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HomeMy WebLinkAboutDWG 351-9M; SDP 96-03; CARLSBAD COMPANY STORES PHASE 2; 01-10IRRTGATION/P VICINITY MAP ii NOT TO SGALE: I HEREBY DECLARE THAT I AM THE LICENSED LANDSCAPE ARGHITEGT OF V'IORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION b103 OF THE BUSINESS AND PROFESSIONS GODE, AND THAT THE V'IORK IS GONSISTENT V'IITH CURRENT STANDARDS. I UNDERSTAND THAT THE GHEGK OF PROJEGT DRAV'IINGS AND SPEGIFIGATIONS BY THE GITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO REVIEV'I ONLY AND DOES NOT RELIEVE ME, AS THE LIGENSED LANDSCAPE ARGHITEGT OF V'IORK, OF MY RESPONSIBILITIES FOR PROJEGT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL GONFORMANGE V'IITH THE APPROVED LANDSCAPE GONGEPT PLAN, V'IA TER GONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSGAPING. REGISTRATION NUMBER: /ZJ8fJ "'-+-. ~~---- SHEET 5 4 10 SHEET 4 4 '1 TING P S FOR= PASEO DEL NORTE DELORENZO ~~~ ASSOCIATES ~-==-De~ rJ liU} "~"°M,-* 1/..;°: Hf/\ * ~7~ 'QF ~ Planning Landscape PROJECT OWNER/DEVELOPER: Aniritoct.ure CRAIG REALTY GROUP -1500 QUAIL STREET, SUITE 510 1775 Hancock St.reel, Suite 150 S.Qn Diego, CA 92110 NEWPORT BEACH. CA 92660 BlQ•2Q5•5115 Fu:'.619•297•2::,54 ENGINEERIN~ PLANCHECKER -,u,· Date: 4-8-99 -., .. __ Job No: 98063-01 APPROVE! BY: DATE ="• Sea.le: N.T.S. BENCHMARK -~--- Drawn By: 1!.K Dl:.SCRIPTION: 4" PLASTIC CAP (S.D. CO. CONTROL PT. T-1307) Proj,Mngr.; BJ!. LOCATION: EAST OF RAILROAO TRACKS IN RAllR0AD R.O. w. Reviewed By: ILS. 500 FT. N0R"TH OF PALOMAR AIRPORT ROAD. RECORD FROM: 1980 ADJ. ELEVATION: 46.67 DATUM: M.S.L. ~------ ---- - ,,.. 1/ KEY MAP NOT TO 5GALe SHEET INDEX SHEET NO.'S TITLE SHEET GENERAL/IRRIGATION SPEC.IFICATIONS IRRIGATION SPECIFICATIONS IRRlcSATION PLANS IRRIGATION DETAILS PLANTING SPECIFICATIONS PLANTING SPECIFICATIONS/DETAILS PLANT I NG PLANS I 2 3 4-5 6 1 8 Cf-10 APPROVED FOR PLANTING AS-BUIL TS AND IRRIGATION ONLY, INCLUDING PRECISE TI1Lo LOCATION OF PLANTING RE\1EWED BY: AREAS. INSPECTOR DATE DATE Revisions must be. oppl"'Oved by Public Health E:nglneftr, Assistant Planning Dlr~ctor & Distrld Engln1!11~r prior to lmplament(l'l:lon Jr, fll!lld. WI Cfl"Y OF CARlSBAD 11s1EoTS I DISTRICT APPROVED CHANGES ENCINEER OF WORK O"THER APPROVAL Cl TY APPROVAL PLANNING DEPARTMENT TITLE 81-EET FOR, CARLSBAD COMPANY STORES PHASE TWO . , , ' ' APPROV~, ~ 7. I j { J,.. "-~ t-f-97 '...-'. ASSISTAln PLANylNd' DIRl".CTOR / DAT!'. ,, f DWN. BY: ' PROJECT NO. DRA'MNG NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: SOP 96-03 351-9M REVISION DESCRIPTION ENGINEER OF WORK RVWD BY: H:\98063D1\CB-TTLDWG CMWD 96-C 440 SECTION 00010 -GENERAL CONDITIONS PART 1 -GENERAL 1-1. 1.1.1. 1.1.2. 1.2. 1.2.1. 1.2. 1.1. 1.2.2. 1.2.2.1. 1-2.3. 1.2.3.1. 1.24. 1.2.4.1. 1.2.5. 1.2.5.1. 1.2.6. 1.2.6.1. 1.2.7. 1.2.7.1. DESCRIPTION: ALL PROVISIONS OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", A.I.A. DOCUMENT A201, LATEST EDITION, SHALL APPLY TO THE WORK AS IF BOUND HEREIN. COPIES ARE AVAILABLE AT THE A.I.A. OFFICE, 233 A STREET, SAN DIEGO, CA 92101. UNDER ARTICLE 4.18.1 ,INDEMNIFICATION OF THE GENERAL CONDITIONS, DELETE THE WORDS "(OTHER THAN THE WORK ITSELF)". GENERAL PROVISIONS/DIVISION 1 GENERAL REQUIREMENTS: SCOPE OF CONTRACT: THE FOLLOWING TERMS, CONDITIONS, AND INSTRUCTIONS, AS WELL AS THE LANDSCAPE ARCHITECT'S PLANS AND SPECIFICATIONS, THE CONTRACTOR'S CONTRACT AND SHOP DRAWINGS AND ANY CHANGE ORDERS AND/OR ADDENDUM'S ISSUED BY LANDSCAPE ARCHITECT SHALL FORM THE GENERAL CONTRACT. JOB FILE: THE OWNER SHALL FURNISH THE CONTRACTOR WITH ALL DRAWINGS, SPECIFICATIONS, REVISIONS ORDERED BY THE LANDSCAPE ARCHITECT, AND CHANGE ORDERS. THE CONTRACTOR WILL FURNISH HIS CONTRACT, ANY SHOP DRAWINGS REQUIRED AND A WORK SHEET ON WHICH HE WILL NOTE ANY DEVIATION FROM THE CONTRACT NOT OTHERWISE COVERED. THE CONTRACTOR WILL KEEP ON THE JOB AT ALL TIMES A FJELD SET OF DRAWINGS, WORK SHEET AND SHOP DRAWINGS, UPDATED WEEKLY, UPON WHICH DEVIATIONS ARE NOTED. PERMITS AND SURVEYS: THE OWNER SHALL ESTABLISH ALL LOT LINES AND RESTRICTIONS. ALL OTHER LINES, GRADES, AND LEVELS SHALL BE ESTABLISHED BY THE CONTRACTOR AND HE SHALL VERIFY ALL DIMENSIONS, LINES, AND GRADES INDICATED ON THE DRAWINGS. THE OWNER SHALL FURNISH ALL SURVEYS. PERMITS AND LICENSES REQUIRED FOR EXECUTION OF THE WORK SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. CONTRACTOR'S/LANDSCAPE ARCHITECT'S RESPONSIBILITIES: THE CONTRACTOR SHALL GIVE EFFICIENT SUPERVISION TO THE WORK, USING HIS BEST SKILL AND ATTENTION. WHEN ABSENT FROM THE JOB, HE SHALL APPOINT A SUPERVISOR CAPABLE OF DISCUSSING MINOR MATTERS WITH THE OWNER AND LANDSCAPE ARCHITECT ON THE SITE. HE SHALL CAREFULLY STUDY AND COMPARE ALL DRAWINGS, SPECIFICATIONS, AND OTHER INSTRUCTIONS FOR THE WORK. ANY WORK INDICATED IN A MANNER WHICH WOULD MAKE IT DIFFICULT TO PRODUCE FIRST CLASS WORK, OR ANY DISCREPANCIES OR CONFLICTS WHICH APPEAR BETWEEN DRAWINGS AND SPECIFICATIONS, OR BETWEEN SPECIFICATIONS AND LOCAL ORDINANCES OR RESTRICTIONS, SHALL BE REFERRED TO THE LANDSCAPE ARCHITECT FOR INTERPRETATION OR CORRECTION BEFORE PROCEEDING WITH WORK. THE LANDSCAPE ARCHITECT SHALL AT HIS DISCRETION REFER INTERPRETATIONS OF DRAWINGS, SPECIFICATIONS, OR CONTINUITY WITH LOCAL ORDINANCES AND RESTRICTIONS TO THE OWNER AND/OR ENGINEER. CHANGES· NO CHANGE FROM THE GENERAL CONTRACT SHALL BE MADE WITHOUT AUTHORIZATION AND APPROVAL FROM THE LANDSCAPE ARCHITECT, OWNER AND CITY INSPECTOR. ALL SUCH INSTRUCTIONS SHALL BE IN WRITING ON A "CHANGE ORDER" FORM UNLESS CONTRACTOR NOTIFIES LANDSCAPE ARCHITECT WITHIN FORTY-EIGHT (48) HOURS UPON RECEIPT OF A CHANGE ORDER, SUCH ORDER SHALL CONSTITUTE A PART OF THE GENERAL CONTRACT. THE LANDSCAPE ARCHITECT SHALL HAVE AUTHORITY TO MAKE MINOR CHANGES. ANY CHANGES INVOLVING EXTRA COST, OR ALTERATION OF THE OVERALL APPEARANCE OF THE PROJECT SHALL BE COUNTER-SIGNED BY THE OWNER. THE LANDSCAPE ARCHITECT MAY INSTRUCT THE CONTRACTOR TO ISSUE CHANGE ORDERS FOR ANY ADDITION, ALTERATION, OR DEDUCTION HE WISHES TO MAKE. THE CONTRACT PRICE SHALL BE ADJUSTED BY EQUITABLE AGREEMENT TO COVER SUCH CHANGES. IF ANY INSTRUCTION BY THE LANDSCAPE ARCHITECT INVOLVES EXTRA COST TO THE CONTRACTOR, HE SHALL GIVE WRITTEN NOTICE TO THE OWNER BEFORE PROCEEDING WITH WORK. HIDDEN OBSTACLES: PRIOR TO EXCAVATION INTO THE SOIL, THE CONTRACTOR SHALL LOCATE ALL CABLES, CONDUITS, SEWERS, SEPTIC TANKS, AND SUCH OTHER UTILITIES AS ARE COMMONLY ENCOUNTERED UNDERGROUND AND HE SHALL TAKE PROPER PRECAUTION NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK, HE SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT, WHO WILL ARRANGE FOR RELOCATION. THE CONTRACTOR WILL PROCEED IN THE SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITION ENCOUNTERED UNDERGROUND MAKES CHANGES ADVISABLE PROTECTION OF LIFE AND PROPERTY: THE CONTRACTOR SHALL PROTECT ALL CONSTRUCTION AND LANDSCAPING FROM DAMAGE AND, WHEN REQUIRED, PROVIDE GUARDS OR COVERING. ANY DAMAGE SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. CONTRACTORS ON THE JOB SHALL CARRY THE FOLLOWING INSURANCE: (A) WORKER'S COMPENSATION, (B) PUBLIC COMPREHENSIVE GENERAL LIABILITY, AND (C) PROPERTY DAMAGE. IN AN EMERGENCY THREATENING THE SAFETY OF LIFE, WORK OR ADJOINING PROPERTY, THE CONTRACTOR IS HEREBY INSTRUCTED TO ACT AT HIS DISCRETION TO PREVENT SUCH LOSS OR INJURY AND SHALL MAINTAIN THE FOLLOWING MINIMUM LIABILITY INSURANCE COVERAGE DURING THE CONTRACT PERIOD. BODILY INJURY PROPERTY DAMAGE COVERAGE $250,000 PER INDIVIDUAL PER OCCURRENCE $100,000 PER OCCURRENCE AGGREGATE 1.2.7.2. THE CONTRACTOR SHALL CAUSE TO BE NAMED AS ADDITIONAL INSURED IN SUCH CONTRACTOR'S PUBLIC LIABILITY, CONTRACTOR'S PROTECTIVE LIABILITY AND AUTOMOBILE LIABILITY INSURANCE POLICIES THE FOLLOWING: CRAIG REALTY GROUP -CARLSBAD, LLC A CALIFORNIA LIMITED LIABILITY COMPANY 1500 QUAIL STREET, SUITE 510 NEWPORT BEACH, CA 92660 DELORENZO INCORPORATED 1775 HANCOCK STREET, SUITE 150 SAN DIEGO, CA 92110 1.2.7,3. THE CONTRACTOR SHALL NOT CAUSE THIS POLICY TO BE CANCELED OR PERMIT IT TO LAPSE, AND THE INSURANCE POLICY SHALL INCLUDE A CLAUSE TO THE EFFECT THAT THE POLICY SHALL NOT, AT ANY TIME DURING THE CONSTRUCTION PERIOD, BE CANCELED OR REDUCED, RESTRICTED OR LIMITED UNTIL FIFTEEN (15) DAYS AFTER ALL ADDITIONAL INSURED HAVE RECEIVED WRITTEN NOTICE AS EVIDENCED BY RETURNED RECEIPTS OF REGISTERED OR CERTIFIED LETTERS_ 1.2.7.4. THE CONTRACTOR AGREES TO HOLD THE OWNER AND LANDSCAPE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING OUT OF HIS OPERATIONS OR THE OPERATIONS OF ANY OF HIS SUBCONTRACTORS, MATERIAL SUPPLIERS, OR AGENTS. 1.2.8. SUBCONTRACTORS: 1.2.8.1. THE CONTRACTOR SHALL INFORM THE OWNER PRIOR TO START OF WORK OF THE NAMES OF ALL SUBCONTRACTORS PROPOSED, IF ANY; AND HE SHALL NOT EMPLOY ANY TO WHICH THE OWNER MAY OBJECT AS INCOMPETENT OR UNFIT. THE CONTRACTOR AGREES THAT HE IS FULLY RESPONSIBLE TO THE OWNER FOR THE ACTS OR OMISSIONS OF HIS SUB-CONTRACTORS. NOTHING CONTAINED IN THE GENERAL CONTRACT SHALL CREATE ANY CONTRACTUAL RELATION BETWEEN THE OWNER AND ANY SUBCONTRACTOR. 1.2.9. FINAL SITE REVIEW: 1.2.91 UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT FOR FINAL SITE REVIEW, AT WHICH TIME THE CONTRACTOR SHALL BE PRESENT. ANY ASSUMED OR EXISTING VARIANCE OR OMISSION SHALL BE NOTED AT THIS TIME, AND THE CONTRACTOR SHALL STIPULATE WHEN AND HOW HE WILL RECTIFY SAID VARIANCE. WHEN THESE CHANGES, IF ANY, HAVE BEEN CARRIED OUT AND THE AREAS OF WORK CLEANED, THE JOB SHALL BE CONSIDERED COMPLETED AND THE GENERAL CONTRACT EXECUTED. 1.2.10. RESPONSIBILITY FOR WORKMANSHIP: 1-2.10.1. NEITHER COMPLETION OF THE JOB NOR FINAL PAYMENT SHALL RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR GUARANTEES STATED IN THE CONTRACT, OR OF RESPONSIBILITY FOR FAULTY MATERIALS OR POOR WORKMANSHIP. THE CONTRACTOR SHALL PROMPTLY REMEDY ANY DEFECTS WHICH OCCUR DURING THE GUARANTEE PERIOD AS SPECIFIED IN THE CONTRACT. NOTICE OF OBSERVED DEFECTS WILL BE FORWARDED TO THE CONTRACTOR BY THE OWNER IN TRIPLICATE. THE CONTRACTOR WILL RETURN TWO (2) COPIES TO THE OWNER, NOTING THEREON WHAT ACTION WAS TAKEN. ALL QUESTIONS ARISING UNDER THIS ARTICLE SHALL BE DECIDED BY THE OWNER. 1.2.11. COMPLIANCE WITH BUILDING CODES: 1.2.11.1. WHENEVER THE TERM "BUILDING CODE" OR "CODE" IS USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE TERM MEANS THE FOLLOWING: UNIFORM BUILDING CODE -LATEST EDITION. UNIFORM PLUMBING CODE; WESTERN PLUMBING OFFICIALS ASSOCIATION-LATEST EDITION. LANDSCAPE MANUAL, POLICIES AND REQUIREMENTS; CITY OF CARLSBAD· LATEST EDITION. ALL APPLICABLE STATE AND LOCAL CODES ANO REGULATIONS. CARLSBAD MUNICIPAL WATER DISTRICT RECLAIMED WATER STANDARDS, LATEST EDITION. PART 2: SPECIAL CONDITIONS 2.1. SAMPLES; 2.1.1. THE CONTRACTOR SHALL SUBMIT MATERIAL SAMPLES TO THE LANDSCAPE ARCHITECT UPON REQUEST OR AS CALLED FOR IN THE CONTRACT DOCUMENTS. 2.2. PRIME RESPONSIBILITY: 2.2.1. THE PRIME LANDSCAPE CONTRACTOR SHALL ACCEPT COMPLETE RESPONSIBILITY FOR ALL SUBCONTRACTORS AND PERFORM SUCH WORK AS COORDINATION AND SUPERVISION AS MAY BE REQUIRED TO COMPLETE THE WORK; SUCH AS SCHEDULING, CORRECTING ERRORS AND OMISSIONS, INITIATING CHANGE ORDERS AND BILLINGS, NORMALLY ASSOCIATED WITH THE FUNCTION OF THE PRIME CONTRACTOR, TO COMPLETE THE SCOPE OF THE WORK. 2.3. LANDSCAPE ARCHITECT'S FUNCTION: 2.3.1. THE LANDSCAPE ARCHITECT SHALL HAVE GENERAL LANDSCAPE SITE REVIEW AND DIRECTION OF WORK UNDER THE GENERAL CONTRACT AS RELATED TO INTERPRETATION OF CONTRACT DOCUMENTS. HE IS AGENT OF THE OWNER TO THE EXTENT PROVIDED IN THE SPECIFICATIONS AND WHEN IN SPECIAL INSTANCES HE IS AUTHORIZED BY THE OWNER TO ACT. AS INTERPRETER OF THE LANDSCAPE CONSTRUCTION DRAWINGS AND SPECIFICATIONS AS MAY BE NECESSARY ON OCCASION DURING THE CONSTRUCTION CONTRACT, HE SHALL SIDE NEITHER WITH THE OWNER NOR THE CONTRACTOR, BUT USE HIS AUTHORITY UNDER THE CONTRACT TO ENFORCE ITS FAITHFUL PERFORMANCE. 24 SPECIAL RESPONSIBILITIES: 2.4.1. THE CONTRACTOR SHALL COMMENCE SELECTION AND VERIFY THE AVAILABILITY OF ALL NECESSARY MATERIALS UPON AWARD OF CONTRACT. 2.4.2. ANY DEPOSITS NECESSARY TO SET ASIDE MATERIALS {EITHER BY THE OWNER OR BY THE CONTRACTOR) SHALL BE ARRANGED BY THE CONTRACTOR AS SOON AS POSSIBLE. 2.4.3. THE CONTRACTOR AGREES, BY SUBMITTING A BID, THAT THIS PROJECT WILL RECEIVE A HIGH PRIORITY ON HIS WORK SCHEDULE. THE ONLY DELAYS CONSIDERED ACCEPTABLE ARE THOSE WHICH CAN BE PROVEN TO BE BEYOND THE CONTROL OF THE CONTRACTOR. 244. THE CONTRACTOR SHALL SUBMIT THE NAME AND BACKGROUND EXPERIENCE OF THE PROPOSED FOREMAN OF THE JOB. 2.4 5 THE CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND FEES TO COMPLETE THE WORK. 2.4.6. ALL MATERIALS SHALL BE OF STANDARD, APPROVED, AND FIRST GRADE QUALITY, AND SHALL BE IN PRIME CONDITION UPON ACCEPTANCE. 2.4.7. THE WORK SHALL BE PERFORMED WHEN WEATHER CONDITIONS PERMIT PROPER AND SATISFACTORY RESULTS. 2.4.8. THE LANDSCAPE ARCHITECT RETAINS OPTION TO REQUIRE THAT THE CONTRACTOR RECEIVE A SITE OBSERVATION OF EACH OPERATION AND MATERIAL PRIOR TO, UPON, AND AFTER INCORPORATION INTO THE WORK. 2.5 CLEAN UP: 2.5.1, DURING PROGRESS OF THE WORK, KEEP THE PREMISES REASONABLY FREE OF ALL DEBRIS AND WASTE MATERIALS RESULTING FROM THE WORK. ALL DEBRIS, TOOLS, EQUIPMENT, AND RUBBISH SHALL BE REMOVED FROM THE SITE ON COMPLETION AND BEFORE FINAL ACCEPTANCE OF THE WORK. DEBRIS AND RUBBISH SHALL BE DISPOSED OF OFF-SITE AT A LEGAL AND APPROVED DUMP SITE. 2.6. GENERAL CONTRACTOR'S GUARANTEE: 2.6.1. THE CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL WORK PERFORMED AND MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER AND THE CITY OF THE COMPLETED WORK, EXCEPT WHERE NOTED IN THESE SPECIFICATIONS. SECTION 02810 -POTABLE WATER IRRIGATION SYSTEM PART 1 -GENERAL 1.1. 1.1.1. 1.2. 1.2.1. 1.2.2. 1.3. 1.3.1. 1.4. 1.4.1. 1.4.2. 1.4.3. 1.4.4. 1.4.5 RELATED DOCUMENTS: DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION-1 SPECIFICATION SECTIONS, APPLY TO WORK OF THIS SECTION. DESCRIPTION OF WORK: THE WORK CONSISTS OF FURNISHING LABOR, TOOLS, MACHINERY, MATERIALS, AND PROCESSES REQUIRED TO COMPLETE THE SPRINKLER IRRIGATION SYSTEM DESCRIBED HEREIN AND SHOWN ON THE DRAWINGS. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO INDICATE AND SPECIFY A COMPLETE SPRINKLER SYSTEM, INSTALLED READY FOR USE WITHOUT FURTHER COST IN LABOR OR MATERIALS TO THE OWNER AND COMPLYING WITH ALL APPLICABLE CODES, SPECIFICATIONS AND DETAILS. QUALITY ASSURANCE: SUBCONTRACT WORK TO A SINGLE FIRM SPECIALIZING IN IRRIGATION WORK. CONTRACTOR SHALL POSSESS ALL LICENSES AND PERMITS REQUIRED TO PERFORM THE WORK OF THIS CONTRACT INCLUDING A C-27 LANDSCAPING LICENSE. SUBMITTAL$: THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT, MATERIALS OR PROCESSES SPECIFIED BY NAME IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT, OR THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE FOR APPROVAL OF ITEMS DIFFERENT THAN THOSE SPECIFIED. CITY INSPECTOR MUST REVIEW/APPROVE ALL SUBSTITUTIONS PRIOR TO INSTALLATION. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT MAY BE REJECTED. THE CONTRACTOR WILL BE REQUIRED TO REMOVE AND REPLACE SUCH MATERIALS FROM THE SITE AT HIS OWN EXPENSE, APPROVAL OF ANY ITEM, ALTERNATE OR SUBSTITUTE, INDICATES ONLY THAT THE PRODUCT(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. CITY INSPECTOR MUST REVIEW/APPROVE ALL SUBSTITUTIONS PRIOR TO INSTALLATION. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. ~~ DELORENZO ~-=i,~ INCORPORATED 111111~;1 ~~* ~~~ Planning Landscape Aidlitooture - 1 '171i llancocli:: Street Suit,, 160 San Di~eo, CA 112110 61!1•21Ri•61111 Far. 619•2117•2954 - DATE INITIAL JI "' 1.5. GUARANTEE: 1.5 1. CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE IN ACCORDANCE WITH THE GENERAL CONDITIONS, FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE AND CONCLUSION OF THE MAINTENANCE PERIOD. GUARANTEE SHALL COVER THE COMPLETE IRRIGATION SYSTEM, INCLUDING SETTLING OF THE BACKFILL IN TRENCHES AND REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMAGED THEREBY OR THEREFROM. 1.5.2. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. PART 2 -PRODUCTS 21. MATERIALS; 2.1.1. PRESSURE PIPE: PVC PLASTIC PRESSURE LINE PIPING UPSTREAM OF REMOTE CONTROL VALVES: ALL TWO (2) INCH AND LARGER SHALL BE CLASS 315 POLYVINYL CHLORIDE"(PVC) SIMPSON OR APPROVED EQUAL. ALL ONE AND ONE-HALF (1-1/2) INCH AND SMALLER SHALL BE TYPE I, GRADE 2, DESIGNATED AS PVC 1220, SCHEDULE 40. 2 12 PLASTIC NON-PRESSURE LINES: FOR PIPING DOWNSTREAM OF REMOTE CONTROL VALVES, TYPE 1, GRADE 2 DESIGNATED AS PVC 1220, SCHEDULE 40. 2.1.3. IDENTIFICATION: FURNISH PLASTIC PIPE CONTINUOUSLY AND PERMANENTLY MARKED WITH FOLLOWING INFORMATION: MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS AND TYPE OF PIPE, WORKING PRESSURE AT 73.4 DEGREES F., AND NATIONAL SANITATION FOUNDATION (NSF) RATING. 2 1-4. BRASS PIPE: BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. 21.5. SLEEVES UNDER PAVED AREAS OTHER THAN ROADS SHALL BE SCHEDULE 40 PVC, BURIED A MINIMUM OF 18" DEEP. 2.2. FITTINGS AND CONNECTIONS: 2.2.1. PVC PIPE FITTINGS AND CONNECTIONS: TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND D2466. 2.2.2. BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS ANO CONNECTIONS. 2.2.3. SOL VENT CEMENTS SHALL COMPLY WITH ASTM D2564. SOCKET JOINTS SHALL BE MADE PER RECOMMENDED PROCEDURES FOR JOINING PVC PLASTIC PIPE AND FITTINGS WITH PVC SOLVENT CEMENT BY THE PIPE AND FITTING MANUFACTURER AND PROCEDURES OUTLINED IN THE APPENDIX OF ASTM 02564. 2.2.4. THREAD LUBRICANT SHALL BE TEFLON RIBBON-TYPE, OR APPROVED EQUAL, SUITABLE FOR THREADED INSTALLATIONS AS PER MANUFACTURER'S RECOMMENDATIONS. 2.3. VALVES: MANUFACTURER'S STANDARD, OF TYPE AND SIZE INDICATED, ANO AS FOLLOWS: 2.3.1. REMOTE CONTROL VALVES SHALL BE AS SPECIFIED ON THE DRAWINGS. VALVE SHALL BE OPERABLE MANUALLY WITHOUT ELECTRICITY. THE VALVE SHALL HAVE A PRESSURE REGULATING MODULE CAPABLE OF REGULATING OUTLET PRESSURE BETWEEN 15 AND 100 P.Sj_ (+ 5 P.S.I.), MODULE SHALL HAVE AN ADJUSTING SCREW FOR SETTING PRESSURE AND A SCHRADER VALVE CONNECTION FOR MONITORING PRESSURE. PRESSURE REGULATOR SHALL BE ADJUSTED AT EACH VALVE FOR PROPER DOWNSTREAM PRESSURE REQUIRED 2.3.2. BALL VALVES SHALL BE AS SPECIFIED IN THE PLANS. 2.4. SPRINKLER HEADS: 2.4.1. SPRINKLIER HEADS SHALL BE OF THE TYPES AND SIZES WITH DIAMETER (OR RADIUS) OF THROW, PRESSURE, NOZZLE DISCHARGE AND/OR OTHER DESIGNATIONS INDICATED ON THE DRAWINGS. ALL SPRINKLER HEADS OF THE SAME TYPE AND SIZE SHALL BE OF THE SAME MANUFACTURER. HEADS SHALL BE EQUIPPED WITH ALL OPTIONS AND EQUIPMENT PER THE IRRIGATION LEGEND 2.5. VALVE BOXES: 2.5.1. FOR REMOTE CONTROL VALVES: 10" X 19" NOM. PLASTIC VALVE BOX. 2.5.2. FOR BALL VALVE: 10" X 19" NOM. PLASTIC VALVE BOX. APPROVED FOR PLANTING AS-BUil TS AND IRRIGATION ONLY, 1111.f: INCLUDING PRECISE R™tll£0 BY: LOCATION OF PLANTING AREAS. IN5PWTOR I SH2T 11 cfIYOFCARI3BAD Pl.ANNING OEPARlMENT MTE DA'lf: I IS1EOTS I GENERAL/ IRRIGATION SPECIFICATIONS FOR: CARLSBAD COMPANY STORES PHASE TWO APPROVED: ~L 4 JI P-~-'77 ASSISTANT Pl.ANNINJ11 0111E DATE I IN1~•1 DATE INITIAL 0'1,1,1, BY: l'Ro..ECT NO. DRA'MNG NO. I I CHKD BY: SDP96-03 351-9M REVISION DESCRIPTION R\l'Ml BY: ,4 ,,!'~ -"1'-1 ENGINEER ()F llQRK CMWD 96-C 440 H: \98063-01 \BLANK.owe SECTION 02810 -POTABLE WATER IRRIGATION SYSTEM (CONTINUED) 2.6. 2.6.1. 2.7. 2.7.1. AUTOMATIC CONTROL SYSTEM GENERAL; FURNISH LOW VOLTAGE SYSTEM MANUFACTURED EXPRESSLY FOR CONTROL OF AUTOMATIC CIRCUIT VALVES OF UNDERGROUND IRRIGATION SYSTEMS. PROVIDE UNIT OF CAPACITY TO SUIT NUMBER OF CIRCUITS AS INDICATED. CONTRACTOR SHALL PROGRAM EXISTING CONTROLLER TO INCORPORATE NEW VALVES. AUTOMATIC CONTROL WIRE: ELECTRIC WIRING RUNS FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4/64 IN. INSULATION, 4/64 IN. NEOPRENE JACKET, STYLE DB (DIRECT BURIAL) OR EQUAL, RED WIRES TO EACH VALVE COMMON WIRE SHALL BE BLACK. ' PART 3 -EXECUTION 3.1. SYSTEM DESIGN; 3.1.1. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO PROCEEDING WITH WORK UNDER THIS CONTRACT. 3.1.2. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES SUCH AS POWER, TELEPHONE, DOMESTIC WATER, WATER, AND TILE DRAINS. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR WHEN EXCAVATING OR WORKING IN THESE AREAS AND COORDINATION AND COOPERATION BETWEEN THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR IS REQUIRED AS THE WORK PROGRESS TO THE AREA. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO REPRESENTATIVE AS WORK PROGRESSES IN UNDERGROUND UTILITY AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES. 3.1.3. SHOULD UTILITIES NOT LOCATED OR MARKED BE FOUND DURING EXCAVATION, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER AND SHALL DISCONTINUE WITH WORK IN THE AREA, EXCEPT NECESSARY EMERGENCY WORK, TO REPAIR OR PREVENT DAMAGE UNTIL INSTRUCTIONS ARE GIVEN TO THE CONTRACTOR BY THE OWNER'S REPRESENTATIVE. 314 FAILURE TO NOTIFY THE OWNER OF DISCOVERY OF SUCH UTILITIES OR DAMAGE THERETO WILL RESULT IN THE CONTRACTOR BEING LIABLE FOR ANY AND ALL DAMAGE CAUSED TO THE UTILITIES AS A RESULT OF HIS ACTIONS. 3.1.5. THE CONTRACTOR SHALL, BEFORE STARTING WORK ON THE SPRINKLER SYSTEM, CAREFULLY NOTE ALL FINISH GRADES IN ORDER TO SATISFY HIMSELF THAT HE MAY PROCEED WITH THE WORK, AND TO RESTORE FINISH GRADES TO ORIGINAL CONTOURS BEFORE COMPLETION. 3.1.6. THE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE, SHALL BE COORDINATED WITH THE LANDSCAPE DRAWINGS TO AVOID INTERFERING WITH TREES, SHRUBS, OR OTHER PLANTING. 3.1.7. LAY OUT SPRINKLER HEADS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCE BETWEEN SITE AND DRAWINGS. ANY SUCH DEVIATIONS IN LAYOUT SHALL BE WITHIN THE INTENT OF THE ORIGINAL DRAWINGS, AND WITHOUT ADDITIONAL COST TO THE OWNER. WHEN DIRECTED BY THE OWNER, THE LAYOUT SHALL BE APPROVED BEFORE INSTALLATION. 3.1.8. 3.1.9. 3.1.10. 3.2. 32.1. 3.2.1.1. 3.2.1.2. 3.2.1.3. 3.2.1.4. 3.2.1.5 3.2.1.6. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT PREVIOUSLY UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST, THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. WATER SUPPLY: THE CONTRACTOR SHALL CONNECT TO THE WATER SOURCE AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL VERIFY STATIC PRESSURE AS STATED ON THE PLANS PRIOR TO BEGINNING WORK. IF STATIC PRESSURE OR POINT OF CONNECTION IS INADEQUATE, THE CONTRACTOR WILL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT BEFORE STARTING WORK. WORKMANSHIP AND PROCEDURE: THE ROUTING OF THE PRESSURE SUPPLY LINES AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC. LOCATE ALL PRESSURE SUPPLY LINES IN PLANTING AREAS. CROSS PERPENDICULAR UNDER PAVEMENT IN A SLEEVE AS DESCRIBED IN THESE SPECIFICATIONS. INSTALLATION: GENERAL: UNLESS OTHERWISE INDICATED, COMPLY WITH REQUIREMENTS OF UNIFORM PLUMBING CODE. EXCAVATION OF TRENCHES: EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. 00 NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. DEPTH OF COVER: POLYVINYL CHLORIDE PRESSURE LINE ............................ 18" MIN. POLYVINYL CHLORIDE NON-PRESSURE LINE .................. 12" MIN. SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE (1) INCH DIAMETER, DEBRIS, AND LITTER PRIOR TO USE AS BACKFILL. REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL. TAMP SOIL AROUND PIPE AND THOROUGHLY COMPACT ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS. PROVIDE BACKFILL UNDER, AROUND AND ABOVE TOP OF PIPE FOR PVC PLASTIC PIPE AND BRASS PIPING. 3.2.2. 3.2.2.1. 3.2.2.2. 3.2.2.3. INSTALLATION OF POLYVINYL CHLORIDE PIPE: BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USED AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNLESS SUCH DENT OR DAMAGED SECTION IS CUT OUT AND PIPE REJOINED WITH A COUPLING. 3.2.2.4. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-EDGED OBJECTS. 3.2.2.5. PIPE ENDS AND FITTINGS SHALL BE WIPED WITH "MEK" PRIMER, OR APPROVED EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS MATERIAL BEFORE FITTING AND GLUING TOGETHER. 3.2.2.6. PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. 3.227 CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR SITE OBSERVATION DURING TESTING. 32.2.8. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL SITE OBSERVATION HAS BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. 3.2.2.9. PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. 3.2.2.10. PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. 3.2.2.11. SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATIONS. 3.2.2.12. PROVIDE MINIMUM OF 4" OF CLEARANCE BETWEEN PIPES SHARING THE SAME TRENCH. 3.2.3. INSTALLATION OF METAL PIPE: 3.2.3.1. CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OF BURRS SO SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. 3.2.3.2. CAREFULLY AND SMOOTHLY PLACE THREAD LUBRICANT ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. 3.2.4. REMOTE CONTROL WIRING: 3.2.4.1. PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4 FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES. 3.2.4.2. INSTALL CONTROL WIRES AT LEAST 12" BELOW FINISH GRADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AT TERMINAL POINTS. 3.2.4.3. INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. 3.2.4.4. IN CASE OF DAMAGE TO ANY COMMON OR CONTROL WIRE, CONTRACTOR IS TO RUN AN EXTRA COMMON AND TWO EXTRA CONTROL WIRES ON EACH LEG OF MAINLINE TO THE FARTHEST RCV BACK TO THE CONTROLLER. 3.2.4.5. INSTALL CONTROL WIRES IN SLEEVES SEPARATE FROM PIPING. 32.4.6. CONTROL WIRE SPLICES: ALLOWED ONLY ON RUNS OF MORE THAN 300-FEET. SPLICES AS FOLLOWS: 3.2.4.6.1. STRIP OFF MINIMUM OF 2-1/2" OF INSULATION FROM EACH WIRE. 3.2.4.6.2. TWIST ON SCOTCHLOK ELECTRICAL SPRING CONNECTOR, MINIMUM FOUR COMPLETE TURNS. 3.2.4.6.3. 3.2.4.6.4. 3.2.4.7. 3.2.5. 3.2.5.1. 3.26. 3.2.61. SEAL CONNECTOR IN EPOXY RESIN AND BURY IN A ROUND VALVE BOX WITH A TWO FOOT EXPANSION LOOP. TAPE COMPLETED SPLICE WITH SCOTCH 33 ELECTRICAL TAPE. NUMBERING AND TAGGING: IDENTIFY DIRECT BURIAL CONTROL WIRES FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TAGGING WIRE WITH NUMBER OF CONNECTED VALVES. AUTOMATIC SPRINKLER CONTROLLER: CONTRACTOR SHALL CONNECT CONTROL WIRES TO EXISTING. CONTROLLER AND INSURE THAT SYSTEM IS OPERATIONAL. REMOTE CONTROL VALVES: INSTALL REMOTE CONTROL VALVES IN SHRUB AREAS ONLY AT LOCATIONS APPROXIMATELY AS SHOWN ON THE DRAWINGS, WITH A COVER OF 8 INCHES MINIMUM OVER TOP OF FLOW CONTROL STEM. INSTALL A UNION TYPE CONNECTION. FIT WITH PLASTIC VALVE BOX AND COVER. 3.2.7. 3.2.7.1. 3.2.8. VALVE BOX: INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. SPRINKLER HEADS: 3.2.8.1. 3.2.8.2. ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. ADJUST NOZZLES AND ARCS TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT TO DO SO. 3.2.9. BALL VALVES: 3.2.9.1. INSTALL APPROXIMATELY WHERE SHOWN AND AS DETAILED. FIT WITH PLASTIC VALVE BOX AND COVER. 3.2.10. FLUSHING OF SYSTEMS: 3.2.10.1. AFTER PIPING AND RISERS ARE IN PLACE, BUT PRIOR TO THE INSTALLATION OF THE SPRINKLER HEADS, A FULL HEAD OF WATER SHALL BE USED TO FLUSH OUT THE SYSTEM. AFTER SYSTEM IS THOROUGHLY FLUSHED, CAP ALL RISERS. 3.2.10.2. CONNECTION TO MAIN: CONNECT TO EXISTING SERVICE LINE AT LOCATION INDICATED. 3.2.10.3. DIELECTRIC PROTECTION: USE DIELECTRIC FITTINGS AT CONNECTION WHERE PIPES OF DISSIMILAR METAL ARE JOINED. 3.2.11. TESTING: 3.2.11.1. GENERAL: NOTIFY THE LANDSCAPE ARCHITECT IN WRITING WHEN TESTING WILL BE CONDUCTED, CONDUCT TESTS IN PRESENCE OF THE LANDSCAPE ARCHITECT. NOTIFY THE CITY INSPECTOR 72 HOURS PRIOR. (760) 815·6708 3.2.11 .2. PRESSURE TEST: 3.2.11.2.1. ALL PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 125 LBS. PER SQUARE INCH AND ALL NONPRESSURE LINES SHALL BE TESTED UNDER THE EXISTING STATIC PRESSURE AND BOTH BE PROVEN WATERTIGHT. {CONTRACTOR TO SUPPLY ALL EQUIPMENT NEEDED FOR TESTING.) 3.2.11.2.2. PRESSURE SHALL BE SUSTAINED IN THE LINES FOR NOT LESS THAN FOUR HOURS. IF LEAKS DEVELOP, THE JOINTS SHALL BE REPLACED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEM IS PROVEN WATERTIGHT. 3.2.11.2.3. TESTS SHALL BE OBSERVED AND APPROVED BY THE LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO BACKFILL. BACKFILLING TRENCHES PRIOR TO INSPECTION WILL NOT BE ALLOWED AND ALL PREMATURELY FILLED TRENCHES SHALL BE SUBJECT TO REOPENING AS DIRECTED BY THE LANDSCAPE ARCHITECT. THE LANDSCAPE INSPECTOR TO APPROVE TRENCH DEPTH AND PRESSURE TESTING PRIOR TO BACKFILLING. 3.2.11.3. COVERAGE TESTING: PERFORM OPERATIONAL TESTING AFTER HYDROSTATIC TESTING IS COMPLETED, BACKFILL IS IN PLACE, AND SPRINKLER HEADS ADJUSTED TO FINAL POSITION. 3.2.11.4. AFTER COMPLETION OF LANDSCAPE WORK, CAREFULLY ADJUST HEADS SO THEY WILL BE MORE THAN 2" ABOVE FINISH GRADE IN GROUNDCOVER AND SHRUB AREAS. 3.3. SITE OBSERVATION VISITS BY THE LANDSCAPE ARCHITECT: 3.3.1. IN ALL CASES WHERE SITE OBSERVATION VISITS OF THE IRRIGATION SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR SITE OBSERVATION OF THE LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST THREE (3) WORKING DAYS IN ADVANCE OF THE TIME SUCH SITE OBSERVATION AND/OR DIRECTION IS REQUIRED. 3.3.2. SITE OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: 3.3.2.1. UPON INSTALLATION OF SLEEVES AND TESTING OF MAIN LINES AND LATERAL LINES; WHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED. ~~ .. DELORENZO ;~~~ INCORPORATED 111111~11 ,,.., 11- r• -~\ ; \ 1, -1 i, M4'\ 1,- ~~ .._,~ Plannine Landscape An:iliteeture -l '176 Hanoocli: street Suite 160 San Diel'), C.4. 92110 1119•295•5115 Fu: 619•297•235' - DATE INITIAL 3.3.2.2. 3.3.2.3. 3.4. 3.4.1. 3.4.2. 3.4.3. 3.4.4. 3.4.5. 3.4.6. 3.4.7. APPROVED WHEN THE SPRINKLER SYSTEM IS COMPLETED PRIOR TO PLANTING, THE CONTRACTOR, IN THE PRESENCE OF THE ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE OF WATER AFFORDED THE PLANTING AREAS IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES. FINAL SITE OBSERVATION VISIT BY THE LANDSCAPE ARCHITECT AND PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL SITE OBSERVATION OF THE SPECIFIED LANDSCAPE MAINTENANCE PERIOD WORK. RECORD DRAWINGS: BEFORE FINAL ACCEPTANCE OF WORK, THE CONTRACTOR SHALL PROVIDE A RECORD SET Of DRAWINGS SHOWING THE SPRINKLER SYSTEM WORK. ANY CHANGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOWN ON DRAWINGS SHALL BE SO INDICATED ON THE RECORD DRAWINGS. VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS SHALL BE SHOWN ON THE RECORD DRAWINGS. ALL REMOTE CONTROL VALVES AND SHUT-OFF VALVES, SHALL BE LOCATED BY MEASURED DIMENSIONS. DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS AND SHALL BE TO THE NEAREST FOOT. ON THE INSIDE SURFACE OF THE COVER OF EACH AUTOMATIC CONTROLLER, PREPARE AND MOUNT A COLOR-CODED CHART SHOWING THE VALVES, MAINLINE, AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DRAWINGS. ONLY THOSE AREAS CONTROLLED BY THAT CONTROLLER SHALL BE SHOWN. THIS CHART SHALL BE A PLOT PLAN. ENTIRE OR PARTIAL, SHOWING BUILDING, WALKS, ROADS AND WALLS. A PHOTOSTATIC PRINT OF THIS PLAN, REDUCED AS NECESSARY AND LEGIBLE IN ALL DETAILS, SHALL BE MADE TO A SIZE THAT WILL FIT INTO THE CONTROLLER COVER. THIS PRINT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND SHALL BE HERMETICALLY SEALED BY PLASTIC. THIS PLAN SHALL THEN BE SECURED TO THE BACK OF THE ENCLOSURE DOOR. ON THE INSIDE SURFACE OF EACH REMOTE CONTROL VALVE BOX, WRITE THE VALVE DESIGNATION NUMBER IN PERMANENT BLACK MARKER OR PAINT. DO NOT WRITE ON VALVE BOX LID. IMMEDIATELY UPON THE INSTALLATION OF ANY BURIED PIPE OR EQUIPMENT, THE CONTRACTOR SHALL INDICATE ON THE DRAWINGS THE LOCATIONS OF SAID EQUIPMENT. DIMENSIONS SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH AS BUILDINGS, SIDEWALKS, CURBS AND DRIVEWAYS. FOR PLANTING AS-BUILTS AND IRRIGATION ONLY, TilLE INCLUDING PRECISE RE:l,lt'IIEO BY: LOCATION OF PLANTING AREAS . IN9'EC'lllR ISH3TII Cl1Y OF CARLSBAD Pl.ANNING DEPARTMENT IRRIGATION SPECIFICATIONS FOR: t>An: IIA1E IIS1Ess 1 ' CARLSBAD COMPANY STORES ~ASE TWO APPROVED:___...,---/b, '.1 f,! -7-7'7 ASSISTANT= , .. RECTOR DA'lt: DATE INITIAL DATE INITIAL DWN, BY: PRO,,f;CT ND. 0RA'MNG NO. QIKl)BY: SDP96-03 351-9M REVISION DESCRIPTION RWID BY: 4,8 ,q4 ENGINEER OF WORK CMWD 96-C 440 H: \98063-01\BLANK.0WG I I I I S~mbol CAP MAINLINE FOR FUTIJRE USE AND INSTALL IN VALVE BOX. IRRl6ATION LE6END SPRAY HEADS ~ 13 □ ~ -8 ~ IL □ 11.. ~ It ""1 ~ Desc.rlptlon PSI RQd ~ It b 4" -RAINBIFW 1e,04 SAM-PCS-I5 =30 15' • RAINBI~ 1404 SERIES TREE BUBBLER 50 - * OLSON EH-I2 MUL Tl-OUTLET DRIP EMITTER 50 - S Remote Control Valve -Ralnblrct PE:5-PR56, Series - Size ae Noted .,._. Ball Valve -Yiilklne eso Ser1ee -Line Size --Pressure Me!inllne -C.le!es 5I5/Sch 40 PVC --Non-Pressure Leltere!I Lines, -Sch 40 PVC. = = = = Sleeves -Schedule 40 PVC. Controller station Number Remote Control YQlve Size ISallons Per Minute (Flol"I) GENERAL NOTES, I. LOC.ATION OF ALL MAINLINES ARE DIAGRAMMATIC. AND 5HOV'iN FOR CLARITY. LOCATE IN PLANTING AREAS V'iHERE POSSIBLE. 2. ALL MAINLINES AND LATERAL LINES BENEATH PAVIN6 SHALL BE SLEEVED ~HETHER SHOV'IN OR NOT ON THE DRA~IN6S. 9. ALL PORTABLE POTS AS SHOV'iN ON THE PLANTIN6 PLANS SHALL 6E HAND ~TERED. G ·" - - 6PM H I.c:i - - F VAN Dtl. Sht. 9.e var. c t, 1.0 - 2 5PH IS t, F 6 A 6 6 t, D 6 D t, E b G-1 1-12 11 50 SEE SHEETS 2-S FOR IRRIGATION SPEC.IFIC.ATIONS SEE SI-IEJ:T b FOR IRRl6ATION DETAILS CONTRACTOR/OPERATOR SHALL ONLY APPLY SlJFFIC.IENT Y'{ATER TO PROMOTE HEALTHY 6-RO~TH OF THE PLANT MATERIAL. AT NO TIME V'IILL THE CONTRACTOR/OPERATOR APPLY Y'{ATER AT A RATE OR FREQUENCY V'IHICH C.AlJSES RUNOFF OR SOIL SATURATION. G-8 1-12 11 24 15 G-1O 1-12 11 11 CONTRACTOR TO REMOVE EXI5TIN6 RECLAIMED Y'{ATER SYSTEM, IN TEMPORARY PAD AREAS. CAP MAINLINE, REMOVE VALVES AND REPR06RAM C.ONTROLLERS. APPROVED .-----POINT OF C.ONNECTION TO EXISTIN6 1-1/2" DOMESTIC. V'IATER MAIN CONNEC.T C.ONTROL V'IIRES TO EXISTIN6 CONTROLLER "C" CONTROL V'IIRES PROVIDE CONCRETE VALVE BOX 1/'1/ METAL C.OVER FOR POINT OF CONNECTION COORDINATE Y'I/PAVING CONTRAGTOR TO INSURE THAT VALVE 60X IS LOCATED TO C.ONFORM TO PAVIN6 PATTERN. 0 4' e,• lb' I I I KEY MAP AS-BUIL TS FOR PLANTING ~ DELORENZO AND IRRIGATION ONLY, DAlE INCORPORATED llllE llliil~II INCLUDING PRECISE * 1 t//J+" RE'IDED BY: LOCATION OF PLANTING ~Qo~ -AREAS. INSPECTOR DAlE Planning Landscape I S4EET 11 Ctl'Y OF c.ARl.SBAD 11 5101 ~ ~ING CEl'ARlMENT -1'1'76 llmcocl:: stnet. Suite 150 IRRIGATION PLAN FOR, CARLSBAD COMPANY STORES San Diet<>, CA 82110 PHASE TWO 1118•2915•5115 -l'u: B18•llll7•29M APPROVED:~ d// {/ ,f,'l_-f_~ -ASSISTANT P !llRECTOR DAlE 4-8-99 DAlE INITIAL DA1E INITIAL DA1E INlllAL DWN. IIYl I SDP96N~o3 I I ORAWIIG 110. I CHICO BY, ENGINEIR OF WORK REVISION DESCR'IPTION RWD BY, 351-9M CMWD 96-C 440 H: \88063-01\CB2-21RR.DWG (D PLASTIC VALVE BOX V'llTH LOCKING COVER. @ 2" IN SHRUB AREAS. @) V'lATERTIGHT V'llRE CONNECTORS. @ CONTROL V'llRES, BUNDLE AND TAPE (V'l/24"MIN. EXTRA rilRE). @ REMOTE CONTROL VAL VE. @ SOLENOID. G) PVC SCH 80 UNION. @ PVC SCH 40 FEMALE ADAPTER. @ PVC NON-PRESSURE PIPE. @ PVC SCH 80 NIPPLE(LENGTH AS REQUIRED -TYPICAL). @ 2X4X8 BRICK OR CONCRETE BLOCKING. (4 PER BOX). @ PVC SCH 40 TEE (SxSxS) OR ELL (SxS) ON MAINLINE. @) 4" MIN. OF PEA GRAVEL. 43) PVC PRESSURE PIPE. A REMOTE CONTROL VAL VE NO SCALE ,..-------j 4 6" MIN CD COMPACT BACKFILL TO APPROXIMATE COMPACTION OF SURROUNDIN6 6RADE TO PREVENT DEPRESSION AFTER SETTLING. @ FINISH SURFACE. @) NON-PRESSURE LATERAL LINE. @ PRESSURE MAIN LINE. @ DIRECT BURIAL, LOV'l VOLT AGE CONTROL J/'IIRES, TIE TO MAINLINE @ 10 FT. O.C. NOTE, SEE SLEEVING DETAIL FOR TRENCHIN6 IN PAVED AREAS. @f-----....!....:TR~EN:.....:..:G=--H:.......:....:.I N=-=G:...___ ________ _ NO SCALE ~--;2 NOTE, ALL HEADS TO BE KEPT A MIN. OF 12" FROM ANY HARDSCAPE SURFACE. 4l---~ 5 )-------' CJ) FLOOD BUBBLER. @ PVC SCH. 80 NIPPLE. @ FINISH GRADE. @ STREET ELL, TYPICAL. (3 REQ'D.). @ 1/2" PVC SCH. 80 NIPPLE, 6" MIN. LENG>TH. @ PVC SCH. 40 TEE SxSxT. (!) PVC LATERAL LINE. @ DEPTH-SEE SPECIFICATIONS. (2\G ~B==--=--=UB=-.:B=-.:L=-=E=-=R____:....H_:_E_A_D_O_N_R_I S_E_R ____ _ ~ NO SC-ALE ~ ~2 CD MIN. 10" DIA. ROUND GREEN PLASTIC VALVE BOX ril BOLT DOriN COVER. ® @ I" IN LAriN AREAS, 2" IN GROUND COYER AREA. @ BRASS BALL VALVE. @ INTEGRAL UNIONS. ® PVC SCH. 40, 45% ELL (TYP.) ® PVC PRESSURE MAINLINE PIPE. G) 4" MIN. PEA GRAVEL. ® 2" X 4" X 8" BRICK OR CONCRETE BLOCKING. (4 PER BOX). ® DEPTH-SEE TRENCHING DETAIL. @ PVC SCH. 80 NIPPLE. CD POP-UP SPRAY HEAD @ STREET ELL, TYPICAL. (3 REQ'D). V'l/ PURPLE CAP (TURF AREA).@ SCH. 80 NIPPLE, 6" HIN. @ FINISH GRADE. LENGTH. @ SPRAY HEADS TO BE @ PVC SCH. 40 TEE SxSxT. 4" CLEAR OF ALL G) PVC LATERAL LINE. HARDSGAPE SURFACES. @ DEPTH-SEE SPECIFICATIONS. B 1----.::.B..'........:R::...._A-=-=S=-=S:...__=-:...._BA=L=L_V..::........:A----'-=.L V--=---=E ______ _ NO SCALE G POP-UP SPRAY HEAD NOTE, ALL SLEEVES TO BE PVC.. SCH. 80 AND TJ.-ilC.E THE DIA. OF THE J.-iORKING FIFE. ALL SLEEVES TO RUN A MIN. OF 12" BEYOND HARDSGAFE EDGES. CLEAN BACKFILL MAY BE SUBSTITUTED FOR SAND UNDER V'lALKS AND DRIVES. (D HARDSCAPE SURFACE, SEE PLANS. ~ CLEAN BACKFILL AS REQUIRED. REFER TO ENGINEERIN6 PLANS FOR SPECIFIC MATERIAL AND COMPACTION REQUIREMENTS. @ CLEAN SAND. @ LATERAL LINE V'l/ SLEEVE. @ PRESSURE MAIN LINE V'l/ SLEEVE. @ CONTROL rilRES OR CONTROLLER HARD V'llRE SLEEVE. G) HIN. DEPTH: 12" -LATERALS UNDER V'lALKS. 18" -MAINS AND ~IRIN6 UNDER V'lALKS. 30"-MAINS, V'llRIN6 AND LATERALS UNDER DRIVE~AY AND STREETS NO SCALE CD MUL Tl-OUTLET DRI p EMITTER. @ OLSON 1302 DISTRIBUTION TUBING. @) OLSON BUG GAP. @ PVC SCH 80 RISER (LENGTH AS REQUIRED). @ 6" ROUND PIT VALVE BOX V'llTH BOLT DOV'lN TOP. @ BRICK OR CONCRETE SUPPORTS ON UNDISTURBED SUBGRADE. @PVC SCH 40 ELL (ST). @PVC SCH 40 TEE (SST). @ PVC NON-PRESSURE LINE. @ 2" BELO)l'II FINISH GRADE. @.) LOCKING TIE. {[_j) SET TOP FLUSH J/'IITH GRADE. @) EMITTER ACCESS BOX V'l! COVER - OLSON 6303. ®1-------.:::::...S~LE~E=-V.!.....l:....:....:N=-=G _________ _ NO SCALE G) PEA GRAVEL SUMP -6" DEPTH. @ PVC SCH 40 THREADED GAP. (@ OLSON 6185 TUBING> STAKE. (I)) PLANT ROOTBALL. DELORENZO INCORPORATED Planning Landscape Aidlitecture - 1775 llanc<>ek street Suite 150 San Diero, CA 92110 819•295•51Hi Fu: 619•297•2354 4-8 99 F MUL Tl-OUTLET DRIP ~/END FLUSH GAP NO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. AS-BUil TS TITI.E ------- ~EVIEVED BY: INSPECTOR DATE DATE 1--------.---r----L__ ____ ----r_,-----,---,------t ~ I Cll'Y OF CARLSBAD ~ PL»ININC DEPARTMENT IRRIGATION DETALS FOR, CARLSBAD COMPANY STORES Pl::IASE TWO ~-----+--+----------+-----j---t-----t------J =AP=PR=O~,.....,D.--.;: a..;-6i--_;{3~-~~~~'_f!_..::::__ __ ___/Jj':.-7,,-9'9 ~-----+--+----------+-----j---t-----t------J =•SSl=ST=AN=T=PUN=,,.._=-:;=EC;::::TOR:::::::::=====:;--;:::.===="ft=,.--«=~ I D\\N. BY: I PROJECT ND-DRAWING NO. DATE INl11AL ENGINEER r:K WOftK REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: --SOP 96-03 351-9M RVWO BY: _ CMWD 96-C 440 h:0906:,01\CB-OTIRROWG SECTION 02900 -LANDSCAPE WORK PART 1 -GENERAL 1.1. 1.1.1. 1.2. 1.2.1. 1.2.2. 1.3. 1.3.1. 1.3.2. 1.3.2.1. 1.3.2.2. 1.3.2.3. 1.3.2.4. 1.3.2.5. 1.3.2.6. 1.4. 1.4. 1. 1.4.2. 1.4.2.1. 1.4.2.2. 1.4.2.3. 1.4.3. 1.4.3.1 1.4.3.2. 1.4.3.3. 1.4.3.4. RELATED DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. SUMMARY: THIS SECTION INCLUDES PROVISIONS FOR THE FOLLOWING ITEMS: TREES. SHRUBS. PLANTS. LAWN SOIL AMENDMENTS. FINISH GRADING. MAINTENANCE PERIOD. RELATED SECTIONS: UNDERGROUND SPRINKLER SYSTEM CONTAINS REQUIREMENTS THAT RELATE TO THIS SECTION. QUALITY ASSURANCE: THE CONTRACTOR SHALL SPECIALIZE IN LANDSCAPE WORK AND POSSESS ALL LICENSES AND PERMITS REQUIRED TO PERFORM THE WORK INCLUDING PEST CONTROL APPLICATOR'S AND C-27 LANDSCAPING LICENSES. SOURCE QUALITY CONTROL: GENERAL: SEND LANDSCAPE MATERIAL CERTIFICATES OF INSPECTION REQUIRED BY GOVERNING AUTHORITIES TO THE LANDSCAPE ARCHITECT FOR REVIEW. COMPLY WITH REGULATIONS APPLICABLE TO LANDSCAPE MATERIALS. DO NOT MAKE SUBSTITUTIONS. IF SPECIFIED LANDSCAPE MA TERI AL IS NOT OBTAINABLE, SUBMIT PROOF OF NON-AVAILABILITY TO LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT SHALL SPECIFY ALTERNATE MATERIAL. CITY INSPECTOR MUST REVIEW/APPROVE ALL SUBSTITUTIONS PRIOR TO INSTALLATION. ANALYSIS AND STANDARDS: PACKAGE STANDARD PRODUCTS WITH MANUFACTURER'S CERTIFIED ANALYSIS. FOR OTHER MATERIALS, PROVIDE ANALYSIS BY RECOGNIZED LABORATORY MADE IN ACCORDANCE WITH METHODS ESTABLISHED BY THE ASSOCIATION OF OFFICIAL AGRICULTURE CHEMISTS, WHEREVER APPLICABLE. TREES, SHRUBS, AND PLANTS: PROVIDE TREES, SHRUBS, AND PLANTS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI 260.1 "AMERICAN STANDARD FOR NURSERY STOCK". PROVIDE HEALTHY, VIGOROUS STOCK, GROWN IN A RECOGNIZED NURSERY IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN-SCALD, INJURIES, ABRASIONS. OR DISFIGUREMENT. WHERE FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF TREES OR SHRUBS ARE SHOWN, SELECT STOCK FOR UNIFORM HEIGHT AND SPREAD. SELECTION: THE LANDSCAPE ARCHITECT MAY CHECK TREES AND SHRUBS EITHER AT PLACE OF GROWTH OR AT SITE BEFORE PLANTING, FOR COMPLIANCE WITH REQUIREMENTS FOR GENUS, SPECIES, VARIETY, SIZE, AND QUALITY. THE CONTRACTOR SHALL SUBMIT PHOTOGRAPHS TO LANDSCAPE ARCHITECT OF TYPICAL TREES (15 GAL. AND LARGER CONTAINER SIZES) FOR LANDSCAPE WORK LANDSCAPE ARCHITECT RETAINS RIGHT TO FURTHER CHECK TREES ANO SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY 1lME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. SUBMITTALS: GENERAL: SUBMIT THE FOLLOWING IN ACCORDANCE WITH CONDITIONS OF CONTRACT AND DIVISION 1 SPECIFICATION SECTIONS. PLANT AND MATERIAL CERTIFICATIONS: CERTIFICATES OF INSPECTION AS REQUIRED BY GOVERNMENTAL AUTHORITIES. MANUFACTURER'S OR VENDOR'S CERTIFIED ANALYSIS FOR SOIL AMENDMENTS AND FERTILIZER MATERIALS. LABEL DATA SUBSTANTIATING THAT PLANTS, TREES, SHRUBS AND PLANTING MATERIALS COMPLY WITH SPECIFIED REQUIREMENTS. SOIL TESTING: UPON COMPLETION OF GRADING OPERATIONS, SUBMIT ONE REPRESENTATIVE SOIL SAMPLE FOR EACH DIFFERENT SOIL TYPE AND CONDITION FOR AGRICULTURAL SUITABILITY TESTING. SOIL SAMPLES SHALL REPRESENT A CROSS SECTION OF SOIL CONDITIONS PRESENT AT THE SITE. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY PRE-APPROVED BY THE CITY. TESTS SHALL INDICATE ORGANIC MATTER CONTENT; N, P, K; PH; EC; SOIL TEXTURE; RECOMMENDATIONS FOR AMENDMENTS, LEACHING AND MAINTENANCE FERTILIZATION. SOIL TEST RESULTS AND RECOMMENDATIONS OF THE LABORATORY SHALL BE SUBMITTED TO THE CITY AND THE LANDSCAPE ARCHITECT FOR APPROVAL ANO-INCORPORATION INTOPLANS. PRODUCTS SPECIFIED BY PRODUCT NAME BY THE SOILS TESTING LAB IN THE RECOMMENDATIONS MAY BE SUBSTITUTED WITH "OR EQUAL" PRODUCTS APPROVED BY THE CITY. 1.5. DELIVERY, STORAGE AND HANDLING: 1.5.1. 1.5.3. 1.5.4. PACKAGED MATERIALS: DELIVER PACKAGED MATERIALS IN CONTAINERS SHOWING WEIGHT, ANALYSIS, AND NAME OF MANUFACTURER. PROTECT MATERIALS FROM DETERIORATION DURING DELIVERY, AND WHILE STORED AT SITE. TREES ANO SHRUBS: DO NOT PRUNE PRIOR TO DELIVERY UNLESS OTHERWISE APPROVED BY LANDSCAPE ARCHITECT. DO NOT BEND OR BIND-TIE TREES OR SHRUBS IN SUCH MANNER AS TO DAMAGE BARK, BREAK BRANCHES, OR DESTROY NATURAL SHAPE. PROVIDE PROTECTIVE COVERING DURING DELIVERY. DO NOT REMOVE CONTAINER-GROWN STOCK FROM CONTAINERS UNTIL PLANTING TIME. 1.6. JOB CONDITIONS: 1.6 1. UTILITIES: DETERMINE LOCATION OF UNDERGROUND UTILITIES AND PERFORM WORK IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE. HAND EXCAVATE, AS REQUIRED. MAINTAIN GRADE STAKES SET BY OTHERS UNTIL REMOVAL IS MUTUALLY AGREED UPON BY PARTIES CONCERNED. 1.62 EXCAVATION: WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, NOTIFY LANDSCAPE ARCHITECT BEFORE PLANTING. 1.7. SEQUENCING AND SCHEDULING: 1.7.1. PLANTING TIME: PROCEED WITH, AND COMPLETE LANDSCAPE WORK AS RAPIDLY AS PORTIONS OF SITE BECOME AVAILABLE. WORK SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER ANO SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. 1.7.2 SODDED LAWN: TIME DELIVERY SO THAT SOD WILL BE PLACED WITHIN 24 HOURS AFTER STRIPPING. PROTECT SOD AGAINST DRYING AND BREAKING OF ROLLED STRIPS. 1.8. SPECIAL PROJECT WARRANTY: 1.81. WARRANTY GROUNDCOVERS THROUGH SPECIFIED MAINTENANCE PERIOD, AND UNTIL FINAL ACCEPTANCE. 1.8.2. WARRANTY SHRUBS FOR A PERIOD OF 120 DAYS AFTER DATE OF FINAL ACCEPTANCE. 1.8.3. WARRANTY TREES, FOR A PERIOD OF ONE YEAR AFTER DATE OF SUBSTANTIAL COMPLETION, AGAINST DEFECTS INCLUDING DEATH, POOR GROWTH OR FORM. 1.84. REMOVE AND REPLACE TREES, SHRUBS, OR OTHER PLANTS FOUND TO BE DEAD OR IN UNHEALTHY CONDITION DURING WARRANTY PERIOD. MAKE REPLACEMENTS WITHIN 14 CALENDAR DAYS OF NOTIFICATION. REPLACE TREES AND SHRUBS WHICH ARE IN DOUBTFUL CONDITION AT ENO OF WARRANTY PERIOD; UNLESS, IN OPINION OF LANDSCAPE ARCHITECT, IT IS ADVISABLE TO EXTEND WARRANTY PERIOD FOR A FULL GROWING SEASON. 1.8.5. ANOTHER WARRANTY SITE OBSERVATION VISIT WILL BE CONDUCTED AT THE END OF EXTENDED WARRANTY PERIOD, IF ANY, TO DETERMINE ACCEPTANCE OR REJECTION. REPLACEMENT SHALL BE THE PLANTS USED FOR SAME KIND AND SIZE AS SPECIFIED FOR LANDSCAPE WORK. REPLACEMENTS SHALL BE FURNISHED, AND PLANTED AS ORIGINALLY SPECIFIED. PART 2 -PRODUCTS 2.1. SOIL AMENDMENTS: 2.1.1. ORGANIC SOIL AMENDMENT SHALL BE A BLENDED COMMERCIALLY PROCESSED SOIL CONDITIONER CONSISTING OF AN ORGANIC- BASED CONDITIONER, PREPARED BY MIXING A LIGHT, FRIABLE, SILICEOUS MATERIAL WITH NITROGEN-FORTIFIED, FINELY GROUND BARK, WOOD CHIPS AND/OR SAW DUST. THE MATERIAL SHALL CONTAIN A LONG-LASTING FORM OF IRON AND SHALL BE WILBUR- ELLIS "ORGANO-LIFE" SOIL AMENDMENT OR APPROVED EQUAL. 2.1.2. COMMERCIAL FERTILIZER: COMPLETE FERTILIZER OF NEUTRAL CHARACTER, PER THE SOIL TEST RECOMMENDATIONS. FOR BIDDING PURPOSES USE 16-6-8. 2.1.3. PLANT TABLETS: AGRIFORM (20-10-5) BLUE CHIP TABLETS 5 OR 21 GRAM 2.1 .4. IRON SULPHATE: IRON SHALL BE EXPRESSED AS METALLIC-DERIVED FROM SULFATE-DEEP GREEN (FES04•H2O) A MINIMUM ANALYSIS OF 200% AND 98.3% RETAINED ON A 10 MESH SCREEN. 2.1.5. GYPSUM: AGRICULTURAL GRADE GYPSUM SHALL BE A (CAS04•H20) CALCIUM SULFATE 94.3%. 90% SHALL PASS A 50 MESH SCREEN. 2.2. PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF EXCAVATED SOIL FROM THE PITS ANO SOIL AMENDMENTS AT THE RATE RECOMMENDED IN THE SOIL TEST RESULTS. THE FOLLOWING SCHEDULE IS FOR B!DDING PURPOSES ONLY: ON-SITE SOIL I 6 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT/ 4 PARTS BY VOLUME COMMERCIAL FERTILIZER (16-6-8) / 1 LB. PER CU. YD. OF MIX IRON SULFATE/ 2 LBS. PER CU. YD. OF MIX 2.3. PLANT MATERIALS: 2.3.1. QUALITY: PROVIDE TREES, SHRUBS, AND OTHER PLANTS OF SIZE, GENUS, SPECIES, AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI 260.1 "AMERICAN STANDARD FOR NURSERY STOCK." 2.3.2. CONTAINER STOCK (1 GAL., 5 GAL., 15 GAL., BOXES) SHALL HAVE BEEN GROWN IN CONTAINER FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. 2.3.3. TREES: PROVIDE TREES OF HEIGHT AND WIDTH SCHEDULED OR SHOWN ANO WITH BRANCHING CONFIGURATION RECOMMENDED BY ANSI 260.1 FOR TYPE AND SPECIES REQUIRED,. UNLESS OTHERWISE SPECIFIED QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. PROVIDE SINGLE STEM TREES EXCEPT WHERE SPECIAL FORMS ARE SHOWN OR LISTED. 2.34. 2.4, 2.4. 1. 2.4.2. SHRUBS: PROVIDE SHRUBS OF THE HEIGHT AND WIDTH SHOWN OR LISTED REQUIRED BY ANSI 260.1 FOR TYPE AND HEIGHT OF SHRUB REQUIRED. GROUNDCOVER MATERIALS: SOD: PROVIDE STRONGLY ROOTED SOD, NOT LESS THAN 2 YEARS OLD, FREE OF WEEDS AND UNDESIRABLE NATIVE GRASSES, AND MACHINE CUT TO A PAD THICKNESS OF 3/4 INCH (PLUS OR MINUS 1/4 INCH), EXCLUDING TOP GROWTH AND THATCH. PROVIDE ONLY SOD CAPABLE OF VIGOROUS GROWTH AND DEVELOPMENT WHEN PLANTED (VIABLE, NOT DORMANT). PROVIDE SOD OF UNIFORM PAD SIZES WITH MAXIMUM 5 PERCENT DEVIATION IN EITHER LENGTH OR WIDTH. BROKEN PADS OR PADS WITH UNEVEN ENDS WILL NOT BE ACCEPTABLE. SOD PADS INCAPABLE OF SUPPORTING THEIR OWN WEIGHT WHEN SUSPENDED VERTICALLY WITH A FIRM GRASP ON UPPER 10 PERCENT OF PAD WILL BE REJECTED. PROVIDE TYPE AS INDICATED IN THE PLANT LEGEND. 2.5. MISCELLANEOUS LANDSCAPE MATERIALS: 2.5.1. VINE TIES SHALL BE TWO PART, NON-METALLIC CONSISTING OF A CEMENTABLE WALL DISC AND A SEPARATE TIE PART 3 -EXECUTION 3.1. 3.1.1. 3.1.2 3.1.3. 3.1.4. 31 5. 3.2. 3.2.1. 3.2.2. 3.2.3. 32.4. 3.2.5. 3.2.6. 3.3. 3.3.1. 3.3.2. 3.3.2.1. PREPARATION -GENERAL: ALL ROCK AND OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT SHALL BE REMOVED FROM THE SITE. GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCY BETWEEN THE·DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND NOT GUARANTEED. CHECK AND VERIFY COUNT ANO SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. CERTIFY ANY CLARIFICATIONS WITH THE LANDSCAPE ARCHITECT. ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE SOIL AMENDING, PLANTING AND GRADING OPERATIONS. CONTRACTOR SHALL SUPPLY SIGNED COPIES OF REQUIRED CERTIFICATES, TRIP SLIPS, AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL QUANTITIES OF EACH MATERIAL FURNISHED AGAINST THE TOTAL AREA TO EACH OPERATION. IF THE MINIMUM SOIL PREPARATION RATES OF APPLICATION HAVE NOT BEEN MET, THE LANDSCAPE ARCHITECT WILL REQUIRE AT NO COST TO OWNER, THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. FINISH GRADING: FINISH GRADING: FINISH GRADES SHALL BE AS INDICATED ON THE CIVIL ENGINEER'S DRAWINGS AND LANDSCAPE DRAWINGS. FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER COMPACTED AND SETTLED SURFACE GRADES; AND SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE DRAWINGS. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILUNG AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING HIS GRADING ANO CONDITIONING OPERATIONS. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS. FINISH GRADE SHALL MATCH THOSE OF THE CIVIL ENGINEER'S DRAWINGS. FINAL GRADES SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. PREPARATION FOR PLANTING AREAS: PRIOR TO PLANTING, THE CONTRACTOR SHALL APPLY PRE- EMERGENT, TRANSLOCATIVE. SYSTEMIC HERBICIDE ("ROUND-UP" OR EQUAL) TO KILL ALL BROADLEAF WEEDS AND GRASSES PRESENT IN PLANTING AREAS ACCORDING TO MANUFACTURER'S DIRECTIONS. DEAD PLANT MATERIAL SHALL BE REMOVED FROM THE SITE. REPEAT PROCESS IF REQUIRED BY THE LANDSCAPE ARCHITECT. HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA. SOIL CONDITIONING, FERTILIZING & ROTOTILLING: AFTER THE PLANTING AREAS HAVE BEEN GRADED, APPLY SOIL AMENDMENTS AND INITIAL FERTILIZERS AS SPECIFIED IN ALL GROUNDCOVER AREAS WITH A SLOPE OF 3:1 OR FLATTER. THESE AREAS SHALL BE CROSS-RIPPED IN TWO DIRECTIONS TO A DEPTH OF 9 INCHES MINIMUM BELOW FINISH GRADE. DURING THIS OPERATION, ALL STONES OVER 1 INCH IN GREATEST DIMENSION SHALL BE REMOVED. REMOVE HIGH AREAS AND FILL IN DEPRESSIONS. TILL TO A DEPTH OF NOT LESS THAN 6 INCHES BY ROTOTILLING A MINIMUM OF TWO (2) ALTERNATING PASSES. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE, FREE OF LUMPS, CLODS, STONES, ROOTS AND OTHER EXTRANEOUS MATTER. GRADE SHALL BE RETURNED TO THE CONDITION OF APPROVED BY THE CIVIL ENGINEER. PRIOR TO PREPARATION OF UNGRADED AREAS DESIGNED TO BE LANDSCAPED, REMOVE EXISTING VEGETATION AND WEEDS. PROPERLY DISPOSE OF SUCH MATERIAL OUTSIDE OF OWNER'S PROPERTY. ,~ DELORENZO ?.::ae~ INCORPORATED Ii! .,. -11 •. . p_, 1111;1~11 ' J0 ,:;, I' *I .I ''I'" ~Q>~ Planninc Landscape Anbit.ecture - 1776 Hancock street Suite 150 81111 Dieao, C! 92110 8111 • 21111 •611 Ii Pu: 6111•297•235' - DATE INITIAL 3.3.2.1.1. 3.4. 3.4.1. 3.4.1.1. 3.4.1.2. 3.4.1.3. 3.5. 35.1. 3.5.2. 3.5.3. 3.5.4. 3.5.5 3.5.6. 3.5.7. 3.6. 3.6.1. 3.6.2. 3.6.3. 3.7. 3.7.1. 3.8.2. APPROVED SOIL AMENDMENTS SHALL BE APPLIED AT THE RATES RECOMMENDED BY THE SOIL TESTING LAB. THE FOLLOWING SCHEDULE IS FOR BIDDING PURPOSES ONLY. ADJUSTMENTS MAY BE NECESSARY. ORGANIC AMENDMENT: 4 CU. YD. PER 1,000 SQ. FT. SOIL SULFUR: 10 LBS PER 1,000 SQ. FT. PRE-PLANT FERTILIZER {16-6-8): 15 LBS PER 1,000 SQ. FT. EXCAVATION FOR TREES AND SHRUBS: CONTAINER GROWN STOCK IN CANS SHALL BE REMOVED WITHOUT DISTURBING THE ROOT BALL STOCK GROWN IN BOXES SHALL HAVE BOTTOMS REMOVED. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREAS OR FROM THE SITE. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB, REMOVE SIDES OF BOXES AND HOLD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED AROUND EACH ROOT BALL. FOR CONTAINER GROWN STOCK, EXCAVATE AS SPECIFIED FOR SIZE OF CONTAINER WIDTH AND DEPTH. DISPOSE OF EXCESS SUBSOIL REMOVED FROM PLANTING EXCAVATIONS FILL EXCAVATIONS FOR TREES AND SHRUBS WITH WATER AND ALLOW WATER TO PERCOLATE OUT PRIOR TO PLANTING. PLANTING TREES AND SHRUBS: ALL PLANTS SHALL BE SET AT SUCH A LEVEL THAT AFTER SETTLING, THE CROWN SHALL BE ONE INCH ABOVE THE SURROUNDING FINISH GRADE. PLANTING TABLETS SHALL BE PLACED IN EACH TREE PLANTING HOLE AT THE FOLLOWING RATE: 1-21 GRAM TABLET PER 1 GALLON CONTAINER. 3-21 GRAM TABLETS PER 5 GALLON CONTAINER. 4-21 GRAM TABLETS PER 15 GALLON CONTAINER. 1-21 GRAM TABLET PER EACH 4 INCH OF BOX SIZE. 1-5 GRAM TABLET PER FLATTED OR LINER PLANT. NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION. WATER BASIN SHALL BE FORMED AROUND EACH TREE AND SHRUB PER DETAIL ALL PLANTS SHALL BE THOROUGHLY WATERED IMMEDIATELY AFTER PLANTING. CONTRACTOR SHALL PRUNE, THIN OUT, AND SHAPE TREES AND SHRUBS ONLY WHEN DIRECTED BY THE LANDSCAPE ARCHITECT. IT SHALL BE DONE IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICE. PRUNE TREES TO RETAIN REQUIRED HEIGHT AND SPREAD. UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT, DO NOT CUT TREE LEADERS, AND REMOVE ONLY INJURED OR DEAD BRANCHES FROM FLOWERING TREES, IF ANY. PRUNE TREES ANO SHRUBS TO RETAIN NATURAL CHARACTER. REMOVE AND REPLACE EXCESSIVELY PRUNED OR MISFORMEO STOCK. REMOVE NURSERY STAKES ON ALL VINES AND ATTACH TO ADJACENT WALLS OR TRELLISES WITH VINE TIES. SODDING NEW LAWNS: LAY SOD WITHIN 24 HOURS FROM TIME OF STRIPPING. DO NOT PLANT DORMANT SOD. LAY SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS ANO SIDES OF SOD STRIPS; DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. WORK FROM BOARDS TO AVOID DAMAGE TO SUBGRADE OR SOD. TAMP OR ROLL LIGHTLY TO ENSURE CONTACT WITH SUBGRADE. WORK SAND INTO MINOR CRACKS BETWEEN PIECES OF SOD; REMOVE EXCESS TO AVOID SMOTHERING OF ADJACENT GRASS. WATER SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING. POST FERTILIZATION: POST FERTILIZATION FOR ALL AREAS SHALL OCCUR AFTER PLANTING AT A RATE SPECIFIED IN THE SOIL TEST RECOMMENDATIONS. MAINTENANCE PERIOD: THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE, IRRIGATION, AND ALL OTHER INDICATED OR SPECIFIED WORK ON THIS PROJECT IS COMPLETE, CHECKED, ACCEPTED AND WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT IS GIVEN. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. FOR PLANTING AS-BUILTS AND IRRIGATION ONLY, 111\.E INCLUDING PRECISE REVIEWED BY: LOCATION OF PLANTING AREAS. INSPECTOR 1 sH7T 11 COY OF CAR1SBAD PLANNING OEPAR1MENT PLANTING SPECIFICATIONS FOR: OA'TE DA1t 11 s;EoTS 1 CARLSBAD COMPANY STORES ,PHASE TWO fr,-~~ APPRO\IE0:4<:?JY ASSISTANT ......,NINI'/ 1.111&:CTOR DA DATE I~ ITIAL DATE INITIAL (l'M<j_ BY: PRo..ECT ND. DAAWNG NO. CHKD BY: SDP96-03 351-9M REVISION DESCRIPTION RV'M) BY: 4-8 "f9 ENGINEEft Of WORK CMWD 96-C 440 H: \98063-01\BL.ANK.DWG Ul llJ ~ > 1---:t: \[) llJ :t: C, ~/:::::::~---·.:::::tr:::::: mitll!c!!li'millI:!E@:rn:::t 5}----l++!li~ ,',,',·,.·.·.-.,.,,:,:•:••:•:•:•:•:•:• @'------ CD ROOTSALL. @ CROV'-IN-1" ABOVE FINISH GRADE. @ FINISH GRADE. @ 2 X ROOTBALL DIA. @ BACKFILL MIX (SEE SPECS.). @ PLANT TABLETS (SEE SPEC.SJ. CT) I II MAX. DEPTH. @ TOP OF PAVING. @ 4" HIGH V'lATERING BASIN. @ UNDISTURBED SOIL. A 5HRUB PLANTINcS NO SCALE CD FRONDS -TIE V'-IITH SINcSLE STRAND OF ORcSANIC MATERIAL UNTIE AT END OF MAINTENANCE PERIOD. @ PALM TRUNK. @ 4" HlcSH V'-IATERINcS BASIN @ TOP OF PAVIN6. @ 111 IN SHRUB AREAS. @ BACKFILL MIX -100% HASHED SAND. G) 2 X V'-11 DTH OF ROOTBALL. @ UNDISTURBED SOIL. @ FINISH GRADE. @ PLANT TABLETS (SEE SPECS.) @ROOTBALL. @2' DIA. cSRAVEL SUMP (INNER MALL TREES) APPROX. DEPTH OF 5' OR UNTIL CONNECTION V'!ITH STORM DRAIN cSRAVEL BENEATH TREE. CONNEC. T HORIZONTALLY B IF REQUIRED. PALM PLANTINcS DETAIL NO SC.ALE I ~--14 '------I 5 CD PLANTER -SEE LEGEND. @ROOTBALL. @ BACKFILL MIX: 50% SAND 50% NITROLIZED, HINERALIZED SAJ/'lDUST. @ B" LAYER :1;2 CRUSHED ROCK. @ V'lEEP HOLES. @ FILTER FABRIC. CT) SAUCER. POT PLANTINcS DETAIL NO SCALE DELORENZO INCORPORATED 111111;1 Plannin& Landscape ArdntBCture - 1776 Han.cock street SUite 11\0 San Dieco, CA 82110 11111•296•6116 ru: 8111•297•235' - ~, '~~;~ .~ , .,,.\11,, ... f'f&. / : - ~/~ ~ct, DATE INITIAL SECTION 02900 -LANDSCAPE WORK (CONTINUED) 3.8.3. 3.8.4. 3.8.5. 3.8.6. 3.87 3.8.8. THE MAINTENANCE PERIOD SHALL CONTINUE UNTIL FINAL ACCEPTANCE, BUT IN NO CASE, LESS THAN 90 DAYS AFTER APPROVED COMPLETION OF THE LANDSCAPING. THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE LANDSCAPE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PL.ANTED MATERIAL ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTED THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE LANDSCAPE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL MAINTAIN TREES, SHRUBS, AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEAL THY GROWTH; CONTRACTOR SHALL RESTORE PLANT WATERING BASINS, TIGHTEN AND REPAIR SUPPORTS, RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. AND SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA. THE CONTRACTOR SHALL MAINTAIN SODDED LAWNS BY WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING, AND OTHER OPERATIONS SUCH AS ROLLING, REGRADING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. THE CONTRACTOR SHALL APPLY COMMERCIAL FERTILIZER (16-6-8) AT THE RATE OF 6 LBS. PER 1000 SQ_ FT 30 DAYS AFTER THE INITIAL PLANTING AND EVERY 30 DAYS THEREAFTER DURING THE CONTRACT MAINTENANCE PERIOD. 3.8.9. CONSTANT DILIGENCE SHALL BE MAINTAINED TO DETECT THE PRESENCE OF DISEASE, INSECTS, RODENT, AND/OR RABBIT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. 3.9. CLEANUP AND PROTECTION: 3.9.1. DURING THE LANDSCAPE WORK, KEEP PAVEMENTS CLEAN AND WORK AREA IN AN ORDEAL Y CONDITION. 3.9.2. PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, OPERATIONS BY OTHER CONTRACTORS AND TRADES, AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED LANDSCAPE WORK AS DIRECTED. 3.10. SITE OBSERVATION VISITS: 3.10.1. SITE OBSERVATION VISITS HEREIN SPECIFIED SHALL BE MADE BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL REQUEST SITE OBSERVATION IN 48 HOURS ADVANCE OF THE TIME OBSERVATION IS REQUIRED. 3.10.2. SITE OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: UPON COMPLETION OF FINISH GRADING PRIOR TO PLANTING. APPROVAL OF PL.ANT MATERIALS. WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. FINAL SITE OBSERVATION VISIT AT THE COMPLETION OF THE MAINTENANCE PERIOD. THIS SITE OBSERVATION VISIT SHALL ESTABLISH THE BEGINNING DATE FOR THE WARRANTY PERIOD OF Pl.ANT MATERIAL. UPON COMPLETION OF THE WARRANTY PERIOD. 3.10.3. THE CITY LANDSCAPE INSPECTOR SHALL OBSERVE AND APPROVE THE LANDSCAPE AT THE FOLLOWING PARTS OF WORK. SOIL AMENDING UPON COMPLETION OF FINISH GRADING PRIOR TO PLANTING. APPROVAL OF PL.ANT MATERIALS. FINAL SITE OBSERVATION VISIT AT THE COMPLETION OF THE FINAL SITE OBSERVATION VISIT AND THE WORK OF THIS SECTION. THE CONTRACTOR WILL BE NOTIFIED IN WRITING BY THE LANDSCAPE ARCHITECT (1) WHETHER THE WORK IS ACCEPTABLE: OR (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. 3.10.4 ACCEPTANCE: UPON COMPLETION OF THE FINAL SITE; OBSERVATION VISIT AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING (1) WHETHER THE WORK IS ACCEPTABLE; (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPT ANGE. 3 10.5 THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH SITE OBSERVATION VISIT BY THE LANDSCAPE ARCHITECT. AS-BUILTS APPROVED FOR PLANTING AND IRRIGATION ONLY, 1111..£ INCLUDING PRECISE IIE'IIEYIEO BY: LOCATION OF PLANTING AREAS. INlil'ECTCIR : Pl.ANNING DEPARlMENT L'.r:] I CITY OF C.ARlSBAD DAT!: DATE I ISH1EE0S I PLANTING DETAILS/ SPECIFICATIONS FOR: CARLSBAD COMPANY STORES PHASE TWO /-~ APPROVED: /!JL1 '/ JI Y.-7-Y9 ASSISTANt ~ CTOR DATE DATE INITIAL DATE INITIAL OWN. BY: ORAIIINO NO. I f'R().ECT NO. I CHKD BY: SDP96-03: 351-9M 4-, t3·"14 OIGIN£ER Cl' WOR!< REVISION DESCRIPTION kVWO BY: CMWD 96-C 440 H: \98063-01 \BLANK.DWG ~-----1---1-D_l_5_B_U_C ____ ,D 5 6'AL. P~ _____ 4_6_O_U_B_R_A __ ___, () 1-w w I u) I w z _J I \) ~ <( :r I I I I I I I I ,, ...... ,, ...... , ., °"""'-.....,-.,,, PLANT LEGEND S'l'MBOL BOTANIC.AL NAME TRFFf, PHO GAN PHOl:NIX GANAAIENSIS SHRLl6S ElUX JAP ElUXl.15 M. JAPONIGA PHO TEN PHORMIUM TENAX 'RIJBRIJM' STR. REG STRELITZIA Rl:elNAE: VINES i I I ..... "'·········-···· .. ·-···-·-. .... 144 BUX JAP 5 <SoAL. COMMON NAME GANAR'T' ISLAND PALM JAPANESE 00.>0't:)OD NB"l ZEALAND FLAX BIRD OF PARADISE BOIJRED eot./6AINVILLEA 'SAN DIEGO Rf:D' RED OOUGAINVILLEA F'lJPPLf BOUGAINVILLEA VIOLET TRUMPET VINE OOU 6RA OOUGAINVILLEA 'BRASILIENSIS' GL 'I' GAL GL 'T'TOSTOMA GALLISTEGIOIDES SIZE REMARKS 646 25' BROl"lN TRUNK 5 GALLON 12' O.C,, 5 5AL. GUANTITY e, 16E> 5 GALLON 2'-6" O.C. 92 5 GALLON 2'-0" O.G. 14 5 GALLON 3'x9' ESPALIOO REMOVE RACK/ 10 ATTAC;H TO TRELLIS/COLUMN 5 !$,ALLON 3'x9' ESPALIER/ REMOVE RACK/ ATTACH TO TRELLIS/COLUMN 5 GALLON 3'x9' ESPALIOO REMOVE RACK/ "I ATTACH TO TRELLIS/COLUMN DIS BUG DISTIGTIS ElUC,C,INATORIA BLOOD-RED TRUMPET VINE 5 GALLON 3'x3' ESPALIOO REMOVE RACK/ ATTAC;H TO TRELLIS/C.OUJMN II II TRA JA5 TRAGHELOSPf~ JASMINOIDES STAR JASMINE POT LEGEND S'T'M. POT DIMENSIONS PLANT MATERIAL SIZE @ S6"DIA PHOENIX ROESEl.fNII 24" oox LIRIOPE M.JSGARI I GALLON @ SE>"DIA FIGUS NITIDA 24" BOX ASPARAGIJ5 SF'RENGERII I GALLON © SE>"DIA STRELITZIA NICOLAI 24"00X PELARGONIUM PELTATUM I GALLON @ 2S"DIA LANTANA MONTIVIDENSIS 5 GALLON ® 2S"DIA PELAR.iSONIUM PEL TATUM I GALLON ® 28' DIA STR.ELITZIA REGINAE 5 GALLON @ 28"DIA BOIJGAINVILL.fA 'TtMPI..E: FIRf' 5 GALLON ® 45' DIA FIGUS NITIDA 24" oox PELARGONILJM PEL TATUM I GALLON 5 GALLON 3'x3' E5PALIOO RJ:MOVE RACK/ ATTACH TO TRELLIS/COLUMN GT'!' /POT POTS REG. REMARKS I 3 S' OVERALL HEIGHT (CONTAINf:R e:xGLUDe:D) e I s FOLIAGE Fill TO BASE (Ot"INER. SELEGTE:O) 4 DRAPE OVER EDGE OF POT I 2 4' OVERALL HEIGHT (CONTAINER e:xGUJDED) e DRAPE OVER EDGE OF POT 4 5 DRAPE OVER EDGE OF PLANTER "' 4 DRAPE OVER EDGE OF POT 3 e PLANT BALL TO BALL 9 4 DRAPE OVER EDGE OF PLANiER 8 MULTI TRUNK (Ot"INER. SELEGTE:O) 12 DRAPE OVER EDGE OF POT 92 PHO TEN 5 PHO CAN 5 6'AL. 6$6 5 CLY CAL 0 5 6'AL. 4 TR.A JA5 T 5 <SoAL. ·---·---------~ 4 BOU RED 5 6'AL. NOTE: I. CONTRACTOR TO LOCATE 5 -45" DIA. SY 36" HloH POTS/SAUCERS V'llTHIN LIMITS OF EXISTINo MALL UNDER THE DIRECTION OF THE OV'lNER. 2. POTS TO SE PROVIDED SY CANYON POTTERY/ TO MATCH EXISTINo POTS -ITALIAN TERRA COTTA V'llTH ROLLED RIM AND MATCHINo Fl6ER6'LASS SAUCER. (6Idf)2df8-54OO. SEE SHEETS 1-8 FOR PLANTIN6' SPECIFICATIONS SEE SHEET e FOR PLANTINo DETAILS DELORENZO INCORPORATED 1111~11 ~~ C.ONTRAC.TOR/OPERATOR SHALL ONLY APPLY SUFFICIENT V'lATER TO PROMOTE HEALTHY oROV'lTH OF THE PLANT MATERIAL. AT NO TIME V'llLL THE CONTRACTOR/OPERATOR APPLY V'lATER AT A RATE OR FREQUENCY V'lHICH CAUSES RUNOFF OR SOIL SATURATION. Planninc Landscape Aiddtrrture - 1ffl llmcocl:: strwt. Butte lliO San me,.,, CA. 1111110 819•281i•lil11i Fu: 819•29'7•231U - 4-l!-99 * 7/zruq,,, * r- ~Qr~ DATE INITIAL • SIIEET Cf ---- KEY MAP APP'ROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE INITIAL DATE INITIAL ENGINEER QF -,,; REVISION DESCRIPTION ··~···""''"·j 0 4' e,• 16' I I I SCALE, 1/6"=1'-o" AS-BUil TS DAlE Tin.E RE\'IEVEO BY: INSPECTOR DAlE I SgEET 11 11s,EalS 1 crr1· OF CARI.SBAD Pl.ANNING DEPARlMENT PLANTING PLAN FOR• CARLSBAD COMPANY STORES PHASE TWO - APPROVED: = / ,a,' -./// Y-~-7"9 ASSISTANT P• · ~RECTOR DAlE D"1'1. BY: PROJECT NO. DRAWING NO. CHKO BY: SDP 96-03 351-9M RVWD BY: CMWD 96-C 440 He \9S063-01 \CB2-21.A.OYIG ~~ ++---+>+-----6-----+-_B_O_U_R_E_D ___ ~ · · ; ... / ,.J 5 GAL. 2 BOU BRA F .----------;---------~ 5 GAL. ~----,., ,. / ./// i J<. ,' T :lilll!r• . ,;;_,,,< / ·. / / : 'lilt: / 4 C.LY C.AL /4 0 ~ t:., 5 GAL. i.,:.::c.:·:cc:·,r::cc:·cc:: "";i ...•......•. J'f'·:::c.::c:::::e.:,.:=.:::I \ , ...•..• Jf·:::c.:·.::::·.::c::::·.... . ·1 '· .. ,) t .. ,, ,. ··"".;"::;:;,,,~-- •.;f'.")! \/··.·.\!. i\.._ : =\ /< 'z' : .. t:f ,.·;z 1 TR.A JA5 T 0 15 GAL. °' 4 Dl5 BUC. 1§)---------+-------~ 5 GAL / . ·······-···--················~·---- / EXISTING TEMPORARY TURF AREA. ~. )·~, -~ SEE SHEET 'I FOR PLANTINIS LEISEND SEE SHEETS 1-e FOR PL.ANTINIS SPEC.IFIC.ATION5 SEE SHEET e>FOR PL.ANTINIS DETAIL.5 C.ONTRAC. TOR/OPERA TOR SHALL. ONLY APPLY SUFFICIENT J/'4.ATER TO PROMOTE HEAL THY 6-RO~TH OF THE PL.ANT MATERIAL.. AT NO TIME ~ILL THE C.ONTRAC.TOR/OPERATOR APPLY ~ATER AT A RATE OR FREQUENCY ~HICH C-AUSE5 RUNOFF OR SOIL SATURATION. DELORENZO INCORPORATED II Planning Landscape Ardiilectun, -17711 llancoclc lltnet. Suite 160 San Dle,o, CA 92110 9111•2116•111111 Fu: 8U1•21'7•2111W - 4-8-99 24 BUX JAF I 5 GAL. 1 5TR REG ---------+---------s I I I \ . --t I I I I I I I \J I-w w :t U) I w z _J :t \) I-< X SHEET q KEY MAP 5 GAL. B4B APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. PHO C.AN • 0 4' e,• 16' I I I SC.ALE, 1/e>"=l'-O" AS-BUILTS TITLE _______ _ REVIEWED BYl DATE l---+---------------+----+--+---+----1 Uill I Cfl'Y ~~ ~ I UQJ PLANTl',IQ PLAN FOR, CARLSBAD COMPANY STORES PHASE TWO t-----<---+------------+---+-------<t----< APPROVED: d ASSISTANT t-EN-o~-~--=-,~-AL-+---R-E_v_1 s-1o_N_D_E_s_cR_1_P_r1_o_N _--+_oA-1E--+-1-Nm_AL_o_A_1E __ 1N-m----1AL i.:~.:::1(1)::....:b:..:.:.Y,;-===-l I sop°"'95~ o3 I I 351•~ 9M CM D 96-C 440 H: \9e063-01\C82-1LA.DWG