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HomeMy WebLinkAboutDWG 468-5N; SDP 09-05; PALOMAR COMMONS - CALIFORNIA BANK & TRUST; 01-09LANDSCAPE PLANS FOR co (V) CALIFORNIA BANK & TRUST AT PALOMAR COMMONS N (V) PALOMAR AIRPORT ROAD AND EL CAMINO REAL, CARLSBAD GENERAL NOTES THE FOLLOWING GENERAL NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE LANDSCAPE ARCHITECT OF WORK. 1. 2. A. B. C. D. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. NOTES ARE DIRECTED TO THE WORK OF THE LANDSCAPE CONTRACTOR UNLESS NOTED ON PLANS. WORK NOT INTENDED TO BE UNDER LANDSCAPE CONTRACTOR'S CONTRACT: "N.LC." (NOT IN CONTRACT) "BY OTHERS" "EXISTING" (REFERS TO IMPROVEMENTS THAT ARE PRESENTLY ON THE SITE) "EXISTING NEW" (REFERS TO NEW IMPROVEMENTS BY OTHERS THAT WILL BE AVAILABLE FOR USE BY THE LANDSCAPE CONTRACTOR) CONTRACTOR SHALL VERIFY WITH LANDSCAPE ARCHITECT THAT PLANS ARE CURRENT AND APPROVED. WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARLSBAD. THESE PLANS ARE BASED ON PLANS PREPARED BY FUSCOE ENGINEERING. THE OWNER SHALL PROVIDE A COPY OF THE CURRENT ENG !NEERING SOILS REPORT TO THE CONTRACTOR WHO SHALL BECOME FAMILIAR WITH THE REPORT'S RECOMMENDATIONS PRIOR TO BEGINNING ANY WORK. THE CONTRACTOR SHALL COMPLY WITH THE REPORT'S RECOMMENDATIONS AS THEY RELATE TO HIS WORK, INCLUDING COMPACTION OF BACKFILL. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY AND/OR REQUIRED PERMITS AND PAY ALL RELATED FEES AND/OR TAXES REQUIRED TO INSTALL THE WORK ON THESE PLANS. THE CONTRACTOR SHALL BE APPROPRIATELY LICENSED AS REQUIRED BY THE STATE IN WHICH THE WORK TAKES PLACE. PRIOR TO INITIATING ANY PHASE OF THE IRRIGATION INSTALLATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF ALL RELATED UTILITY SERVICES AND METERS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF WORK, TO BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT, PRIOR TO BEGINNING THE PROJECT. ALL WORK SHALL BE IN ACCORDANCE WITH SAID SCHEDULE. THE CONTRACTOR SHALL CAUSE THE LANDSCAPE ARCHITECT TO BE NOTIFIED PRIOR TO BEGINNING THE WORK AND SHALL BE RESPONSIBLE FOR COORDINATING WITH THE OWNER, LANDSCAPE ARCHITECT, GOVERNING AGENCIES AND OTHER TRADES. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY ERRORS, OMISSIONS OR DISCREPANCIES IN EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING THE WORK. IMMEDIATE NOTIFICATION WILL BE GIVEN TO THE LANDSCAPE ARCHITECT SHOULD SUCH A CONDITION BE DISCOVERED. MATERIAL SHALL BE NEW UNLESS OTHERWISE SPECIFIED. THE CONTRACTOR SHALL, IMMEDIATELY UPON BEING AWARDED THE CONTRACT, MAKE ANY ARRANGEMENTS NECESSARY TO ENSURE THAT ALL MATERIALS, CONNECTIONS, AND SUPPLIES WILL BE AVAILABLE WHEN NEEDED FOR THIS PROJECT. 15. UNIT PRICES FOR ALL IMPROVEMENTS SHALL BE ESTABLISHED AS A PART OF THE CONTRACT WITH THE PROJECT OWNER AND PRIOR TO BEGINNING WORK, TO ACCOMMODATE ADDITIONS AND/OR DELETIONS OF MATERIAL AND/OR LABOR. 16. NO ALTERATIONS WILL BE CONSIDERED FOR ITEMS SPECIFICALLY CALLED FOR ON THESE PLANS. 17. DETERMINATION OF "EQUAL" SUBSTITUTIONS SHALL BE MADE ONLY BY THE LANDSCAPE ARCHITECT. 18. THE CONTRACTOR SHALL CAUSE THE LANDSCAPE ARCHITECT TO BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE OF ANY SITE OBSERVATIONS OR MEETINGS. 19. SITE OBSERVATIONS AND MEETINGS SHALL INCLUDE: A. PRE-CONSTRUCTION B. LANDSCAPE GRADING AND SOIL AMENDING C. SPOTTING OF TREES D. IRRIGATION PRESSURE AND COVERAGE TEST E PLANTING F. PRE-MAINTENANCE G. POST-MAINTENANCE (FINAL) 20 THE TERM "LANDSCAPE" SHALL REFER TO ALL IMPROVEMENTS WITHIN THIS SET OF DOCUMENTS THAT HAVE BEEN DESIGNED BY THIS OFFICE. 21. SITE OBSERVATIONS BY THE LANDSCAPE ARCHITECT DURING ANY PHASE OF THIS PROJECT DO NOT RELIEVE THE CONTRACTOR OF HIS PRIMARY RESPONSIBILITY TO PERFORM ALL WORK IN ACCORDANCE WITH THE PLANS , SPECIFICATIONS AND GOVERNING CODES. 22. CONTRACTOR SHALL BE BACKCHARGED FOR LANDSCAPE ARCHITECT'S TIME WHEN OBSERVATIONS ARE CALLED FOR AND IT IS FOUND THAT THE WORK IS NOT SIGNIFICANTLY READY UPON OBSERVATION OR APPOINTMENT IS NOT KEPT. TIME WILL BE CHARGED ON AN HOURLY BASIS, PLUS TRANSPORTATION, FOOD AND LODGING COSTS, IF ANY, AT THE THEN EXISTING HOURLY RATE FOR THE PERSONNEL PROVIDING THE OBSERVATIONS. 23. THIS FIRM DOES NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING. THIS FIRM DOES NOT DIRECT THE CONTRACTOR'S OPERATIONS, AND IS NOT RESPONSIBLE FOR THE SAFETY OF PERSONNEL OTHER THAN OUR OWN ON THE SITE; THE SAFETY OF OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHOULD NOTIFY THE OWNER IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS PRESENTED HEREIN TO BE UNSAFE. 24. 25. 27. 28. 29. CONTRACTOR SHALL PROVIDE A C.L.C.A. CERTIFIED LANDSCAPE TECHNICIAN ON THE JOB TO DIRECT ALL PHASES OF THE CONSTRUCTION. NOTIFICATIONS, REQUESTS, AND OTHER COMMUNICATIONS FOR THE LANDSCAPE ARCHITECT MUST BE DIRECTED THROUGH THE OFFICES OF THE DEVELOPER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, UNLESS SPECIFICALLY STATED OTHERWISE IN THE CONTRACT AGREEMENT, DAMAGES TO THE CONTRACTOR'S WORK DUE TO "ACTS OF GOD", WORK BY OTHERS, AND THEFT OF THE CONTRACTOR'S EQUIPMENT, MATERIALS, AND SUPPLIES. AS-BUILT PLANS FOR ALL PROJECTS (BONDED AND NON-BONDED, PUBLIC AND PRIVATE) ARE REQUIRED TO BE SUBMITTED. SUBMl1TAL OF AS-BUILT PLANS SHALL BE AS REQUIRED BY THE ENGINEERING AND PLANNING DEPARTMENTS. THE FINAL PLANS SHALL BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR. FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM", A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: 760-944-8943. LANDSCAPE INSPECTION REQUEST PHONE LINE: 760-602-4602 BACKFLOW PREVENTERS: ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT: HTTP://WWW.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WATER/DOCUMENTS/RECYCLED\,\/ATERBACKFLOWTESTERLIST.PDF FOR RECYCLED OR HTTP://WWW.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WATER/DOCUMENTS/WATERBACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL 438-2722 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 THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO 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 LANDSCAPING. BY: ~Me,u/ GEORMERCER RLA#4055 DATE: 1 / 1 6/ 1 3 CAUTION: BEFORE EXCAVATING, VERIFY THE LOCATION OF UNDERGROUND UTILITIES: (: ,, 811 LANDSCAPE ARCHITECTURE 4730 PALM AVENUE, $TE 210 LA MESA, CA 91941 (619) 463-7B76 RCE REVIEWED BY: INSPECTOR "AS BUil T" DATE EXP. DATE PACIFIC OCEAN \ (D NORTH PALOMAR AtRPOR1 PROJECT SITE CB&T AT PALOMAR COMMONS VICINITY MAP NO SCALE SHEET INDEX SHEET# L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 SHEET TITLE TITLE SHEET RECYCLED WATER TITLE SHEET CONSTRUCTION PLAN LANDSCAPE LIGHTING PLAN IRRIGATION PLANS IRRIGATION DETAILS AND NOTES IRRIGATION SPECIFICATIONS PLANTING PLANS PLANTING SPECIFICATIONS APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECIS_E LOCATION OF PLANTING AREAS L-1 REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TD IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING D[PARTMENT I s;ETS I LANDSCAPE TITLE SHEET FOR: CALIFORNIA BANK & TRUST 1---4--4-------------+-----I IAPPROVED ;i,J/ er-e1i~t . PLANNING 1-,z.:t-1 ~ DATE DWN. BY: GM PROJECT NO. DRAWING NO. DATE BY DESCRIPTION REVISIONS CHKD. BY: GM RVWD BY: GM SOP 09-05 468-SN JN: 12-003 7 /16/1 3 CONSTRUCTION GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINl(ING WATCR FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. 3. BEST MANAGEMENT PRACl ICES 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. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITIIOUT PRIOR APPROVAL Of I Hl Cl I Y Of CARLSBAD MUNICIPAL WA lLR DISI RIC I. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. IIOURS FOR IRRIGATION WITH RECYCLED WATER ARE FRDM 10:00 P.M. TO 6:00 A.M. THE HOURS fOR IRRIGATION wIrH DISINFl:.CllD lLRIIARY RECYCLrn WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY ~ECYCLED WATER SHALL BE U'JDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWErn Tl IE I IOURS OF 10:00 P.M. TO 6:00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 1 0. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONT ACT WITH RECYCLED WATCR, WH[THER BY WIND BLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROl lC I ION, WHE THlcR BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. IRRIGATION llEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER- SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODW PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 14. ALL IRRIGATION PIPE SHALL BE SI LNCILLD WITH WARNING, "NON-POl ABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SJIALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN Af LEASI I WELVE INCHlcS CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONST ANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THCN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SL[CVE AS PCR THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT O'l THE PLANS. 21 . WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES AND REGULA I IONS AND l HE SPlcCIHC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT; JUSTIN MEEKER, BRICKMAN LANDSCAPE AT 679/281-8887 OR AFTER HOURS CONTACT: JUSTIN MEEKER, BRICKMAN LANDSCAPE AT 67 9/287-8887 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF Tl IERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON I Hie SIi E. 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL IRRIGATION BACKFLOW PREVENl ms SHALL GE T[ST[D BY A CERTIFIED TESTCR AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKrLOW PREVLNI LR SHALL BE "SCH[OULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT WWW.Cl.CARLSBAD.CA.US/PDFDOC.HTML7PID~340. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT 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 PROFCSSIONS CODE AND Tl IAT Tl IE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES IS CONFINED TO A RLVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM NAME & ADDRESS: GEORGE MERCER ASSOC/A TES, INCORPORATED 4730 PALM AVENUE, SUITE 210 LA MESA, CA 97 947 (619) 463-7876 BY: ~..-(:Y~~-iM~RJW'---=- PHONE N DATE; 1 / 1 6/ 1 9 RCER REGISTRATION NO: #4055 EXPIRATION DATE: 04/30/201 S DI SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR; PURPLE BACKGROUND WITH BLACK LETTERING. 1 . GUIDELINES FOR RECYCLED WATER USE A. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCH[DULE. B. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY TllE ErrlCIENT SCHLDULING Of l HE AUl OMA I IC CON I ROL CLOCKS, (1.l., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. 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. D. 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. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING Tl IE PRESENCE OF RECYCLED WATER. MAIN-I ENANCE PERSONNEL MUST BE INrORMED THAT WATER IS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. 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. 1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDlNTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE All ACHED 10 LACH VALVE AS fOLLOWS: 1 . A 11 ACH I O VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. 2. ALL ATTACH TO VALVE COVER WITH EXISllNG VALVE COVLR BOLT. SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLLR HEADS. G. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITIJ A SIGN BEARING Tl IE WORDS "RECYCLED WATER USED FOR IRRIGAllON" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ONA PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT, nc 0 cu z =, 0 a "' 0 "' a, .. --' , -' ::' -< --' -"' u 300rrm 112") MINIMUM i'This site is irrigated 1rilh I MOUNTING SCREW LOCATION ~ -.-----+--RECYCLED -, WATER ~ -· AGUA RECJCLADA ~ 0 0 -DO NOT ~ NO BEBA _,_______,__ DRINK \l!Y EL AGUA ~ -"-= ► ~ ,--•-------t--~ L Agency of J~ction Nam\ _J '---+------ ◄-38rrm___(_'.,1.,i'_J__BO_RDER TYPICAL ALL AROUND \ MOUNTING. \AGENCt OF JURISDICTION SCREW L OCA 1 I ON ',N-'A""M""E "',o~N"'-L Y-1-=F~R'-'E~O~U'-'; R"'E-=-o-1 450rrm 118") ,___ ______ _ "00 NOT DRINK" S 1 GN "DO NOT DRINK" SIGN, SEE DETAIL ABOVE WOOD PDST. SEE NOTE 4 BELOW FINISH GRADE --• I I --: : uni;UD •Het ..... -..... ,,.,,~ ·@·~--' •a.~,;.u ' ' --: .. -"!--"' V t 0 0 N ~r,,~r::-i: ···,-. w~;;· • , •, '::l, V . 4 -N • ;,·, •• ,_i - .. :; __ ::. ! • . • 0 .. ~ ... " ·--'°~ I 2DOITll\ I NOTES:<8") MiN 1 I REFER TO NOTES ABOVE FOR ADDITIONAL INFORMATION ' 21 SIGNS SHALL BE MANUFACTURED DF ALUMINUM SHEET, THICKNESS 1,6rrm (0,063" OR 18 GAGEi 31 THE SIGN SHALL INCOHPDRAlE A PURPLE BACKGROUND WITH WHITE LETTERS AND SYMBOLS 4) SIGNS SHALL BE MOUNTED ON A 100rrm X 1001Tll\ (4" x 4") PRESSURE TREATED WOOD POST SET IN CONCRETE. ATTACH THE SIGN TO THE POST USJNG 6.4nm x 38rrm (1,, x 21,2") ANODIZED LAG SCREWS AND WASHERS (2 EACH) WATER AGENCIES STANDARDS RECYCLED WATER "DO NOT DRINK" SIGN COMMITTEE APPROVAL, 11/16/2D01 DRAYING N~MBEK WM-08 RECYCLED WATER SYSTEM (PRIVATE) CALIFORNIA BANK & TRUST AT PALOMAR COMMONS PALOMAR AIRPORT ROAD AND EL CAMINO REAL, CARLSBAD LEGEND POTABLE WATER METER RECYCLED WATER METER POTABLE WATER LINE --RW-RECYCLED WATER LINE RC RECYCLED WATER PRESSURE SUPPLY LINE --F5--FIR[ SERVICE LINE RECYCLED WATER USE AREA DO NOT DRINK SIGN THERE ARE NO OUTDOOR EATING AREAS IN Tl lE PROPOSED SERVICE AREA LIMITS OF CB& T SITE INSPECTION PROCEDURES 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTICALLY). B. PIPE IDENTIFICATION C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. SJGNAGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. C. TAGGING OF VALVES. D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G, REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECTION SHALL INCLUDE: A. A COMPLETE INSPECTION THAT WILL COVER A -I OF THE DISTRICT FINAL INSPECTION . REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGIN[[R & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. OMISSION STATEMENT: PROJECT MAP SITE CITY OF OCEANSIDE HIGHWAY • ?a PACIFIC OCEAN RECYCLED WATER MAIN SEE D\11/G 468-SC CITY OF ENCINITAS VICINITY MAP NOTTO SCALE , I ' I I i ;. ' ' LANDSCAPE ARCHITECTURE 4730 PALM AVENUE, STE 21 O LA MESA, CA 91941 (619) 463-7878 APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION /7/?..____ GLENN LEEKS ENVIRONMENT AL HEALTH SPECIALIST APPROVED ENGINEERING PLANCHECKER "AS BUil T" TITLE REVIEWED BY: INSP[CTOR DATE DATE DATE DATE CARLSBAD MUNICIPAL WATER DISTRICT SHCET CITY OF CARLSBAD 9 L-2 2 PLANNING D[PARl MLNT SHEETS THERE ARE NO DECORATIVE FOUNTAINS, SWIMMING POOLS OR WELLS ON THE SITE. DRINKING FOUNTAINS, DESIGNATED OUTDOOR EATING AREAS, AND PLAYGROUND EQUIPMENT SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUN-OFF. 1----1-----+----------------t-----+---+-----t------l PRIVATE (ONSITE) RECYCLED ---+--+------------------+----t---t----J----J WATER SYSTEM FOR: CALIFORNIA BANK & TRUST RT CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: CALIFORNIA BANK AND 7 RUST DIAL TOLL FREE 1 -BOO -422 -4133 AT LEAST TWO DAYS BEF~RE YOJ DIG Ex;:iiration ADDRESS; C/0 HUGHES MARINO 1450 FRONT STREET SAND/EGO, CA 92701 TELEPHONE: (679) 238-27 7 7 DATE PLAN PREPARED: 7/16/13 UATE INITIAL DATE INITIAL REVISION DESCRIPTION APPROVED 17',,;,,,( Lr-E::l I -o 1t '1-~-Z.·1-3:. PLANNING DATE DATE DRWN BY: GM PROJECT NO. DRAWING NO. CITY APPROVAL CIKl(D BY: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA [);ite: 4/3 0/ 1 S DATE DCPUTY CITY ENGINEER R.C.E.28176 EXP.3/31/14 BY: GEORGE MERCER ASSOCIATES, INC. ENGINEER OF WORK OTHER APPROVAL GM SOP 09-05 468-SN JN: 12-003 7 / 1 6/ 1 3 CONSTRUCTION CONSTRUCTION LEGEND GENERAL CONSTRUCTION NOTES # 2 3 4 5 ob ITEM CONCRETE PAVING: INTEGRAL COLOR: PALOMINO BY DAVIS FINISH TO BE TOP-CAST BY DAYTON SUPERIOR WITH LOOK OF MEDIUM ACID WASH FINISH. PREPARE A 3' X 3' SAMPLE FOR APPROVAL BY OWNER AND ARCHITECT PORIOR TO STARTING WORK CONCRETE PAVERS: BELGARD BERGERAC PAVERS 4 PIECE PATTERN, RANDOM RUNNING BOND, INSTALL COURSES PERPENDICULAR TO PATH OF TRAVEL THROUGH ENTRY DOORS. COLOR: TOSCANA PROVIDE SAMPLES TO OWNER AND ARCHITECT FOR APPROVAL PRIOR TO STARTING WORK. 4' X 4' SAMPLE PATTERN TO BE LAID OUT ON SITE FOR APPROVAL BY ARCHITECT PRIOR TO STARTING INSTALLATION. SAWN CONCRETE SCORE JOINT. JOINTS MUST BE CUT WITHIN 18 HOURS OF CONCRETE PLACEMENT USING APPROPRIATE EQUIPMENT SUCH AS SOFF-CUT EARLY ENTRY SAWING SYSTEM ISOLATION JOINT DETAIL 1. A 2. 3. B 4, 5. 6. 7, A 8. 9, A 10. IT IS THE INTENT THAT ALL IMPROVEMENTS SHALL BE CONSTRUCTED, ASSEMBLED AND INSTALLED IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE HIGHEST WORKMANLIKE STANDARDS. IMPROVEMENTS SHALL BE COMPLETE IN EV[RY RESPECT AND SHALL BE LEFT READY FOR ITS INTENDED USE AND/OR OPERATION BY THE OWNER. SUBGRADES UNDER ALL HARDSCAPE SHALL BE COMPACTED PER SOILS REPORT IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE SAME AS OTHER SIMILAR WORK SHOWN OR NOTED ON THE DRAWINGS, CONCRETE PAVING SHALL BE THICKNESS AND STRENGTH PER SOILS REPORT, AND SULFATE RESISTANT IF SO REQUIRED. CROSS PITCH ON ALL CONCRETE WALKS AND PADS SHALL BE PER CIVIL ENGINEERING PLANS MARK OUT ALL HARDSCAPE FEATURES FOR APPROVAL BY LANDSCAPE ARCHITECT BEFORE CONSTRUCTION, LANDSCAPE ARCHITECT SHALL APPROVE ALL FORMING PRIOR TO POURING OF CONCRETE. SUBGRADE MOISTURE CONTENT SHALL BE PER SOILS REPORT. PROVIDE SAMPLES OF ALL MATERIALS AND FINISHES TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO ORDERING/INSTALLATION, ALL JOINTS SHALL BE PERPENDICULR OR PARALLEL TO BUILDING WALLS. CURB RAMP -SEE CIVIL DRAWINGS INDICATES ALIGN EDGES 11. ALL JOINTS SHALL BE STRAIGHT. !HRG[RAC ft' l !, )' : . .artfr Rtt!il~t,_ "" il.1' r ! .!t f',~rlt~m llftlij~jJ~ EXISTING PAYING, DRAIN, V'IALL. ETC-. 1 /2" ISOLATION JOINT-USE "l<OLD SEAL ZIPPER STRIP OR EQUAL, V'IITH ;3/4" THIC,I< BEAD OF SEAL.ANT OYER. SEAL.ANT COL.OF. TO Jv!ATCH CONCF.ETE. B!RGlRAC• SAND JOOINT TO Jv!ATCH TEXTUF.E OF FINISHED CONC-F.ETE 1/2" RADIUS BACl<EF. ROD DIRECTLY BEL.OV'I SEAL.ANT ---•4 REBAf< 1 B" O.C. BOTH V'IAYS CENTEl"'.ED IN SL.AB ISOLATION JOINT BENEATH ALL POURED IN PL.AC-E C-ONC-RETE, b" THIC-1< C-L.ASS II BASE V'IITH "15% COJvfPACTION, Jv!OISTURE CONTENT AND COMPACTION OF SUBGRADE FEF. SOILS REPORT ~---1 /B" V'IIDE SAV'IN SCORE JOINT. r / JOINTS Jv!UST BE CUT Y'!ITHIN 1 B HOURS • zsc'l'. =-_1 •_• --OF CONC-RETE PL.AGEMENT USING AFFROPRIATE EQUIPMENT ,_ SUCH AS SOFF-C-UT EARLY ENTRY SAV'IING SYSTEJvf. JOINTS SHALL BE CUT BY PEf<SONNEL. SKILL.ED IN USE OF THIS EQUIPMENT, SCORE LINE NOTES, ---•4 REBAR 1 B" OC. BOTH V'IAYS GENTERED IN SL.AB BENEATH ALL. CONC-RETE, 4" THIC-1< CL.ASS II BASE, COMPACTED "15% AND THICKER IF REQUIRED BY SOILS REPORT SEE SOILS REPORT FOR ANY ADDITIONAL. REQUIREMENTS. ALL EDGES TO BE TOOLED Y'!ITH 1 /2" RADIUS -EXCEPTION, 1 /4" f<ADIUS ADJAC-ENT TO PAYERS /:·., . . . ~-- ----'\~_,/' LIMIT OF WOFH< /'" .. ~· / TRASH ENCLOSURE CONCRETE EDGING PER PL.AN TO RETAIN FAYERS ON ALL SIDES NOTES 1. JOINTS TO BE 1 /B" MAX. V'IIDTH 2. AFTER PL.AGING PAYERS ON BEDDING SAND, FILL. JOINTS Y'!ITH STAL.OJ< PAYER SAND PER STAL.OJ< INSTALLATION SPECIFIGATIONS AND THEN SET PAYERS INTO BEDDING SAND ;l. r'IITH A PL.ATE COJvfPAGTOR/YIBRATOf<, PER HANUF. SPECS .. FAYERS, BERGERAC BY BELGARD THICKNESS, 2 ;l/8" GOL.Of<, SEE LEGEND FATTER:-1, RUNNING BOND -// ,//--· . . ' ' . . ',-' , , , PARl<ING L<)T .----GONC-RETE PAYER . AT JOINTS USE STAL.OJ< FAVER' SAND SAND LEVEL.ING COURSE, 1" DEPTH SHARP SAND -\ ' , \ , ' SAND TO C-ONFORJvf TO ASTJvf C ;l;l GRADING REQLIREJvfENTS I I ,---C.OMFACTED GRANULAR AGGREGATE CONFORMING TO ASTJvf D .2 "140 . ,ll ~-GOJvfFAC T SUBGRADE TO "15% ® CONCRETE JOINTS ®i-G_O_N_G_R_E_T_E_P_A_V_E_R_S_O_N_S_A_N_D_B_A_S_E_ i I ! I I I I i I / \ \ \ : \ \ \ /, ,, \ 4 \ ' \ ' LANDSCAPEARCHITECTIJRE 4730 PALM AVENUE, STE 210 LP., MESA, CA 91941 (619) 463-7876 "AS BUILT" DATE RCE ___ _ EXP, l~EVll:.W!:.lJ HY: INSPfCTOR DAil:. 4 PROPOSED Bl~NJ< BtJILlJING REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. NORTH SCALE: 111 1 O' 10 20 30 40 GRAPHIC SCALE -FEET APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRJ;CISE LOCATION OF PLANTING AREAS I SH3ET I CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE CONSTRUCTION PLAN FDR: CALIFORNIA BANK & TRUST L-3 1-----1-----L------------t---l I-AP-PR_ov_rn_/"i<_v_g~li----=-.4rr---E\\~.s,._,~~--- -PLANNING DATE BY DESCRIPTION APP'D. REVISIONS DWN. BY: GM CHKD. BY: GM RVWD. BY: GM PROJECT NO. SOP 09-05 DRAWING NO. 468-SN JN: 1 2-003 7 /16/13 CONSTRUCTION (. LOW VOLTAGE LIGHTING LEGEND 4 TREE UPLIGHT -MACCHIA ULTIMO BY FX LUMINAIRE MODEL MU WITH 35H 10,000 HOUR BULB. FINISH: BRONZE METALLIC ON SOLID BRASS POST MOUNT, PER DETAIL B THIS SHEET FX LUMINAIRE POTENZA X TRANSFORMER WITH TIMER, AND MANUAL OVERRIDE -600 WATTS INSTALL PER DETAIL A, THIS SHEET. FX LUMINAIRE LOW VOLTAGE CABLE, MIN 12 GAUGE, AND LARGER IF REQUIRED BY CIRCUIT. INSTALL IN CONDUIT -SEE NOTE 2 BELOW LIGHTING NOTES 1. MOUNT TRANSFORMER IN ELECTRICAL ROOM ON BUILDING WALL. SEE DETAIL A THIS SHEET. LOCATIONS AND SWITCHING OPTIONS TO BE AGREED UPON ON SITE WITH LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 110V OUTLET TO BE PROVIDED BY ELECTRICAL CONTRACTOR AT TRANSFORMER LOCATIONS. LOW VOLTAGE LIGHTING CONTRACTOR IS RESf'ONSll3LE TO COORDINATE AVAILABILITY OF POWER AT THESE LOCATIONS WHEN NEEDED 2. ALL WIRE TO BE INSTALLED IN GRAY SCH 40 CONDUIT, MIN. 2" DIAMETER, 18" DEPTH. RECOMPACT TRENCH BACKFILL TO MATCH DENSITY OF ADJACENT SOIL. 3. PLAN IS DIAGRAMMATIC ONLY CIRCUIT LIGHTS ANDS IZE WIRE PER MANUFACTURER'S RECOMMENDATIONS, USING CORRECT 11, 12 OR 13 VOLT TAP AS REQUIRED BY CIRCUIT SIZE/LAMPS/ RUN LENGTH. CONTRACTOR MUST USE A VOLT METER TO DETERMINE CORRECT INSTALLATION. 4. PROVIDE SAMPLES OF ALL LIGHTING EQUIPMENT TO OWNER FOR APPROVAL PRIOR TO ORDERING. 5. INSTALL ALL TRANSFORMERS, OUTLETS, LIGHTING AND WIRES IN ACCORDANCE WITH ALL APPLICABLE CODES AND PER MANUFACTURER'S DETAILS. 6. PRIOR TO POURING CONCRETE FOR FINAL INSTALLATION, INSTALL UPLIGHTS 30" FROM TREES AND CONTACT LANDSCAPE ARCHITECT FOR NIGHT TIME APPROVAL OF LOCATION AND ANGLE. ADJUST AS NECESSARY PRIOR TO POURING CONCRETE FOOTINGS. . ,!) _, If) ·,:,:•:•:•:•:•:::::•:::•:-:-:::•:•:•:-:-:-:-:-:-:-:-: .-:-:-:-:;::: -' 1111=- EXISTING BUILDING ~ALL LO~VOLTAGE LIGHTING TRANSFORMER (HOUNT AS PER MANUFACTURER'S SPEGIFICA TIONS) MET AL STRAPS RI.SID GRAY SCH 40 PVC. CONDUIT (2" HIN., AND LARGER If REQUIRED BY ~IRE BUNDLE) SCH 40 PVC. "10 DEGREE S~EEPS ~~~=A=--=--=LL:""T=""liM=--O='lU=-N:::""""'lT~L-=:l!IG_H_T_I_NG __ _ 'CJ I RAN&FORMER EXISTII-JG SLOFE E/IS[MENT TO BE VACATED. SEE CIVIL DRr\1\/INGS C 1 .1 Ll!\mT OF W()RK PM POST MOUNT BY FX LUHINAIRE I TRASH ENGLOSURE in UPLIGHT FIXTURE -,111 1 _I! :"'-"~=-i$=cj.j.i~-1 2" PVC. PIPE MOUNT BY FX LUHINAIRE • ONE CUBIC. POOT-----f's~"""""'A' OFC.ONC.RETE '<:'.;,,i..... _____ ~ATER PROOF SPLICES @1--T..:...R~E=E-=-U..:....P-=L.:.:IG:;..:.H.:...:.T ___ _ IN SIDE PIPE HOUNT ~---LO~ VOLTAGE ~IRING INC.ONDUIT RCE REVIEWED BY: INSPECTOR LANDSCAPE ARCHITECTIJRE 4730 PAI M AVENUE, STE 210 LA MESA, CA 91941 (619) 463-7876 "AS BUil T" DATE EXP. DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. PATE BY PcSCRIP I ION REVISIONS APP'D. 0 NORTH SCALE: 111 10 1 5 10 20 30 40 GRAPHIC SCALE -FEET APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS L-4 I SH4ET I CITY OF CARLSBAD PLANNING DEPARTMENT I s;ETS I LANDSCAPE LIGHTING PLAN FOR: CALIFORNIA BANK & TRUST APPROVED~~ PLANNING DWN. BY: CHKD. BY: RVWD BY: GM GM PROJECT NO. SOP 09-05 DRAWING NO. 468-SN JN: 12-003 7 I 1 6/ 1 3 CONSTRUCTION -r ,., (:,. _ _,_ . LEGEND SYMBOL -II- 0 MANUF. HUNTER WILKINS NELSON TORO TORO TORO MODEL# ICZ101 850 7645-ACME ALERTLINE ALERTLINE DL2000 RGP-218-E(1 B) T-FCH-H T-YD-500-34 REMOTE CONTROL VALVE: DESCRIPTION DRIP ZONE CONTROL KIT VALVE, FILTER AND PRESSURE REGULATOR, INSTALLED IN JUMBO PURPLE RECTANGULAR AMETEK VALVE BOX PVC BLOCKED TRUE UNION BALL VALVE QUICK COUPLER VALVE, 1" SIZE, WITH PURPLE LOCKING CAP. ACME THREADS. LATERAL LINE: SCH 40 PVC WITH 12" MINIMUM COVER; 24" UNDER PAVING. DO NOT USE 1/2" SIZE PIPE. COLORED PURPLE, MARKED FOR RECYCLED WATER. MAIN LINE: 1 1/2" SIZE. SCH 40. COLORED PURPLE, MARKED FOR RECYCLED WATER. 18" MINIMUM COVER; 30" UNDER PAVING. PVC SCH 40 SLEEVE, MINIMUM 2 X DIAMETER OF PIPE OR WIRE BUNDLE ENCLOSED, POINT OF CONNECTION PURPLE LANDSCAPE DRIP LINE WITH 0.53 GPH EMITTERS. SPACING OF DRIPPERS: 18". SPACING OF LINES: 18" INSTALLED ON GRADE, WITH 3" MULCH OVER PIPE. SECURE WITH 8" LONG GALVANIZED STAPLES AT MAX. 24" 0.C. USE APPROPRIATE TORO FITTINGS FOR CONNECTIONS. FLUSH VALVE. INSTALL IN 6' PURPLE ROUND VALVE BOX AIRNACUUM RELIEF VALVE. INSTALL IN 6" PURPLE ROUND VALVE BOX. LOCATION SHOWN APPROXIMATELY ONLY -INSTALL AT HIGHEST POINT OF SYSTEM. "DO NOT DRINK SIGN" NOTES: 1. SPRINKLERS, ROTOR HEADS AND OTHER TYPES OF DISPERSION HEADS SHALL BE COLORED THROUGH THE USE OF INTEGRALLY MOLDED PURPLE PLASTIC OR PERMANENTLY ATTACHED PURPLE PLASTIC RING OR DISC. 2. ALL SHRUB HEADS SHALL HAVE PURPLE CAPS. DECAL ON RISERS WILL NOT BE ACCEPTED. INSTALL ALL NEW MAINLINE PER WAS STD. SPEC. 15152 EX.STING SLOPE EASEMENT l O BE VACA 7 1:D. SEE CiVIL DRAWINGS Cl 1 INDICATES STATION NUMBER INDICATES VALVE SIZE INDICATES GPM FOR THAT VALVE IRRIGATION FOR THESE TREES __ ,._.. NOTES: IRRIGATION PLAN IS DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, ETC. TO BE AS SHOWN ON PLANS PREPARED BY SCHMIDT DESIGN GROUP. SEE DWG 468-SM SHALL BE LOCATED IN PLANTING AREAS. NO IRRIGATION EQUIPMENT TO BE LOCATED IN SIDE WALKS OR RIGHT-OF-WAY IRRIGATION SYSTEMS ARE TO BE INSTALLED AS SHOWN ON THE PLAN AND IN ACCORDANCE WITH THE CRITERIA AND STANDARDS OF THE CITY AND COUNTY HEALTH DEPT. AND OTHER APPLICABLE STANDARDS AS OF THE APPROVED DATE OF THIS PLAN. LIMIT OF \1\/()RK ~ afr0 f-g m ,,.(j) 1 •,n, r I I I -I I I I _J Ji) NOTES: ~ -1. UNLESS SPECIFIED OTHERWISE, FlllNGS AND PIPE SIZES SHALL MATCH WATER SERVICE DIAMETER. 2, THREADED JOINT FllllNGS (NPT) MAY ·1 BE USED IN PLACE OF SOLDERED JOINTS SHOWN ON THIS DRAWING. _, 7 ~~ Q -4 ®--_ell,, ~ ® ?_1 II I LJ[[\] L J , ~ ®---.j Q ©-.___ ITEM DESCRlr-1 ION (SEE NOTES) 1 COPPER x COPPER UNION -... 2 COPPER TEE 3 MALE x COPPER ADAPTER 4 BALL VALVE WlTH HAND LEVER 5 5 TYPE L COPPCR Q)--, I I 6 1.5" FIRE HOSE FITTING I I I 7 BALL VAL VE WITH PADLOCK WING I I 8 C x C x C TEE 3fr 9 3/," HOSE BIB OR TEST COCK 5 ~ 10 MIP ADAPTER .--.. ITEM DESCRIPTION SPEC/OWG ~--- STIIEET SURF'ACf'.-------~ REC/..A.IMfD WATfft IRR!MTION MA!NUhl'. IN SU:EW;--~- NOTE: Ea.J,Ji,(O 'IATEI! IRRIOATICN Pl?< I.ND lllH'/<5 BE .PURPLE ANO LABf\.ilJ AS SPEOffil) U, lHE: s Al DARD SPEaFJunoNs FM PRll/A.lE IRRIGA11~ SVSTEM5 \~JEli Ol&t_ ror:r RULES ANO REGULAJIONS-roR GONSlRUCTION OF R£Cl.A.1Mro WATER UAINS OOTOBEM:• 1923. \ \ l:XISTING WATl:R EASEMENT TO fJ~ VACATED. SEE C!\IIL DRAVVINGS Cl .1 S10EWAI..K---~ tURS---~ .APPRO:X. 11• POIAE!l.l stR:l'tot UN£-------! ___ 1"'0'_,M,,1N,,,1M,,,UM._.,"-'Ao,1£ll"'-':Rfi"'-'"'l!lA""Tie,,ON,,_,,~!l!AlN,eU,,,llEs..rr,lll11i.!!LlSl<!tt,alt:~--r REC!.ft.lMtO-WATER !AAfGAl!OW IMJNUl·lE Will( Sl.EfVE -~-~--~j/ Nore VERT!CAt C!f@?l<MGE OF 12• lifl~lt.1UM IS MAHDATOO.'t WHEN al:OSSING P-A1H OF A P01~!,tt:_~fER UN£, ltHiTAU.Al:DN Of REC..Alh\EO WAJER llUl:f[}ATIO~ 1.11,.INUt~[ ~,4 FROM F.',CE OF SIOEWAl:K ~U f'RO\mE TH£ HE0£5SAAY 10' HDR:'26lfTJ,,L C:LE,-,RJ,HO£ F'ftOM THr: POTJ,Mf \.!AlHUNE IN lHE: SlREt:T. REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT i/hi.li,,,_Af _12/11 . T ABL_E SERVICE LINE CROSSING POT ABLE tvl.AINLINE CROSSING BYPASS TEE CITY ENGINEER DATE FOR RECYCLED WATER TESTING STANDARD DWG. NO, W-3 5 ® LINE CROSSINGS SEE CIVIL DRAWING Cl.1 RCE REVIEWED BY: INSPECTOR LANDSCAPE ARCHITECTURE 4730 PALM AVENUE, STE 210 LA MESA, CA 91941 (619) 463-7876 "AS BUILT" EXP, DATE DATE PROVIDE ONE SEALED SPARE WIRE IN THIS VALVE BOX FOR CLARITY, PIPING SHOWN OUTSIDE OF LIMIT OF WORK. INSTALL INSIDE LIMIT LINE SCALE: 1" 0 5 10 20 NORTH 1 O' 30 GRAPHIC SCALE -FEET POINT OF CONNECTION: SEE PLANS BY SCHMIDT DESIGN GROUP FOR PALOMAR CENTER DWG 468-SM. VERIFY THAT MAINLINE STUBS AND WIRING ARE PROVIDED TO THIS POINT. WIRING SHOULD AT MINIMUM BE ONE COMMON WIRE, _ TWO CONTROL WIRES, AND ONE SPIIB!; WJR&..----- THE VALVES SHOV\lliL.ON-T-HJS-f'tAN'WILL BE STATIONS-B63 AND 664. V-ER IFY THAT CONTROLLER HAS SUFFICIENT STATIONS. - VERIFY THAT ALL MAINLINE AND ASSOCIATED EQUIPMENT UPSTREAM OF THIS POINT IS INSTALLED PER PLANS PREPARED BY SCHMIDT DESIGN GROUP -SEE DWG 468-SM. 40 L-5 APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE IRRIGATION PLAN cOR: CALIFORNIA BANK & TRUST APPROVED l"v; 7'·1:.'2.·\? PLANNING DATE DATE BY DESCRIPTION REVISIONS OWN. BY: G PROJlcCT NO. DRAWING NO. APP'D. CHKD. BY: GM SOP 09-05 468-SN RVWD BY: GM JN: 12-003 7 /16/13 CONSTRUCTION VALVE BOX V'IITH LOC,l<ING LID PER MANE NTL Y MARKED i"IITH CONTROLLER I.D. AND VAL VE # i"IATERPROOF ____ _ C.ONNEGTORS 24" LENGTH OF GOILED i"IIRE ----- NOTE: SET VALVE BOX ON ONE COURSE OF BRICK. ONE VAL VE PER BOX. PVC LATERAL V'IITH 1 2" GOVER PVG HALE ADAPTER -~ UNION (PVC.) BRIGK FLOV'I CONTROL V'IITH STAR HANDLE MANUAL CONTROL PET-GOGK LOOP UP SPARE CONTROL V'IIRE AT EACH SET OF MANIFOLDED VALVES FINISH GRADE 1 "BELOV'I VALVE BOX TOP IN LAi"IN AND 2" IN SHRUB AREA PVC. HALE ADAPTER ~~===~~ D"""i~-1:;:',::::::a: .,-----..;t 1 / 2" CLEAR MINIMUM PVC. SXS 45 ELBOl"IS ~--- PVC. TEE OR ELL -------- PVG HAIN (GLASS 9 1 SOR PEA GRAVEL __________ __, SGH 40) i"IITH 1 I)" GOVER @,-R ...... E ...... M __ O __ T-=E ..... G __ O __ N __ T......;;R ..... O=-=L....:;V...:...A..;.::L=-=V-=E=-- FINISH GRADE 1" BELOi"I VALVE BOX TOP IN LAi"IN AND 2" IN SHRUB AREA 1 O" MINIMUM DIAMETER ROUND VAL. VE BOX BLOCKED TRUE UNION BAL.L VAL.VE =i-m--_ -,,--l"K---lr-1[:;:-=========~!=j=======:Jf7-_....,_....,.,--= =1= I I -I Ill 1111-1111 1111 1111=11' _," -1111 II II 1111-"'- soL VENT i"IELD SLIP END GONNEG TORS--+---l--- SUPPLIED i"IITH VALVE ONE GOURSE OF BRICK (TO SET VALVE BOX ON) PEA Gl's.AVEL.. 6" DEPTH ------- 1 PVC.SXS 45 ELBOl"IS MAINLINE NOTE: ONL. Y ONE VAL VE PER BOX @i--B=-=A:....;.:L=L;;;....V.:....::A~L==-V:....:E=-- 1 B" ~~-AT HAINLINE, TJA!O RECYCLED l"IATER JA!ARNING JUMBO VALVE BOX i"IITH LOCKING LID SCREEN FILTER -NO HOSE BIBB ALLOl"IED FINISH GRADE:-- TAPES (CONTINUOUS) ONE TAPE DIREGT!..Y ABOVE MAINLINE ONE TAPE 1 :2" ABOVE MAINLINE NOTE: SET VALVE BOX ON ONE GOURSE OF BRICK. ONE VALVE PER BOX. FROM~ PVC LATERAL i"IITH 1 2" GOVER PVG MALE ADAPTER UNION (PVC.) BRICK - PEA GRAVE1..-----------" z l: "I ON SC.REEN FILTER. RENDER UNUSABLE IF PRESENT. PRESSURE REGULATOR FINISH GRADE 1'' BELOV'I VALVE BOX TOP IN LAl"IN AND :2" IN SHRUB AREA PVC. HALE ADAPTER PVC. LATERAL i"IIT H 1 2" GOVER = I -• --1 -' TilT 1111 Ill ----:-·11=1111=-"" . BACKFILL FREE OF -----'-:1:c~ LARGE (3" DIAK. OR cS-REATER) ROCKS AND DEBR•S I 11 • "" ,.- 1 fill -illl lTif -lTif I 1' ll =ij'' ""-Ill' 1111 -12"MIN.FORLATERALS = (2 4" MIN. BELOl'I II VEHICULAR PAVING) 1111 -1 E>" FOR MAINLINE ::: /30" MIN. BELOi"I PAVING) 1111~~ ~111 111 NATIVE SOIL.------:__I Ii !etm'~~e'-rl 111111 'II ,;11111 1111-1111 I llll~lil- MAIN: PVC. GLASS 3 1 5 -2 INC.cl OR LARGER PVC. 5GH. 40 -1 1 /2 INGH OR SMALLER LATERAL: PVG5GH 40 © EILIEB-AND ER-Ef>fz!JB-E REGULATOR © TRENCH DETAIL 1 / 2" SGH. l)O PVC NIPPLE ( 4" MINIMUM) B" LONG STAKE MAX 24" O.G. COMPRESSION FITTING POL YET HELENE DRIPLINE DRIP EMITTER PREMOL.DED INTO DRIPLINE FINISH GRADE --ADAPTER FOR 1 /2" PIPE TO COMPRESSION FITTING .--1 /2" SGH. BO PVC. NIPPLE 1 /2" MARLEX STREET ELL 1 /:2" PVC THREADED ELL 1 /2" HARL.EX STREET ELL PVC. FITTING AS NEEDED PVC LATERAL LINE V'IITH 1 2" GOVER FLUSH VALVE ------~\ AIR RELIEF VALVE INST AL.LED AT HIGHEST POINT IN SY5TEH PVC. HEADER: 9/4" SGH 40 INST ALL 6" BELOi"I GRADE ·---·-·-----------·---- 1 / 2" DRIP LINE INSTALLED ON GRADE. _J - 5EGURE i"IITH B" LONG HEAVY PLASTIC, ST APL.ES AT 2' O.G. MAX SPACING, OF DRIPPERS AL.ONG L.INE AND SPACING BETl"IEEN LINES SHALL. BE PER PL.AN. GOVER DRIPLINES i"IITH MULCH .~ VAL.VE, Fl!..TERAND > PRESSURE REGULATOR .-'"-LATERAL. L.INE: 5GH 40 PVC -1 2" DEPTH. 51ZE TO HAINT AIN FLOV'IS BEL.Oi"I 5' PER SECOND '------------·--· ·,-·-·-·-·-·-·-·-· -·-· ""-•--·----------""-. -------·-·-·-- '-. ·--·-·-·-·----~"--:=:=:=:= =·--. FLUSH VALVE -~ QUICK COUPLING VAL.VE ------~ ADJACENT PAVING- BRASS NIPPLE ----------111 ONE GUBIG FOOT---- Of GONGRETE NOTES: 1. ALL BRASS SHALL BE RED BRASS. 2. PROVIDE VALVE i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flESPONSIBLE FOR COORDINATING HIS WORK WITH OTHER TRADES. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES AND CHASES UNDER PAVING, THROUGH WALLS. ETC, UNLESS OTHERWISE NOTED. POINT OF CONNECTION (P.0.C.) SHALL BE AS SHOWN ON PLANS. CONNECTIONS FROM MAIN SUPPLY LINES SHALL BE MADE HORIZONTALLY. 9. NO CLOSE NIPPLES OR CROSSES SHALL BE USED. 10. PIPE DOWNSTREAM OF CONTROL VALVE SHALL BE AT LEAST ONE PIPE SIZE LARGER THAN VALVE SIZE UNLESS OTHERWISE NOTED. 11. 12. 13. 14. 15. 16. 17 . 18. 19. 20. 21. 22. 23. PIPING AND P.V.C. ELECTRICAL SLEEVES (P.V.C. SCHEDULE 40 WITH NO. 12 PULL WIRE) UNDER EXISTING OR FUTURE PAVING SHALL BE INSTALLED, (24" MINIMUM BELOW PAVING EXCEPT 30" FOR MAIN LINE), PRIOR TO PAVING OR REPAVING, AND EXTEND 2 FEET OUTSIDE EDGE OF PAVING. NO TEES, ELLS, OR OTHER TURNS IN PIPING SHALL BE LOCATED UNDER PAVING. PERMANENTLY MARK PAVING WITH "E" ON BOTH SIDES OF CROSSING ABOVE ELECTRICAL SLEEVES, "I" ABOVE IRRIGATION PIPE SLEEVES. SLEEVES SHALL BE A MINIMUM OF 2 TIMES THE DIAMETER OF PIPE TO BE ENCLOSED OR, FOR ELECTRICAL SLEEVES, LARGE ENOUGH FOR ALL WIRES INCLUDING AT LEAST 2 SPARE WIRES. METALLIC BACKED LOCATING TAPE SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF THE SLEEVE, 12 INCHES DIRECTLY ABOVE THE SLEEVE. TAPE SHALL BE MARKED "IRRIGATION" IN 2 INCH CAPITAL LETTERS EVERY 3 FEET ALONG THE TAPE. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. VALVES AND OTHER IRRIGATION EQUIPMENT SHALL BE LOCATED IN PLANTING AREAS. PIPING SHALL BE LOCATED ALONG THE INS IDE EDGES OF PLANTING AREAS EXCEPT WHERE NOT FEASIBLE TO DOSO. ALL PIPE, QUICK COUPLERS, AND VALVE BOXES SHALL BE MARKED PURPLE FOR RECYCLED WATER. PLANTS 24" BOX SIZE AND LARGER SHALL BE PLANTED BEFORE MAINLINES AND LATERAL LINES ARE INSTALLED. ADJUST PRESSURE REGULATOR TO ACHIEVE 10 PS.I. MORE THAN THE MINIMUM HEAD OPERATING PRESSURE FOR THE LAST HEAD AT EACH SYSTEM. SEE IRRIGATION LEGEND FOR LOWEST OPERATING PRESSURE RANGE OF EACH HEAD. VALVES SHALL BE MANIFOLDED TOGETHER WHEREVER POSSIBLE. PROVIDE AUTOMATIC CONTROL VALVES WITH A PVC UNION ON ONE SIDE OF THE VALVE, PER DETAIL. CONNECTIONS SHALL BE MADE HORIZONTALLY. TOPS OF VALVE BOXES SHALL NOT BE HIGHER THAN ADJACENT PAVING. VALVE BOXES FOR REMOTE CONTROL VALVES SHALL BE MANUFACTURED BY AMETEK (BOX #170101 AND COVER #173134) OR CARSON (#1419 WITH LOCKING LID), ONE VALVE PER BOX. GROUP TOGETHER PARALLEL TO EACH OTHER. BOXES SHALL BE PURPLE FOR RECYCLED WATER. BALL VALVE BOXES SHALL BE MANUFACTURED BY AMETEK (BOX #182001 AND COVER #182002) OR CARSON (#608-12). BOXES SHALL BE PURPLE FOR RECYCLED WATER. LOCATE VALVE BOXES IN SHRUB AREAS WHERE POSSIBLE. SET VALVE BOXES 2" ABOVE FINISH GRADE IN SHRUB AREAS. FOR REMOTE CONTROL VALVES BURN INTO THE LID THE IDENTIFICATION NUMBER OF THE VALVE AND CONTROLLER CLOCK. FOR BALL VALVES, BURN INTO THE LID THE LETTERS "BV". LETTERS SHALL BE 3" HIGH, 112" WIDE. REMOVE BURRS FROM P.V.C. PIPE ENDS PRIOR TO SOLVENT WELDING. USE SOLVENT MANUFACTURER'S RECOMMENDATIONS FOR CLEANING PIPE ENDS PRIOR TO MAKING SOLVENT WELDED CONNECTIONS. 24. FLUSH PIPE CLEAN PRIOR TO INSTALLING SPRINKLER HEADS. 25. CONNECT NEW VALVES TO EXISTING CONTROLLER -FIN15H GRADE : *VALVE TO BE MOUNTED 1 /2" ABOVE FINl5H GRADE IN LAl"IN AREAS AND 2" ABOVE FINl5H GRADE IN SHRUB AREAS /',IRE GONNEGT R BODY ---CONTROL i"IIRES 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. A. B. C. 38. 39. 40. CRIMP SLEEVE i"IATERPROOF GEL SOURCE OF ELECTRICAL POWER IS NOT SHOWN ON THESE PLANS. LANDSCAPE CONTRACTOR IS TO SHOW SOURCE OF ELECTRICAL POWER, LOCATION OF CONDUIT, AND CONDUCTORS FROM SOUflCE TO CONTROLLER ON "DRAWINGS OF RECORD". CONTROLLER SHALL BE PROGRAMMED SO WATERING WILL NOT INTERFERE WITH CONSTRUCTION OR NORMAL USE OF THE PROPERTY, CUSTOMERS AND/OR PERSONNEL. DIRECT BURIAL CONTROL WIRE SHALL BE 600 VOLT, SINGLE CONDUCTOR SOLID COPPER, PLASTIC INSULATED CABLE RATED FOR DIRECT BURIAL APPLICATIONS U.F., U.L. APPROVED. 14 GAUGE (MINIMUM) PILOT AND SPARE WIRES, 12 GAUGE ' (MINIMUM) FOR COMMON GROUND RETURN WIRE. WIRE COLOR CODE TO BE AS FOLLOWS: CONTROL WIRE· BLACK COMMON GROUND WIRE -WHITE EXTRA CONTROL WIRE -RED WIRE CONNECTIONS: NEUTRAL, PILOT AND SPARE WIRES SHALL BE INSTALLED WITH A TWO FOOT (2') COILED EXCESS WIRE LENGTH AT EACH END ENCLOSURE. EACH AND EVERY WIRE SPLICE SHALL BE ENCASED IN "SCOTCH-PAC" OR "PENTITE" WATEflPROOF EPOXY CONNECTORS. WIRE SPLICES SHALL BE MADE ONLY IN VALVE OR PULL BOXES. CONTROL WIRES SHALL BE BUNDLED WITH ELECTRICAL TAPE AT 5'-0" INTERVALS AND BURIED BENEATH MAINLINE WHERE POSSIBLE OR AT THE SAME DEPTH AS MAINLINE ALONG EDGES OF PLANTING AREAS. PROVIDE SEPARATE, SEALED SPARE CONTROL WIRES FROM THE CONTROLLER TO ALL POINTS SHOWN ON PLAN. DO NOT PROVIDE A SINGLE LOOPED SPARE WIRE .. AT EACH VALVE OR GROUP OF MANIFOLDED VALVES, LOOP THE SPARE WIRE UP INTO ONE OF THE VALVE BOXES, PROVIDING A TWO FOOT (2') LOOP IN THE VALVE BOX. CONTRACTOR SHALL ADJUST ALL IRRIGATION HEADS TO FULLY COVER ALL PLANTING AREAS. IRRIGATION SYSTEMS SHALL NOT SPRAY WATER ACROSS PROPERTY LINES OR ONTO ROADS, WALKS, BUILDINGS AND WINDOWS. WHERE ON-SITE FIELD ADJUSTMENTS TO HEAD SPACING OCCUR, CONTRACTOR SHALL USE TRIANGULAR HEAD SPACING, WHERE POSSIBLE. SEE LEGEND FOR MAXIMUM SPACING. VERIFY THAT EXISTING WIRES TO CONTROLLER AND MAINLINE ARE AVAILABLE AS SHOWN ON PLAN.S. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. OBTAIN COVERAGE TEST APPROVAL FROM LANDSCAPE ARCHITECT PRIOR TO PLANTING OR SEEDING. CONTRACTOR'S MAINTENANCE PERIOD SHALL NOT BE TERMINATED UNTIL THE FOLLOWING CONDITIONS ARE SATISFIED AND APPROVED BY THE LANDSCAPE ARCHITECT: VALVES SHALL BE WIRED TO CONTROLLER IN SAME NUMERICAL SEQUENCE AS INDICATED ON PLANS. "DRAWINGS OF RECORD" SHALL INCLUDE LOCATIONS OF MAINS, VALVES, SLEEVES, CONDUITS. LOCATE, ON REPRODUCIBLE MATERIAL.BY DIMENSIONING FROM TWO (2) FIXED POINTS. IT8iU~fE~~ 8ftJ:~~~~'8_H~i1cf~~N~fH~u1~J~Aci~v~~~6RB~Lf~~- coNTROLLER. THE CHART SHALL BE MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR AND SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW. THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL "DRAWINGS OF RECORD". THE LINE WEIGHTS AND LETTERING ON THE CHART SHALL BE SO DRAWN TO BE CLEARLY READABLE. AN ENCROACHMENT REMOVAL PERMIT WILL BE REQUIRED FOR ALL EQUIPMENT LOCATED WITHIN PUBLIC RIGHT OF WAY. WHERE FIELD CONDITIONS REQUIRE CHANGES, HEADS SHALL BE ADDED OR DELETED IN ACCORDANCE WITH THE MAXIMUM SPACING LIMITS ESTABLISHED IN THE IRRIGATION LEGEND. PIPE SIZING SHALL BE ADJUSTED ACCORDINGLY. WATER VELOCITY IN PIPES SHALL NOT EXCEED 5 FEET PER SECOND. SYSTEMS ARE TO BE INSTALLED AS SHOWN ON THE PLANS AND IN ACCORDANCE WITH THE CRITERIA AND STANDARDS OF THE CITY, AND OTHER APPLICABLE STANDARDS AS OF THE APPROVED DATE OF THESE PLANS. THIS INCLUDES COUNTY HEALTH DEPT. AND WATER DISTRICT REQUIREMENTS FOR RECYCLED WATER USE. LANDSCAPE ARCHITECTIJRE 4730 PALM AVENUE, STE 210 LA MESA, CA 91841 (619) 463-7876 "AS BUil T" RCE ___ _ EXP. DATE ---BRASS NIPPLE Ti"IO BRA55 5TREET ELBOi"IS YilRE CONNECTOR DETAIL HEVIEWED BY: L-6 C.LA5S S 1 5 PVC HAINLINE ~---PVC S X T ELBOl"I ORSXSXTTEE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. INSPECTOR DATE APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS I SaT I CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE IRRIGATION DETAILS AND NOTES FOR: ® DB-IELINE INf!ItlLLATIQN ADJUST AS NECESSARY FOR IRREGULAR AP.EAS. ALL DRIPLINES TO UL TIHATEL Y TERMINATE TO A PVC. HEADER AND FLU5H VALVE 3. TOP OF QUICK COUPLING VALVES V'IITHIN 5' Of PAVING SHALL NOT BE HIGHER THAN ADJACENT PAVING. CALIFORNIA BANK & TRUST 4. QUICK COUPLER VA!..VES SHALL BE OF A TYPE APPROVED FOR RECYCLED V'IATER USE GUIC,K COUPLER APPROVED 1-i; C,~ PLANNING DATE BY DESCRIPTION REVISIONS DWN. BY: G APP'D. CHKD. BY: GM RVWD BY: GM PROJECT NO, SDP 09-05 DRAWING NO. 468-SN JN: 12-003 7 / 16/ 1 3 CONSTRUCTION l~~IGATION SPE:CIFICATIONS NOTE: THE GENERAL AND SPEC.IA!.. CONDITIONS NOTED HEREIN ARE AN INTEGRAL PART Of THE LANDSCAPE PLANS AND HUST BE C.AREFUJ..J.. Y CONSIDERED IN CONNECTION HERE/"IITH. I. PL,RPOSE Of THE SPl;:CIFICATIONS: II. IT IS THE INTENT OF THESE SPECIFICATIONS THAT: A. THE l"IORK OF ASSEMBLING AND INSTALLING THE SPRINKLER SYSTEMS l"IIJ..J.. BE ACHIEVED IN AN EFFICIENT AND SATISFACTORY MANNER AC.CORDING TO THE HIGHEST l"IORKHANJ..IKE STANDARDS ESTABLISHED FOR SPRINKLER iNSTAJ..J..ATION AND OPERATION. 6. THAT THE FINISHED SYSTEMS SHAJ..J.. BE COMPLETE IN EVERY RESPECT AND SHAJ..J.. BE LEFT READY FOR OPERATION TO THE SATISFACTION OF THE Ol"INER. ACCORDINGLY. THE REQIJIREMENTS OF THESE SPECIFICATIONS ARE A PART OF THE SPRINl<J..ER SYSTEM CONTRACT. A. 6. THE l"IORI< INCLUDED IN THESE SPECIFICATIONS SHAJ..J.. CONSIST OF THE FURNISHING OF ALL LABOR, TOOLS, MATERIALS, PERMITS, APPLIANC.i;:S, TAXES AND AJ..J.. OTHER COSTS, FORSEEABLE AND UNFORSEEABJ..E AT THE TIME OF CONTRACTING, NEC.ESSARY AND APPROPRIATE FOR THE INSTALLATION OF A SPRINl<UcR SYSTEM AS HEREIN SPECIFIED AND SHOl"IN ON THE ACCOMPANYING DRAl"IINGS. NO DEVIATION FROM THESE SPECIFICATIONS, OR FROM THE AGREEMENT, OR FROM THE GENERAL CONDITIONS IS AUTHORIZED AND NO SUCH DEVIATION SHAJ..J.. BE MADE i.,NJ..ESS THE J"IRITTEN AUTHORIZATION THEREFORE, SIGNED BY THE O/"INER OR HIS DULY APPOINTED REPRESENTATIVE, HAS BEEN OBTAINED IN ADVANCE. . Ill. Gl!:NERAL CONDITIONS: A. 6. EXi;:CUTION, CORRELATION AND INTENT OF DOCUMENTS: THE CONTRACTOR SHALL ABIDE BY, AND COMPLY l"IITH, THE TRUE INTENT AND MEANING OF THE DRAl"IINGS AND SPECIFICATIONS TAl<EN AS A /"IHOJ..E AND SHAJ..J.. NOT AVAIL HIHSEJ..F TO THE DETRIMENT OF THE l"IORI< OF ANY MANIFEST ERROR OR OMISSION SHOULD ANY EXIST. FIGURES, DIMENSIONS ON THE DRAl"IINGS SHALL TAl<E PRECEDENCE OVER HEASUREHENTS BY SCALE, AND DETAILED DRAl"IINGS FURNISHED SHAJ..J.. TAKE PRECEDENCE OVER GENE RAJ.. DRAl"IINGS SO FURNISHED. SURVi;:YS, PERMITS AND REGULATIONS: THE O/"INER SHAJ..J.. FURNISH AJ..L SURVEYS UNLESS OTHER/"IISE SPECIFIED. PERMITS AND LICENSES NEC.ESSARY FOR THE EXECUTION OF THE /"IORI< INCLUDING, BUT NOT LIMITED TO, BUIJ..DIN6 PER.HITS FROM THE CITY OR COUNTY BUIJ..DIN6 DEPARTMENT AUTHORIZED TO PERMIT THE l"IORK, SHAJ..J.. BE SECURED AND PAID FOR BY THE CONTRACTOR. C. DRAl"IINGS AND VERIFICATION OF DIMENSIONS: 1. AJ..J.. IRRIGATION SHAJ..J.. BE IN ACCORDANCE l"IITH PLANS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL CHECK AND VERIFY AJ..J.. DIMENSIONS INDICATED ON THE PLOT PLAN. THE CONTRACTOR SHAJ..J.. ACKNOl"IJ..EDGE THAT HE HAS VERIFIED AJ..J.. DIMENSIONS AND SHAJ..J.. INDICATE AJ..J.. DISCREPANCIES IN PJ..OT PLAN, If ANY. ANY INDICATED DISCREPANCIES l"IIJ..L BE CHECKED IHHEDIATEJ.. Y BY THE Ol"INER BY IN-FIELD MEASUREMENTS AND IF ANY DISCREPANCY IS FOUND, THE Ol"INER l"IIJ..J.. Ai.,THCR!ZE, IN l"IRITING, AJ..J.. NECESSARY ADDITIONS OR DELETIONS. D. SPAC.IN6 OF SPRINl<J..ER HEADS AND J..OC.ATIONS OF VALVES SHAJ..J.. BE AS INDICATED ON THE DRAl"IINGS l"IITH CONSIDERATION BEING GIVEN TO PREVAILIN6 l"IIND CONDITIONS. E. CHANGi;:S: THE Ol"INER AND CONTRACTOR HEREBY AGREE THAT THE O/"INER OR HIS REPRESENTATIVE SHAJ..J.. HAVE THE RIGHT TO HAKE MINOR CHANGES TO THE IRRIGATION SYSTEMS AND THEIR J..OC.ATIO!'-IS l"IITHOUT ADDITIONAL COST TO THE Ol"INER. F. EXISTING CONDITIONS: PRIOR TO SUBMISSION OF HIS BID. CONTRACTOR SHAJ..J.. EXAMINE THE SITE AND SATISFY HIHSEJ..F AS TO THE CONDITIONS THEREOF. G. SITE CONF!aRENCE: PRIOR TO COMMENCING /"IORK ON THE PROJECT, THE CONTRACTOR SHALL ARRANGE AN ON SITE CONFERENCE l"IITH THE O/"INER/CH, AND AT THIS TIME THE CONTRACTOR SHAJ..J.. LAYOUT THE SYSTEM FOR APPROVAL. H. CODES: AJ..J.. l"IORl<HANSHIP AND MATERIALS SHAJ..J.. C.ONFORH TO J..OC.AJ.. BUILDING AND PLUMBING CODES HAVING JURISDICTION. I. QUANTITIES LISTED ON IRRIGATION LEGEND ARE NOT GUARANTEED AND ARE FOR CON TRAC. TOR'S CONVENIENCE ONJ.. Y. J, PROTECTION OF l"IC:RI< AND PROPERTY: THE CONTRACTOR SHALL BE LIABLE FOR AND SHAJ..J.. TAl<E THE FOJ..J..Ol"<ING ACTIONS, J... 1 . 2. 3. K. 1. 2. IV. ANY EXISTING BUILDINGS, EQUIPMENT, PIPING, PIPE COVERING, EJ..EC. TRICAJ.. SYS TE HS. SEl"IERS, SIDEl"IAJ..l<S, GROUND, ROADS, LANDSCAPING OR STRUCTURE OF ANY KIND DAMAGED (INC.J..UDING l"IITHOUT !..IMITATION, DAMAGE FROH LEAl<S IN THE PIPING SYSTEMS BEING INSTALLED OR HAVING BEEN INSTALLED BY CONTRACTOR) BY THE CONT RAC. TOR, OR HIS AGENTS, EMPLOYEES, OR St;BC.ONTRAC.TORS DURIN6 THE COURSE OF HIS l"IORK, l"IHETHER THROU6H NEGJ..I6ENC.E OR OTHERl"liSE, SHAJ..J.. BE REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS O/"IN EXPENSE IN A HANNER SATISFACTORY TO THE 0/"INER, l"IHIC.H REPAIR OR REPJ..AC.EHENT SHALL BE A CONDITION PRECEDENT TO O/"INER'S OBLIGATION TO HAKE FINAL PAYMENT UNDER THE CONTRACT. CONTRACTOR SHAJ..J.. ALSO BE RESPONSIBLE FOR DAMAGES TO ANY l"IORK COVERED BY THESE SPECIFICATIONS BEFORE FINAL AC.C.EPTANC.E OF THE l"IORK. HE SHAJ..J.. SECL,REJ.. Y GOVER AJ..J.. OPENIN6S INTO THE SYSTEMS AND GOVER AJ..J.. APPARATUS. EQUIPMENT AND APPLIANCES, BOTH BEFORE AND AFTER BEIN6 SET IN PJ..AC.E TO PREVENT OBSTRUCTIONS IN THE PIPES AND THE BREAKAGE, MISUSE OR DISFIGUREMENT OF THE APPARATUS, EQUIPMENT OR APPLIANCE. CONTRACTOR SHAJ..J.. ADEQUATELY PROTECT ADJACENT PROPERTY AS PROVIDED BY J..Al"I AND CONTRACT DOCUMENT. ACCi;:SS TO AND INSPECTION, TESTING AND APPROVAL OF l"IORK: CLOSING IN UNINSPEC. TED /"IORI<: C.ONTRAC. TOR SHAJ..J.. NOT GAUSE OR ALJ..O1"1 ANY OF HIS l"IORK TO BE COVERED OR ENCLOSED IJNTIJ.. IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE Ol"INER. SHOULD ANY C:F HIS l"IORK BE ENCLOSED OR COVERED BEFORE Si.,C.H INSPECTION AND TEST, HE SHAJ..J.. UNCOVER THE i"<ORK AT HIS O/"IN EXPENSE IN ORDER TO AFFORD THE NEC.ESSARY INSPECTION BY THE O/"INER.REINSPEC.TION OR TESTING Of J"IORK UNAPPROVED OR l"IORK FAILING INITIAL TESTING OR INSPECTION: CONTRACTOR l"<IJ..J.. PAY FOR ANY ADDITIONAL TRIPS FOR REINSPEC.TION OR RETESTING AT THE RATE Of$ 100 PER HOUR OF THE O/"INER'S (OR HIS AUTHORIZED REPRESENTATIVE'S) TIME ON THE JOB, PLUS EXPENSES. AMOUNTS Oi"<ED BY THE CONTRACTOR HEREUNDER HAY BE DEDUCTED BY THE Oi"<NER FROM THE PROGRESS PAYMENTS DUE TO CONTRACTOR NEXT FOJ..J..Oi"<ING THE DATE OF FAILURE OF INSPECTION OR TESTING BASED UPON THE Ol"INER'S REASONABLE ESTIMATE OF THE TIHE REQUIRED FOR REINSPEC.TION OR RETESTING. SUPERINTi;:NDENCE -SUPERVISION: THE C.ONTRAC. TOR SHAJ..J.. l<EEP ON HIS i"<ORK, DURING ITS PROGRESS. A COMPETENT ENGLISH SPEAKING SUPERINTENDENT AND ANY NECESSARY ASSISTANTS, AJ..J.. SATISFACTORY TO THE Or'INER. THE SUPERINTENDENT SHAJ..J.. NOT BE CHANGED EXCEPT l"<ITH THE CONSENT OF THE O/"INER, UNLESS THE SUPERINTENDENT PROVES TO BE UNSATISFACTORY TO THE CONTRACTOR AND CEASES TO BE IN HIS EMPLOY. THE SUPERINTENDENT SHAJ..J.. REPRESENT THE CONTRACTOR IN HIS ABSENCE AND AJ..J.. DIREC. TIONS GIVEN HIM SHAJ..J.. BE AS BINDING AS IF GIVEN TO THE C.ONTRAC. TOR. HE SHAJ..J.. BE FAHIJ..IAR r'IITH AJ..J.. CONTRACT DOC.UHENTS, PLANS, SPECIFICATIONS AND DETAILS AND SHALL HAVE A C.OHPJ..ETE SET OF PLANS ON THE JOB AT AJ..J.. TIMES. SPECIAi-CONDITIONS: A. IRRl1;ATION SYSTEM: 1. THE IRRIGATION SYSTEMS SHALL INCLUDE AJ..L MATERIALS AND THEIR INSTAJ..J..ATION IN AC.C.ORDANC.E l"IITH PLANS AND SPECIFICATIONS PREPARED BY THE Oi"<NER. 2. AJ..J.. PRESSURE LINES, NON-PRESSURE LINES, VAL YES AND HISCEJ..J..ANEOUS SPRINKLER HEADS SHAJ..J.. BE MANUFACTURED, SUPPLIED AND INSTALLED IN STRICT ACCORDANCE l"IITH THE SPECIFICATIONS DETAILED IN THE HEREIN MENTIONED IRRIGATION PLANS AND SPEC.IFIC.ATIONS. 3. SUBSTITUTION OF MATERIALS. SIZES OR HANUFAC. TURER l"<IJ..L NOT BE AJ..J..O/"IED UNLESS THI;: Oi"<NER AND LANDSCAPE ARCHITECT AGREE TO ANY PROPOSED CHANGES IN i"<RITING. 6. CLEAN UP: 1. KEEP THE PREMISES CLEAN AND FR.EE Of EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO l"IORK Of TrllS SECTION. 2. UPON COMPLETION OF THE r'IORK. THE CON TRAC. TOR SHALL REMOVE HIS HATERIAJ... EQUIPMENT AND V'lASTE TO THE SATISFACTION OF THE O/"INER. C. RE:5PONSI13IJ..ITY: 1. PROTEC. T i"<ORK OF THIS SEC. TION AND r'IORK OF OTHERS AT AJ..J.. TIMES IN PERFORMANCE OF i"<ORK OF THIS SECTION. 2. PROTECT AJ..J.. MATERIALS FR.OH THEFT, AJ..J.. CONTROLLERS FROM i"<EATHER, UNTIL END OF MAINTENANCE PERIOD. 3. C.AREFUJ..J.. Y NOTE ALL ESTABLISHED GRADES BEFORE C.OHHENCING /"IORK. RESTORE ANY ESTABLISHED GRADE CHANGE DURING COURSE OF THIS i"<ORK TO ORIGINAL CONTOURS. D. MATi;:RIAJ..;,, 1. GENERAL: HATERIAJ..S SHAJ..J.. INCLUDE, BUT NOT BE LIMITED TO THE FOJ..J..O/"IING ITEMS, AJ..J.. PRESSURE SUPPLY LINES, NON-PRESSURE LINES, VARIOUS TYPES OF VALVES, AND AJ..J.. TYPES OF SPRINKLER HEADS. ALL MATERIALS AND EQUIPMENT SHALL BE NEY'!, OF DOMESTIC, MANUFACTURE AND CONFORM TO PERFORHANC.E STANDARDS AND/OR DATA HEREIN, AND AS SHOl"<N IN LEGEND ON DRAl"<INGS, INSTALLED INSTR.IC T ACCORDANCE l"IITH CONSTRUCTION DETAILS. 3. 4. 5. b. 7. E. 1 . 2. PLASTIC. PIPE AND FITTINGS: a. PIPE: EXTRUDED FROH 1 00% VIRGIN POL YVINYJ.. CHLORIDE PVC., TYPE I, GRADE 11, C.J..ASS 1 1 20 MATERIAL. 1. AJ..J.. PLASTIC. PIPE SHALL BE CONTINUOUS!.. Y AND PERMANENT!.. Y HARl<ED l"IITH THE FOJ..LOl"<ING INFOR.HATION: HANUFAC.TUR-ER'S NAME, NOHINAJ.. PIPE SIZE, PVC 1 120 AND PRESSURE RATING IN P.S.I. 2. HANUFAC TUR.ER SHALL MARK DATE OF EXTRuSION ON PIPE. DATING TO BE PERFORMED IN CONJUNCTION r'IITH RECORDS HELD BY MANUFACTURER COVERING QUALITY CONTROL TESTS, RAl"I HATERIAJ.. BATCH NUMBER, AND OTHER INFORMATION DEEMED NEC.ESSARY BY MANUFACTURER. 3. AJ..J.. SOL VENT SHAJ..J.. BE AS RECOMMENDED BY THE HANUFAC. TUR.ER OF PIPE FITTING AND AS APPROVED. USE NO SOLVENT FROM GANS l"<HIC.H HAVE BEEN OPENED OVERNIGHT. b. FITTINGS: 1. PLASTIC, FITTING: PVC, TYPE I, IFS SCHEDULE 40, NSF APPROVED ON AJ..J.. PRESSURE LINES. 2. PVC, TYPE I, IFS SCHEDULE 40, NSF APPROVED ON AJ..J.. NON-PRESSURE LINES. 3. COUPLIN6S, SHAJ..J.. BE MADE FROM EXTRUDED STOCK, REAMED r'IITH A TAPER. 4. AJ..J.. PLASTIC FITTINGS, A HOJ..DED FITTING. ALL SPRINKLER HEADS: AJ..J.. SPRINKLER HEADS SHAJ..J.. BE OF TYPE AND HODEL AS INDICATED IN THE LEGEND AND SHAJ..J.. BE INST AJ..J..ED AS INDICATED ON DETAILED DRAi"'IINGS. BAJ..!.. VALVES: BAJ..!.. VALVES 2" IN SIZE AND SHAJ..J..ER SHAJ..J.. BE BJ..OC.KED, TRUE UNION, SCREi"'IED, l"IITH HAND LEVER FOR OPERATION. EACH BAJ..!.. VALVE SHAJ..J.. BE HOUSED IN A BOX AS NOTED ON PLANS. R.EHOTE CONTROL VAL YES SHAJ..J.. BE PER HODEL AND TYPE AS INDICATED ON THE DRAl"IINGS. VALVES SHAJ..J.. BE r'IIRED TO CONTROLLER IN SAHE NUMERIC.AL SEQUENCE AS INDICATED ON PLANS. AJ..J.. DIREC. T BUR.IA!.. CONTROL i"<IRE SHAJ..J.. BE bOOV. SINGLE CONDUCTOR SOLID COPPER. U.F., U.J... APPROVED. 1 4 GA. HINIHUH PILOT Y'IIR.E, PER VAL VE MANUFACTURER'S RECOMMENDATIONS, 12 GA. HINIHUM FOR C.OHMON GROUND RETURN l"IIRE. SITE CONDITIONS: EXERCISE EXTREME CARE IN EXCAVATING AND /"IORKING NEAR EXISTING UTILITIES. CONTRACTOR SHAJ..J.. BE RESPONSIBLE FOR DAMAGES TO UTILITIES l"<HIC.H ARE CAUSED BY HIS OPERATIONS OR NEGLECT. COORDINATE INST AJ..J..A TION OF AJ..J.. SPRINKLER MATERIALS, INCLUDING PIPE, SO THERE SHALL BE NO INTERFERENCE EXISTING l"IHIC.H r'IOi.,J..D HINDER PLANTING, INST AJ..J..ATION OF UTILITIES AND OTHER C.ONSTRUC. TION. F. PHYSICAi.. 1-AYOUT: 1. PRIOR TO INSTAJ..J..ATION, CONTRACTOR SHALL STAKE OUT AJ..J.. PRESSURE 5UPPJ..Y LINES, ROUTIN6 AND J..OC.ATIONS OF SPRINKLER HEADS. 2. AJ..J.. PROPOSED LAYOUTS SHALL BE SUBMITTED, APPROVED BY ARCHITECT PRIOR TO INSTAJ..J..ATION. 3. ALJ.. SPRINKLER HEADS SHAJ..J.. BE SET AT A FINISH HEIGHT TO AC.COHHODATE AND CONSIDER GROr'ITH OF ADJACENT PLANT HATERIAJ..S. HEADS SHAJ..J.. NOT BE LOCATED BEHIND ANY PLANT MATERIAL SO THAT FUTURE GR.Or'ITH l"IOUJ..D IMPAIR THE EFFECTIVENESS OF THAT HEAD. THE OY'iNER'S REPRESENTATIVE SHAJ..J.. BE NOTIFIED OF Al..!.. CONFLICTS BEFORE INSTALLATION. G. r'IATi;:R SUPPI-Y: 1. C.ONNEC. T SPR.INJ<J..ER IRRIGATION SYSTEM TO OUTLETS AS INDICATED ON DRAl"<INGS. 2. CONNECTION SHALL BE MADE AT APPROXIMATE LOCATIONS SHOl"IN ON DRAl"<INGS. CONTRACTOR IS RESPONSIBLE FOR MINOR CHANGES CAUSED BY AC.TUA!.. SITE CONDITION. AJ..J.. INST AJ..J..ATIONS SHALL BE COHPJ..ETEJ.. Y ACURATE ON THE CON TRAC TOR'S AS-BUil.. T DRAl"<INGS AND SUBMITTED EACH MONTH r'IITH THE MONTHLY PAY REQUEST. H. ASSEMi3J..IE5: 1. ROUTING OF PRESSURE SUPPLY LINES AND LA TERAJ..S, AS INDIC.A TED ON DR-Ai"<INGS, IS DIAGRAHHATIC.. INSTALL LINES AND VARIOUS ASSEMBLIES IN SUCH A HANNER AS TO CONFORM r'IITH PLANS AND DETAILS. 2. INST AJ..J.. AJ..L ASSEMBLIES SPECIFIED HEREIN IN ACCORDANCE r'IITH RE SPEC. TIVE DETAIL. IN ABSENCE OF DETAIL DRAr'IINGS OR SPECIFICATIONS PERTAINING TO SPECIFIC. ITEMS REQUIRED TO COMPLETE r'IORK, PERFORM SUCH Y'IORK IN ACCORDANCE l"<ITH BEST STANDARD PRACTICE l"<ITH PRIOR. APPROVAL OF Or'INER. I. LINE CLEARANCE: AJ..J.. LINES SHAJ..J.. HAVE A HINIHUH OF SIX (b) INC.HES CLEARANCE FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. PARAJ..J..EL. LINES SHALL NOT BE INSTALLED DIREC Tl.. Y OVER ONE ANOTHER. AS THEY HAY BE REQUIRED, i"<ITH REGARD TO DAMAGE TO ANY OF THE Or'INER'S 2. PIPE LINES (REFER TO DRAl"<INGS) "AS BUil T" PROPERTY, LANDSCAPE ARCHITEClURI 4730 PALM AVENUE, STE 210 LA MESA, CA 91941 (619) 463-78/6 DATE RCE EXP, REVIEWED BY: INSPECTOR DATE Dl6 TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF DITCH. J..AY PIPE TO AN EVEN GRADE:. TRENCHING EXCAVATION SHAJ..J.. FOJ..J..O1"1 LAYOUT INDICATED ON DRAY'IINGS AND DETAILS. DEPTH OF PIPE: PER PLANS. K. i3ACKFILLIN~: C.OHPAC.T SAC.KFI/..L FOR. TR.ENCHIN6 TO DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOil.. AND C.ONFORH TO ADJACENT GRADES i"<ITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER IRREGULARITIES. PJ..AC.E INITIAL BACKFIJ..J.. ON AJ..J.. PRESSURE AND NON-PRESSURE: LINES OF A FINE 6RANUJ..AR HATERIAJ.., NO FOREIGN MATTER LARGER THAN ',/2" IN SIZE r'IIJ..J.. BE PERMITTED. I... TE5TINC.,: 1. NO TESTING 5HAJ..L TAl<E PLACE:, NOR SHAJ..l.. ANY r'IATER BE AJ..LOl"<ED INTO ANY SYSTEM. BEFORE THE SOLVENT MANUFACTURER'S REC.OHHENDED CURING TIME HA5 ELAPSED. 2. TEST AJ..J.. PRESSURE LINES UNDER HYDROSTATIC PRESSURE OF 125 J..BS. PER SQ. IN. AND TEST AJ..J.. NON-PRESSURE LINES UNDER EXISTING STATIC PRESSURE TO PROVE BOTH l"IATER TIGHT. 3. SUSTAIN PRESSURES IN LINES FOR NOT LESS THAN FOUR HOURS. IF LEAKS DEVELOP, REPLACE JOINTS AND REPE:AT TE:ST UNTIL ENTIRE: SYSTEM IS PROVEN l"IATER TIGHT. 4. TESTS SHALL. BE OBSERVED AND APPROVED BY ARCHITECT PRIOR TO BAC.l<FIJ..J... 5. UPON COHPJ..ETION OF EACH PHASE OF l"IORK, ENTIRE SYSTEM SHAJ..J.. BE TESTED AND ADJUSTED TO MEET SITE REQL,IREMENTS. 6. THE ABOVE TESTING SHAJ..J.. BE C.OHPJ..ETED AND APPROVED PRIOR TO PJ..ANTIN6 OF ALL PLANTS EXCEPT SPEC.IHEN TREES. 7. HEADS IN PLANTING AREAS SHALL BE ADJUSTED FOR COVERAGE AND HEIGHT AS DIRECTED BY THE LANDSCAPE ARCHITECT. M. INSPECTION OF i"<O"<.K: INST AJ..J..ATION AND OPERATIONS HUST BE APPROVED BY ARC.HITEC T AS 5PE:C.IFIED UNDER GENERAL CONDITIONS. FINAL INSPECTION i"<ILJ.. BE HADE AT THE CONCLUSION OF THE LANDSCAPE MAINTE:NANC.E: PERIOD. N. COVERA1;i;: TEST, Y'IHEN THE SPRINKLER SYSTEM IS C.OHPJ..ETED, THE CONTRACTOR SHAJ..J.. PERFORM AS COVERAGE TEST IN THE PRESENCE: OF THE Or'INER TO DETERMINE IF THE COVERAGE IS C.OHPJ..ETE AND ADEQUATE. THE CONTRACTOR SHAJ..J.. BE: RESPONSIBLE TO CORRECT INADEQUACIES OF COVERAGE ONJ.. Y r'IHERE DRAl"<ING AND DIR.EC. TION BY Oi"<NER HAVE: NOT BEEN FOJ..J..Ol"<ED. 0. ADJU5TING OF SYSTEM: 1. ADJUST VAL YES, AND AJ..IGNHENT AND COVERA6E OF AJ..J.. SPRINl<J..ER HEADS. 2. If IT IS DETERMINED THAT ADJUSTHENT5 IN THE IRRIGATION EQUIPMENT r'IILJ.. PROVIDE PROPER AND HORE ADEQUATE COVERAGE, CONTRACTOR SHAJ..J.. HAl<E AJ..J.. NEC.ESSARY ADJUSTMENTS PRIOR TO FINALIZING PROJECT. 3. AJ..J.. ADJUSTMENTS SHAJ..J.. BE HADE TO THE SATISFACTION OF THE Oi"<NER. P. 6UARANTEi;:: 1. THE i"<ORK INCLUDED ON THESE PLANS SHAJ..J.. BE GUARANTEED AGAINST AJ..J.. DE:FE:C TS AND MAJ..FUNC. TION OF l"IORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FR.OM THE DATE OF FINAL AC.C.EPTANC.E BY THE Or'INER. SHOULD ANY TROUBLE DEVELOP l"IITHIN THE TIHE SPECIFIED ABOVE, AJ..J.. NE:C.ESSARY REPAIRS AND/OR REPLACEMENTS SHAJ..J.. BE MADE BY THE CONTRACTOR, IN AN EXPEDIENT MANNER, AT NO ADDITIONAL COST TO THE Or'INER. THE Ol"INER RETAINS THE RIGHT TO HAKE EHER6ENCY REPAIRS r'IITHOUT RELIEVING THE C.ONTRAC. TOR'S GUARANTEE OBLIGATIONS. 2. IN THE EVENT THE CONTRACTOR DOES NOT RESPOND TO THE Oi"<NER'S REQUEST FOR REPAIR J"IORK UNDER THIS GUARANTEE l"IITHIN A PERIOD OF 4e HOURS, THE Oi"<NER MAY HAl<E: SUCH RE:PAIRS AS HE MAY DEEM NEC.ESSARY AT THE FULL EXPENSE OF THE GONTRAG TOR. 3. ANY SETTLING OF BAC.KFIJ..J..ED TRENCHES i"<HICH MAY OC.C.UR DURING THE GUARANTEE PERIOD SHAJ..J.. BE REPAIRED BY THE CON TRAC TOR AT NO ADDITIONAL COST TO THE Oi"<NER, INCLUDING A COHPJ..ETE RESTORATION OF AJ..J.. DAMA6ED PLANTING. PAVING OR OTHER IHPROVEHENTS OF ANY KIND. 4. THE CONTRACTOR SHALL INSTRUCT THE O/"INER'S REPRESENTATIVE AND FUTL,RE MAINTENANCE PERSONNEL IN THE OPERATION OF AJ..J.. SYSTEMS. 5 THE CONTRACTOR SHALL FURNISH THE Oi"<NER l"IITH THE FOJ..J..Ol"<ING HATERIAJ..S UPON C.OHPJ..ETION OF THE: l"IORK AS PART OF THIS C.ONTRAC T. IV. a. b. c.. CONTROLLER HANUAJ.. AND KEYS. "RECORD" DRAl"<INGS SHAJ..J.. INCJ..UDE LOCATIONS OF AJ..J.. MAINS, VALVES, SLEEVES, AND QUICK COUPLERS. LOCATE BY DIMENSIONING FROM Tr'IO (2) FIXED POINTS ON REPRODUCIBLE MA TERIAJ... 2 QUICK COUPLER VAL.VE KEYS AND 2 HOSE Sl"<IVEJ..S. L-7 REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP 1D. APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS I SH7ET I CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE IRRIGATION SPECIFICATIONS FOR: CALIFORNIA BANK & TRUST I APPROVED 14;: [( Gr-E:'1\A --i-2:2,, \~ PLANNING DATE D\IVN. BY: GM PROJECT NO. DRAWING NO. CIJKD. BY: GM SOP 09-05 RV\IVD BY: GM 468-SN I JN: 12-003 7/16/13 CONSTRUCTION .,., ' , '" .J' ,I ~--'---·· __'._ LEGEND SYMBOL SPECIES/COMMON NAME ANIGOZANTHOS BUSH RED RED KANGAROO PAW SIZE QUANTITY 0 © 0 ® © ...,/\...,., ANIGOZANTHOS YELLOW YELLOW KANGAROO PAW CALLISTEMON 'LITTLE JOHN' DWARF BOTTLEBRUSH CYCAS REVOLUTA SAGE PALM CLUMP -3 TRUNK SPECIMEN PITTOSPORUM TOB. 'VARIEGATA' MOCK ORANGE PHORMIUM 'DUET' NEW ZEALAND FLAX PHORMIUM 'SUNDOWNER' NEW ZEALAND FLAX RHAPHIOLEPIS 'CLARA' INDIA HAWTHORN TRACHELOSPERMUM JASMINOIDES STAR JASMINE ON WALL: TRAIN ESPALLIER: CALLIANDRA INAEQUILATERA PINK POWDER PUFF ERIOBOTRYA DEFLEXA 5 GAL 5 GAL 15 GAL 24" BOX 15 GAL. 5 GAL. 15 GAL 15 GAL. 5 GAL 15 GAL. BRONZE LOQUAT 36" BOX ANNUAL COLOR 1 GAL TO BE SELECTED, DEPENDING ON SEASON ----------TREE ROOT BARRIER: SOILS TEST NOTE 10' LENGTH X 20" DEPTH BIOBARRIER ROOTGUARD -INSTALL WHERE SHOWN AND AT ANY OTHER LOCATION WHERE TREE IS WITHIN 5'-0" OF HARDSCAPE. INSTALL PER MANUF. SPECS AND DETAILS. A SOILS TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING. A. ORGANIC MATTER 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 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. 1. FL.ACE 2" DIAMETER l..ODGEFOl..E5 OUTSIDE ROOTBAl..l.. OR "I" Al'IA'!' FROM TR.UNI<.. 2. IMAGINARY l..lNE BETl'IEEN STAl<.E AND TREE 5HAl..l.. BE FARAl..LEl.. TO FREVAll..lNG /'!IND DIRECTION 3. NAil.. TREE TIE TO 5TAl<.E 4. TREE TIE FER FL.ANTING 5FECIFICATION5 5. USE 2 1 GRAM 20-1 0-1 5 FERTILIZER TABS FER 5FEC5. 2" SHREDDED BARI<. MUl..CH ----~ o" HIGH /'!ATER BASIN---- MUl..CH DEPTH PER Fl..AN5 FINISH GRADE AMENDED BACl<.Fll..l.. MIX ----¾~,-.• ..,,1 FER 5011.. REPORT • 0 ~ -I m 45 15 14 3 19 35 6 54 52 3 9 22 ..... " "'I. .... ," , ...... ✓ ....... .., ,.:' 111-:: llif_ - '/E~-3" DIAMETER FERF 5El'!ER FIFE IN GEOTEXTILE SOC.I<. ;xci'-~. 0"-\) s\O ----~ ..... \ SHOWN FOR REFERENCE ----~--c.....-------__i /' ', ONLY: TREES 1 \ ON ADJACENT SLOPE -I ) SEE PLANS BY SCHMIDT 1 / ,.,-. DESIGN GROUP \ :, ·. . '-::--::..---. ,,<o··.· :·\--. i·. ·. -.•.... . . · .. ,·. '. ·, ' ~--·_ .. ·· / , .. · , ,·· . •'' .-. . '. -::::_ • ~:-··'·,··.·-,\ .. ' ·-.:·_"t ::::.., . . '' .,_,·._ ,·· _, EXISTING SL Cli'E EAS[MENT TO BE VACATED. SEE CIV!I_ DRP.WlfJGS C 1. 1 ' ,, ?. .• '-..• ';I LIMIT p.F-WQRK -~ / ' I \ I \ .· I I I / \ / , ...... ____ ,,,,. \ PARKING LOT EXISTl~IG WATER EASEM[NT TO Bl VACATED.-···· SEE CIViL DRAWINGS Cl. 1 '::'.1 0 co :s: 0 ~ z / .,,./.// ,/ .,,...,.,_.,., '_,/ ''\ '\,../ ,,..,., \ / \ ' )!' ,/ '\ ' ___ _,.,,// _.,,,,,,,,,.., // .,,,,.,,./· L--------. "-------- l<.EEP MUl..CH AJAIA'!' FROM --------., C.ROJAIN OF SHRUB :2" BARI< MULCH INSIDE JAIATER BASi_~ 4" HIGH l"IATER BASIN ----~ MULCH DEPTH PER PL.ANS --~ FINISH GRADE --------.. FERTll..lZER TABS ... ,, ......... _.. ... ,, ... ,,. ... ., ... ... ' ............ ... --- '/).//'/,1111 II' llli ... 1111~ LANDSCAPEARCHITECWRE 4730 PALM AVFNIJE, STE 270 LA MESA, CA 91941 (619) 463-7876 "AS BUil T" 2" DIAM. X 1 O' !..ONG -----..c--fiti11 lfu'=,ji~~H#ltl~!H#~I l..ODGEFOl..E5. . , Ill --'' --FOR IN5FEC.TION/AERATION -- AMENDED 6AC.1<.Fll..l.. MIX --------''tr'' ~-"ailf!o PER SOil.. REPORT. ~Ill~~~ A -1111-IN5TAl..l.. 3" DIAMETER fl..AT GREEN 3 X C.ONT AINER DIAMETER TREE PLANTING SC.ALE 9/4"• 1' Fl..A5TIC. GRATE iN TOP. Tl'IO FER TREE ON OPPOSITE SIDES OF THE ROOTBAl..l... PLACE ROOTBAl..l.. ON NATIVE 5UBGRADE SHRU6 PLANTING SCALE 9/4 •1 I ~111 _Jill---1111 II .. = = -;;;,_111 1111-' RCE ____ EXP, k 1 3 X CONTAINER DIA HETER REVIEWED BY: INSPECTOR DATE DATE PROPOSED BANK BUILDING ,· 0. · .. ·· ', ' ' ,• 0 •;~ ~~ 0 . \ .·, \ ',: '\ ''' ... ·· ~ '.::x\ .J_\~ ·o·.·_>·~ . ·, --~-~N ' . ', .... -·. \' • '✓ • '. •·, ,:\~_._.··.~·-.... . ;~. -;:;;~t-<:fl,-:,:. ,, .,, . ' .. ·, ., ', ., .. -' ', ' • I .-· . ·· .· . ·, '· . ; ~·:_.\ p:> .• . . '. ' ' , . . ... '" .. ·._-~•~f'{,Y- ,' . . ';,.-· • ' ,, ·, ,· . NORTH SCALE: 111 101 5 10 20 30 40 GRAPHIC SCALE_-J=.E-ET--------------- ------------------ APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE PLANTING PLANS FOR: CALIFORNIA BANK & TRUST APPROVED J-t_; PLANNING L-8 DATE BY DESCRIPTION APP'D. DWN. BY: CHKD. BY: GM PROJECT NO. DRAWING NO. REVISIONS RVWD BY: GM SDP 09-05 468-SN JN: 12-003 7 / 1 6/ 1 3 CONSTRUCTION L.ANDSCAFE FL.ANTING SPECIFICATIONS NOTE: GENERAL AND SPECIAL CONDITIONS NOTED HEREIN ARE AN INTEGRAL PART OF THE LANDSCAPE PLANS AND MUST BE CAREFULLY CONSIDERED IN CONNECTION THEREWITH. I. II. PURPOSE OF THE SPECIFICATIONS: IT IS THE INTENT OF THE SPECIFICATIONS THAT: A. THE WORK OF CONSTRUCTING AND INSTALLING THE LANDSCAPING BE ACHIEVED IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE HIGHEST WORKMANLIKE STANDARDS. B. THE FINISHED INSTALLATION SHALL BE COMPLETE IN EVERY RESPECT TO THE SATISFACTION OF THE OWNER. ACCORDINGLY, TliE REQUIREMENTS OF THESE SPECIFICATIONS ARE A PART OF THE LANDSCAPE CONTRACT. SCOPE OF WORK: A. THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL CONSIST OF THE FURNISHING OF ALL LABOR, TOOLS, MATERIALS, PERMITS, APPLIANCES, TAXES AND ALL OTHER COSTS, FORESEEABLE AT THE TIME OF CONTRACT/NG, NECESSARY AND APPROPRIATE FOR THE INSTALLATION OF THE LANDSCAPING AS HEREIN SPECIFIED AND SHOWN ON THE ACCOMPANYING DRAWINGS .. B. NO DEVIATION FROM THESE SPECIFICATIONS, OR FROM THE AGREEMENT, OR FROM THE GENERAL CONDITIONS IS AUTHORIZED AND NO SUCH DEVIATION SHALL BE MADE, UNLESS THE WRITTEN AUTHORIZATION THEREFORE, SIGNED BY THE OWNER OR HIS DULY AUTHORIZED REPRESENTATIVE, HAS BEEN OBTAINED IN ADVANCE. Ill. GENERAL CONDITIONS: A INTERPRETATION OF PLANS AND SPECIFICATIONS: 1. 2. THE LANDSCAPE ARCHITECT WILL INTERPRET THE MEANING OF ANY PART OF THE PLANS AND SPECIFICATIONS ABOUT WHICH ANY MISUNDERSTAND/NG MAY ARISE, AND HIS DECISION WILL BE FINAL. SHOULD THERE APPEAR TO BE AN ERROR OR DISCREPANCY IN OR BETWEEN THE PLANS, SPECIFICATIONS, AND PLANTING LISTS, THE CONTRACTOR SHALL REFER THE MATTER TO THE LANDSCAPE ARCHITECT FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. SHOULD THE CONTRACTOR PROCEED WITH THE WORK WITHOUT SO REFERRING THE MATTER, HE DOES SO ON HIS RESPONSIBILITY. B. QUALITY OF WORK: THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED AT LEAST TWO DAYS PRIOR TO WORK COMMENCEMENT, BY THE CONTRACTOR AND PRIOR TO INSPECTION VISITS BY THE LANDSCAPE ARCHITECT. ALL WORK SHALL BE DONE IN A GOOD WORKMANLIKE MANNER IN ACCORDANCE WITH ALL PLANS AND SPECIFICATIONS AND BEST CONSIDERED PRACTICE, Sr/ALL MEET \IV/TH THE APPROVAL OF THE LANDSCAPE ARCHITECT AND OWNER, AND SHALL BE IN ACCORDANCE \IV/TH THE REQUIREMENTS OF LOCAL BUILDING CODES, LAWS, AND SPECIFICATIONS. ANY DEFECTIVE WORK WILL BE REDONE AT THE CONTRACTOR'S EXPENSE AS DIRECTED BY THE LANDSCAPE ARCHITECT. C. PERMITS THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ANY AND ALL NECESSARY BUILDING PERMITS FROM THE CITY OR OTHER GOVERNMENTAL AUTHORITIES. D. LICENSE REQUIREMENTS: E. F. THE CONTRACTOR SHALL CARRY NECESSARY CONTRACTOR'S CALIFORNIA STATE LICENSE OR CERTIFICATE FOR TYPE OF WORK LISTED, SUCH AS THE LANDSCAPE CONTRACTOR'S LICENSE NO. C-27. INSURANCE COVERAGE: THE CONTRACTOR SHALL CARRY ALL NECESSARY COMPENSATION AND LIABILITY INSURANCE TO COVER HIS WORKMEN AND WORK TO FULLY PROTECT THE OWNER FROM ANY POSSIBLE DAMAGE SUIT OR LIEN ON THE OWNER'S PROPERTY IN THE COURSE OF THE WORK BY THE CONTRACTOR, AND WILL SHOW THE OWNER SUCH EVIDENCE OF ABOVE INDICATED INSURANCE COVERAGE. PROPERTY, ETC., DAMAGE RESPONSIBILITY: 1. THE CONTRACTOR IS TO PROTECT AT ALL TIMES ALL EXISTING UTILITIES, STRUCTURES, TREES, PLANTS, AND OTHER FEATURES INTENDED TO REMAIN ON AND ADJACENT TO THE JOB SITE, AND TO REPAIR OR REPLACE ANY DAMAGED ITEM IN A NEAT AND GOOD WORKMANLIKE MANNER DURING AND DUE TO HIS WORK ON THE JOB; AND HE SHALL ASSUME ALL DAMAGE OR INJURY THAT MAY RESULT TO ALL SUCH PROPERTY AND/OR TO PERSONS WHERE SUCH DAMAGE OR INJURY IS CAUSED IN CONNECTION WITH HIS WORK, OR IS DUE TO HIS NEGLIGENCE OR TO HIS LEAVING OPEN OR UNPROTECTED PORTIONS OF STREETS OR OTHER PROPERTY. 2. SHOULD ANY PART OF THE WORK UNDER THIS CONTRACT BE DAMAGED BY OTHER CONTRACTORS, THE CONTRACTOR AND PARTY CAUSING SUCH DAMAGE SHALL MAKE ADJUSTMENTS BETWEEN THEMSELVES, AND NOT WITH THE OWNER, RELATIVE TO THE REPAIRS OR RECONSTRUCTION AND PAYMENT FOR SAME. G. KNOWLEDGE OF SITE: IT IS ASSUMED THAT THE CONTRACTOR HAS VISITED THE SITE AND FAMILIARIZED HIMSELF AS TO THE SITE CONDITIONS; AND SHALL HAVE VERIFIED ALL DIMENSIONS, AS WELL AS ASCERTAINING THE MEANS OF GETTING MATERIAL INTO THE SITE, AND ANY OTHER FACTORS AFFECTING THE WORK. H. SEGREGATION OF COSTS: AT THE TIME OF EXECUTION OF THE CONTRACT, THE CONTRACTOR SHALL FURNISH TO THE OFFICE OF THE OWNER, FOR PURPOSES OF ACCOUNT/NG AND SCHEDULING, A SEGREGATED COST SCI/EDULE OR BREAKDOWN OF THE CONTRACT PRICE, LISTING THE VARIOUS COMPONENTS IN THE PLANS, AS WELL AS UNIT PRICES OF EACH COMPONENT SPECIFIED, IN A FORM SATISFACTORY TO THE OWNER. THESE SCHEDULES SHALL ALSO BE USED AS THE BASIS IN FORMULATING THE PROGRESS PAYMENTS TO BE MADE TO THE CONTRACTOR, AND THESE COST BREAKDOWNS SHALL BE PART OF THE CONTRACT. I. J. K. L. M. N. 0. IV. A. B. c. D. 1, 2. E. F. 1. 2. EXTRAS OR CHANGES: ANY EXTRAS OR CHANGES FROM THE CONTRACT ON THE JOB SHALL HAVE THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT AND MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT AND OWNER. INCREASED COSTS: IF THE EXTRA OR CHANGE IS TO BE DONE AT AN INCREASED COST OVER AND ABOVE THE CONTRACT FEE, THE OWNER SHALL SIGN THE CONTRACTOR'S WRITTEN REQUEST FOR SUCH ADDITIONAL FUNDS FOR EXTRA WORK PRIOR TO ACTUALLY DOING THIS WORK. SITE CONDITION: THE CONTRACTOR, IN THE COURSE OF HIS WORK, IS TO KEEP THE SITE IN A NEAT AND TIDY CONDITION AS MUCH AS IS PRACTICAL SO AS NOT TO DISTURB THE NORMAL USAGE OF THE SURROUND/NG AREAS BY THE OWNER OR BY OTHERS. SITE CLEARANCE: UPON COMPLETION OF THE WORK THE CONTRACTOR SHALL PROPERLY CLEAN AND TIDY SUCH WORK AND THE SURROUNDING AREAS USED BY HIM, AND REMOVE ANY OR ALL EXCESS MATERIALS, DIRT, DEBRIS FROM THE SITE, OR TO DISPOSE OF SAME AS DIRECTED BY THE LANDSCAPE ARCHITECT. OWNER'S MATERIALS: DURING THE COURSE OF THE WORK, ANY MATERIALS, EQUIPMENT AND SERVICES MAY BE PROVIDED BY THE OWNER AND USED BY THE CONTRACTOR IN THE JOB; FOR SUCH MATERIALS, EQUIPMENT AND SERVICES THE CONTRACTOR IS TO GIVE CREDIT TO THE OWNER AT THE STANDARD CURRENT RATE FOR SUCH ITEMS. SUCH CREDIT, IF ANY, WILL APPEAR IN THE FINAL BILLING BY THE CONTRACTOR TO THE OWNER.. PLANS AND SPECIFICATIONS: ALL LANDSCAPING INCLUDING PLANTS, GROUND COVERS, SOIL ADDITIVES, AND OTHER MISCELLANEOUS LANDSCAPE ITEMS SHALL BE PROVIDED AND INSTALLED IN STRICT ACCORDANCE WITH PLANS AND SPECIFICATIONS PREPARED BY OWNER. CHANGES. THE OWNER SHALL HAVE THE RIGHT TO MAKE MINOR CHANGES IN THE LANDSCAPE DESIGN AND INSTALLATION TO INSURE PRACTICAL/TY OF DESIGN AND FOR AESTHETIC REASONS, AT NO ADDITIONAL COST SPECIAL CONDITIONS: GRADING: GRADE ALL AREAS BY FILLING AND/OR REMOVING SURPLUS SOIL AS NEEDED TO ENSURE PROPER GRADES AND DRAINAGE AS INDICATED ON THE PLANS. UNLESS OTHERWISE NOTED, FINISH GRADES SHALL BE BELOW HARDSCAPE AS FOLLOWS: 2" FOR GflOUND COVER AREAS. MOISTURE CONTENT: THE SOIL SHALL NOT BE WORKED WHEN MOISTURE CONTENT IS SO GREAT THAT EXCESSIVE COMPACTION WILL OCCUR, NOR SHALL IT BE SO DRY THAT DUST WILL OCCUR AND FORM IN THE AIR OR THAT CLODS WILL NOT BREAK READILY. WATER SHALL BE APPLIED IF NECESSARY TO PROVIDE IDEAL MOISTURE CONTENT FOR TILLING. WEED REMOVAL: WEEDS, PLUS BERMUDA GRASS, ETC., SHALL BE DUG OUT FROM ALL PLANTING AREAS BY THEIR ROOTS WHEREVER POSSIBLE AND REMOVED FROM THE SITE. WHERE NECESSARY TO DISCOURAGE REOCCURRENCE OF THIS MATERIAL, THE CONTRACTOR SHALL APPLY ONE OR MORE TREATMENTS OF A SATISFACTORY CHEMICAL PER MANUFACTURER'S DIRECTIONS IN REGARD TO CONCENTRATION, PLUS ALLOWANCE OF AN AMPLE PERIOD OF TIME FOR EFFECTIVE PERFORMANCE PRIOR TO CULTIVATION. THE SITE SHALL BE MAINTAINED IN A WEED AND LITTER FREE CONDITION DURING THE MA/NTENANCE PERIOD. WEEDS SHALL ElE REMOVED AT rREOUENCIES ADEQUATE TO PREVENT THE MATURATION OF WEED SEEDS. PLANTS: INSPECTION: PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION BY LANDSCAPE ARCHITECT AT PLACE OF GROWTH AND/OR THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE SITE IMMEDIATELY. CONDITIONS: PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY AND SPECIES, SOUND, HEALTHY, VIGOROUS, FREE FROM PLANT DISEASE, INSECT PESTS OR THEIR EGGS, AND SHALL HAVE HEALTHY, NORMAL ROOT SYSTEMS, WELL FILLING THEIR CONTAINERS, BUT NOT TO THE POINT OF BEING ROOT BOUND. PROTECTION PROTECT AND MAINTAIN ALL PLANTS FROM SUN, DROUGHT, WIND, THEFT, RAIN AND HEAT AT ALL TIMES BEFORE AND DURING PLANTING OPERATION. PLANTING REQUIREMENTS FOR TREES PLANT MATERIALS IN OU/INT/TIES AND SIZES SPECIFIED SHALL, AFTER GRADING OPERATIONS, BE SPOTTED APPROXIMATELY AS SHOWN ON THE LANDSCAPE DRAWINGS AND ARE TO BE APPROVED BY THE LANDSCAPE ARCHITECT BEFORE BEING REMOVED FROM CONTAINERS AND EXCAVATING SOIL FOR PLANTING. ALL BACKFILL MATERIALS SHALL BE MIXED THOROUGHLY ON SITE BEFORE USING. G. SOIL PREPARATION (USE FOR BID PURPOSES ONLY. ACTUAL QU/\NITITES SHALL BE BASED UPON A SOILS ANALYSIS, TO BE OBTAINED BY CONTRACTOR AFTER GRADING. SUBMIT A COPY TO LANDSCAPE ARCHITECT FOR APPROVAL BEFORE ORDERING AMENDMENTS -SEE NOTE ON PLANTING SHEET L-8): 1. THE FOLLOWING SHALL BE APPLIED FOR 7 000 SQ. FT. OF PLANTING AREA AND TILLED INTO THE SOIL TO A DEPTH OF 6": 2. 3. H. 1. 2. 3. 4. 5. 6. 7. 8. 9. I. J. K. 1. 2. a. NITROGEN STABILIZED SAWDUST: 4 CUBIC YARDS b. COMMERCIAL FERTILIZER. 6-20-20 20 LBS c. GYPSUM: 25LBS BACKFILL FOR ALL SHRUBS (EXCEPT AZALEAS, GARDENIAS AND CAMELLIAS) AND TREES SHALL CONSIST OF THE FOLLOWING MATERIALS PER 70 CUBIC YARDS: a. ON SITE SOIL: 8 CUBIC YARDS b. NITROGEN STABILIZED SAWDUST: 2 CUBIC YARDS c. IRON SULFATE 20LBS d. GYPSUM 20 LBS. AMENDED BACKFILL TO BE PLACED IN THE UPPER 12" OF BACKFILL ONLY. SOIL BACKFILL BELOW THIS DEPTH SHALL NOT CONTAIN ANY ORGANIC MATTER .. BACKFILL FOR AZALEAS, GARDENIAS AND CAMELLIAS SHALL BE A SOIL MIX SPECIFICALLY FORMULATED FOR ACID LOVING PLANT MATERIAL. AT AZALEAS, GARDENIAS AND CAMELLIAS EXCAVATE PLANTING PITS THREE TIMES WIDER THAN ROOTBALL WIDTH. SUBMIT ALL RECEIPTS AND RETAIN ALL EMPTY BAGS FOR ALL AMENDMENTS FOR APPROVAL BY LANDSCAPE ARCHITECT. PLANTING CONTAINER GROWN PLANTS 15 GALLON AND SMALLER SHALL BE PLANTED IN PLANT PITS THREE (3) TIMES WIDER THAN PLANT CONTAINER AND THE SAME DEPTH OF THE HEIGHT OF PLANT CONTAINER. PLANT CROWN TO BE SLIGHTLY HIGHER THAN ITS NATURAL GROWING HEIGHT AFTER SETTLEMENT. PRUNE PLANTS AS DIRECTED BY LANDSCAPE ARCHITECT. ALL PLANTS SHALL BE WATERED IMMEDIATELY, BEFORE BACKFILLING PLANTING PITS. ALL AREAS RECEIVING PLANTS AND SOD SHALL BE MOIST TO A DEPTH OF 6" AT TIME OF PLANTING. USE AGRIFORM 20-10-5, 21 GRAM TABLETS PER MANUFACTURER'S SPECIFICATIONS, WITH ALL SHRUBS AND TREES. 1 PER LINER OR 1 GALLON, 2 PER 5 GALLON, 3 PER 15 GALLON & 4 PER FOOT OF BOX WIDTH. PLANT ALL TREES AND SHRUBS 5' MINIMUM FROM HUNTER IRRIGATION HEADS (SLOPES ONLY). SCARIFY THE SIDES OF EACH ROOT BALL PRIOR TO PLANTING IF CIRCULAR ROOT GROWTH IS EVIDENT. PLANT QUANTITIES ON THE PLANT LIST ARE FOR THE CONTRACTOR'S CONVENIENCE AND NOT GUARANTEED TO BE ACCURATE. PLANT SYMBOLS TAKE PRECEDENCE OVER QUANTITIES SPECIFIED. ALL WORK SHALL BE AS DIRECTED BY LANDSCAPE ARCHITECT WHO SHALL BE APPOINTED PRIOR TO THE COMMENCEMENT OF THE WORK. RECEIPTS: CONTRACTOR SHALL SUBMIT ALL MATERIAL RECEIPTS TO LANDSCAPE ARCHITECT. MAINTENANCE: THE MAINTENANCE PERIOD SHALL NOT BEGIN UNTIL ENTIRE INSTALLATION IS ACCEPTED BY THE OWNER. THE MAINTENANCE PERIOD SHALL BE FOR THE FOLLOWING DURATION: 90 DAYS. ALL PLANTS AND PLANTING SHALL BE GUARANTEED FOR THE FOLLOWING DURATIONS BEGINNING AT THE FIRST DAY OF THE MAINTENANCE PERIOD. a. TREES AND SHRUBS 15 GALLON AND LARGER. b. SHRUBS 5 GALLON AND SMALLER, LAWN AND GROUND COVER: 365 DAYS 90 DAYS ALL DEAD, DAMAGED OR BROKEN PLANT MATERIAL, INCLUDING GROUND COVER, SHALL BE REPLACED AT TWO WEEK INTERVALS. "AS BUil T" RCE l::.XP, REVIEWED BY'. DATE - Rl:V/S/ONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENT AT/ON IN FIELD. LANDSCAPE ARCHITECTURE 4730 PALM AVENUE, STE 21 D LA MESA, CA 91941 (619) 463-7876 APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS L-9 I SH9[T I CITY OF CARLSBAD PLANNING DEPARTMENT I Sl~TS I LANDSCAPE PLANTING SPECIFICATIONS FOR: CALIFORNIA BANK & TRUST APPROVED rt;, PLANNING OWN. BY: bM PROJECT NO. 7· '!.:t-\'5 DATE -l-!:D'.:::A~Tc:.E.L!B~Y_1_ ________ DC'.!E~Se,C,:,Rle._Pl.,_,l,cO!.!N _______ ---'-'A--"P_P __ 'D. CHKD.BY: GM REVISIONS RVWD BY: GM SOP 09-05 DRAWING NO. 468-5N INSPECTOR DATE JN: 12-003 7/16/13 CONSTRUCTION