMATION, CONTACT: CALSENSE 2075 CORTE DEL NOGAL, SU I TE J CARLSBAD, CAL I FORNI A 92009 ( 619) 438-0525 MISCELLANEOUS INSTALL MISCELLANEOUS CONTROL DEVICES SUCH AS MOISTURE SENSORS, FLOW CONTROLS, PRESSURE REGULATORS, STRAINERS AND DRIP I RR I GAT I ON CONTROL ASSEMBLIES AS SHOWN ON PLANS AND PER DETAILS. OBSERVATION CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT IN ADVANCE FOR THE OBSERVATION MEETINGS. REFER TO PART 1--GENERAL FOR OBSERVATION SCHEDULE. TESTING MAKE ALL NECESSARY PROVISIONS FOR THOROUGHLY BLEEDING THE LINE OF AIR AND DEBRIS. BEFORE TESTING, FILL THE LINE WITH WATER FOR A PERIOD OF AT LEAST 24 HOURS. AFTER VALVES HAVE BEEN INSTALLED, TEST ALL PRESSURE WATER LINES FOR LEAKS AT A PRESSURE OF 125 PSI FOR A PERIOD OF FOUR HOURS, WITH ALL COUPLINGS EXPOSED A~D WITH ALL PIPE SECTIONS CENTER LOADED. FURNISH ALL NECESSARY TESTING EQUIPMENT AND PERSONNEL. CORRECT ALL LEAKS AND RETEST UNTIL ACCEPTANCE BY THE OWNER. DO NOT ALLOW OR CAUSE ANY OF THE WORK OF THIS SECTION TO BE COVERED BY OR ENCLOSED UNTIL IT HAS BEEN OBSERVED, TESTED AND APPROVED BY THE OWNER AND LANDSCAPE ARCHITECT. FLUSHING BEFORE BACKFILLING THE MAIN LINE, AND WITH ALL CONTROL VALVES IN PLACE BUT BEFORE LATERAL PIPES ARE CONNECTED, COMPLETELY FLUSH AND TEST THE MAIN LINE AND REPAIR ALL LEAKS. FLUSH OUT EACH SECTION OF LATERAL PIPE BEFORE SPRINKLER HEADS ARE ATTACHED. ADJUSTMENT OF THE SYSTEM THE CONTRACTOR SHALL ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, AUTOMOBILES, WINDOWS AND BUILDINGS AS MUCH AS POSSIBLE. IF IT JS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS PRIOR TO PLANTING. ADJUSTMENTS MAY ALSO INCLUDE CHANGES IN NOZZLE SIZES AND DEGREES OF ARC AS REQUIRED. LOWERING RAISED SPRINKLER HEADS BY THE CONTRACTOR SHALL BE ACCOMPLISHED WITHIN TEN ( 10) DAYS AFTER NOTIFICATION BY OWNER. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISHED GRADES UNLESS OTHERWISE DESIGNATED ON THE PLANS. REMOTE CONTROL VALVES SHALL BE ADJUSTED SO THAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY THE HEAD MANUFACTURER. REMOTE CONTROL VALVES SHALL BE ADJUSTED SO THAT A UNIFORM DISTRIBUTION OF WATER IS APPLIED BY THE SPRINKLER HEADS TO THE PLANTING AREAS FOR EACH INDIVIDUAL VALVE SYSTEM. FINAL OBSERVATION PRIOR TO ACCEPTANCE THOROUGHLY CLEAN, ADJUST AND BALANCE ALL SYSTEMS. THE CONTRACTOR SHALL OPERATE EACH SYSTEM IN ITS ENTIRETY FOR THE LANDSCAPE ARCHITECT AT TIME OF FINAL OBSERVATION. ANY ITEMS DEEMED NOT ACCEPTABLE BY THE LANDSCAPE ARCHITECT SHALL BE REWORKED TO THE COMPLETE SATISFACTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL SHOW EVIDENCE TO THE LANDSCAPE ARCHITECT THAT THE OWNER HAS RECEIVED ALL ACCESSORIES, CHARTS, RECORD DRAWINGS. AND EQUIPMENT AS REQUIRED BEFORE FINAL CAN OCCUR. COMPLETION 1. ACCEPTANCE: WITHIN 10 DAYS OF THE CONTRACTOR'S NOTIFICATION THAT THE INSTALLATION IS COMPLETE, THE OWNER AND REQUIRED AGENCIES WILL INSPECT THE INSTALLATION AND IF FINAL ACCEPTANCE IS NOT GIVEN, WILL PREPARE A "PUNCH LIST" WHICH, UPON COMPLETION BY THE CONTRACTOR, WILL SIGNIFY FINAL ACCEPTANCE BY THE OWNER, THIS FINAL ACCEPTANCE WILL BE IN WRITING FROM THE OWNER. NO ALLOWANCE FOR DEVIATION FROM THE PLANS OR SPECIFICATIONS WILL BE ALLOWED, 2. AUTHORITY THE OWNER OR LANDSCAPE ARCHITECT SHALL HAVE THE FINAL AUTHORITY ON ALL ITEMS OF THE PROJECT. 3. CLEAN-UP: CLEAN-UP SHALL BE MADE AS EACH PORT I ON OF WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SI TE, ALL WALKS AND PAV I NG SHALL BE BROOMED OR WASHED DOWN, AND ANY DAMAGE SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS. AT FREQUENT INTERVALS AND AT ALL TIMES WHEN DIRECTED BY THE OWNER, THE CONTRACTOR SHALL REMOVE AND D l SPOSE OF ACCUMULATIONS OF RUBBISH AND DEBRIS OF ALL KINDS. AT THE TI ME OF COM PL ET I ON, THE ENTIRE SITE SHALL BE CLEARED OF TOOLS, EQU[PMENT, RUBBISH, ETC., ALL OF WHICH SHALL BE REMOVED FROM THE SITE, AND THE ENTIRE PROJECT, INCLUDING SURROUND I NG PREM I SES, SHALL BE LEFT IN PROPER, CLEAN CONDITION READY FOR ACCEPTANCE. 4. MAINTENANCE: THE ENTIRE SPRINKLER IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION FOR A PERIOD OF SEVEN (7) DAYS PRIOR TO ANY PLANTING, THE OWNER OR LANDSCAPE ARCHITECT RESERVE THE RIGHT TO WAIVE OR SHORTEN THE OPERATION PERIOD. PRIVATE CONTRACT LANDSCAPE 6165 Greenwich Drive Suite 200 ARCHITECTURE son Diego, co 92122 Phone: ( 619) 452-2828 PLANNING Fax (619) 452-8610 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING " AS B U I LT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: KAWASAKI THEILACKER UENO + ASSOCIATES AREAS INSPECTOR DATE t---+---t-----------------1r-------1---+----t----1 I SH3EET I CITY OF CARLS BAD SHEETS PLANNING DEPARTMENT 1·(;-rr) ~===--':========--=;~~·· DATE INITIAL ENGINEER OF WORK 11\ REVISE. SHt: No. REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL 11,. II ,. < LI") DA Tl INITIAL CITY APPROVAL llY CORNERSTONE CORPORA TE CENTRE LOTS 7, 8 & 11 , CARLSBAD TRACT# 81-46, MAP NO. /1287 OWN BY: ~K~W __ CHKD BY: ~D=lJ~_ RVWD BY: PROJECT NO. PIP 97-04 CMWD PROJECT NO. 97-259 11 ,, 1/11- DA TE DRAWING NO. 355-2L I LANDSCAPJNG PART 1 -GENERAL THE GENERAL CONDITIONS OF THE CONTRACT APPLY AS THOUGH WRITTEN HEREIN. SCOPE THE WORK J NCLUDES ALL LABOR, MATER J ALS. TRANSPORT A TI ON, SERVICES AND FACILITIES NECESSARY OR INCIDENTAL TO THE COMPLETION OF LANDSCAPING WORK SHOWN ON THE DRAWINGS AND AS SPECIFIED. EXISTING UTILITIES PRIOR TO EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, NOT I FY THE LANDSCAPE ARCHITECT WHO SHALL ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. THE CONTRACTOR ASSUMES ALL RESPONSJBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED. PROTECTION OF OTHER WORK AND IMPROVEMENTS ADEQUATELY STAKE, BARRICADE AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UT I LI TY LINES AND OTHER EX I ST I NG IMPROVEMENTS AND PROPERTY DUR I NG ALL PHASES OF THE PLANT I NG, SO IL AMEND I NG, AND GRADING OPERATIONS. VERIFICATION OF DIMENSIONS AND QUANTITIES ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND QUANTITIES AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS OR SPECIFICATIONS AND ACTUAL CONDITIONS. NO WORK SHALL BE DONE IN ANY AREA WHER[ THERE IS ANY SUCH DISCREPANCY UNTlL APPROVAL FOR SAME HAS BEEN GIVEN BY THE LANDSCAPE ARCHITECT OR HIS REPRESENT/', TI VE. QUANTITIES FOR PLANT AND NOT GUARANTEED. SUFFICIENT NUMBER TO SUBMITTALS MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, CHECK AND VERIFY PLANT COUNT AND SUPPLY FULFILL THE INTENT OF THE DRAWINGS. CONTRACTOR SHALL SUBMIT A LI ST OF SO IL AMENDMENTS, BARK MULCH, FERTILIZERS, PLANT MATERIALS, SEEDS, WITH QUANT IT I ES OF EACH WITHIN 35 DAYS OF AWARD OF CONTRACT AND SHALL RECEIVE LANDSCAPE ARCHITECT'S APPROVAL PRlOR TO BEGINNING WORK. AT LEAST 15 Di' YS BEFORE SCHEDULED USE, THE PROPOSED SOURCE OF TOPSOIL MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR APPROVAL WHICH SHALL BE ACCOMPANIED BY A WRITTEN REPORT FROM A STATE APPROVED TESTING AGENCY FOR AGRICULTURAL SOIL EVALUATION WHICH STATES THAT THE PROPOSED SOURCE COMPLIES WITH THESE SPECIFICATIONS. SOILS TESTS FOR AGRICULTURAL SUITABILITY AFTER ROUGH GRADING, SOILS SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOILS TEST SHALL BE PERFORMED BY A SOILS TESTING LABORATORY (PRE-APPROVED BY THE LANDSCAPE ARCHITECT AND THE CITY). THE SOILS TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: (a) ORGANIC CONTENT, (b) N,P,K, (c) pH, (d) EC, (e) SOIL TEXTURE (SILT, CLAY, SAND), (f) RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE LANDSCAPE ARCHITECT AND THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE 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 SUBSTITUTED WITH "OR EQUAL" PRODUCTS APPROVED BY THE LANDSCAPE ARCHITECT AND THE CITY. SAMPLE PLANTS SHRUB AND TREE SAMPLES ( 15 GALLONS AND UNDER): TYPICAL SAMPLES, THREE EACH OF ALL VARIETIES AND SIZES ( 15 GALLONS AND UNDER) OF ALL PLANT MATERIALS SHALL BE SUBMITTED FOR OBSERVATION APPROVAL AT THE SITE A MINIMUM OF 15 DAYS PRIOR TO PLANTING OPERATIONS. TREE SAMPLES (24" BOX AND LARGER): ONE SAMPLE OF EACH TREE VARIETY AND SIZE, DESIGNATED ON THE DRAWINGS, 24" BOX AND LARGER, SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES OR SHRUBS NOT APPROVED. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN RETAIN THE SERVICES OF THE LANDSCAPE ARCHITECT TO REVIEW TREES TAGGED AT THE NURSERY AND/OR AT ITS PLACE OF GROWTH, OR AS OTHERWISE SPECIFIED W~P~B~~~N§AMPLES SHALL REMAIN ON THE SITE AND SHALL BE MAINTAINED BY THE CONTRACTOR AS STANDARDS OF COMPARISON FOR PLANT MATERIALS TO BE FURNISHED. SAMPLES W!LL BE INCORPORATED INTO THE WORK. REJECTION AND SUBSTITUTION (CITY INSPECTOR MUST APPROVE ALSO) ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CON□ IT I ON AS SPECIF I ED HEREIN AND /OR AS I ND I CA TED ON THE DRAWINGS. UNDER NO CONDITION WILL THER~ BE ANY SUBSTITUTION OF PLANT SPEC I ES, VAR I ETY OR REDUCED SIZES FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. SUBMITTAL OF CERTIFICATES, TR IP SL! PS AND INVOICES 1. TOPS□ IL, SO IL AMENDMENTS, AND FERTILIZER: UPON DELI VERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT SIGNED COPIES OF REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOJL PREPARATION MATERIALS. IF THE MIN I MUM AMOUNTS OF TOP SO l L, SO IL AMENDMENTS, FERTILIZERS AND OTHER SPECIFIED MATERIALS HAVE NOT BEEN FURNISHED AS SPECIFIED, THE CONTRACTOR, AS DIRECTED BY THE LANDSCAPE ARCHITECT, SHALL INSTALL ADDITIONAL MATERIALS TO FULFILL THE MINIMUM AMOUNTS REQUIRED. 2. PLANT MATER l ALS, BARK MULCH, MULCH AND PRE-EMERGENCE HERBICIDES: AFTER INSTALLATION OF PLANT MATERIALS BUT PR I OR TO THE PREMAINTENANCE INSPECTION, THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT SIGNED COPIES OF THE REQUIRED CERTIFICATES, TR l P SL I PS AND INVOICES FOR THE SPEC l Fl ED PLANT MA ,ER I AL, BARK MULCH, MULCH, PRE-EMERGENCE HERBICIDES AND RELATED [ TEMS. IF THE MINIMUM AMOUNTS OF THESE MATERIALS HAVE NOT BEEN FURNISHED AS SPECIF I ED, THE CONTRACTOR, AS D l REC TED BY THE LANDSCAPE ARCHlTECT, SHALL INSTALL ADDITIONAL MATERIALS TO FULFILL THE MINIMUM AMOUNTS REQUIRED. GUARANTEES ALL TREES THAT HAVE BEEN SUPPLIED AND INSTALLED UNDER THIS CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEALTHY CONDITION FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL OBSERVATION OF PROJECT. SHRUBS, VINES AND GROUNDCOVERS SHALL BE GUARANTEED TO REMAIN HEAL THY AND VIGOROUSLY GROWi NG FOR 60 DAYS, AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD AND FINAL OBSERVATION. REPLACEMENTS CONTRACTOR SHALL IMMEDIATELY REPLACE ANY AND ALL PLANT MATERIALS WHICH, FOR ANY REASON, DI ES OR IS DAMAGED WHILE UNDER HIS CARE. ALL PLANTS FOUND TO BE DEAD AND ALL PLANTS NOT IN A VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED WITHIN 14 DAYS OF WRITTEN NOTIFICATION BY THE LANDSCAPE ARCH !TECT. PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED. PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED. ALL SUCH REPLACEMENT MATER[ALS SHALL BE GUARANTEED AS SPECIFIED FOR THE ORIGINAL GUARANTEED MATERIALS. OBSERVATION (CITY INSPECTOR MUST PARTICIPATE ALSO) SITE OBSERVATIONS SHALL BE MADE BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL REQUEST OBSERVATION 48 HOURS IN ADVANCE OF THE TIME AN OBSERVATION IS REQUIRED. OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK· 1 INCORPORATION OF SOIL AMENDMENT AND FERTILIZER INTO THE SOIL. 2. UPON THE COMPLETION OF GRADING PRIOR TO PLANTING. 3. APPROVAL OF SAMPLE PLANTS. 4. APPROVAL OF PLANT MATERIALS. 5. WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FOR PLAN.JI NG, BUT BEFORE PLANTING HOLES ARE EXCAVATED. 6. VERIFICATION OF FINISH GRADES. 7. APPLICATION OF PRE-EMERGENCE HERBICIDE. 8. WHEN PLANT I NG, AND ALL OTHER I ND I CAT ED OR SPECIF l ED WORK, EXCEPT THE MA I NTENANCE PER I OD, HAS BEEN COMPLETED. WR ITT EN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. 9. FINAL OBSERVATION AT THE COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE ONE-YEAR GUARANTEE OF ALL TREES. THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TlME OF EACH INSPECTION. IN THE EVENT THE CONTRACTOR REQUESTS OBSERVATION WORK AND SAID WORK IS SUBS TANT I ALLY INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBSERVATION COSTS OF LANDSCAPE ARCHITECT PORTAL TO PORT AL. ACCEPTANCE UPON COMPLETION OF THE FINAL OBSERVATION AND THE WORK OF THIS SECT I ON, THE CONTRACTOR WI LL BE NOTIFIED IN WR IT I NG WHETHER THE WORK IS ACCEPTABLE OR OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE .. PART 2 -PRODUCTS TOPSOIL -IMPORTED THE LANDSCAPE ARCHITECT SHALL DETERMINE THE SUITABILITY OF TOPSOIL PRIOR TO USE. TOPSOIL SHALL BE TRANSPORTED FROM THE SOURCE TO ITS FINAL POSITION UNLESS STOCKPILING IS SPECIFIED. TOPSOIL SHALL BE FROM A SOURCE OUTSlDE THE LIMITS OF THE PROJECT SELECTED BY THE CONTRACTOR AND IN COMPLIANCE WITH THE REQUIREMENTS SPECIFIED HEREIN. THE LANDSCAPE ARCHITECT MAY MAKE SUCH INSPECTIONS AND PERFORM SUCH TESTS AS DEEMED NECESSARY TO DETERMINE THAT THE MATERIAL MEETS THE REQUIREMENTS. TOPSOIL SHALL HAVE A FRIABLE SANDY LOAM CHARACTER, AND BE FREE OF ROOTS, CLODS AND STONES LARGER THAN 1-INCH IN GREATEST DIMENSION, POCKETS OF COARSE SAND, NOXIOUS WEEDS, STICKS, BRUSH AND OTHER LITTER. IT SHALL NOT BE INFESTED WITH NEMATODES OR OTHER UNDESIRABLE INSECTS AND PLANT DISEASE ORGANISMS. GRADATION LIM I TS SHALL BE SAND, 50-80 PERCENT, CLAY 20 PERCENT MAXIMUM, AND SILT, 30 PERCENT MAXIMUM. THE SAND, CLAY AND SILT GRADATION LIMITS SHALL BE AS DEFINED IN ASTM D 422. PERMEABILITY RATE SHALL BE NOT LESS THAN 0. 5 INCHES PER HOUR NOR MORE THAN 2 INCHES PER HOUR WHEN TESTED IN ACCORDANCE WITH ASTM D 2434 OR OTHER APPROVED METHODS. TOPSOIL SHALL BE SUITABLE TO SUSTAIN THE GROWTH OF THE PLANTS SPECIF I ED. SOIL AMENDMENT SOIL AMENDMENT FOR BACKFILL MIX AND SOIL CONDITIONING SHALL CONTAIN A SPECIAL BLEND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREA.KDOWN RA TE, A PORT I ON OF l NOR GAN IC AMENDMENT THAT RESISTS FURTHER BREAKDOWN, A LONG-LASTING FORM OF [RON, PH OF 5. 5 TO 6. 0, SALINITY OF 1. 75, ORGANIC MATTER (DRY WEIGHT BASIS) MORE THAN 90%, NON-IONIC WETTING AGENT AND -□TAL NITROGEN CONTENT OF 0. 5%. ( LOAMEX, WIL-GROLIFE, FOREST HUMUS, OR APPROVED EQUAL). PLANT MATERIALS CONDITION: ALL PLANTS SHALL HAVE A GROWTH HABIT NORMAL TO THE SPECIES AND SHALL BE SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECT PESTS, PLANT DI SEAS ES, SUN SCALDS, FRESH BARK ABRASIONS, EXCESS I VE ABRASIONS, OR OTHER OBJECTIONABLE D l SF I GUREMENTS. TREE TRUNKS SHALL BE STURDY AND WELL "HARDENED OFF". ALL PLANTS SHALL HAVE NORMAL WELL-DEVELOPED BRANCH SYSTEMS, AND VIGOROUS AND FIBROUS ROOT SYSTEMS WHICH ARE NEITHER ROOT NOR POT-BOUND AND ARE FREE OF KJ~KED OR GlRDLING ROOTS. CONTAINER STOCK ( 1 GAL. , 5 GAL. , 15 GAL. AND BOXES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. PRUNING SHALL NOT BE DONE, PR I OR TO DEL I VERY, EXCEPT BY WR l TTEN APPROVAL BY LANDSCAPE ARCHITECT. TREES -ALL TREES SHALL BE OF THE SPECIFIED HEIGHT AND CROWN TO THE LAST DIVISION OF THE TERMINAL LEADER AND DIAMETER. THE HEIGHT SHALL BE MEASURED FROM THE ROOT CROWN. THE DIAMETER SHALL BE MEASURED 6 INCHES ( 150MM) ABOVE THE ROOT CROWN. THE HEIGHT SHALL BE MEASURED FROM THE ROOT CROWN. THE HEIGHT OF PALM TREES SHALL BE MEASURED FROM THE GROUND LINE TO THE BASE OF THE GROWING BUD. THE TREE S~ALL STAND REASONABLY ERECT WITHOUT SUPPORT. SHRUBS -SHRUBS SHALL BE OF THE SPECIF I ED TYPE AND SIZE, SELECTED ~ROM HIGH QUALITY WELL-SHAPED NURSERY STOCK. FLATTED PLANTS -GROUND COVER PLANTS AND OTHER FLATTED PLANTS SHALL BE GROWN AND REMAIN IN THE FLATS UNTIL TRANSPLANTED AT THE SITE. THE SOIL AND SPACING OF THE PLANTS IN THE FLAT SHALL INSURE THE MINIMUM DISTURBANCE OF THE ROOT SYSTEM AT TIME OF TRANSPLANT I NG. SOD AND STOLONS (TURF GRASS) -TURF GRASS STOLONS SHALL BE FRESH CLEAN LIVING SECTIONS OF RUNNERS OF HYBRID BERMUDA GRASS OR HYBRID BENT GRASS AS DESIGNATED IN THE CONTRACT DOCUMENTS. THEY SHALL BE FREE OF TURF DISEASE, INSECTS OR WEEDS, AND CAPABLE OF HEALTHY VIGOROUS GROWTH. FOR ME CHAN I CAL OR HAND SPREAD I NG, BERMUDA GRASS STOLONS SHALL BE 1 TO 4 INCHES LONG AND BENT GRASS 4 TO 8 INCHES LONG. STOLONS TO BE PLANTED IN A SLURRY MIXTURE SHALL BE SUPPLIED IN SHORTER SECTIONS AS REQUIRED. CUTTINGS -CUTTINGS SHALL BE FRESH STOCK CUT WITH A SHARP HAND TOOL FROM THE STEMS OF HEALTHY VIGOROUS PLANTS OF THE SPECIES SPEC l FI ED. IF NOT OTHERWISE SPEC l FI ED, THE LENGTH OF CUTTINGS SHALL BE IN ACCORDANCE WITH THE BEST HORTICULTURAL PRACTICE. QUANT IT I ES QUANTITIES AND TYPES OF PLANT MATERIALS FURNISHED AND SPACING SHALL BE AS SHOWN OR NOTED FOR EACH LOCATION AND SHALL BE OF THE SPECIES, KINDS, AND SIZES AS DESCRIBED ON THE DRAWINGS. QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWi NGS. INSPECTION -ALL PLANT MATERIALS SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OR REJECTION OF THE LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE BEFORE PLANTING. PLANTS SHALL BE SUBJECT TO INSPECT'.ON AND APPROVAL OR REJECTION, AT THE PROJECT SITE AT ANY TIME DURING PROGRESS OF THE WORK FOR FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE I MMED I ATEL Y. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDIT I ON OF ANY SPEC I ES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. AGENCY REQUIRED INSPECTIONS INSPECT I ON OF PLANT MATER l ALS, REQUIRED BY C !TY, COUNTY OR STA TE AUTHOR IT l ES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHERE NECESSARY HE SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TO THE SITE. SUBSTITUTIONS (CITY INSPECTOR MUST APPROVE ALSO) SUBSTITUTIONS WILL SUBMITTED THAT ANY WILL BE CONSIDERED VARIETY AND COST. ARCHITECTS WRITTEN NOT BE PERMITTED EXCEPT THAT IF PROOF IS PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL FOR USE OF THE NEAREST EQUIVALENT SIZE OR ALL SUBSTITUTIONS SUBJECT TO LANDSCAPE APPROVAL. SUBSTITUTIONS FOR THE INDICATED PLANT MATERIALS WILL BE PERMITTED, PROV I OED THE SUBSTITUTE MATERIALS ARE APPROVED l N ADVANCE OF PLANTING DATE BY THE LANDSCAPE ARCHITECT AND THE SUBSTITUTIONS ARE MADE AT NO ADDITIONAL COST TO THE OWNER. EXCEPT FOR THE VAR I AT l ONS SO AUTHOR l ZED, ALL SUBSTITUTED MATERIALS THAT ARE OF LESS VALUE THAN THOSE INDICATED OR SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. BARK MULCH BARK MULCH SHALL BE "WALK ON BARK" OR APPROVED EQUAL. SUBMIT FERTILIZER -PRE-PLANT -12-12-12 CONT. NITROGEN 12. 00% AVAILIABLE PHOSPHORIC ACID 12. 00% SOLUBLE POTASH 12. 00% SULFUR 15. 00% CALCIUM 2. 10% FERTILIZER -MAINTENANCE -16-20-0 FERTILIZER FOR MAINTENANCE SHALL BE 16-20-0 AMMONIUM PHOSPHATE IN A HOMOGENEOUS PELLETED FORM (BEST 16-20-0, OR APPROVED EQUAL). NITROGEN 16. 00% AVAILABLE PHOSPHORIC ACID 20. 00% SULFUR 13. 00% CALC l UM 1. 60% FERTILIZER -PLANT TABS PLANT TABS SHALL BE TIGHTLY COMPRESSED, LONG LASTING AND SLOW-RELEASE. WEIGHT OF 5, 10 AND 21 GRAMS (AGRIFORM 20-10-5 PLANTING TABLETS, OR APPROVED EQUAL). NITROGEN 20. 00% AVAILABLE PHOSPHORIC ACID 10. 00% SOLUBLE POTASH 5. 00% CALCIUM 2. 60% SULFUR 1. 60% IRON 0. 35% PLANTING BACKFILL AND SOIL CONDITJONJNG FOR BIDDING PURPOSES ONLY (SEE SOILS TESTS FOR AGRICULTURAL SUITABILITY): FOR BIDDING PURPOSES, PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF ON-SITE SOIL AND AMENDMENTS AT THE FOLLOWING MIXTURE: SOIL AMENDMENT 4. 0 PARTS APPROVED ON-SITE SOIL 6. 0 PARTS AGRICULTURAL GYPSUM 3. 0 LBS. /PER CU. YD. OF MIX FOR BIDDING PURPOSES, THE RATE OF SOIL CONDITIONING FOR TURF AND GROUND COVER SHALL BE AS FOLLOWS: SOIL AMENDMENT 4. 0 CU. YDS. PER 1,000 SQ. FT. GYPSUM 75. 0 LBS. PER 1, 000 SQ. FT. TREE STAKES TREE STAKES SHALL BE OF LODGEPOLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN EIGHT (8) FEET IN LENGTH FOR 5 GALLON TREES AND TEN ( 10) FEET IN LENGTH FOR 15 GALLON TREES. GUYING MATERIALS GUYING MATERIALS SHALL BE AS INDICATED IN THE DETAIL DRAWINGS. TREE TIES TREE TIES SHALL BE BORDON CINCH-TIE OR APPROVED EQUAL. PRE-EMERGENCE HERBICIDE PRE-EMERGENCE HERBICIDE SHALL BE SURFLAN, TREFLAN, DYMID OR APPROVED EQUAL. POST-EMERGENCE HERBICIDE POST-EMERGENCE HERBICIDE SHALL BE ROUND-UP OR EQUAL. JUTE MATTING JUTE MATTING SHALL BE OF HEMP MATERIAL WHICH JS HEAVY JUTE MESH OF A UNIFORM PLAIN OPEN WEAVE OF UNBLEACHED SINGLE JUTE YEARN AVERAGING 130 POUNDS PER SPINDLE OF 14,400 YARDS. THE YARN SHALL BE OF LOOSELY TWISTED CONSTRUCTION HAVING AN AVERAGE TWIST OF NOT LESS THAN 1. 6 TURNS PER INCH AND SHALL NOT VARY IN THICKNESS OF MORE THAN 1 /2 I TS NORMAL DIAMETER. THE JUTE MESH SHALL BE FURNISHED IN APPROXIMATELY 90 POUND ROLL STRIPS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT AND CITY INSPECTOR FOR APPROVAL PRIOR TO DEL I VERY. WOOD HEADERS AND HARDWARE LUMBER FOR LANDSCAPE WORK SHALL BE CONSTRUCTION HEART ROUGH SAWN REDWOOD IN THE SIZES SPECIFIED. GALVANIZED STEEL PIPE SHALL BE AS SPECIF l ED IN I RR I GA Tl ON SPEC l FI CAT IONS. NA I LS, LAG SCREWS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED COMMERCIAL QUALITY MATERIAL. MISCELLANEOUS FABRICATED METAL ITEMS SHALL BE MADE FROM STEEL CONFORMING TO ASTM A 36. HEADERS SHALL BE 2 X 4 l NCH EXCEPT THAT TWO 1 X 4 I NCH BOARDS, OR FOUR 1/2 X 4 INCH BOARDS SHALL BE SUPPLIED FOR LAMINATION ON TURNS AND CURVES. HEADER STOCK SHALL BE SUPPLIED IN LENGTHS AT LEAST 10 FEET. STAKES FOR HEADERS SHALL BE POINTED 1 X 3 INCH, AT LEAST 18 INCHES LONG JOINT SPLICING LUMBER SHALL BE 1 X 4 INCH, 2 FEET LONG LANDSCAPE 6165 Greenwich Drive SAMPLE TO LANDSCAPE ARCHITECT AND CITY INSPECTOR FOR APPROVAL _.-::- PRIOR TO DELIVERY TO SITE. ,..l"-,.:.oi:c,4,e, \, ~--:·.,, Suite 200 ARCHITECTURE Son Dieqo, ca 92122 Phone: (619) 452-2828 GYPSUM ,:)~,'-.ii;·.·. (J; -y ,~/ ( ' ... ,,, "f'. ,:; f.' .,. ,0 c, f,...,..-{,A<, ~e...,,1:t ::1 1_,: , ·~--1·~ ,, ~ KAWASAKI THEILACKER UENO + ASSOCIATES PLANNING Fax: (619) 452-8610 PART 3 -EXECUTION INSPECTION: THE CONTRACTOR SHALL INSPECT THE SITE AND VERIFY THAT CONDITIONS ARE READY FOR WORK. THE CONTRACTOR SHALL INSPECT ALL SIGNIFICANT FACTORS AFFECTING HIS WORK INCLUDING EXISTING UT l LIT l ES, THE WORK OF OTHER TRADES, EX I ST I NG IMPROVEMENTS AND PROPER Tl ES, EX I ST! NG I RR I GA TI ON LINES, EX I ST I NG PLANT MATER I AL, STOCK PI LED MATERIALS, EX I ST I NG GRADES, EX I ST I NG D l MENS IONS, ETC. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES, WHICH SHALL BE CORRECTED AND RESOLVED ACCORDING TO THE DIRECTlON OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK. PROTECTION: THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, UNDERGROUND UTILITIES AND OTHER IMPROVEMENTS DURING HIS GRADING AND CONDITIONING OPERATIONS. WEEDING BEFORE AND DURING PRELIMINARY AND FINISH GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF OFF THE SITE. PERENNIAL WEEDS AND GRASSES TO BE REMOVED INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: BERMUDA GRASS, ALFALFA, Kl KUYU GRASS NUT GRASS, DALLIS GRASS, WATERGRASS PUNCTURE VI NE, WI RE WEEDS, CRAB GRASSES UOHNSON GRASS, MUSTARD PLANT, ST. AUGUST I NE GRASS PLANTING AREAS SHALL BE FREE OF WEEDS AND OTHER EXTRANEOUS MATERIALS TO A DEPTH OF 12 INCHES BELOW FINISH GRADE BEFORE TOPSOIL WORK. WEED SPRAY FOR HYDROSEEDED AREAS WEED ERADICATION: WEED ERAD I CA Tl ON FOR THE HYDROSEEDED AREAS. AFTER IRRIGATION INSTALLATION BUT BEFORE PLANTING INSTALLATION, THE CONTRACTOR SHALL IRRIGATE THE HYDROSEEDED AREAS AT LEAST ONCE DAILY OVER 14 TO 21 CALENDAR DAYS TO GERMINATE EXISTING WEED SEEDS. ALLOW WEED SEEDS TO GROW UNTIL THEY REACH A MAXIMUM HEIGHT OF TWO TO THREE I NC HES ( 2• -3"). THEN, APPLY THE POST-EMERGENCE HERBICIDE PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. TEST SOIL FOR TOXINS PRIOR TO HYDROSEEDING OR PLANTING, APPROXIMATELY TWO (2) WEEKS AFTER APPLICATION. GRADING AND SOIL PREPARATION MOISTURE CONTENT: THE SOIL SHALL NOT BE WORKED WHEN THE MOISTURE CONTENT l S SO GREAT THAT EXCESS I VE COMPACT l ON WI LL OCCUR; NOR WHEN IT IS SO DRY THAT DUST WILL FORM IN THE AIR OR THAT CLODS WILL NOT BREAK READILY. WATER SHALL BE APPLIED, IF NECESSARY, TO PROVIDE IDEAL MOISTURE CONTENT FOR TILLING AND FOR PLANTING HEREIN SPECIFIED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING lT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. TOPSOIL PREPARATION AND CONDITIONING: UNLESS OTHERWISE SPECIFIED ON THE PLANS, EX I ST I NG ON-SI TE SO IL SHALL BE USED. WHEN IMPORTED TOPSOIL IS SPECIFIED, THE THICKNESS OF IMPORTED TOPSOIL SHALL BE SHOWN ON THE PLANS, OR IF NOT SHOW, SHALL BE 6 INCHES THICK. THE EXISTING SOIL BELOW SUBGRADE FOR IMPORTED TOPSOIL SHALL BE SCARIFIED TO A DEPTH OF 6 INCHES PRIOR TO SPREADING TOPSOIL. ON-SITE TOPSOIL SHALL BE SCARIFIED AND CULTIVATED TO A FINELY DIVIDED CONDITION TO A DEPT OF 8 INCHES MINIMUM BELOW FINISH GRADE. DURING THIS OPERATION, ALL STONES OVER 1 INCH IN GREATEST DIMENSION SHALL BE REMOVED. PRELIMINARY GRADING: PRELIMINARY GRADING SHALL BE DONE IN SUCH A MANNER AS TO ANTICIPATE THE FINISH GRADING. EXCESS SOIL SHALL BE REMOVED OR REDISTRIBUTED BEFORE APPLICATION OF FERTILIZER AND MULCH. WHERE SOIL IS TO BE REPLACED BY PLANTS AND MULCH, ALLOWANCE SHALL BE MADE SO THAT WHEN FINISH GRADING HAS BEGUN, THERE SHALL BE NO DEFICIENCY IN THE SPECIFIED DEPTH OF MULCHED PLANT J NG BEDS. MOUNDS, BERMS: MOUNDS, WHEN DESIGNATED ON THE PLAN, SHALL BE INSTALLED TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. MOUNDS SHALL BE CONSTRUCTED TO ACHIEVE A SMOOTH AND UNIFORM EFFECT WITHOUT ABRUPT CHANGES IN GRADE. OPTIMUM SLOPE OF MOUNDS JS 5: 1. MAX I MUM SLOPE OF MOUNDS IS 3: 1. ROUND TOP AND BOTTOM OF MOUND SLOPES. MOUNDS l N LAWN AREAS SHALL BE GRADED IN SUCH A MANNER THAT THEY MAY EASILY BE MOWED. FERTILIZING AND SOIL CONDITIONING: THE PLANTING AREA SHALL BE BROUGHT TO PRELIMINARY GRADE BEFORE SPREADING THE FERTILIZERS OR CONDITIONING MATERIALS SPECIFIED. FERT[LIZING AND CONDITIONING MATERIALS SHALL BE MECHANICALLY SPREAD AT A UNIFORM RATE. THE QUANTlTIES OF MATERIALS NECESSARY FOR THE PLANTING AREA SHALL BE AT THE SITE AND SHALL BE VERIFIED BY DELIVERY TICKETS FURNISHED TO THE LANDSCAPE ARCHITECT BEFORE SPREAD I NG. TILL IN SOIL CONDITIONING MATERIALS TO A DEPTH OF 6 TO 8 INCHES AND IRRIGATE THOROUGHLY AFTER APPLICATION WITH 4 TO 6 INCHES OF WATER USING INTERMITTENT PONDING (LEACHING). APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS PRIVATE CONTRACT " AS BU I LT" RCE ___ EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE GYPSUM SHALL AGRICULTURAL AGRICULTURAL BE A COMMERCIALLY PROCESSED AND PACKAGED GYPSUM (CAS04, 2H20) SUCH AS BEN FRANKLIN GYPSUM OR APPROVED EQUAL. MULCH (FOR HAND SEEDING OF LAWN) ilJ Uc. 'vii'• ,,, 'fJ-l!.!.:.L" :;, C'Atii::. f---t-----1------------+---+---+---+---11 sH:ETl.c_1T_Y __ o_F.c...c...ccc_A_R_1....::.s_B_A_D_,,:~~ _ PLANNING DEPARTMENT "' "".f MULCH SHALL BE COMMERCIALLY BLENDED ORGANIC TOP DRESSING WITH NITROGEN ADDED SUCH AS KELLOGG TOPPER, LBR TURF SPREAD OR APPROVED EQUAL. FERTILIZER -PRE-PLANT 12-12-12 FERTILIZER FOR PRE-PLANTING SHALL BE A HOMOGENOUS PELLETED FORM CONTAIN I NG EQUAL AMOUNTS OF NITROGEN, PHOSPHOROUS, AND POTASH PLUS SULFUR AND CALCIUM. (BEST TRIPLE TWELVE 12-12-12, OR APPROVED EQUAL). & CORNERSTONE CORPORA TE CENTRE i----t---+-----------------+---t---1----1----1 LOTS 7, 8 & 11, CARLSBAD TRACT# 81-46, MAP NO. 11281 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APa~?V~D ~ I .n l;: ,J J.. _JmMMM.fMf't)i~LLJ(!~l:it~'t3N!4"'·~ .. ~~u.~.• .___ __ I '(l315' 1: ASSISTANT PLNmG<til~ECTOR. DA TE OWN BY: ~K~W~-CHKD BY: _._o,_._,u __ RVWD BY: PROJECT NO. PIP 97-04 CMWD PROJECT NO. 97-259 DRAWING NO. 355-2L FERTJLIZER -PRE-PLANT 12-12-12 SHALL BE APPLIED AT THE RATE OF 20 POUNDS PER 1,000 SQUARE FEET. AFTER LEACHING (ABOVE). APPLY THE PRE-PLANT FERTILIZER AND TILL IN TO A DEPTH OF 6 TO 8 INCHES AND IRRIGATE THOROUGHLY AFTER APPLICATION WITH 2 TO 4 INCHES OF WATER USING INT~RM!TTENT PONDING. THE THOROUGHNESS AND COMPLETENESS OF THE CULTIVATING AND [ NCORPORAT I ON OF THE SO IL COND 1T [ ONERS /AMENDMENTS SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT.. SLOPES 2: 1 AND STEEPER, OR AS PER THE DRAWINGS. OMIT SOIL CONDITJONER APPLICATION AND TI Lll NG. FIN I SH GRADE: AFTER FERT I LIZ 1 NG AND CONDIT I ON I NG, THE SO IL SHALL BE WA TE RED AND ALLOWED TO SETTLE TO PROV I DE A STABLE SURF ACE, NOT OVERLY DENSIFIED TO THE EXTENT THAT IT WILL PREVENT AERATION AND WATER INFILTRATION. AFTER THE SOIL HAS DRIED OUT TO A WORKABLE CONDIT I ON, THE PLANT I NG AREAS SHALL BE REGRADED, RAKED, AND SMOOTHED TO THE REQUIRED GRADES AND CONTOURS. THE FINISH GRADE SHALL BE SMOOTH, UNIFORM, AND FREE OF ABRUPT GRADE CHANGES AND DEPRESSIONS TO ENSURE SURFACE DRAINAGE. THE FINISHED GRADE BELOW ADJACENT PAVING. CURBS OR HEADERS SHALL BE 1 INCH IN LAWN AREAS AND 2 INCHES IN SHRUB OR GROUND COVER AREAS. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS. ORA I NS AND CATCH BAS I NS. UNLESS OTHERWISE DES I GNATED, PLANT 1 NG SURF ACES SHALL BE GRADED WITH NO LESS THAN 2 PERCENT SURFACE SLOPE ( 1 /4" PER FOOT) FOR POSITIVE DRAINAGE. FINISH SURFACES SHALL BE CLEAN AND SUITABLE FOR PLANTING. FINAL GRADES SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. PLANTING GENERAL: THE TYPES. SIZES AND QUANTITIES OF PLANT MATERIALS SHALL BE AS CALLED FOR IN THE PLANS AND SPECIFICATIONS. ALL PLANTS WILL BE INSPECTED PRIOR TO PLANTING, INCLUDING PLANTS PREVIOUSLY APPROVED AT THE NURSERY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDITION OF ALL PLANTS, PLANTED OR OTHERWISE. UNTIL ACCEPTANCE. PLANT I NG SHALL BE PERFORMED WITH MATERIALS, EQUIPMENT, ANO PROCEDURES FAVORABLE TO THE OPTIMUM GROWTH OF THE PLANTS AND IN COMPLIANCE WITH THESE PROCEDURES. EXCEPT AS NOTED FOR SPEC I MEN PLANT I NG, ALL PLANT I NG SHALL FOLLOW THE COMPLETION OF !RR!GAT[ON SYSTEM. TI ME OF PLANT I NG: NO PLANT I NG, EXCLUDING SPEC I MEN PLANT I NG, SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPR[NKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANT! NG AREAS HAVE BEEN PROPERLY GRADED AND PREPARED f.S HEREIN SPECIF I ED. AND THE WORK APPROVED BY THE LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE. PLANT PROTECTION AND STORAGE: THE CONTRACTOR SHALL KEEP ALL PLANT MATERIAL DELIVERED TO THE SITE IN A HEALTHY CONDITION FOR Pl_ANT I NG. PLANTS SHALL NOT BE ALLOWED TO DRY OUT. BARE ROOT STOCK SHALL BE SEPARATED AND "HEELED IN" MOIST EARTH OR OTHER SUITABLE MATERIAL. BALLED AND BURLAPPED PLANTS SHALL HAVE THE ROOT BALL COVERED WI TH MO l ST SAWDUST, WOOD CH I PS, OR OTHER APPROVED MATERIAL. LAYOUT AND PLANT LOCATION: DETAILED LAYOUT WITHIN THE PLANTING AREAS SHALL BE PERFORMED BY THE CONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTJNG. THE LAYOUT OF LOCATJONS FOR PLANTS IN PLACE AND OUTLINES OF GROUNDCOVER TO BE PLANTED SHALL BE APPROVED ON THE SI TE BY THE LANDSCAPE ARCHITECT, PR I OR TO THEIR PLANTING. ALL SUCH LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND PIPING, PRIOR TO EXCAVATION OF HOLES. IF UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, OTHER LOCATIONS FOR THE PLANTING MAY BE SELECTED BY THE LANDSCAPE ARCHITECT. DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE FIRST ROW OF PLANTS IN AREAS DESIGNATED FOR CENTER TO CENTER SPACING OF PLANTS SHALL BE LOCATED AT ONE-HALF OF DESIGNATED SPACING FROM THE EDGE OF THE AREA. SPECIMEN PLANTING: SPECIMEN PLANTS IN BOXES 24 INCHES ANO LARGER SHALL BE PLANTED BEFORE INSTALLATION OF LA~ERAL IRRIGATION LINES. IRRIGATION LlNES CONFLICTING WITH SPECIMEN PLANT LOCATIONS SHALL BE RE-ROUTED TO CLEAR THE ROOT BALL. PLANTING TREES, SHRUBS AND VINES PLANTING HOLES SHALL BE APPROXIMATELY SQUARE WITH VERTICAL SIDES TWICE THE WIDTH AND NO DEEPER THAN THE DEP-H OF THE PLANT CONTAINER OR BALL ( 2X CONTAINER DEPTH FOR DEEP WATERING DEVICE OR BREATHER TUBE), AND SHALL BE WIDER IF NECESSARY TO PERMIT HANDLING AND PLANTlNG WITHOUT INJURY OR BREAKAGE OF THE ROOT BALL OR ROOT SYSTEM. ANY PLANT WITH A BROKEN OR CRACKED ROOT BALL BEFORE OR DURING PLANTING SHALL NOT BE PLANTED. CONTAINERS SHALL BE OPENED PLANT ROOT IS NOT INJURED. LOOSENED OR CUT BACK AFTER HOLE. AND REMOVED IN SUCH A MANNER THAT THE BALLED PLANT WRAPPINGS SHALL BE PLANT IS POSITIONED lN THE PLANTING INSPECT ROOTS PRIOR TO PLANTING. ALL CIRCLING ROOTS SHALL BE CUT OR OPENED UP AND THE FOUR SIDES OF THE ROOT BALL CUT APPROXIMATELY 1/4 OF AN INCH. ALL PLANTING HOLES SHALL BE BACKFILLED WITH A PREPARED SOIL MIX. AFTER PLANT I NG, THE PLANT SHALL BE PLUMB, WI TH THE ROOT CROWN SLIGHTLY HIGHER (1" SHRUBS, 2" TREES) OR AT ITS NATURAL GROWING DEPTH WITH RESPECT TO FINISH GRADE. PLANTING SHALL BE GOVERNED BY THE FOLLOWING REQUIREMENTS: 1. DIG PLANTING HOLE (PER ABOVE) 2 X WIDTH AND 1 X DEPTH OF THE PLANT ROOT BALL OR CONTAINER. 2. THE PLANT SHALL BE SET APPROXIMATELY AT THE CENTER OF THE HOLE. 3. PREPARED SOIL MIX (PLANTING BACKFILL) SHALL BE DEPOSITED AROUND THE PLANT IN THE REMAINDER OF THE HOLE TO FINISH GRADE. WITH FERTILIZER -PLANT TABS PLACED AT MID-DEPTH. 4. THE BACKFILL MAX SHALL BE THOROUGHLY WATER-SETTLED AND ADD[TIONAL PREPARED SOIL MIX ADDED TO FILL ANY REMA!NlNG VOID BELOW FINISH GRADE. 5. A CIRCULAR WATERING BASIN SLIGHTLY LARGER THAN THE PLANTING HOLE, 4 INCHES HIGH, SHALL BE LEFT AROUND THE PLANT THE BOTTOM OF THE BASIN SHALL BE AT APPROXIMATE FINISH GRADE OR SLIGHTLY LOWER. MULCH SHALL BE SPREAD AT LEAST 3 INCHES DEEP [N THE BASIN. 6. THE PLANT SHALL BE GUYED AND STAKED AS SPECIFIED. 7. THE AREA AROUND THE PLANTS SHALL BE REGRADED TO FINISH GRADE. THE EXCESS SOIL SHALL BE DISPOSED OF BY THE CONTRACTOR. 8. ALL PLANTS SHALL BE THOROUGHLY WATERED IN TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTlNG. PLANTING OF VINES ALL VINES SHALL BE REMOVED FROM STAKES, UNTIED. AND SECURELY FASTENED IN AN APPROVED MANNER TO WALL, FENCE, OR OTHER SURFACE NEXT TO WHICH THEY ARE PLANTED PREPARED BACKFILL ALL SOIL BACKFILL IN PITS FOR TREES, SHRUBS, VINES AND FOR PLANTER BOXES SHALL BE A PREPARED SOIL AS SPECIFIED. THE PREPARED SOIL SHALL BE MIXED IN AN ACCURATELY PROPORTIONED MEASURING CONTAINER SUCH AS A WHEELBARROW. MIXING THE BACKFILL MIX OUTSIDE OF A CONTAINER OR ON OPEN GROUND ADJACENT TO PLANT PITS IS NOT ACCEPTABLE. UNUSED EXCAVATED SOIL SHALL BE CLEANED UP ANO DISPOSED OF OFF-SITE. PLANTING TABLETS PLANTING TABLETS SHALL BE PLACED IN MID-DEPTH IN EACH PLANTING HOLE AT THE FOLLOWING RATE: 1-5 GRAM TABLET PER LINER AND FLAT SIZE PLANT. 1-21 GRAM TABLET PER GALLON CONTAINER. 3-21 GRAM TABLETS PER 5 GALLON CONTAINER. 4-21 GRAM TABLETS PER 15 GALLON CONTAlNER. 1-21 GRAM TABLET PER EACH 4 INCH OF BOX SIZE. PLANTING OF GROUND COVERS ALL GROUND COVER PLANTS SHALL BE EVENLY SPACED TO PRODUCE A UNIFORM EFFECT AND STAGGERED IN ROWS AT THE INTERVALS INDICATED ON THE DRAWINGS. PLANTS SHALL BE MULCHED AS SPECIFIED AND WATERED IMMEDIATELY AFTER PLANTING OPERATIONS ARE COMPLETED. AND SOIL SHALL BE KEPT CONTINUALLY MOIST BY WATERING AS OFTEN AS REQUIRED. MULCHING AND FIRST WATERING SHALL BE DONE IN CONJUNCTION WITH THE PLANTING BUT NOT LATER THAN THE SAME DAY THE PLANTS ARE PLANTED. THE GROUNDCOVER PLANTS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ALL ROOTS AND A 5 GRAM PLANTING TABLET SHALL BE PLACED IN EACH PLANTING HOLE AND SHALL BE IMMEDIATELY SPRINKLED AFTER PLANTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL HOLES. THE GROUNDCOVER PLANTING AREAS SHALL BE HAND SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN. SMOOTH FINAL FINISH GRADE. INSTALL A 3" LAYER OF BARK MULCH IN ALL NON-TURF PLANTING AREAS WI TH A SLOPE LESS THAN 3: 1. PLANT STAKING AND GUYING ALL TREES. I 5 GALLON AND SMALLER. SHALL BE STAKED WI TH TWO WOOD STAKES. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKES DOES NOT DAMAGE THE TREE ROOTS OR ROOT BALL. TREE TlES SHALL BE FASTENED TO EACH TREE AND STAKE BY LOOPING FIGURE 8' S WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES THE DIAMETER OF THE TREE AND BY NAILING THE BACK OF THE TIE TO THE STAKE. (SEE DETAILED DRAWINGS.) ALL TREES TO BE GUYED SHALL BE 24" BOX AND LARGER AS DESIGNATED ON THE PLANS. (SEE DETAILED DRAWINGS.) THE STAKING ANO GUYING SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO INSURE THE PROPER AND HEALTHY GROWTH AND THE SAFETY OF THE PLANTS, PROPERTY, AND THE PUBLIC. PRUNING PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS, AND VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT PRUNING MAY INCLUDE TH INN I NG, TOPP I NG, AND /OR CUTT I NG AND SHALL BE UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT. CUTS OVER 3/4 INCH IN DIAMETER SHALL BE PAINTED WITH AN APPROVED TREE SEALANT. LAWN PLANTING GENERAL: BEFORE PLANTING LAWN, ALL SPECIFIED SOIL PREPARATION AND FINE GRADING SHALL BE COMPLETED. PR I OR TO PLANT I NG OF LAWN, THE AREAS SHALL BE FIN I SH GRADED SMOOTH WITH A UNIFORM GRADE BETWEEN WALK, CURBS. STEPS ~.ND BUILDINGS. THE CONTRACTOR SHALL OBTAIN APPROVAL OF FINISH GRADES PRIOR TO PLANTING OF LAWN. SEED LAWN PLANTING MAY BE ACCOMPLISHED BY DRY METHOD OR HYDROSEEDING. SEEDING SHALL NOT BE PERFORMED WHEN THE WIND VELOCITY EXCEEDS 5 MILES PER HOUR OR IS DETRIMENTAL TO THE UNIFORM DISTRIBUTION OF THE SEED. DRY SEEDING LAWN THE AREA TO BE SEEDED SHALL BE LIGHTLY RAKED TO PROVIDE A SEED BED. THE REQUIRED SEED MIXTURE SHALL BE SOWN UNIFORMLY AT THE SPECIFIED RATE. SEEDING SHALL BE DONE IN TWO OPERATIONS WITH THE SPREADER SET TO SOW ONE-HALF THE SPECIFIED AMOUNT IN EACH OPERATION. THE SECOND SOWING SHALL BE AT RlGHT ANGLES TO THE FIRST. AFTER SOWING, THE AREA SHALL BE EVENLY COVERED WITH AN APPROVED MULCH, AT THE RATE OF ONE CUBIC FOOT OF MULCH PER ONE HUNDRED SQUARE FEET. THE LAWN AREA SHALL BE WATERED IN A MANNER SO AS TO NOT TO CAUSE SURF ACE EROS I ON. NEWLY SEEDED SURFACES SHALL BE KEPT MOIST CONTINUOUSLY THROUGHOUT THE GERMINATION PERIOD. RE-SEEDING OF BARE AREAS SHALL BE DONE THIRTY (30) DAYS AFTER INITIAL APPLICATION. HYDROSEEDING LAWN AND OTHER GROUND COVERS HYDROSEEDING SHALL BE APPLIED IN THE AREAS INDICATED ON THE DRAWINGS AND AS PER MIX CALLED FOR. THE SEED, FERTILIZER, FI BER AND OTHER MATERIALS IN THE SLURRY MIXTURE SHALL BE AS SPECIFIED. ALL MATERIALS SHALL BE OF SUCH CHARACTER THAT THEY WILL DISPERSE INTO A UNIFORM SLURRY WHEN MIXED WITH WATER. THE MIXTURE SHALL BE SUCH THAT AN ABSORBENT POROUS MAT WILL BE FORMED. ALL MATERIALS MUST BE AVAILABLE FOR INSPECTION PRIOR TO APPLICATION. WEIGHTS AND CONTENTS OF CONTAINERS SHALL BE CLEARLY IDENTIFIED. A GREEN COLORING ADDITIVE SHALL BE USED IN THE SLURRY FOR VISUAL INSPECTION PURPOSES. THE SLURRY SHALL BE APPLIED UNDER PRESSURE AT THE SPECIFIED RATES. AREAS TO BE PLANTED BY THIS METHOD SHALL BE MOISTENED TO A DEPTH OF 6 INCHES BUT SHALL NOT BE SURFACE WET AT THE TIME OF APPLICATION. THE SLURRY PLANTED AREAS SHALL BE KEPT MOIST DURING THE GERMINATION PERIOD. BUT PUDDLING SHALL BE AVOIDED. SPECIAL CARE SHOULD BE EXERCISED BY THE CONTRACTOR IN PREVENTING ANY OF THE SLURRY BEING SPRAYED INSIDE ANY RESERVOIR BASIN OR ONTO CONCRETE DRAINAGE DITCHES AND CHANNELS WHICH MAY IMPEDE THE FREE FLOW OF RAIN OR IRRIGATION WATER. ANY SLURRY SPILLED INTO RESTRICTED AREAS SHALL BE CLEANED UP AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT OR OWNER. HYDROSEED AREAS SHALL BE KEPT MOIST AT ALL TIMES FOR 20-24 DAYS AFTER PLANTING OR UNTIL THE NEW GROWTH OF THE PLANTS ARE SUFFICIENTLY WELL ESTABLISHED AS PER LANDSCAPE ARCHITECT'S APPROVAL. HYDROSEEDED AREAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC AND OTHER USE IMMEDIATELY AFTER HYDRO-SEEDING IS COMPLETED BY PLACING WARNING SIGNS AND TEMPORARY TWINE AND FLAGGING AROUND THE AREAS. RE-HYDROSEEDING OF BARE AREAS SHALL BE DONE THIRTY (30) DAYS AFTER INITIAL APPLICAT[ON. WEED SPRAY, WEED REMOVAL, AND RE-HYDROSEEDING OF AREAS OF EXCESSIVE WEED GROWTH SHALL BE DONE THIRTY (30) DAYS AFTER INITIAL APPLICATION. HYDROSEED MATERIALS FIBER MULCH 2,000.0 LBS/ACRE FERTILIZER (16-20-0) 300. 0 LBS/ACRE BINDER 140. 0 LBS/ACRE STOLONS/SEEDS. (AS SPECIFIED ON PLANS) SOD LAWN PLANTING THE TYPE AND THICKNESS OF SOD AND THE AREAS TO BE SODDED SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. SUBGRADE FOR SOD SHALL BE THE SPECIFIED THICKNESS OF THE SOD BELOW F[NJSH GRADES. SOIL CONDITIONING AND FINE GRADING SHALL BE COMPLETED BEFORE SODDING. NO HEAVY EQUIPMENT SHALL OPERATE OVER THE SUBGRADE AFTER GRADING IS COMPLETED. THE SUBGRADE SHALL BE MOIST BUT NOT WET WHEN SOD IS LAID. SOD SHALL BE LAID WITH CLOSELY FITTED JOINTS, AND THE ENDS OF THE STRIPS SHALL BE STAGGERED. OPENINGS SHALL BE PLUGGED WI TH SOD OR TOPSOIL. WITH [ N TWO HOURS AFTER INST ALL I NG SOD AND BEFORE ROLL I NG, THE SOD SHALL BE LIGHTLY IRRIGATED. ALL SEAMS AND JOINTS SHALL THEN BE ROLLED UNTIL THE SOD IS WELL BONDED TO THE SUBGRADE. THE AREA SHALL THEN BE WATERED THOROUGHLY TO PENETRATE THE SUB-SOIL AT LEAST 8 INCHES. WATERING SHALL BE REPEATED AS NECESSARY TO KEEP THE SOD MOIST UNTIL ROOTED INTO THE SUBGRADE. SODDED AREAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC UNTIL THE SOD IS WELL ESTABLISHED. RE-SODDING: SODDED AREAS WHICH DO NOT SHOW A PROMPT CATCH OF GRASS WITHIN TEN ( 10) DAYS AFTER INSTALLATION SHALL BE RE-SODDED UNTIL AN ACCEPTABLE STAND OF GRASS IS ASSURED. WATERING ALL SEEDED AND PLANTED AREAS SHALL BE KEPT MOIST DURING THE ESTABLISHMENT PERIOD. AREAS CONTAINING ICE PLANTS SHALL BE MAINTAINED IN A BARELY MOIST CONDITION TO A DEPTH OF 1 INCH BELOW THE PLANTED ROOT DEPTH. WHEN A PERMANENT I RR I GA TI ON SYSTEM IS NOT AVAILABLE, THE CONTRACTOR SHALL PROVIDE WHATEVER TEMPORARY SYSTEM IS NECESSARY TO PROVIDE ADEQUATE WATERING DURING THE ESTABLISHMENT PERIOD WITHOUT EROSION DETRIMENTAL TO THE PLANTING. HERBICIDE APPLICATION PRE-EMERGENCE HERBICIDE SHALL BE APPLIED TO GROUND COVER AREAS ONLY AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO NOT APPLY IN LAWN AREAS. LANDSCAPE ARCHITECT SHALL BE NOTIFIED AND PRESENT AT THE TIME OF APPLICATION HERBICIDE SHALL BE APPLIED BY AN HERBICIDE APPLICATOR LICENSED BY THE STATE OF CALIFORNIA. HEADER INSTALLATION HEADERS SHALL BE INSTALLED AT THE LOCATIONS AND GRADES SHOWN ON THE PLAN PRIOR TO PLANTING. STAKES SHALL BE LOCATED AT SPLICES, CORNERS AND AT INTERVALS NOT TO EXCEED FIVE (5) FEET AND DRIVEN 1-1/2" BELOW THE TOP OF THE HEADER. SPLICE PLATES SHALL BE USED AT BUTT JO I NTS. HEADERS SHALL BE NAILED TO STAKES WITH TWO (2) NAILS, CLINCHED 1/2 INCH. SPLICE PLATES SHALL BE CENTERED ON THE JOINT AND NAILED TO EACH HEADER WITH FOUR ( 4) 10D BOX NAILS. CLEAN-UP CLEAN-UP SHALL BE MADE AS EACH PORTION OF WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SITE. ALL WALKS AND PAVING SHALL BE BROOMED OR WASHED DOWN, AND ANY DAMAGE SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDIT 1 ONS. AT FREQUENT INTERVALS, AND AT ALL TIMES WHEN DIRECTED BY THE OWNER. THE CONTRAc-oR SHALL REMOVE AND DISPOSE OF ACCUMULATIONS OF RUBBISH AND DEBRIS OF ALL KINDS. AT THE TIME OF COMPLETION, THE ENT I RE SI TE SHALL BE CLEARED OF TOOLS, EOU I PM ENT. RUBBISH. ETC. , ALL OF WHICH SHALL BE REMOVED FROM THE SI TE. AND THE ENT I RE PROJECT, INCLUDING SURROUND I NG PREM I SES, SHALL BE LEFT IN PROPER, CLEAN CONDITION READY FOR ACCEPTANCE. FINAL OBSERVATION PRIOR TO ACCEPTANCE THE CONTRACTOR SHALL REQUEST A FlNAL INSPECTION TO BEGIN THE PLANT ESTABLISHMENT PERIOD AFTER ALL PLANTING AND RELATED WORK HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. A "PUNCH LIST" WILL BE DEVELOPED BY THE OWNER AND LANDSCAPE ARCHITECT AT THIS TIME. ANY ITEMS DEEMED NOT ACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE REWORKED TO THE COMPLETE SATISFACTION OF LANDSCAPE ARCHITECT AND OWNER. MAINTENANCE PERIOD (PLANT ESTABLISHMENT PERIOD) AFTER PLANTING IS COMPLETED. A FIELD NOTIFICATION WILL BE ISSUED TO THE CONTRACTOR TO ESTABLISH THE EFFECTIVE BEGINNING DATE OF THE PLANT ESTABLISHMENT PERIOD THE PLANT ESTABL[SHMENT PERIOD SHALL BE FOR A PERIOD OF 30 CALENDAR DAYS AND SHALL BE EXTENDED BY THE LANDSCAPE ARCHITECT IF THE PLANTED AREAS ARE IMPROPERLY MA I NTA I NED, APP REC I ABLE PLANT REPLACEMENT IS REQU l RED, OR OTHER CORRECTIVE WORK BECOMES NECESSARY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE. THE CONTRACTOR SHALL CONTINUOUSLY MAlNTAIN ALL AREAS INCLUDED IN THE CONTRACT DUR I NG THE PROGRESS OF THE WORK, THE MA I NTENANCE PER I OD, AND UNTIL FINAL ACCEPTANCE OF THE WORK. AFTER ALL WORK INDICATED ON THE DRAWINGS OR HEREIN SPECIFIED, INCLUDING ALL PLANTING AND SEEDING, HAS BEEN COMPLETED, [NSPECTED, AND APPROVED BY THE LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE. THE CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS BY MEANS OF CONT I NUOUS WATER I NG, WEED I NG, CULT I VAT I NG, SPRAY I NG, MULCH I NG, TR I MM I NG. EOG 1 NG. AND/OR ANY OPERATIONS NECESSARY FOR THEIR CARE AND UPKEEP, FOR A PERIOD OF NOT LESS THAN THIRTY (30) CALENDAR DAYS, EXCEPT THAT THE MA I NTENANCE PER I OD SHALL BE EXTENDED TO INCLUDE THE TIME NECESSARY TO MEET THE REQUIREMENTS FOR COMPLETION OF THE MAINTENANCE PERIOD HEREINAFTER SPECIFIED. ALL PLANTED AREAS SHALL BE KEPT FREE OF DEBRIS, AND SHALL BE CULTIVATED AND WEEDED AT NOT MORE THAN TEN ( 10) DAY INTERVALS. ALL PLANTS FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY. ANY REQUIRED PRUNING OF PLANTS WILL BE DESIGNATED BY THE LANDSCAPE ARCHITECT AT THE START OF THE PLANT ESTABLISHMENT PERIOD AND THE CONTRACTOR SHALL PERFORM THE PRUNING AS PART OF THE PLANT ESTABLISHMENT WORK. THE FIRST MOWING OF COOL SEASON AND MIXED VARIETY LAWN AREAS SHALL BE PERFORMED WHEN THE GRASS IS 2-1/2 INCHES HIGH AND SHALL BE REPEATED AS OFTEN AS IS NECESSARY TO MAINTAIN THE LAWN AT A HEIGHT OF 2 INCHES. [N NO CASE SHALL THE LAWN BE CUT LOWER THAN 1-1/2 INCHES IN HEIGHT. HYBRID BERMUDA LAWN AREAS SHOULD BE MOWED AS LOW AS POSSIBLE WITHOUT "SCALPING" OR CAUSING OTHER DAMAGE TO THE LAWN OR IRRIGATION EQUIPMENT. HYBRID BERMUDA MOWING HEIGHT MAY VARY AND SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGES AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. WHEN NECESSARY TO PREVENT PLANT DAMAGE FROM PEDESTR[AN TRAFFIC DURING THE INITIAL GROWING STAGE, THE CONTRACTOR SHALL ERECT TEMPORARY PROTECTIVE FENCING TO BE REMOVED AT THE END OF THE PLANT ESTABLISHMENT PERIOD. ALL PLANTED AREAS SHALL RECEIVE FERTILIZER APPLICATION OF SIX (6) POUNDS PER 1,000 SQUARE FEET OF AMMONIUM PHOSPHATE TWENTY-EIGHT (28) DAYS FOLLOWING BEGINNING OF MAINTENANCE AND SHALL BE THOROUGHLY WATERED IN. SPECIAL CARE SHALL BE TAKEN TO PREVENT WATER SPRAY ON WINDOWS, BU I LD I NG WALLS, PAV I NG, AND AUTOMOBILES. ALL PAVED AREAS SHALL BE KEPT CONTINUOUSLY CLEAR OF MUD, DEBRIS AND PUDDLES. HOSES, MAINTENANCE EQUIPMENT AND MATERIALS SHALL BE NEATLY STORED WHEN NOT IN USE IN AN AREA AUTHORIZED BY THE OWNER. MAINTENANCE SUPERVISOR ON THE JOB SHALL BE A COMPETENT ENGLISH-SPEAKING SUPERVISOR, EXPERIENCED IN LANDSCAPE MAINTENANCE AND CAPABLE OF DISCUSSING MATTERS WITH THE OWNER OR LANDSCAPE ARCHITECT ON THE SITE. WORKMEN SHALL PRESENT A NEAT APPEARANCE AT ALL TIMES AND SHALL CONDUCT ALL WORK OPERATIONS AND DEALINGS WITH THE PUBLIC IN A DIPLOMATIC AND COURTEOUS MANNER. WORKMEN SHALL BE FULLY CLOTHED AT ALL TIMES IN DRESS SUITABLE FOR THE JOB AT THE COMPLETION OF THE MA I NTENANCE PER I OD, ALL AREAS INCLUDED IN THE CONTRACT SHALL BE CLEAN AND FREE OF DEBRIS AND WEEDS, ALL PLANT MATERIALS SHALL BE LIVE, HEALTHY, AND FREE OF INFESTATIONS. KAWASAKI THEILACKER UENO + ASSOCIA 1£S p,.~DSC-'l.o \.,---~ ~ <5J /4,. F. CJ( -y /J,l,.,iiii...~1J;· l./:o {; 1--~ • :i: l:D LIC. <.>. l4tH - 0 '-le..~,.. ;;: ~ 7/J//'ft [i CAL\f. LANDSCAPE 6165 Greenwich Drive Suite 200 ARCHITECTIJRE son Diego, ca 92122 Phone: (619) 452-2828 PLANNING Fax: (619) 452-8610 COMPLETION ACCEPTANCE: UPON COMPLETION OF THE PLANT ESTABLISHMENT PERIOD, AND WITHIN TEN (1D) DAYS OF THE CONTRACTOR'S NOTIFICATION THAT THE INSTALLATION IS COMPLETE, THE OWNER AND REQUIRED AG ENC I ES WILL INSPECT THE INSTALLATION, AND IF FINAL ACCEPTANCE IS NOT GIVEN, WILL PREPARE A "PUNCH LIST" WHICH, UPON COMPLETION BY THE CONTRACTOR, WI LL SIGN I FY FINAL ACCEPTANCE BY THE OWNER. TH IS FINAL ACCEPTANCE WILL BE IN WRITING FROM THE OWNER. NO ALLOWANCE FOR DEVIATION FROM THE PLANS OR SPECIFICATJONS WILL BE ALLOWED. AUTHOR !TY: THE OWNER OR LANDSCAPE ARCHITECT SHALL HAVE THE FINAL AUTHORITY ON ALL ITEMS OF THE PROJECT. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS PRIVATE CONTRACT "AS BUil T" RCE ___ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE PLANNING DEPARTMENT SHEETS lhH'' 1-------lf----+--' -----------+---+---1----+---<I S~EET I CITY OF CARLSBAD ~:::::'...:========::....=~& DATE INITIAL ENGINEER OF WORK 1 \ RF)J\5E :,HEeT tl(). REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CORNERSTONE CORPORATE CENTRE LOTS 7, 8 & 11 • CARLSBAD TRACT# 81-46, MAP NO. 11287 __l'~IIW,r/_:l'!it,IW&&f.lf!':1~111"~M•1A1• ~!-'<~"!;il'C'.'.l-c__ ___ 11/ I ~/1 'J: AP~~OV~D ~ A;, ASSISTANT PLAIB~RECTOR 7 I DATE DWN BY ~K=W __ CHKD BY: ~P~U~-RVWD BY: PROJECT NO. PIP 97-04 CMWD PROJECT NO. 97-259 DRAWING NO. 355-2L \ 80' ~---1---~ 4,Z,' 120' I" • 4(2)' VALVE STATION GFM Tl-lROUGH VALVE VALVE SIZE CRITICAL HEAD DEMAND VALVED-<> .., ELEV. 20!; 1-1/2" RCV 41h0 GFM FRICTION LO5S, LATERAL LINE (341 <> FIFE LENuTHJ 1-1/2' REMOTE CONTROL VALVE 3" CL 31!; PVC MAINLINE 480 L.F. (4) 3" BALL VALVE PRESSURE REGULATOR 1-1/2" R.P. 6ACKFLOH 1-1/2" METER., ELEV. 184 2" MA5TER VALVE ELEVATION 48' RISE (HEAD .., ELEV. 232! 1-lEAP DEMAND <MIN.) TOT AL DEMAND AVAILABLE STATIC F5I !HGL 31!;:,J RESIDUAL PSI 't Um!' _j LANDSCAPE "'"' ,.,.,.., ""' . , ARCHITECTURE ~~~teo~~~. ca 92122 ', · Iv JI Phone: 1619) 452-2828 ~ . .. + PLANNING Fax: (619) 452-8610 KAWASAKI THEILACKER UENO + ASSOCIATES I (OFF-SITE 6Y INTERSECTION> ' ' DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY A.PPROVAL NEN SOLATROL CONTROLLEIC! FOR LANDSCAPE MAINTENANC DISTRICT SLOPE /:t ·c EXISTING CONTROLLER Al (1-12) SOLATROL 12 STATION TO REMAIN IN PLACE [~II ~-1 1-1 i N A ' ' ' RETAININC:, HALL -,,-,-SEE ENe:.INEER'S FLAN SHT. I <TYPICAL> <A6ANDON) MNHI-IHte. 1.-t'~O' Z" HE 'jO RerAIHIN6 WAl-J... 0 lJ rri z (j) ,:J _J [~I'. ~-11 [~~ ~-1 1-11 N A WN A ' • REMOVE EXISTINC:, A6ANDONED VALVES, CAP AND ROUTE MAIN F~SSURE LINES AS REQUIRED FOR A COMPLETE OFERATINc;, IRRIG.ATION SYSTEM. (TYPICAL THIS SITE> l ·c, ~7 I t~ \ I ~ MANUFACTURED SLOPE FIRE PROTECTION 5ECTION5. --' rw ii n ·~ -·-··· \ r~ 19.5.5 \ FU 1'9/,.5 RET AININGi HALL 5EE ENG.INEER'S FLAN 5HT. I !TYPICAL) I, ,-....._ _ _. I RET AININGi HALL ~ \ rw SEE ENG.INEER'S FLAN SHT. I (TYPICAL> ,,,·"/ .· ,' ~ OL> [~Ir ~-4 OFF-SITE 1-1 i N A [~I~ ~-~ 1-1 i N A ' PRIVATE CONTRACT "AS BUILT" ~,1/' A 5 A 6 /o-i / ~ , II 119/28 RCE 11:B I EXP, z,;g DATE 1 .44 ~r ~.44 REVJE'w'ED BY, L,;6/4qs-\ L ~ ,,,., . INSPECTOR CITY OF CARLSBAD PLANNING DEPARTMENT CORNERSTONE CORPORATE CENTRE LOTS 7, 8 & 11 , CARLSBAD TRACT# 81-46, MAP NO. 11287 APPRO'{rD \ fJ. 11>, lMoY.aP~~~~· uy,..., ASSISTANT PLANING E DWN BY: ---PROJECT NO. CHKD BY: ---PIP 97-04 RVWD BY: DRAWING NO. 355-2L C.M.W.D. PROJECT NO. 97-259 ' ' I I 0 10 ~, /',., \ --..:..../'• / \, . - --t ··············~'t &/ • -~-~~' l~.:~--( ·--"·•-...... , ____ _ . \ n.--<.GtJ..-. , \ • \ ~/--:7'..I' - \ \ ! \, ~ I II ' I I .· --·t ~Q). l I I ... ···i ... , -71 ''"""·--- I ;f. ··. ~~C;t,=rleM ~• 1 / N~il? -$lt:,r;;;\.\/,A.I-K ··---. . . !'·--- ~ L! ,,,..._.,,,___,. 11 :...,.._, . -, .. ,."•~.,.-.~- 11 -··--~-----<•~-I ... ·-. "'UN 2 SFAFi<E eslRES FROM CONTROLLER C TC VALVE C-2:l !VISION 60UNPAFiY SHALE-SEE ENGo.NEER'S FLAN (TYF) EXISTING, 3" FOTA6LE IRRIG,ATION MAINLINE LOCATED I PLANTING, AREA. ,. __ -ci-) FOINT·'4)F p,:;;>NNECT1q(\/c '" NEN 1-1/2' RECLAIMED NATER METER ENGINEER OF WORK REVISION DESCRIPTION \ STORM Dl'<AIN FIFE- SEE ENGolNEER'S FLAN ITYF) \ \ C--i ' !}, h.\.} / I\, v '+--CATCl-4 6ASIN- SEE ENGolNEER'S FLAN C) C::) ITYF! APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS \ , .. o C(J\ PRIVATE CONTRACT II AS BUIL T'1 11/111,, ' RcE/ff/ DATE REVIE'w'ED BY: L-7#Q INSPECTOR DATE CITY OF CARLSBAD PLANNING DEPARTMENT CORNERSTONE CORPORA TE CENTRE DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LOTS 7, 8 & 11 , CARLSBAD TRACT# 81-46, MAP NO. 11287 DWN BY: ---1 CHKD BY: __ RVWD BY: PROJECT NO. PIP 97-04 DRAWING NO. 355-2L C.M.W.D. PROJECT NO. 97 259 ' $CALE, I" a 40' KAWASAKI THEILACKER UENO + ASSOCIATES ·' • IE)( \ 7/JJ/, C'At ,f -· LANDSCAPE 6165 Greenwich Drive Suite 200 ARCHITECTURE San Die9c, ca 92122 Phone: (619) 452-2828 PLANNING Fox: (619) 452-8610 cord If R;..t-F4'_tn,(tbll_g, __ ~.J2 .. " .. fj;, NOtE.: see 51lft:::r 1" fOR .ADornoNAl- f'l-AN15 IN Cl-O~PW ~- ~c.LJ~="'--µ..L:u.::-.-::.,ci,:=..':¼!T-:-..c,:·.'_'i'l~o,: !',P___D'\1f',ll,,.a-\='-'l.-"-'l-'-'!--19f"-t--~:::L....-+--+---+=-=-+"+-":i=--1 DATE INITIAL D.IHE INITIAL INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL -·-··-·-·-·--·-··c- ____ ----,-.---··-------·--··tc'. Al<J31.t11jS, 4HEW ,:,; e.AI{ _ __ii----(4~)6:efjsa pe11vfPl01a -11 11S=Oal! ARe,UitB I.IN!::!?? <::; GAL ---(l,Z,) 6'64:J-<...a-19,-#l.~" I!; Go!I LOT 9 MANUFACTURED 5LOFE FIRE PROTECTION SECTION$. 5"-GAI- (!;;) Euca l~ptue l"'ucox~lon " 15 611 I MANUFACTURED $LOPE Fll'<E PROTECTION SECTION$ . ... 'Jf._! Hi(! f/, (,~·11,~-l'<ETAINING, HALL $EE ENGINEEI'<'$ FLAN 5,IT. I (TYPICAL> V 1935 Apt.,,nld cordlfolla Flat Pla1,te ill 1:2" o.c. 22;;1 !<OO'fl::D an,1NGO r C 1915 RETAINING HALL BEE ENGINEER'$ FLAN $HT. I !TYPICAL! (4) Qu.,,rcue <'lgrffoif<'l ""'xletrng (To be eav.,,d, box"'d 4 transplant.,,dJ .. I 9J1;:l~ Oth.,,re ! ,' T9_. ..... \_i __ :• I .,;: ' / APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS PRIVATE CONTRACT 11 AS BUILT" ( 4) Qu.,,rcue agrrfoll <'l "' 3b"-15ox RCE __ _ EXP, ___ _ DATE REVIE\./ED BY• INSPECT DR DATE CITY OF CARLSBAD PLANNING DEPARTMENT CORNERSTONE CORPORA TE CENTRE LOTS 7, 8 & 11 , CARLSBAD TRACT # 81-46, MAP NO. 11287 DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. PIP 97-04 DRAWING NO, 355-2L C.M.W.D. PROJECT NO. 97-259 0 \ --,, \ ,. C> \ I 1. I .1 t I • I. I I I I / 10 \ . Aqa anthU& a. 1Queen Ann' 1-Glll:(" 2' 0.C.) 2:, : Aqapanthuo <!l. 'Queen Ann' 1• 1-Glll (" 2' 0.C.) 34 ---------~ ' A~.;ranthus a. 'Qu.,,en Ann' + -<" 2' O.C.) 4!::> FUTURE BUILDING C LOT & Ophiopogon japonrcuo Fl.!lts 1,c,'3 (Flatted pl<!!nte <1> 8" O.C.) STORM D!i<AIN FIFES _ __.--, 4 CATCH 6ASINS- SEE ENGINEER'S PLAN <TYP) Annu<!ll color io b• determrnsd -+" POTC " b" O.C. '3E:>3~ I I 9Phiopo9on Jdponlcuo---..._ 1 Flato 36'3 <Fllltted plant• " 8" O.C.) 'lt I , f ..... lr,."'- 1 J(- ' I ---I -- ' !4 .. _____ _ -----,-· f FO'fA&e·H'~- 1 ------~.-. ! , , l ' "' ... I ... _t:=~±== -·-~-~~ ·=:j -~,~ -==-· ~·:::.:.·t=:.··-·,~ ·:r,,._~----~·,: ··-r·,.---. ----~,.------. .,---.----·····-··-·-"·'· ptenr ll cor Ir ll , Flat Fla1~te e ,C, FOOL 1 1248 0% 1-GrAl... -~ -e, a hiole (I~) l"hoenrx roebsleni r -r i' B.T.11. ,,,. ·--., \0) c '5'o'Z> ~-oAL-, 50lt 1v-Ml- .,----(b) C~c,% revoluta ., 18" B.T.11. 15-C,,AL (23) Scherflera ar orico _:__~ 50 % 1-GAL .!50 J ~-G.AL-_..---Ophr opogon j aponi cue Flate(Flattsd plants ., 8" 0.C.) 212!::> Tracheloepermum jaeminordee I-Gal(" 2' OC.) 4:, Aqapanih.le ll. 'Queen Ann' '<o 1-Glll (" 2' O.C.) c; 21 ·pt~r a cor21r rolr a lat Plt11,Le -s-f2" 0, ~.1 CUT'rll~ .)" Aqapanthue a. 'Queen Ann' I-Gal<" 2' 0.C.) 21 Ophropogon Japonrcuo . 'l) Flato ·; \ L '.,418 ' tFllllted plant• ., 8" 0 c,t;,;3·1 (~ Trllcheloepermum J llomrno!~e -1-Qal (® 2' O.C.> '·. !::>8 ' STORM DRAIN FIFE- SEE ENQINEER'C PLAN <TYPJ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 11 AS BUIL T 11 RCE __ _ EXP, ___ _ REV!Ev/ED BY, INSPECTOR CITY OF CARLSBAD PLANNING DEPARTMENT DATE DATE SHEETS \G,-li & CORNERSTONE CORPORATE CENTRE LOTS 7, 8 & 11 , CARLSBAD TRACT# 81-46, MAP NO. 11287 IMAI p@J', ~~ APPRO£ ~{)Q ASSISTANT PLANN~CTOR . , U HS c,rl::'5 DWN BY: __ _ PROJECT NO. DRAWING NO. 355-2L ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY: __ _ RVWD BY: PIP 97-04 C.M. W.D. PROJECT NO. 97-259 \ \ I FOTA6LE MAINLINE <SEE IMPROVEMENT DRAWING"' \ -3.5 FEET h - 12" MINIMUM f!i<!EQUIF<!ED VERTICAL SEPARATION- 11I.--SLEEVE RECLAIMED HATER LINE IRRIGATION MAINLI ·- NOTE: ALL RECLAIMED WATER IRRIGATION FIF'E AND 5LEEvES 51-!ALL BE FURFLE AND LABELED AS SPECIFIED IN: "STANDARD 5FECIFICATION5 FOR PRIVATE IRRIGATION 5Y5TEMS" CARL56AD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" OCTOE\ER, 1993 A POT ABI E MAIN! IN~ l"':ROP,5fNr--c R RAI l VAl VE . 1 \-------f 755 ....---\I ,A ~ CD 0 ® 0 NO SCALE eALL VALvE FVC 5CI-I 8(!) NIFFLE <LENGT!-1 A5 REQ'D) (TYF.) FVC SCI-I 41Z', 45° ELL (Sx5) (TYF.) VALVE SOX HITH FURFLE LID FOR RECLAIMED HATER @ FVC PRESSURE FIFE <SEE SPECS.) @ FVC SCH 8(!) UNION G) I' @ 1/2 cu_ FT (MIN.) FEA GRAVEL SUMP @ UNDISTUR6ED/COMFACTED 5U6GRADE (95% MIN. COMPACTION) (@ eRICK OR CONCRETE SUFFORT5 ON COMPACTED 5UBGRADE (MIN. OF FOUR PER BOX) ® SEE SPECS. FOR DEPTH @ ~" MAXIMUM @ SCH 81Z' FVC FEMALE ADAFTEl'I< t.ECTION -NO SCALE G) 2 I AUTOMATIC IRRIGATION CONTROLLER Q) 5CH 4@ PVC ELECTRICAL CONDUIT (SIZE AS REQ'D> @) PLASTIC ELECTRICAL CONDUIT COUFLINE PAVING! I PLANTING AREA A5 OCCURS D E 6 © ® W DEG. PLASTIC ELECTRICAL CONDUIT SHEEP AND CONDUIT SLEEVE (SIZE AS REQ'D) • ' " ' 19' = e, • i---~ & I - r<) ' . -7 ,, 0 ' ,. 4 • • 4 • .,-. ,4 ' ®--' 2 ':I ' I .~~ ' @ _, ' 3 4 @ STRUCTURAL i,.JALL G) 3/4" EXTERIOR GRADE FL YHOOD MOUNTING PLATE SECURED TO HALL v-1/4-1/4" DIA. ANCHOR BOLTS @ PROVIDE 3/4 " NOM. DIA. PLASTIC ELECTRICAL CONDUIT H/ IIS VAC FOHER (INDEF'. 2IZIA CIRCUIT) @ ON-OFF &HITCH @ SEE SPECS. FOR DEPTH SIDEHALK ~-METER eox WIT!-! METER I 24" --+-/ ,-\--~-.+-----+-.·=r.=1==r1 • APPROX. 8" "'i-----+--r -, J_,~l I +-----ti-r"'!r' --•-"lt:I:=+;.::=+== I \• '---._____.,--->< L,....- ) ~ 12" MINIMUM FOT AeLE SERVICE ~;~_: ___ -==:; /,~-.,---+- ( l(l)' MINIMUM TO FOTAeLE MAINLINE IN STREET RECLAIMED WATER LINE IRRIGATION MAINLINE HIT!-! SLEE. - NOTE: VERTICAL CLEAl'ANCE OF 12" 15 MANDATOl'Y WI-IEN CFe0551NG FATl-l OF A FOTA6LE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK l,osllLL PROVIDE NECESSARY IIZI' 140RIZONTAL CLEARANCE FROM POTABLE MAINLINE IN T14E STREET. POTABLE SERVICE LINE CROSSING NOT TO SCALE -------- r!=IN15H Glli<ADE TOT AL OF 2'1:J' MINIMUM EXTEND l(l)' MINIMUM EXTEND IIZI' MINIMUM ON EITHER 51DE Gt ON EITHER SIDE ------(Q FOT ASLE WATER LINE \SLEEVE FER SPECIFICATIONS I ~......__,.._~--------,-~ I LcoNSTANT PRESSURE RECLAIMED i,.JATER LINE PRESSURE RECLAIMED 1---!ATER LINE AND POTABLE 1---!ATER LINE CROSSING NOTI::: Cft~K Vt,LVf:15-~ INSTALL. CH.l::CK VALVE:S fop.. ALL. l-0..r Dl2AI tlll'lG 6PRI N Kt..£~ He ADS -- I N Sfl<IN KL.I?-¥-eoPi' IF AVAII-Ar>L.J:'. ~ OH P-1'::E.i<---I NSTAI-L. IN- LI Nl: SPl<-1 N6 Cl-la::K VALVES Of<. SWIN0 VAl-VJ::'.S w'Hel<'.c: 61<ACE C!,ANbE< IN SYSTEM I 5 G~ 71-IAti 10' (TYPICAL') NOT TO SCALE /FINISH GRADE -t--:-----r,-r-,---,----,,---,--L/-,,,,;;, ,-= IMPORTED TOF501L <fJ ' : ! 1 // ½½l,/;' '. : OR AMENDED ROCK (}'.' ~ ' ! • I/ / /, • ' FREE NATIVE SOIL W 1--; --1/, I -• I (L -<l ' , , , HARNING TAPE ;! ~ 4" + DIA. <PRESSURE FIFE ONLY) (}___ hl N _-......-OF FIFE -NATIVE SOIL ~ fu ~t ~-·')1 11)1;,~. 6ACKFILL FREE OF ·:: □: -:·. LARGE (I" DIA. OR V ·:"'!-GREATER) ROCKS l,oslA~ING TAFE _,. ·,:,... ., • , ,,.:J"--._ AND DE6Rl5 (1B06~ lBoo IRRIGATION LEGEND Amt. S:.:!mbol (Nozzle) Manufacturer / Description PSI Radius GPM 118 w 18~-10-VAN RainBird 1800fi-" Pop-Up 20 PSI 8' Rad. 0.41-1.57 3~ ® 100-12-VAN 10' Rad . 0.53-1.8 P.l:>ER5 WHERE 10' Cll:AR 12' Rad. 0.75-3.0 20 <!J 18lz--to-VAN OF ~ W-EA "'!;:,) 0.30 3 .., 181r-10F-LA C-fYf1CAl-) 8' Rad. 1.30 54 ,:::, 181r-10H-LA 0.65 2to " 18½%-10Q-LA 0.33 I • 18-12-12F 10' Rad. 2.10 45 e l8-\2-12H 1.05 17 ~ 18lz--12Q 0.53 47 @ 18-\2-15EST 4'x1S' Rad. 0.50 ~ EB 18-12-ISF 12' Rad. 3.00 118 e 18-12-ISi-l 1.50 0.15 101 ® 18-12-1555T 4'x30' Rad. 1.00 3 0 18-12-IST 12' Rad. 1.00 6 0 18+.?-ISTQ \I/ W 2.25 16 l!l 1806-5Q-6 Rain6ird 1800 6" Fop-Up Stream Bubbler '\I/ 5' Rad. 0.50 3 I"'.! .7B l-lunter PGM Rotar1..1 PGM-00/12-A-R* 30 PSI 21' Rad. 0.64 106 a 1.B *< All 12" Pop-Up UJithin 10' of Pedestrian Areas) 1.30 ~ 0 1.0 l-lunter 1-20 Ultra Rotar:_:! 1-10/20-ARV-* 31' Rad. 0.~0 101 e 2.0 *< All 12" Fop-Up u;ithin 10' of Pedeetri an Areas) 1.60 1 0 3.0 ~(:>1,1?11i:z.,HfAOOtfRl5ERW-HERE V'CLfAROrf~l<-IAtl ~) 2.00 63:::!I -1/2" CL 31B PVC "Alertline" Lateral Line \ ,. . 1, B836 3/4" CL 200 PVC "Alertline" Lateral Line "-..__.--/"-. ./ \.. 210!::> -1" CL 200 PVC "Alertline" Lateral Line < 17~5 -1-1/4" CL 200 PVC "Alertline" Lateral Line 28~ -1-1/2" CL 200 PVC "Alertline" Lateral Line 412 -2" CL 200 PVC "Alertline" Lateral Line 211----1-1/2" SCHEDULE 40 PVC "Alertline" Mainline 2101 .••. 3" CL 315 PVC "Alertline" Mainline 15io--◄ 6all valve 1-1/2" (Line $ize) Nelson T-580 II~◄ ea II va Ive 3" (Line Size) Neleon T-580 36 ~ 1" Remote Control valve l-lardie Ultraflow 700 ~ ~ 1" Hardie 700 RCV ( Above) Suitable for Solatrol Controller -4 Potable Hater 9 ~ 1-1/2" Remote Control valve Hardie Ultraflow 700 3 ~ 1-1/2" Hardie 700 RCV (Above) Suitable for $olatrol Controller -4 Potable Hater 2 ~ Rain $hut-off Device --Hater Conservation 5L1steme 15 ~ Existing Remote Control valve ae occur IN Febco 1-1/2" 825Y Reduced Free.sure eackf\ow Freventor I ~ Maeter valve 2" Rainbird Et=B-CF 15 @ Nelson 1645 Quick Couple valve I" 1 A: Solatrol Pedeeta I Mount 8 Sta ti on Controller 1 C Irr i tro I Ha 11 Mount MCp lus 30 Station Contro lier 1 P lrritrol Ha II Mount MCt::?lue 18 $ta ti on Controller ======== SLEEvE5: UNDER VE141CLE PAVING use SCl4 00 SLEEVE WITl-4 30" COVER FOR MAINS, l,osllRES 4 LATERALS. UNDER PEDESTRIAN FAVINC-: U5E SCI-I 4IZI SLEEVE WITl-4 18" COVER FOR MAINS, WIRES. UNDER PEDESTRIAN FAVING USE 5Cl-l 40 SLEEvE 1,os1IT14 12" COVER FOR LATERALS. PRIVATE CONTRACT < (PRESSURE FIFE :.:·.,_,_ '°:·:-c:--1$ .. i ""'--oAND OR APPROVED IZlNL Y) EQUAL MATERIAL &-Note, Quantftiee are p. rovrcled for eetrmatrng purpoeee. onl:!, ~ ~ 51::E:... 51-tf. 1~t.15'••ADJ711'1'1t-\b,l-M,:q'E:1"-IAL.~ INCL-. COH11"C11 LEP-S "!o'('p.) ,--------..----------------, ;:"'''" .J'~osc,,,o~ l-:-~l:=:AN~, ~G~. Bt~ .. ' ~ · ·_ A-· .,___..,~ APPROVED FOR PLANTING "AS BUil T" I I -- ' : ' ' ' 2" I '\ )) I ' ' ' ' ' ' ' I ; --! : I'_ --!--- NOTEe,, 2" (TYP.) 1, MUL TIFLE FIFE --.,,--:; ~y~ , ii INSTALLATION -. ' DETAIL. (NON- PRE5SURE FIFE ONLY). I. COMPACTION FER HATER DIST. !:>PECIFICATIONS. 2. W14EN TWO OR MORE FIFELINES ARE INSTALLED IN T14E SAME TRENCl-l, Tl4EY Sl4ALL 6E INSTALLED 50 TI-IAT EACl-l PIPELINE, VALVE, OR OT14ER PIPELINE COMPONENT MAY 6E SERVICED OR REPLACED WITI-IOUT D15TURSING THE OTI-IER. TRENCt-1 DETAIL PVC PIPE It~· u~'), ~, AND IRRIGATION ONLY, f5 ~.,c,t~~ ~-I 'I U;f!i"~ LANDSCAPE ~~ft~ %•onwich Drive INCLUDING PRECISE F<C-:F , ,;" ~ ARCHITECTURE San Diego, ca 92122 1----------------1 ~ L.?t/~~/A'fr, ,-· Phone (619) 452-2828 LOCATION OF PLANTING REVIFHFD 6Y, ..,,. ,.; + PLANNING Fax: (519) 452-8610 FXf" __ _ DATE KAWASAKI THEILACKER UENO + ASSOCIATES AREAS INoF'FCTOR DATF CITY OF CARLSBAD SHEETS l----+---+--------------t---+---+----t-----1 <ZI PLANNING DEPARTMENT l&~ ~=::::...':::===========::'....::::::::::=;: ..... ~ /j_ CORN£RSTONE CORPORA TE GEN TRE 1----+---+--------------t---+---+----t-----1 LOTS 7, B & 11 , CARLSBAD TRACT# 81-46, MAP NO, 11287 t llt¥f?-: C AUTOMATIC 11-....,,IGATION CONTROi I ER F (3 1 ' AND SMAl I FR) l:.:10;:;;.f;;,-5 "l;;;;B;+;-:1av;;;-;--h, "-"~,~N""'~w"1'Z5at1ni"l. N"'tJo1., L"t¾-=i;;.:;;;;N~n. ;:-;Nor-;:;:;-,;;~,;.:~---t---1""-,-;-; •o:;--:;,11;,-;ji_,,a:lr!i,,,1':"1 Ass, ST ANT P~R EC TOR 1,:Z.::.!;·2J~~~5c:..µ:fC..W~.._µ.l~I\..J..:,!::: f::.E:V.!...!l~=...!::~:!..:.!:::~!:::!.....!N2::0::.,,, •.!...f'<t7~!7...:.N:!:::O:.!.cl l::e:c:,__-+-::-:-:::--1-::-::::,:-c-J.C:,:Z·:::::,_2l:::"· 'fA"4'~=-:'.""'i OWN BY: __ PROJECT N 0. DATE INITIAL DATE INITIAL DATE INlllAL CHKD BY I DATE DRAWING NO. 355-2L SECTION -NO SCALE NOT TO SCALE ENGINEER OF WORK : --PIP97-04 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CMWD PROJECT NO. 97-259 CD @ ® © 0 @ @ G) • @ • ® • (@ ® @ 2' ® G) @ V'IOOD ST AKE (SEE SPECS.) TREE TIE (MIN. 4 REQUIRED) (NAIL TO ST AKE) TREE TRUNK PLANT FIT fAllTl-l ROUGl-lENED 51DE5 19ACKFILL MIX (PUDDLE • SETTLE) ROOT6ALL 2x ROOT6ALL DIAMETER MIN. DEPTl-l OF ROOT6ALL 6" fAlATERING BASIN <EXCEPT IN LAWN> FINl51-lED Ci!RADE FL ANT T A!3LET5 (3" 6ELOH GRADE) EXISTING! FINISl-l GRADE AT SLOPE (Hl-lERE APPLICABLE> NEN FINISl-l GRADE AT SLOPE (Hl-lERE APPLICABLE) TREE CROfAlN <PLANT FER SPECS) ® TREE PLANTING JAi/ DOUBLE STAKING SECTION -NO SCALE CD eH~ue J G CD 0 ® @ ® @ G) OUN 21------.-i @ K ANTIN FLAN (D ROOTBALL @ 2x fl'o<OOTeALL DIAMETE~ MIN. @ cu~ OR PAVING <NHERE AFFLICABLEJ ® @ G) @ ® (@ ® @ @ :2" (WHERE AFFLICA6LEJ EXISTING FINISH GRADE AT SLOPE (WHERE APPLICABLE) NEW FINISH Gfl'o<ADE AT 5LOFE (WHERE AFFLICABLEJ 4" HIGH WATERING 6Ef<t1 ALL Afl'o<OUND !""LANT T A6LET5 (3" 6ELOW GRADE) DEPTH OF ROOT6ALL SHRUB CROWN -PLANT FER SFEC5. PLANT FIT WI Fi!OUGHENED SIDES 6ACKFILL Ml>< (PUDDLE • SETTLE) !>ECTION -NO !>CALE &ECTION SET FINISH uRADE 2" BELOW TOP OF PAVING FREFARED 50IL FLANT TABLET (I" MIN. AWAY Ffl'o<OM fl'o<OOTS) FINISH GRADE SEE FLANTING FLAN AND LEGEND FOR SFACING EDGE OF FAYING 1/2 THE WIDTH OF NOTE ~ cov ® G) @ ® © ' ! : ,:. ' ® , __ ' ,, 'r· l,:; ,'',1 I 2 @ ,:-i G) @ ® 4 s AY t-1 IAN U A ) SECTION -NO SCALE 51-l~6 5FRAY HEAD PVC SCl-l 812; NIPPLE (TYF.) 8" F~M FINISl-l GRADE FVC SCI-I 412; TEE (S5TJ OR ELL <ST) AT LATERAL LINE FLEX RISER (MIFT X FIFT) (KING BROS. OR EQUAL> FINl51-l GRADE ANTI-DRAIN SPRING Cl-lECK VALVE <SEE SFECS) SEE 5FECS FOR DEFTl-l 4" MIN. FROM I-IARD5CAFE OR WALL &ECTION -NO &CALE '--, ,l:I 17>--' ..........._ G) REMOTE CONTROL VAL VI: (2} SOLENOID CONTI-:OL Wlr-?E WI 4' MIN EXTRA Wlr-?E COILED, ~ TAPED AT 1(2) FT INTERVALS PVC 5CH MJ UNION VALV!: e,ox WITH AJRFLE LID (SEE SF'EC5,) PVC NON-~55URE FIFE <5EE 5FEC5J FVC FRE55URE FIFE (5EE 5FEC5,) FVC 5CH MJ RI5ER OR NIPPLE (LENGT!-1 A5 REQUIRED) @) FVC 5CH 40 FEMALE ADAPTER (TYf',) (SXT) @ FLUS!-1 W/ FIN15!-I GRADE IN TU!v, I' IN G.C . @ PVC 5CH 40 TEE (555) @ UNDl5TUR6ED/cct'IFACTED 5UOORADE @) 6RICK OR CONCRETE 5UFFORTS (FOUR FER BOX MIN) @ WATE~OF WIRE CONNECTORS !5EE 5FEC5,) @ I CU. FT, MIN. PEA GRAVEL @ 5EE SF'EC5. FOR DEPTH @ VALVE I.D. TAG CONT 0 VA V ::, ··:· : :; ,i f 3, 1---....,.0,1 oi I i -1 I4i--:.~1-. 12 f!;,,1--....i e,}------,-,,i,ba==-I @,----•, I " M QUICK COU 2 G) N 0 CD @ ® © ® @ G) @ ® @ ® @ ® @ @ SECTION -NO &CALE QUICK COUPLING VALVE: 51:E 5FEC5. FOR DEFTI-I RED 6RAS5 NIFF'LE (LENGTl-l AS REQ'D.) I" IN GROUNDCOVER OR Sl-lRU6 AREAS 6"-12" FROM EDGiE OF CUR65, HALK5, ETC. THREADED RED 6RA5S ELL I CU. FT CONCRETE FOOTING ON COMPACTED SUBGRADE RED 6RA5S RISER <LENGTl-l AS fi<:EQ'D,) F'VC FRE65UF<:E FIFE <SEE 6FECS.) PVC SCI-I 41Z> COUFLEF<: <SxT) UNDI5TUR6ED/COMFACTED 5UBGRADE Tl-lREADED RED 6RA5& COUPLING VALVE eox NI PURPLE LID (5EE SFECS,) I CU. FT FEA GRAVEL SUMF BRICK/CONCRETE SUFFORTS (Tl-lREE FER 60X) ING VA V SECTION-NO SCALE CD JleOTOJle HEAD WITH NOZZLE 0 ® 0 ® @ FINISH Gfi<ADE SEE SPECS. i=O"' DEFTf-1 SWING JOINT ASSEM8L Y (I SCI-I ~ FVC NIFFLE • 3 MARLE>< STREET ELLS, ANGLE MAY VA~ WITH HEIGi-iT OF BODY 5CM 8(Z) "'ISER (INLET SIZE) G) le" @ PVC SCI-I 4(Z) TEE <SST) OR ELL (ST) ® FVC NON-PRESSURE LINE @) l'ii!E6AR ST AKE (3(Z)" MIN. LENGTH) ® !-IUNTEF!! STAKING KIT, WITI-I FLA5TIC ZIF STRAF @ ANTI-Dl'ii!AIN 5FRING CHECK VALVE (WHERE REQUIRED) OTO ON SECTION-NO &Q,_.,b ,, '• L" ' I '1 IJ~~ LANDSCAPE me,•~•'",~ -ARCHITECTURE §~~teD~~~. ca 92122 ~ ~ Phone: \619) 452-2828 :..a + PLANNING Fax: (619) 452-8610 KAWASAKI THEILACKER UENO + ASSOCIATES . 0 G) CD REMOTE CONTROL VALVE (}) SOLENOID @ WATERPROOF WIRE CONNECTORS MASTER CONTROL VALVE ~ ® r ~ .. G) @ CONTROL Wlf<E WI 4' MIN EXTRA WIRE COILED, 4 TAPED AT 10 FT INTERVALS @ PVC SCI-I 80 UNION @ VALVE eox WITI-I FU~LE LID G) SEE SPECS. FOli< DEPTI-I @ PVC ffiES5URE FIFE @ PVC SCI-I 80 RISER OR NIPPLE <LENGTI-I ~ REQUIRED) (@ PVC SCI-I 4" FEMALE ADAPTER (TYF) (5XT) ® I' @ PVC SCI-I 4" ELL (S5) @ UNDISTUR6EDICOMFACTED &U~ADE @ eRICX OR CONCRETE SUPPORTS (FOJR FER eox, MIN.) @ I CU. FT. MIN. PEA c:.RAYEL CD 0 @ © ® ® G) @ ® @ · ~CTIQN-NO SCALE POP-UP 6FRAY/6U196LER !-IEAP SWING JOINT A56EM6L Y (I SCH 612) NIFFLE 4 3 MARLEX STREET ELLS> ANGLE HILL VARY WITI-I MEIGMT OF FOP-UP 60DY PVC SCI-I 412; TEE (55T) OR ELL (ST) FVC NON-PRESSURE LINE (5EE 5FEC5,) I" MIN., 2" MA><. FROM CUReS, WALKS, ETC. I" IN SI-IRU6 AREAS, FLUSH W/ FINISH GRADE IN TURF SEE SFEC5, FOR DEFTI-I FINISM GRADE NOZZLE HI SCREEN SECTION-NO eGALE 3 NOTE$, 2' 3 1'-·-..j© KJll~===rj I. T!-IERE S!-IALL eE NO FITTINGS OR CONNECTIONS TO OT!-IER FACILITIES BETHEEN Tl-IE METER AND eAcKFLOH A66EMBL ], MAX. 3 2. 6ACKFLOJ,,I PREVENTER MAY NOT ee IN5T ALLED IN FU6LIC RIGHT-OF-1"1AY. 3.CON&TRUCT 2' 1-llG!-I RETAINING HALL ON 3 SIDES OF 6ACKFLOH PREVENTER Nl-lEN INSTALLED ON 4 ,I OR GREATER SLOPE. OPEN END 51-lALL BE AT DOHNl-llLL &IDE OF SLOPE. PROVIDE 2' 1-lORIZONTAL CLEARANCE BETHEEN WALL AND BACKFL0!,-.1 PREVENTER. 4.DO NOT INST ALL IN AREA SU6JECT TO FLOODING, CONSUMERS RESFONSIBILITY APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING TO EIE INSTALLED FUR5U.l>NT TO MUNICIPAL CODE eoOK I4,08,0I0,400I-5EC,S8,TITLE 11 OF Tl-IE CALIFORNIA ADMINISTRATIVE CODE. I -METER AND VALVE (6Y DISTRICT) 2 -TYFE K OR L I-IARD COFFER OR 6RA5S RISER 3 -COFFER OR E3RA65 '30 ELE30W (SOLDER JOINTS OR TI-IREADED FITTINGS) 4 -COFFER OR 6RAS$ NIPPLE !:> -6RASS UNION b -APPROVED 6ACKFLOH FREVl:NTER A55EM6L Y 7 -I CUBIC FOOT (200(2) F5I) THRUST BLOCK 6 -METER 60>< (61 DISTRICT) F O NO SCALE AREAS PRIVATE CONTRACT RCE __ _ EXP. __ _ REVIEVED BY• INSPECTOR DATE DATE SHEETS 10~ & CORNERSTONE CORPORA TE CENTRE LOTS 7, 8 & 11 , CARLSBAD TRACT# 81-46, MAP NO, 11287 1/l.t !'> ·'l8 V,1u I r\ ReVI5t: ~HE::ei No. [IHt., II, I I'? t.·2.'l-'f/3 {JiJ , " nv I-::e. '?Jl-lt:er w. DATE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTI-IER APPROVAL 'J,•27-' 8 t. ~ DAlE INITIAL CITY APPROVAL DWN BY: __ CHKD BY: ---1 RVWD BY: PROJECT NO. PIP97-04 DRA""1NG NO. 355-2L CMWD PROJECT NO. 97-259 i I J)--e, CD @ ® (±) ® ® G) ® ® @ WALL, COLUMN, OF<: FENCE CONCF<:ETE FOOTINC. AS OCCUl't$ 6FREAD AND &ECUl'<E TO WALL, COLUMN OR FENCE F<EMOVE NURSEF<Y 6T AKE &ET ROOT BALL TIC.I-ff TO FOOTINC. REMOVE ANY EXCESS CONCRETE HATERINC. BERM, ro" WIDE FINl&H C.RADE FLANTING TABLET (3" E3ELOW GRADE) 2 X ROOT BALL DIAMETEI'< DEFTl-1 OF ROOTBALL VINE PLANTING AT HALL SECTION I IS: S: S: S: '\I © X/.___/ 0 5crentrfrc N.~me Aptenra cordlfoli<ll Ac<llcld redolene Agi!panthue a. 'Queen Ann' Ainu• rhomblfolra Archontophoenrx cunnlngh.!lml l!M Az11lea rndrca Bougarnvl Ilea '6arbara Karat' Bou9arnvlllea 'Roeenka' Chamaerope humrlro Cotoneaoter lacteuo Cotoneaoter lacteus NO SCALE Common N<llme Queen Ann A9apanthue White alder Krn9 Palm 7'-B'l:!5fH Southern lndl lln azll lea 6ou9a1nvr Ilea Bou9a1nv1 Ilea Gold Medallion Tree Mediterranean fan palm Red cluoterberr~ i'<ed cluoterberr~ • G) FLAN TREE DRAIN SECTION FLASTIC AJll!EA Dl'<AIN C::.l"i:ATE LOCATE !:>" MIN. FROM ROOTBALL A5 REQUIRED 3" FERFOF<ATED FIFE WRAPFED WITl-1 FILTER FABRIC i'<OOT BALL 6ACKFILL MIX PEA C.RAVEL FILL (NOT IN FIFE) CONNECT TO STORM Dl'<AIN 5YSTEM WHERE OCCUR&--SEE ENC.INEER'S PLAN NOTE, WHEN NOT CONNECTED TO &TORM DRAIN, FERFORATED FIFE 61-lOULD EXTEND BELON BOTTOM OF F<OOTBALL. '!:>' LENC.Tl-1 WI-IEN NOT CONNECTED TO Tl-IE STORM DRAIN SYSTEM LENC.TH AS REQUIRED WHEN CONNECTED TO STORM DRAIN SYSTEM. &LANT eoTTOM OF PLANTER FIT 6" 6ELOH I-IIC.H SIDE TO ALLOH ACCUMULATED HATER TO COLLECT AT BASE OF FERFORATE FIFE. 51F'HON OFF PERIODICALLY TO PREVENT l'<OOT ROT. NO S>CALE _____,_.,* G) f--<D <J) w oc 2 ~ (i) @ ® (±) ® ® G) ® PALM TREE PLANTING SECTION SOIL& TESTING, PALM TRUNK FINISH C.RADE OF SOIL FALM TREE ROOT BALL (DO NOT TRIM ROOT) SAND BACKFILL 12" LAYER FEA C.RAVEL NATIVE SOIL BROHN TRUNK I-IEIGHT FERTILIZE NITl-1 C.F<OWFONER PALM FERTILIZER PEI'< MANUFACTUF<EF<'5 5PEC5. 2 X ROOT !=>ALL DIAMETEF-1 FILTER FABRIC OvEF-1 GRAVEL TREE DRAIN (51M) CONNECTED TO STORM DRAIN HI-IERE OCCURS PERFORATED FIFE EXTENDED TO BOTTOM OF GRAVEL LAYER /SLANT eoTTOM TO FIFE> NO SCALE Q / ~ ~- 11 ii:1 ~ di I ··-•· ['..___, IP / -: : ! __ ! : I -: i _: l; -I I··· \___) SECTION Plant List ~ NOf~'. auAt-rrl11l:5 N2.f. ~ ~l;l-3 8 f "I .AMP ~ ~ ~IW'if IMG, AJ~et:-5 CHL.Y. 51:E: ,AJ..'30 APDrflONAL FtAtiT L..1515 5HEe::!"5 ¥! 4 16, THE BELON SPECIFIED "SOIL AMENDMENTS" ARE FOR BIDDING PURF05E FOR THI& PROJECT. TAKE A MINIMUM OF 12 RECORDED 501L5 5AMFLE5 FROM SITE AFTER Tl-lE COMPLETION OF F<OUC.1-l Gi'<ADING AND 5U6MIT FOi'< ANAL Y615 TO AN APPROVED SOIL& TE5TINC. LAB. LESSER AMOUNTS OR Pl'<OCEDURE5 NILL NOT BE ACCEFTA6LE. SEE LANDSCAPE 5FECIFICATION6 51-lEET IIZl. 1-Gdl 1-ual 2' o.c. 24"-Box Qu.!lntit~ Height (St.!lndard) Nidth /Standard) Comment• 3" ' 254 12' 12' 4 112)' 3" 12 11 3' Full dnd buoh~ rooted cutting• r,,.., fli!te. Full and bue~. Full can. 2" Calrper. Full head. Standard. Doubl<!! otak<!!. 16' B.T.11. 23 .,J~.._i:, T 1-1 Mlltchrn9 !':>' Matching Fl ant r n 11Zle>% sand back.fl 11. h-S ~:::'I 1:i.;:,. j~; Full dnd bush~. Sun Azdlea to b<!! d<!!t<!!rmined. 1/2 F'<!!,H bacl<..fl II. % ~~ ::~. f /5pr<!!ad out> Vln,s rorm. Full. Cut can. $pr-sad out ' ti<!! to top of wall. -·11 ---·--,,,6\ 1'!> -tll9-5' -3-' Z' f';µ! Callp<!!r. Full head. Standard. Double Mak<!!. 22 3' S.T.11. \/Ef<.IF'( • _,, Full and bu&h!:J. 15-Gal 21 3' 3' Full and bush~. NOTE, LANDSCAPE ARCHITECT AND CITY IN5FECTOR MUST AF'PROvE, I. SOILS TESTING LAB 2. SOILS TEST RECOMMENDATIONS FOF-1 AMENDMENT&, !=>ACK.FILL AND FEF1TILIZATION. &OIL AMENDMENTS, Gl'<OUND COVER, (3, I 5LOPE5 AND LESS) APPLY Tl-IE FOLLOHING TO EACH 101Zl0 SQUARE FEET OF SOIL, I. 75 POUNDS OF AGRICULTURAL GYPSUM 2. 4 cuerc YARD& OF COHFO&TED ORGANIC PRODUCT TILL IN TO A DEPTH OF ~ TO 8 INCHES AND IRRIC.A TE TI-IOROUGHL Y AFTER APPLICATION, HITI-I 4 TO 6 INCHE5 OF HATER USING INTERMITTENT PONDINC.. AFTER LEACI-IING, APPL T Tl-IE FOLLONING TO EACH 10e>0 5QUAF<E FEET OF SOIL, I. 20 FOUND$ l!:>-1!:>-1& TILL IN TO A Dl:PTH OF 6 TO 8 INCHES AND IRRIGATE Tl-lOROUGHL 'r AFTER AFFLICATION, HITl-l 2 TO 4 INCl-lE5 OF NATE!'< U&INC. INTERMITTENT FONDING_ BACKFILL FOR 51-lRUes AND TREE$, • Cupaniopsi• anacardlolde• Carrot Hood ..y::._;:·:r', 21 -&' 7' -'!r-21 1•~ Caliper. Full head. Standard. Double otc1k<!! . ADD Tl-lE FOLLOHING TO EACl-l CU61C 'r Al'<D OF 6ACKFILL CON516TING OF b FARTS NATIVE SOIL AND 4 PARTS NELL COMPOSTED ORGANIC MATl:RIAL. I. I!:-FOUNDS GRO FONEF-1 FLU& OR THE EQUIVALENT 2. 3 FOUNDS AGF<ICULTURAL GrYF5UM. ,-........---=l[:Jl'---______ ....____,_,,, ______ --+_c_!:Jc_a_•_re_v_o_l_ut_a ________ --+-5-a_9_0_p_a_1m ______ -+-~=p.:;,Ml~◄-+-~---::--:-:-+-1e_11_e_._r_.1_1._V_E=J2l_Pf_-+_-_"--,-------+-Fu_1_1 _an_d_b_u_•h_~--......,....----------------------, Diotlctus Buccrnatorra Blood-Red Trumpet vrne ~_:gi!'j,IL..--!!>e ;~ t" ~: <5pr<!!ad out> Full and bu•h~. 5pr<!!ad out • ti<!! to wall. MULCH, HIX THOROUGI-IL Y 6EFORI: BACKFILLING THE HOLE&. NOTE, INSTALL A 3" MINIMUM LAYER OF 'WALK ON !=>ARK' OF-1 APPROVED EQUAL, -t_:q,_'l.1. 4" l;if ~~" ?: Full and bush~. IN ALL GROUND COVER AND 51-lRUI=> PLANTING AREA& NITl-1 A SLOPE LESS THAN CD / , 1 0 l Euca l~ptus l<!!ucox~lon White Iron earl<.. ~_:,;iiil, n,-c_::I,, ~. f;.,., ~1/J':, Ca Ir per. Full head. Standard. Double stal<..<!!. I< 3 'I. <TYPICAL) 17L_-:-.-")----..C,~;"7;/l-----tEeu:::c;a;i1~~p;t~u;;.-;.;;-l;;d;e;:;ro~x~~~lo;;n:;-----i-R~e~dllj;:;ro;n;;;b;:a;-;r;;:1<..-----t1~ .. &~=~~G;_a_t1L~t;.,_,;-:z;~,._~~i-:8:'~------,~1 .,!.,,· ~ ..• ------111~ .. -~!l,;f"~ .. c=a~lippe<!!;::r.FF~u~llfh;e~a~dl.~6~t~an~d;:a;;r:;;d;:-.CD)<o;u~b;il;e-;.~t~al<..<!!~.-----: .:..l'<::::0:c0=.T.:.....=e::.:A::;;Rc..:::...:l'<c-=1E=.cR...:.';__ _______________________ _ l-----l.,--+------,-,,--------ll-------__:_------+-----------+--""-=-u,,.,,__--1---""--t--'':,r___" ______ f-1c,__------t--"'=------------------------' INSTALL ROOT BARRIERS FOi'< ALL TREES NITHIN liZl' OF IMPROVEMENTS. SEE \ I / -, (E) Eur~ope p. 'Vlrldie' Eur~ops ~:9'11, -t,-t, ~1 ~~" ~: Full and bu&h!:J. DETAIL "U" Tl-115 SI-IEET. I •• ,Seijera 19ar•,·1r1.,,a AR5U11J51.1Ni::.ro ,~ .... ,a11a, .,111 .... ~~weem ~-§1:~i S':1 ~!5' +1611 l;.!_i,;,',.Calrp<!!r. Full h<!!lld. &tdndard. Doubl<!! •tal<..<!!. TREE DRAIN, 2' O.C. THI& 51-lEET. "'--..--,.:;•.••••••••·•••••••j 1-lemerocalllo h!:Jb. (Yellow evergreen) Da!:Jlrl~ I-Gal -708 I&" I&" Full can. I< INSTALL ONE TREE DRAIN FER EACH TREE OR PALM TREE. SEE DETAIL "5" x ) 1-l<!!l<!!romeleo arbutrfolla Calirornla hell~ I-Gal &~ 12" 8" Full and bu•h!:J. l--~-,;,'-------..,......s--------1--------------+--,-----------+,----,-----l,---,---=::--t--:--:--------lf-:--:-------t-----=--------------------j :...W,.,E'-"1:'-"D,_,_,RE...,,._H~O-_,V'..CA,,,L=-='----------------------- -~ Lantana h~brld (Y<!!llow h~brld) Bush lantana I-Gal ~7~B 18" 18" Full and buoh~. Low, ~ellow flowerrn9 h~brld to match exfetin9. REMOVE ALL EXl5TNG NEED& INCLUDING FAHFA5 GRASS PRIOR TO PLANTING .. •• • Lr9ustrum Japonlcum Japaneo<!! privet 5-Gal 127 2' 2' Full and bush~. SEE 5PECIFICATION5. Melaleuca 9urn9uen<!!rvr d Caj<!!put Tr<!!e ~;:.''. ;r;r, le> .+@' I!!>' -4'-~• Multi.~ Ca Ir per. Full head. 19',a•slusl. Doub I<!! eta I<.<!!. / ~--....l.,__,-.....l-,----1------_.:.--------l--_.:.--------h.F.;tla.:;;tt.:.F~lll""n,;...ts-+-----l--------+---------+---___J-"-------------------------1 CITY OF CARLSBAD SLOPE PLANTING STANDARD~ ~ -Ophiopo9on Japonicue Mondo 9raee !:>" IZl.C. ~211 3" 2" Full and bush~ root<!!d cuttings from flats. AREAS OF APPLICATION <PLANTING.> __ I-Gal 12 ,, IB" 5LOFES--6,I OR STEEPER AND, .1; •• 11 ~I Pelar9onrum peltatum lv!:J G<!!ranrum 2, o.c. 667 Full and bush~. Mix coloro to match ex1etrn9. A.3 FEET OR LE55 IN VERTICAL I-IEIGI-IT AND Ai'<E ADJACENT TO PUBLIC WALKS OR ► • • Phoenix dact~llfera Dat<!! palm 15'P.,TH 2@' S.T.11. 10 1'5'·~ B._T.H. <M_at _c_hrn9} 12' (Hatching> Specimen. 5tra rght el<..lnned trunk.. 101Zl% sand back.till. STREETS REQUIRE AT MINIMUM STANDARD "I (COVER CROP AND JUTED!. ~ e. 4 FEET TO 8 FEET IN VERTICAL I-IEIGHT REQUIRE STANDARDS "I, "2 AND "3 . ....... _.~ (•) Fho<!!nlx rosbelenrr Ffgm~ date palm Yt5'G.~l~li.,3' ~-_T,I 1~~ f.Z"T~:~~~e ,'_"-",;_:_~,,._-,"' ... :r;;;;P\£ ("~,_, ...;i.,.vf:l'-11"'1' 4 matching ep<!!clm<!!n trlplee, oth<!!re erngl"' trunk.. / C. IN EXCE55 OF 8 FEET IN VERTICAL I-IEIGHT REQUIRE STANDARDS •1, "2, "3 AND 04. C, ..__.,,_ H•lt:-~-'""'-\-,=--+--------1------=---'-------'--'------"'------------1 SPECIAL CONDITIONS @ Phormrum tenax rubrum Dwarf Red Flax 5-Gal l':1 2' 2' Full can. AREAS GRADED FLATTER THAN ~,I REQUIRE STANDARD •1 (COVER CROF) NI-IEN TI-IEY > F b J L e. = I -"--'-"'-11'\~ 2' 2, \ HAVE ONE OR MORE OF THE FOLLONING CONDITIONS, 1----------_...+..L.. ____ -J. __ r t_t_o_ep_o_r_u_m_t_o_r_ra _______ -l-_a_p_a_n_"'_•_e_m_o_c_ .... _o_r_d_n....c9_"'_--+_:;':J,:_::.<;,>,-;~a,.,,~--+-""""'---l<Li2'S-1-.,+-'u......""------+-_J".:.."' -------+-F_u_l l_a_n_d_b_uo_li...::~_-----------------------, A. SI-IEET GRADED FADS NOT SCHEDULED FOR IMPROVEMENTS HITHIN 6 MONTI-IS OF 0 Flttosporum tobrra 'Wh<!!<!!l<!!re dwarf' Nheelers dwarf tobira 5 Gal ~ *1 I?" I&" F 11 • db h COMPLETION OF ROUGl-1 GRADING. :,::;;.·, ii'1-'.,_n 1° u ~n us~-B. A POTENTIAL EROSION PR06LEH A& DETERMINED 6Y Tl-lE CITY, Plumbago auri culata Cap<!! plumbago i:~cJI. ;;;e--~!? t~• 2: Full and buoh~. C. IDENTIFIED BY Tl-IE CITY A5 HIGI-IL Y VISIBLE AREA& TO Tl-IE PUBLIC OR HAVE ~ 7 SPECIAL CONDITIONS THAT NARl'<ANT IMMEDIATE TREATMENT. - I ,. Prunue c. 'Kraut<!!r veouvlus' Flowerrn9 Flum 24"-E3ox 16-f; 112)' 3' ~-1-1/2" Caliper. Full head. Standard. Doubl<!! etal<..-s . CD ' : : i -: : - CD @ TF<EE TRUNK NOTE, INSTALL F100T eAF1F11EI'<: NI-IEN TF<EE 15 NITI-IIN le>' OR CLOSER TO HARD5CAPE OR A5 NOTED ON Tl-IE FLAN l-lARD5CAPE -- CURB, HONSTRIP, WALL, STEP, WALK, BUILDING FOUNDAT- ION, ROCK, POOL, FOUNTAIN, FENCE POST, FAVINC., ETC. "F<OOT SOLUTIONS" F!OOT eAR!'<:IER IS.&" HIN. DEEF X 20' MIN. LENC.Tl-1 SEPARATION BETWEEN TREE AND I-IAF1DSCAFE. INSTALL ON I-IARD5CAPE SIDES ONLY. 2 X ROOT BALL DIAMETEF-1 ROOT BALL NO SCALE I-IYDR05EED HIXl:5, r'.OVER CROF RATE, LB&/AC HIX I COVER CROf!', DIHORFI-IOTECA AUl'<ANTICA, AFRICAN DAl5Y MATERIALS, I WOOD CELLJLose Flel:F! H-BINDER I i CITY OF CAFi;LS6AD 5LbFE PLANTING STANDARDS STANDARD "I -COVER CROP/JLlTE MESI-I COVER CROP 51-lALL BE A &EED MIX TYFICALL Y MADE OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR HILD FLONER5. SUBMIT Tl-IE $FECIFIC SEED MIX FOi'< CITY APPROVAL FRIO!'< TO APPLICATION. Tl-IE COVER CF<OP 51-lALL BE APPLIED AT A RATE A MANNER.SUFFICll:NT TO PROVIDE Se>% COvERAGE NITI-IIN (30) DAYS. TYPE OF JUTE MESI-I 51-lALL 6E A& APFF<OVED 6Y Tl-II: CITY AND STAKED TO Tl-IE SLOPES A5 RECOMMENDED 6Y THE MANUFACTURER. JUTE MESH 51-lALL ee Rf=QUIRED WI-IEN PLANTING OCCUF-15 6ETHEEN AUGUST I!:-AND AFRIL I!'>. DUF<ING THE REMAINDER OF Tl-IE YEAR, Tl-IE COYER CROF AND/OR JUTE MESH MAY BE USED. 5T ANDARP "'2 -C.ROUND COVER ONE HUNDRED (100%) PERCENT OF Tl-IE AF1EA 51-lALL BE PLANTED WITl-1 A GROUND COYER KNOHN TO 1-lAvE EXCELLENT SOIL 61NDING CI-IARACTERISTIC5 /PLANTED FROM A MINIMUM SIZE OF FLATTl:D MATERIAL AND SPACED TO FROVIDI: FULL COVl=RAGE WITI-IIN ONE YEAR>. STANDARD • 3 -LON $HRU65 LON SPREADING WOODY 5HRUB5 <PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF 5EVE:NTY (112)%) PERCENT OF Tl-IE 5LOFE FACI: < AT MATURE SIZE>. STANDARD •4 -TREES AND/OR LAR<;,E 51-lRUB& TREES AND/OR LARGE 61-lRUBS &HALL BE PLANTED FROM A MINIMUM RATE OF ONE (I) FLANT PER THO HUNDRED (2i2'0J SQUARE FEET. PRIVATE CONTRACT "AS BUILT" ....,_____,_,., .,,r---,-.,, Quercue a9r1folra Calr,ornra lrv-s oak. on eite 4 Quercue a9rlfolra California live oak. 3611 -eox 4 0 Raphl ol<!!pi e I. 'Clara' lndr d 1-lawthorn 0 Rhue rnte9rl foll a I-Gal 5cheff!era arborr cola Hawar ran Elf 5chefflera boxed on sit<!! NIA Guarant""" p<!!r ep<!!clflcatrone. ':I' ro' To meitch exretrn9. Full and buoh~. 12" 8" Full and bush~. Full and bu•h!,I, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ~CE __ _ REV!Ev/ED BY, INSPECTOR EXP, ___ _ DATE DATE 1----r--"---~ 5trelrtzra regrnae Bird of paradre"' ~1Z" Full can. Trachelospermum jaemlnoldee Star J aemrne I -Ga I 2' o.c. 8" 12" Full and bu•~ rooted cuttrn9e from rldts. I • i) Ulmu• parvr fol I a Chi n<!!ee elm 24"-Box ~· 2" Caliper. Full h<!!ad. Standard. Doubl<!! etak<!!. Ulmue parvl foll a Chine&<!! "'Im existing 6 <!!Xlot1n9 to r<!!maln ' -----/ Gchlnu• moll<!! ex roting ro California pepper tre<!! <!!Xlotrn9 to remain • ••• fa. /--..., Quercue agrrfolra California Irv<!! oak. exlHin9 3 exrstrn9 to remain ~--- _=~~=""""="-----' __ • _\ ___ _l__e_u_c_a 1-~p_t_u•-ca_m_"_ld_u_l"'_n•_r • ____ _j__F<_e_d_9_u_m __ c_o_L01t __ ~_cc__J_1<5__3:::'....~.....!l;"'-c~"";9'-$_L_"' __ __j__"'_xr_•_tl_n9-to-re-=m:.....d l-n---=----___J1 / I ~ u.a:,~· + miiifiid ' .____ / Annu<!II color to be determined Flow<!!rS ro" O.C. S!':>3 59uare epac1n9. Flowerrn9. J/ b. Note: ~1& & -A,,..._ ::e.E. ~l't,,.._1012-f>OVITltJt-\AL ~IAL-~ It--~. A A A 1.-c..GE. NV I Bl-P&. C 1'!-IA5f:-. t B f'HA'SI,; KAWASAKI THEILACKER UENO + ASSOCIATES • • .o • I II • }\.__,)\__ ,. .. • • • ..._ . LANDSCAPE 6165 Greenwich Drive Suite 200 ARCHITECTURE San Diego, Co 92122 Phone: l 619) 452-2828 PLANNING Fox: (619) 452-8610 'l-·2.'f·'lb _{,(_µ:--1-1...l"-'--.Jl\~'-=:...-l~:::::cE..=-5.,.,Hwe!:'.=T'--'-'N'-"-t,."'_/>Wc.=::........,_~=..,-=..._-1-_ __,f---+:i-',,2::...:1:......,'1.q..:'i!l..1',=---1 DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY .APPROVAL CITY OF CARLSBAD PLANNING DEPARTMENT & CORNERSTONE CORPORATE CENTRE LOTS 7, 8 & 11 • CARLSBAD TRACT# 81-46, MAP NO. 11287 DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. PIP 97-04 DRAWING NO. 355-2L C.M. W.D. PROJECT NO. 97-259 I I BUILDING 6 @ 161r-l&E T 4'xlS' RacL <Z>.&<Z> &S e IS~-ISl-1 l.&<Z> 2S 0 16~-l&Gl <Z>.1& I2.z, ® 1e~-1sesT NIA 0 le,;J,-IST 12' l'i<ad. G IS~-ISTQ 24 l'l IS<Z><&-Sa-e Stream eubbler 2<Z> F5I & s .7& 1-lunter PG,M l'i<otar FGsM-<Z><Z>ll2-A-l'i<* 3<Z> F5I 1 s LIZ' * I 12" Fop-Up wrthln liZl' of Fedeotrran AreaoJ e s LS ( LI5t:-5HR.Ul51-l~ON l'<,.15lc15 10' 0..1":. pep 24&'3 -1/2" CL 31& FVC "Alertllne" Lateral Lrne S':l& -314" CL 2<Z>iZl FVC "Alertline' Lateral Lrn• &<&7 -I" CL 2,z,,z, FVC "Alertline" Lllteral Line 17& -1-1/4" CL 2iZl<Z> FVC "Alertllne" Lateral Line 38 -1-1/2" CL 2<Z><Z> FVC 'Alertlrne" Later-,! Lins NIA Exlot. 3" CL 31& FVC "Alertllne" Mainline (1-1/2" Sch 4,Z,J Sall valve 1-1/2" <Lrne 5I.:sJ Nsloon T-se,z, II s I" Remots Control valve 1-lllrdle Ultr-,tlow 1,Z,,Z, 3 s 1-1/2" Remote Control Valve 1-lardre Ultra flow 1e,,z, I !Bl Rain &hut-off Device --Nater Conoervatlon etem NIA & Exlotrn9 Remote Control valve ae occur Ir·•· Exret. Febco 1-1/2" S2S"r' Reducsd Freeeure eackflow Freventor I I', Exret. Maeter Valve 2" Rarnblrcl EFE3-CF 4 111 Neloon 764!? Quick Couple valve I' NIA @ Exlet. Neloon 764!? Quick Gou le Valve I" NIA Exrot. Ball valve <Line er.:s) Neloon T-Se<Z> IE lrrrtrol Hall Mount MC luo 16 Station Controllsr Note: Gl:ud11tftfe! are provfdiSd for e6tlm.!ltln9 F>urpo$1!1:e oril~, l.<Z><Z> 2.2& .z,.es l.3e> ;iLEEvE&--ON LEGsEND, = UNDER VEI-IICLE PAVING, USE &cl-I e.z, SLEEVE NITl-1 3.Z,' COVER FOR MAIN&, HIRE& 4 LATERAL&. UNDER FEDE;lTRIAN PAVING USE &Cl-I 4,z, SLEEVE NITl-1 18" COVER FOR MAINS , HIRES. UNDER PEDESTRIAN PAVING USE &Cl-I 4,Z, SLEEVE HITl-1 12" COVER FOR LATERAL6. 0 10 20 40 SCALE. J" -20' - 1 · r 1 ··· ·~ , ······ -, U J,,0l;)I0l,J NOTE, FOR 6UFFORT &I-IEET& INCLUDING, DETAIL&, NOTE&. AND &FECIFICATION&, l'o?EFER TO eUILDING D Dl'o?AHINGs NO. 3SS-2L. I ~ IJ~t LANDSCAPE "" •-•• •~ . ~ ARCHITECTURE §~~eD~~~-ca 02122 , llfili! Phone: \619) 452-2828 '!!!! '1 , t PLANNING Fax: (619) 452-8610 KAWASAKI THEILACKER UENO + ASSOCIA lES 21241':lB KH DATE INITIAL ENGINEER OF WORK . -I \1~ I i I -i l ""{ 0 ,' b ._ I:. -z" ) ,'> ~ I I E-7 1 ~1V75 ~ NEH 61-lEET E-4 1 11ijij 0 REVISION DESCRIPTION 0 \ \ .\ OTHER APPROVAL LOT 9 \ ·7,.:-;------:.._ -+-..a ~ut--+--· _'\\I I ·-r.'--•-.. ~.,.._ RUN 2 &FARE WIRE& FROM CONTROLLER E TO VALYE E-1 /· j I. • I -- I CONNECT TO EXIST. 3" MAIN LINE (TYP.) EXIST. 3" MAIN LINE (T"r'F.) E-2 1 ,. 1R1J E-3 1 ,. 1R1J NTRACT 11 AS BUILT" I I I I I I I I I I I I I I (; 71 r-r-1 z ~I.ta~ CITY APPROVAL RCE /48/ EXP J/t,l/11 DATE LOTS 7, 8 & 11 , RLSBAD TRACT# 81-46, MAP NO. 11287 ASSISTANT PLA DWN BY: -"--- CHKD BY: __ RVWD BY: PROJECT NO. PIP 97-10 DRAWING NO. 355-2L C.M,W.D. PROJECT NO. 97-259 NEN 51-!EET BUILDING 6 \ 0 I \ \ \ M TCl--4 LINE: SEE Fial Plaieite. ,e 1;111 0 C. ~ Nl!W LOT a ."'f,,..,__ • I --~•-..-1--J.. -~=r~o,-.,-i C Iii J'l<ET AININ<::s NALLS- i!>EE ENGINEER'S PLAN <TYP! · ·J _ . I U I ' I I J LI j '1! 1 1 i I I u I ~ CJ A,::iapanth.l& a, 'Quesn Am' - I: . I-ual • 2' O.C. --r g 4b ,. __J___ '/MIT H ,RJ< i -:-;.;:;:-·-~·-+·-I ' . .. ' ~ ' ~ • • • '\ '' ,· . ' ' ' • ,~ I.\'\ i I .. "· ' I ' I I I I I I A,::iapanthue a. 'Queen Ann' I-ual ., 2' O.C, -. • ' I N!!W LOT 11 I I 41 Aqapanlhu• a. 'Queen Ann' 1-ual ., 2' o.c. Aciapanth.l• a. 'Queen Am' I-ual ., 2' o.c. 32 23 " ,..._J \ ~,-:.-:> :;;, . -" ----·----' Cae•ra leptoph\illa Gold Msc:lalllon Tres 1!?~ i!4" Se></ Slaic.e ~ZO Chamaerope hum I lie Hec:lllsrranean fan palm 3' e.T.11. 15-GrAL-. 23 Helaleuca 9uIn'1uenervla Cajeput Tree 16-GAl.~•fl -1---:~..e.,,._; Stal:.a ~ 12 ,_ -~----r;/ ,~\> .I·/// <,\,., -( Ophr opogon J aponl cue Hondo grae& Fial Pl11nte <> 8" O.C. .., "' \ \ / . . , ,, ·~ ;, Phoenrx roeb"'l"'nl r Pl gm~ date pa Im 15'· GAU.11) Pltlo•porum te>blra Japan..,•e mocl<. orllnge !l> -Goa 1 (12). 1-GAL (11) Pfllo•porum toblra 'Nheelere dwarf' Nheeler• dwarf toblrll !l>-Gi.!1 I (77). 1·6AL (77) Pruriu• c. 'Krauter Veouvruo' Flowerrng Plum 24"-6ox I Stake Raphlolepl• I. 'Clara' Incl I a I-law thorn &-Goal (G5). 1-GAL..(1o5) Scheffler a arbor I cola 1--<awailan Elf Schefflera &-Goal ( 6), 1-6AL (6) Tracheloepermum J aemlnor dee Star J a•mrne I-Gal ., 2' O.C. ~ 21 154 -16-12. 0 10 20 12 223 SCALE: /'' - 40 20' NOTE, FOR SUPPORT 5!--IEETS INCLUDING DETAILS, NOTES, AND SPECIFICATIONS, REFER TO 6UILDIN<::s D DRAJ,,.IING NO. 3&&-2L. 11 U~~ LANDSCAPE 6165 Greenwich Drive Suite 200 ARCHITECTURE son Diego, co 92122 Phone: (619) 452-2828 . . + PLANNING Fox: (619) 452-8610 KAWASAKI THEILACKER UENO + ASSOCIATES 0 0 Ac:1apanlh.J• a. 'Queen Am' I-Gal " 2' O.C. S'o Trachdllo•P.•rmum Jaomlnorde• I-Gal " 2' O.C. Si AC1apanlhu• a. 'Queen Ann' I-1'.:ial " 2' O.C. 2& Ophr opoc:1on .I .!IF,!onr cu• Flat Pranlo' " l:l" o.c. 'o38 21! P x roebelenrr ., '¼'c..;.,.:i:+-1-\ 6 - MANUFACTURED SLOPE R<-_..._,,..--.__.l:! P OT CTION ZONES reL-EiE-(5) 10' e,rrl !<-ING 'f'AU1S Aciapanth.J• a. 'Queen Ann' I-Gal " 2' 0.C. le> BUILDING C (1! 6ougarnvillea 'Barbara K.!lrol'" &-Gal !&! Melaleuca 9urnquenervra., ;~• l!leH 15-GAI--, 0 ---·7 Apl•nl a cord I foll a Fla, F'laa,e " 12" O.C. 2447 l<Q?® a.t111N~ 03) Chamaerope humllle" 3' . , 15-GIA !2e>! Azalea lndlca "~ A.:::iapanlhu& a. 'Qur9en Ann' I-Ga I ., 2' 0.C. Ii& 0 /J L=I ·:+·1·======,::;t-t-l-;:::::::::='=:::::::i:::::'.J o] o o LCJT 9 ---~,,...._ -----------~ l>...., ·~ l,J ---·.--, I I I I I I I I ll I I --i I I () I I I ' I I 1: I I m 11 ~ I I 11!1 I I I}) . I; I I I~ ' I I I~ I ~ (J\ •.CJ> I lo 1~mo; I ~ m !:; lo I ~ Q o I 11 ZO) ~ I m~~ I ill -z -(J\ I (I> Iii J! I ;ii ' ;ii I I I ~ (J\ I I :I I \11 I 11 AS BUILT" (<&) Archontophoenlx curinrngh.!!ml.!!M ., b' 6.T.1--t APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RCE __ _ EXP, ___ _ DATE RAISED PLANTER-SEE ARCI-IITECTS PLAN __ _, NEJ,,.i Si--<EET ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL REVIE\vED BY, INSPECTOR DATE CITY OF CARLSBAD PLANNING DEPARTMENT 6UILDIN<'.:s C Pi--<ASE CORNERSTONE CORPORATE CENTRE LOTS 7, 8 & 11 , CARLSBAD TRACT # 81-46, MAP NO. 11287 DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. PIP 97-10 DATE DRAWING NO. 355-2L C.M.W,D. PROJECT NO. 97-259 NEJA! SHEET \ \ \ Adjust D6 as shown· 0-15 \ \ 1 10A~ \, (See sheet 6) .\ Existing s ope 1rriga lion to remain. R(,lpair and mpl2ce any irrigat;on equipment removed or damaged by construc~on or grading oer the approval of the Landscape Maintenance Master Association Suoervisor (Typical). Fxistinq potable water sprinkler system to be morHiec tor 10096 coverage. See shee: 6 NORTH 0 II KAWASAKI THEILACKER UENO + ASSOCIATES Connect to 3" Main Une -1 (See sheet 6) 200' SDG&E EASEMENT 20' TREE TRIMMiNG EASEMENT 20' 40' 60' SCALE: 1" -201 LANDSCAPE 6165 Greenwich Drive Suite 200 ARCHITECTURE San Dieqo, ca 92122 Phone (c19) 452-2828 PLANNING Fa, (619) 452-8610 lrri::iation per .......... ~ sreet 6 10/15/98 KW NEW SHEET, TREE GRATES DATE INITAL DATE INITIAL FNGINEER OF WORK REVISION DESCRIPTION OT-IER APPROVAL CITY APPROVAL 20' TREE TRIMMING EASEMENT 200' SDG&E EASE1v1ENT \ TW 210.00 20150 Irrigation per sheet 6 I ' " Run 2 spare wires from conrtroller "F" to valve F-6 Connect to 1" Line -- (See sheet 13) Symbd (Nozzle) w 1806-10-VAN ® 1886-12-VAN @ 1806-15-VAN 'I' 1806-10H-LA ,:, 1806-100-LA • 1806-12F e, 1806-12H I!':) '1806-120 e 1806-12TO ~ 1806-12TT (!) 1806·15EST Ell 1806-15F 8 1806-15H 0 1806150 ® 1806-15SST e 1806-15T Q 1806-ISTO t"l 18 e 1806-SH-B o 1806-5CST-B ~1ariutactLrer / Cescription RainBird 1800 6" Pop-Up * 6" Pop· p tream Bubbler Symbol Manufacturer / Description PSI 20 PSI Radus 8' Rad 10' Rad. 12' Rad 8' Rad 10' Rad 4\<15' Rad. 12' Rad 4'x30' Rad. 12' Rad GPM 0.41-1.57 0.53-1.8 0.75-30 0.65 0.33 2.10 105 0,53 1.58 141 0.50 3.00 150 0.75 100 100 2.25 5' Rad 0.50 --~~--1 l 0.50 -1/2" CL 315 PVC "Alertline" Lat"'e':"rac_l '="Lin-"'e'c-c--------------------~ -3/4" · 2" CL 200 PVC "Alertlire" Lateral Line -Exist 3" CL 315 PVC "Alertline" Mainline (1-1/2" Sch 40) '--"--'-=---='-'--'=------------------1 -1-1/2" SCHEDULE 40 PVC "Alertline' Matt.line -3" CL 315 PVC "Alertline" Mainline ► Ball Valve 1-1/2" (Line Size) Nelson T-580 :.=~=---------------------1 & 1-1/2" Remote Control Valve Hardie Ultratlow 700 lBJ Rain Shut-off Devk:e --Water Conservation S stems "' Existing Remote Control Valve as ocour @ Nelson 7645 Quick Couple Valve 1" ''°' Exist. Nelson 7645 Oulk Cou le Valve 1" • , Ex,st. Ball Valve (Line Size) Nelson T-580 F lrritrol Wall Mount MC lus 12 Station Controller * l NOTE: INSTALL 6" POP-UP SPRINKLERS WHERE WITHIN 10' OF PEDESTRIAN ,'.REAS. INSTALL SHRUB HEAD ADAPTORS ON FIXED RISERS WHERE 10' CLEAR OF PEDESTRIAN APEAS. 2. CRITICAL HEAD LOSS: S::E SHEET 6 FOR VALVE D-6 I 'j~~---I -~~-f""•"· I SLEEVES--ON LEGEND: UNDER VEHICLE PAVING USE SCH 80 SLEEVE WITH 30" COVER FOR MAINS, WIRES & LATERALS. UNDER PEDESTRIAN PAVING USE SCH 40 SLEEVE WITH 18" COVER FOR MAINS & WIRES. UNDER PEDESTRIAN PAVll',!G USE SCH 40 SLEEVE WITH 12" COVER FOR LATERALS. '----I lrritrol Wall Mount MCplus 12 Station Controller Locate on insk:Je wall of mechanical enclosure. Verify location with owner prior to installation. ~ ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS PRIVATE CONTRACT 11 AS BUIL T11 RCE __ _ EXP, ___ _ REVIE'wED BY, INSPECTOR CITY OF Ci\RLSBAD PLANNING DEPARTMENT DATE DATE SHEETS 16 lrriga lion per sheet 6 ~L~cE CORNERSTONE CORPORA TE CENTRE LOTS 7, 8 & 11 , CARLSBAD TRACT# 81-46, MAP NO 11287 '! APPROVEP!',~ -ll-"1&,,,,.w...,!fL!.a,=~l(:'.'-,JIUIC,....,~~ .. ic.O~~--,z./,~/qq ASSISTANT PL~T~R EXPIRES DA'E OWN BY: -1S\l'i_ CHKD BY: DI I RVWD BY: PROJECT NO, DR/I.WING NO. PIP '16·0~ 355-2L C.M.W.D. PROJECT NO. 97-259 • • • • • • • • i • • 20' TREE TRlf,1MING EASEMENT <,200 SDG&E EASEf,1ENT • • \ • . - • • • • Symbol PLANT LIST Scientific Name Archontophoenix cunninghamiana Bougainvillea 'Rosenka' Bougainvillea 'Barbara Karst' Common Name Size Quantity King Palm 7'-8' BTH 8 Bougainvillea -a Bougainvillea 1 Prunus' c. 'Krauter Vesuvius' / (24" Box) • • -£_-- · -__ --Arbutus unedo , per sheet 8 Cassia leptophylla Gold Medallion Tree (Std) Chamaerops humilis Mediterranean fan palm \ _Aptenia coraifolia (Rooted cuttings) Driveway Sightline~-----:. Prunus c. 'Krauter Vesuvius' ~--~"" (24"-Box) .· Existing ,aope to be rnaintain6'1 by the Landscare Mahtenarce Master Associaton Fxisting slope planting to remain_ Repace any plants removed or damaged by construction per the approval of the Landscape Maintenance Master i\ssociation St ipervisor. Replace any existing trees damaged or removed by cocstruction within '.l1e Landscape Maintenance fAaster /1.ssociation v,ith 24" box size specimens per the approval of the Landscape Maintenance Master Association Supervisor. (Typical) NORTH KAWASAKI THEILACKER UENO + ASSOCIATES 20 1 SCALE: 111 t • ,;,:♦ ... +.♦• ' + ♦ ~ ... "' + ... ' ' ' ' ' -' -' ' \ ... ·~ ' ' Existing tree to remain _ __,,_ see legend (Typical) 40 1 I 20' L_ANDSCAPE 6165 Greenwich Drive Suile 200 ARCHITECTURE San Dieqo, ca 92122 Phone: \ 619) 452-2828 PLANNING Fa,: (619) 452-9610 10/15/98 KW NEW SHEET, TREE GRATES, VALUE ENG. DATE INITIAL DATE NITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION Cl TY APF'ROVAL TW 206.0 ~n;·20?0 · Hemerocallis hyb. Yellow Evergreen (1-Gal @ 2' OC) • • • • • • ; (Typical) Planting per sheet 8 ' -- • • TW 202.0Q FG 201.50 / I -Cassia leptophy!la (15-Gal) . -\ • I • • ) ~-Lantana camara (1-Gal) (4 per tree well) • ' \ ' ! ! ' • i • lW 210.0Q '" 20150 • / • • \ ' • • TW 211.50 F 20150 • MATCH LINE SEE SHEET 8 ·&~- L Distictus buccinatoria (50% 1-Gal, 50% 5-Gal) (Drape over & 18 to wall) j ' ; Ii ,. j f· l, I I . ii :1 i I ;. I I :i .I > Cupaniopsis anacardioides Distictus Buccnatoria Lantana hybrid, yellow to match exist Ligustrum japonicum Me!aleuca quinquenervia Phoenix roebelenii Phormium c. 'Cream Delight' Pittosporum tobira Pittosporum tobira Wheelers dwar1' Prunus c. 'Krauter Vesuvius' Raphiolepis i. 'Clara' Schefflera arboricola An1ual color / flowers i JI' , , ;;;? I Aptenia cordifolia ['.J'<,,;???I A.gapanthus a. 'Queen Ann' [;~;;;'.~j Hemerocallis hyb. Yellow Evergreen [., , ;;:? I Ophiopogon japonicus r::.,,;,;?? I Trachelospermun jasminoides Carrot Wooc (Standard) Blood-Red Trumpet Vine Hybrid bush lantana 770 Japanese privet 49 Cajeput Tree (Multi-trunk) Pigmy date palm (triple) Flax (San Marcos Growers) Japanese mock orange Wheelers dwarf tobira Flowering Plum (Standard) India Hawthorn Hawaiian Elf Schefflera Seasonal to be determined Color Packs 6" O.C. Red Apple 12" O.C. Lily of the Nile 1-Gal 2' Q.C, Dayiliy 1-Gal 2' QC. Mondo Grass Flat Plants 8" O.C. Star Jasmine 1-Gal 2' oc. . ;I Turf . Tall Foscue Approved dwarf variety Seed Per growe Ap'enia cordiiolia -------nant lo day,i,Jrlt -. line & fJll-h bare · spots of existing sk:,pe planting) I ' ' . ; I ! I ij See sheet 12 for plant height, width and comments, / i C EXISTING TREES Symbol • Botanical / Common Narre -._ Eucalyptus sp. ' -LigustruM japonicum (5-Gal) Agapanthus a. 'Queen Ann' (1•-Gal @ 2' O.C.) -j! MATCH LINE SEE SHEET 14 :L-·--·tp:-·--·--·--·--·--~·-~;r.~M~;~~;i,;tt;;-·--;:1 ' Annual color I fldwers - : , , _ Ouercus agrifolia California Live Oak Aptenia cordifolia (Rooted cuttings) t {Color Packs @ 6" O.C.) ------------·-·-· ·,-_ _ __ Enclosure _ _ :1 '•'"~,, 200' SDG&E EASEMENT ,,,---, . ! . 2C' TREETRIMlvllNG EASEMENT Ap1erm cordi olia iPlant to daylight lire & till-in bare spots of existing slope planting) _ )rw 196'00 J, FG 19300 \ \ F'ittosporum tdbira ~~ (50% 1-Gal, 509c 5-Ga\ Distictus Bucciriatoria (50% 1-Gal, 50% 5-Gal \---- Trachelospermun jasminordes (1-Gal @ 2' O.C) Chamaerops humilis (50% 5 Gal, 50'lt l5 Gal) Opricpogon japonicus (Fat plants @ 8" OC.) Lantana hybrid (1-Gal) \_---. -. Schefflera arboricola , , , '-(50% 1-Gal, 50% 5 Gal) -. -· Pittosporum tobira Wheelers dwarf' : , (50% 1-Gal, 50% 5 Gal) Phoenix: roebelenii (50% 5-Gal, 50% 15 Gal) Archontophoenix cunringhamiana (]' -8' BTH) Raphiolepis i. 'Clara' (50% 1-Gal, 50% 5-Gal) (Located in Water Easement fer approval of CMWD -pending BLDG. B ---'-,-- rw 1:.1,M'· _fG 194.00 _ FF 198.0 .,--Bougainvillea 'Barbara Kc1rst' (50% 1-Gal, 50% 5 Gal) Phormrum c. 'Cream Delight' (5-Gal) - 1 Bougainvillea 'Rosenka' (-5096 1-Gal, 50% 5-Gal) ' ' ' Melaleuca auinquenervia (50% 15-Gal, 50% 24"-Box) 1960 -~1~961f ' ' :;:; f ' \';"' :\\ '°i Turf Renovate existing _J --._ -' -;l Additional planting , per sheet 8. Adjust \NR\G'f\1 \ Turf Area (Approx. , · · ~~-'-'--area shown-verify) - ' J..---~· Agapanthli3 a. 'Queen Ann' ~a_s_s_ho_w_n ___ ~ (1-Gal @ 2' O.C.) ' i --- \ i • tl. I: • .,) ,_ ;i Schinus. molkl . Cal1fom1a Pepper Tree -j·,l'.,:·_-: f. ! Ulmus parvifolia , Chhese Elm ' ' I DWG. NO. 355-2L (BLDG C&D) TREES (See sheets 8,9 & 14) Symbol Botanical / Common Name - Arbutus unedo Strawberry Tree \ Eucalyptus siderox,1on Red lronbark 0 Prunus c. 'Krauter Vesuvius' Flowering Plum \ Ulmus parvifolia ' i Chinese Elm APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS PRIVATE CONTRACT 11 AS BUIL T11 Retaining wall see Ergineers Plan (Typical) RCE __ _ REVIEIJED BY, EXP, ___ _ DATE INSPECTOR DATE CITY OF CA.RLSBAD ~ ~ PLANNING DEPARTMENT ~ ~ CORNERSTONE CORPORA TE CENTRE LOTS 7, 8 & 11 , CARLSBAD TRACT# 81-46, MAP NO. 11287 APf~o.v~~ r,.,.,t.n A"-I ' ~11£•w:;;_iatlflll'~~~~~·•ul•"~l£&,,...__ ___ -i. •SL1'1 ASSISTANT PLAN~PDIRECTOR EXPIRES DATE OWN BY: CHKD BY: DU RVWD BY: PROJECT NO. PIP "18-0~ DRAWING NO. 355-2L C.M.W.D. PROJECT NO. 97-259 @) NEW SHEET