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DWG 286-6L; LPC 2023-0025; REEF; 01-26
,, ,, '' ,, ,, ;1•' ; '' ,, ',,' ' GENERAL NOTES: THE FOLLOWING GENERAL NOTES ARE PROVIDED BY THE LANDSCAPE ARCHITECT WITH THE INTENTION OF PROVIDING OVERALL DIRECTIONS FOR THE CONTRACTOR. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. CONTRACTOR SHALL COORDINATE LANDSCAPE WORK WITH THE WORK OF OTHER TRADES AND PROFESSIONS PRESENT ON SITE. CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE THROUGHOUT THE ENTIRE CONSTRUCTION CYCLE. 1.1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF EXISTING AND PROPOSED UTILITIES WITHIN THE PROJECT LIMITS WHICH MAY BE AFFECTED BY INSTALLATION. IMMEDIATELY CONTACT THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE IN THE CASE OF A CONFLICT. 2. CONTRACTOR SHALL VERIFY WITH THE LANDSCAPE ARCHITECT/ OWNER'S REPRESENTATIVE THAT PLANS IN HAND ARE CURRENT AND APPROVED. 2.1. DO NOT SCALE DRAWINGS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS AND AND NOTIFY LANDSCAPE ARCHITECT / OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT IMMEDIATELY. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. 4. ALL WORK CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE AND WITH OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODE ,REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. 5. REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAIL OR DRAWINGS. 6. THE CONTRACTOR SHALL OBTAIN NECESSARY AND/ OR REQUIRED PERMITS AND PAY ALL RELATED FEES AND/ OR TAXES REQUIRED TO INSTALL THE WORK ON THESE PLANS. 7. THE CONTRACTOR SHALL BE APPROPRIATELY LICENSED AS REQUIRED BY THE STATE IN WHICH THE WORK IS TO TAKE PLACE. 8. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN ON THESE DRAWINGS AND SPECIFICATIONS UNLESS SPECIFICALLY NOTED OTHERWISE. 9. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE SHOWN; THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT AND HIS ENGINEERS SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND HIS ENGINEERS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES, WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND HIS ENGINEERS, WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED TO, DURING OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE GENERAL CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 10. A PROTECTION FENCE SHALL BE CONSTRUCTED AND MAINTAINED DURING CONSTRUCTION CONFORMING TO THE REQUIREMENTS OF THE BUILDING CODE. 11. MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BY APPLICABLE REGULATIONS. 12. THE GENERAL CONTRACTOR WARRANTS TO THE OWNER AND THE ARCHITECT THAT ALL MATERIALS AND EQUIPMENT FURNISHED WILL BE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS. 13. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK AND/OR EQUIPMENT SUPPLIED BY THE OWNER. 14. PROVIDE FACILITIES FOR THE PHYSICALLY HANDICAPPED IN ACCORDANCE WITH C.A.C. TITLE 24 AND AS REQUIRED BY THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE (IBC). 15. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE GENERAL CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. 16. PAVING, MASONRY AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE WITH THE ELECTRICIAN, DRAIN LINE SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDER OR THROUGH HARDSCAPE ELEMENTS. 17. VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. 18. IN THE CASE OF DISCREPANCIES IN THE DRAWINGS, SPECIFICATIONS TAKE PRECEDENCE OVER DETAILS, AND DETAILS TAKE PRECEDENCE OVER PLANS. 19. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE PROJECT LANDSCAPE ARCHITECT .. 20. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL TRADES ARE PROVIDED WITH CURRENT DRAWINGS AND SPECIFICATIONS APPROVED FOR CONSTRUCTION. DO NOT ALLOW DOCUMENTS NOT APPROVED FOR CONSTRUCTION TO BE USED IF SEEN ON SITE. 21. ALL LOCAL, MUNICIPAL, COUNTY AND STATE REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF WORK ARE HEREBY INCORPORATED INTO THE PROJECT PLANS AND SPECIFICATIONS TO BE CARRIED OUT BY THE CONTRACTOR. Sheet Number 1 2 3 4 5 6 7 8 9 10 11 12A 12B 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 VICINITY MAP CITY OF OCEANSIDE HIGHWAY ?s CITY OF VISTA PROJECT LOCATION >---Ro ~o :::..-, --v-1 GA J ~ PACIFIC OCEAN cosr /AVE;'~---\ 0 ' 0 i'; '-'I o.c ,J ~ CITY OF ENCINITAS DRAWING INDEX Sheet Title COVER SHEET ORIENTATION PLAN CONSTRUCTION NOTES + SCHEDULES CONSTRUCTION PLAN CONSTRUCTION PLAN LIGHTING PLAN LIGHTING PLAN SECTIONS ELEVATIONS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS IRRIGATION TITLE SHEET IRRIGATION NOTES + SCHEDULES IRRIGATION PLAN IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION SPECIFICATIONS IRRIGATION SPECIFICATIONS PLANTING NOTES+ SCHEDULE PLANTING PLAN PLANTING PLAN PLANTING DETAILS HYDROZONE DIAGRAM CONSTRUCTION SPECIFICATIONS PLANTING SPECIFICATIONS TOTAL SHEETS landscape achitecture environmental planning urban design CT. LOCATION MAP M cCu II ou gh L,A. corn 3605-B Fifth Avenue San Diego, CA 92103 619,296 3150 , llllA1E lllllTINL DESIGNER OF WORK REVISION DESCRIPTION CITY REVIEW AND APPROVAL: A SEP ARA TE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. INFORMATION REGARDING AS-BUILT PLANS: IRRIGATION AS-BUILT PLANS ARE REQUIRED TO BE SUBMITTED TO THE CITY AND SHALL BE PREPARED AS REQUIRED BY THE ENGINEERING AND PLANNING DIVISIONS. THE FINAL PLANS SHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR. FINAL AS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY PRIOR TO RELEASE OF SECURITIES. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY THE: CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY ANO DOES NOT RELIEVE ME, AS THE: UCE:NSED 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, PHONE NO: ( -619_) -=2=9'---=6'--'-3=1=5"--'0=------ REGISTRA TION NO 4048 EXP/RATION DA TE: 12/31/23 --'--'------- WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND /RR/GA TION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE RE:GULA TIONS I HA VE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. SIGNED UNDER PE:NAL TY or PERJURY PHONE NO (619) =2~9~6--3~1~5~0 ___ _ REGISTRA T/ON NO. 4048 EXP/RATION DA TE: 12/31/23 BACKFLOW PREVENTER TESTING: ALL !RR/GA T/ON BACKFLOW PREVENTER$ SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATEFi DISTFi/CT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTEFi SHALL BE "SCHEDULE K HARD COPPE.Fi", APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND BY CALLING ( 442) 339-2722 INSPECTION PROCEDURES: INSPECTION OF THE PF/OJECT SHALL BE PERFOFiMED BY THE LANDSCAPE ARCHITECT OF WOF/K, OF/ THE LANDSCAPE ARCHITECT OF WOF/K'S DESIGN A TED AGENT. REFER TO THE SPECIF/CA TTONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS ANO REQUIRED SUBMITTAL$. FOLLOWING COMPLE:T/ON OF THE WORK, THE LANDSCAPE AF/CHITECT OF THE WOF/K WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERT/FICA TION OF COMPLETION" FORM. £-MAIL THE FORM TO. bp@dugmoredes,gnstudio com TO MAKE A REQUEST FOFi A FINAL LANDSCAPE INSPECTION BY THE CITY, CALL (760} 436-7327, PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DES/GNEFi OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WO,~K SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING DATE: SUBMITTAL: AREA. 1010.2022 PLAN CHECK SUB MITT AL 12052022 PLAN CHECK RE-SUBMITTAL 03102023 PLAN CHECK 2ND RE-SUBMITTAL 11 AS BUILT" PLA EXP. DATE REVIEWED BY1 INSPECTOR DATE I s:EET 11 CITY OF CARLSBAD PLANNING DIVISION COVERSHEET REEF Rennovat1on 2290 Cosmos Court, Cartsbad, CA 92075 I APPROVE~"-1(_ Q ... " PLANNING 1 11.{2.S3[1,3 OWN BY. PROJECT NO DRAWING NO, DATE INITIAL DATE INITIAL CHKD BY. LPC2023-0025 286-6L OTHER APPROVAL CITY APPROVAL RVWDBY· DEV2023-0060 I I f ,, . ,•' ':•' i '' • ' ,. '. . ,.,, . . ·'. . . i I I \ ' ••••••••••••••••••• I !-- \ RW---RW---RW--- I s ---s---d PE~ D'N0 2 .. 1-7 ·.,[ ------w ------V ' \ \ RW--- \ ' ' \ ' ' C \ \ EXl$1lNG TI.IRFT-0 REMAtl RW--- C 'J c:--R.' r E ---); .J'.:.. ,f,",,_, _.'.:. '"""'\ I -.,/ ---- A.C.P P--D •·r: c_----<: h',y 21,.-7 \ ' \ I \ 1\ C P. \ \ \ \ ' ' \ ' ' ' ' ' ' ' \ \ ' ' ' \ I \ \ \ ' ' SEE SHEETS 5,7, 14, AND 20 MATCHLINE SEE SHEETS 4,6, 13, AND 19 lilil;{ \ \ \ \ \ I \ \ I LIM!; OF WORK I / ' ' I ~~-::.:----7 _. ____ _J I LIMIT OF WORK I / ............. ~.~.~.~.F..~ ..... ~ .,,l:~i!I1I11r:11JIIttitIJiltf It~1ItiiititIIr,ItJ!e!Ititiitt . / -c.::::-..;=.--=:c:=--..... ' ' I -7 \ I ' 0 T vi ------w vi. / I . ' v-J ! _/ landscape ach1tecture environmental planning urban design McCu11oughLA.com 3605-B Fifth Avenue San Diego, CA 92103 619 296.3150 / N E9 0 8 16 32 SCALE: 1116"=1'-0" APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. BUIL T 11 PLA EXP. DATE REVIEVED BY: INSPECTOR DATE CITY OF CARLSBAD PLANNING DIVISI □N ORIENTATION PLAN REEF Rennovabon 2290 Cosmos Court, Cansbad, CA92075 1----+----,r-----------------+---+---r---i----. ~P~LAN;=.;:;Nl~NG;:====:::;-;==~~~~==:::::;-~~=.:=:~~ DWN BY. PROJECT NO. DRAWING NO. I APPROVED. ~ ,I! 4··. CHKDBY. LPC2023-0025 286-6L RVWD BY. DEV2023-0060 DATE !N!TIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CrrY APPROVAL . ,.,'. ,.,•, . ' ' ' ,·'' ,, ' l : ' . , .. JOINT LAYOUT NOTES: 1. WHENEVER POSSIBLE, JOINTS SHALL BE ALIGNED WITH FACE OF WALL, MULLION, PAVING INTERSECTION, OR OTHER OBVIOUS ARCHITECTURAL FEATURE. CONTRACTOR SHALL COORDINATE IN FIELD BY CHALKING JOINT LINES WITH PROJECT LANDSCAPE ARCHITECT PRIOR TO FINAL CUT AND FABRICATION, TYP. 2. INSTALL EXPANSION JOINTS AT ALL INSTANCES WHERE CONCRETE PAVING ABUTS A VERTICAL SURFACE, TYP. 3. ALL SAW CUT JOINTS SHALL BE A WIDTH OF 1/8"; RE: SPECIFICATIONS 4. ALL EXPANSION JOINTS SHALL BE A WIDTH OF 3/16". RE: SPECIFICATIONS CONSTRUCTION NOTES: THE FOLLOWING CONSTRUCTION AND DESIGN LAYOUT NOTES ARE PROVIDED BY THE LANDSCAPE ARCHITECT WITH THE INTENTION OF PROVIDING GENERAL DIRECTIONS TO THE CONTRACTOR FOR THE INSTALLATION OF HARDSCAPE AND RELATED MATERIALS. 1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS, LAYOUT, AND WORK FROM PREVIOUS, AS WELL AS, ONGOING CONTRACTS/ CONSULTANTS IN THE FIELD. CONTRACTOR SHALL REPORT AND DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH THAT PORTION OF WORK. 2. CONTRACTOR SHALL REQUEST A FIELD REVIEW BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE OF THE LAYOUT OF ALL ELEMENTS, AS SHOWN. CONTRACTOR SHALL STAKE ALL LOCATIONS AND OBTAIN APPROVAL FROM THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF WORK. 3. CONTRACTOR SHALL VERIFY THE LAYOUT OF ALL MATERIALS IN THE FIELD FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. THIS INCLUDES, BUT IS NOT LIMITED TO: PAVING, BOLLARDS, TREE GRATES, LIGHT POLE BASES, FOUNTAINS, STEPS, SEATS, AND WALLS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING HARDSCAPE AND OTHER IMPROVEMENTS OUTSIDE THE LIMITS OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF ANY DAMAGES INCURRED AS A DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION PROCESS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL MEP AND IRRIGATION SLEEVING BENEATH AND THROUGH HARDSCAPE. 6. · CONTRACTOR SHALL REQUEST A FIELD REVIEW BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE OF ALL SITE LIGHTING FIXTURES, JUNCTION BOXES, TRANSFORMERS, AND PANELS. CONTRACTOR SHALL STAKE ALL LOCATIONS AND OBTAIN APPROVAL FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7. CONTRACTOR SHALL COORDINATE ALL LAYOUT WORK POINTS, MONUMENTS, GRID LINES, AND CONTROLS, AMONG ALL TRADES; SPECIFICALLY, BUT NOT LIMITED TO, SITE FORMATION, FLATWORK, AND WALL WORK. 8. CONTRACTOR SHALL REFER TO PAVING OR MATERIALS PLAN(S) FOR ALL FLATWORK AND WALL WORK JOINT LOCATIONS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS VERIFYING JOINT LAYOUT PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL ERECT AND INSTALL ALL WORK LEVEL, PLUMB, SQUARE, TRUE, STRAIGHT, AND IN PROPER ALIGNMENT. 10. CONTRACTOR SHALL NOT SCALE DRAWINGS; CONTRACTOR SHALL USE DIMENSIONS SHOWN, TYP. 11. NO DIMENSIONS ARE ADJUSTABLE WITHOUT THE REVIEW AND APPROVAL OF LANDSCAPE ARCHITECT UNLESS NOTED[+/-] FV (FIELD VERIFY). 12. DIMENSIONS NOTED AS [CLR] CLEAR SHALL BE STRICTLY MAINTAINED ALLOWING FOR THICKNESS OF ALL FINISHES. CONTRACTOR SHALL FIELD VERIFY [FV] PRIOR TO CONSTRUCTION. 13. ALIGN MEANS ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. 14. ALL ANGLES ARE ASSUMED TO BE 90 DEGREES UNLESS OTHERWISE NOTED IN THE PLANS. 15. ALL CURVES FOR PAVING, BANDS, PATHS, EDGING, AND HEADER BOARDS SHALL BE ALIGNED IN A SMOOTH AND CONTINUOUS FASHION AND SHALL MEET ADJACENT SURFACES AT 90 DEGREES, UNLESS OTHERWISE NOTED ON THE PLANS. ALL WALK RADII AND CURVES SHALL BE SMOOTH AND CONTINUOUS WITHOUT ABRUPT CHANGES OR BENDS UNLESS OTHERWISE SHOWN. DESIGN MATERIAL NOTES: THE FOLLOWING DESIGN MATERIAL NOTES ARE PROVIDED BY THE LANDSCAPE ARCHITECT WITH THE INTENTION OF PROVIDING GENERAL DIRECTIONS TO THE CONTRACTOR FOR THE INSTALLATION OF HARDSCAPE AND RELATED MATERIALS. 1. ALL FINISHED GRADES AND LANDSCAPE OPERATIONS SHALL BE CARRIED OUT IN ACCORDANCE WITH THE PROJECT DRAWINGS INCLUDING: PROJECT PLANS, DETAILS, AND SPECIFICATIONS. 2. ANY DISCREPANCIES BETWEEN DISCIPLINES, PLANS, DETAILS, AND SPECIFICATIONS SHALL BE BROUGHT TO THE LANDSCAPE ARCHITECT'S ATTENTION IMMEDIATELY PRIOR TO CONTINUANCE OF RELATED OR AFFECTED WORK. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING QUANTITIES FOR ALL MATERIALS, FIXTURES, FURNISHINGS, ETC. 4. CONTRACTOR SHALL PROVIDE PHYSICAL SAMPLES OF EACH FINISH TYPE, AND PROVIDE SHOP DRAWINGS OF ALL FABRICATED CONDITIONS FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION, TYP. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL HARDSCAPE IN PLACE ONCE CONSTRUCTED AND SHALL BE HELD RESPONSIBLE FOR THE REPLACEMENT/ RECONSTRUCTION/ COST OF ANY HARDSCAPE OR RELATED CONSTRUCTION ELEMENTS DAMAGED, CRACKED, OR DESTROYED. 6. CONTRACTOR SHALL REQUEST A FIELD REVIEW BY THE LANDSCAPE ARCHITECT OF ALL FORMWORK OR A TYPICAL PORTION OF FORMWORK REPRESENTING SIMILAR WORK. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE LANDSCAPE ARCHITECT OF ALL FORMWORK FOR FLATWORK AND WALL WORK PRIOR TO CONCRETE POURING. DEMOLITION NOTES: 1. REMOVE ITEMS NOT REQUIRED FOR FILL OR RE-USE FROM THE JOB SITE, AND DISPOSE OF IN ACCORDANCE WITH LOCAL CODES AT NO ADDITIONAL COST TO AGENCY. DO NOT BURN RUBBISH OR DEBRIS. 2. ANY DAMAGE TO EXISTING PLANT MATERIAL OR HARDSCAPE ELEMENTS THAT ARE TO REMAIN (I.E., CURBS, WALLS, ADJACENT PROPERTY, ETC.) SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE AGENCY. 3. ALL SURFACES WHERE GROUND COVER HAS BEEN REMOVED SHALL BE GRUBBED AND BROUGHT TO A CONSISTENT GRADE WITH NO IRREGULARITIES, TO THE SATISFACTION OF THE AGENCY. 4. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITY LINES, PIPES, VAULTS, OR BOXES PRIOR TO ANY EXCAVATION. NOTIFY CITY IMMEDIATELY AND REPAIR ANY SUCH DAMAGED ITEMS IF DAMAGED. REPAIRS SHALL BE MADE AT NO ADDITIONAL COST TO THE AGENCY. 5. THE CONTRACTOR SHALL NOTIFY AGENCY'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF FIELD CONDITIONS SHOULD VARY FROM THOSE SHOWN ON PLAN. 6. LOCATIONS OF EXISTING SITE ELEMENTS ARE APPROXIMATE. NOTIFY THE AGENCY'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF THE LOCATION OF THESE ITEMS INTERFERES WITH THE PROPER EXECUTION OF WORK. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND CAPPING ALL EXISTING IRRIGATION (MAIN AND LATERAL) LINES AFFECTED BY DEMOLITION OR GRADING. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL DEMOLISHED IRRIGATION LINES IN ACCORDANCE WITH LOCAL CODES AT NO ADDITIONAL EXPENSE TO THE AGENCY. 9. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING BID TO VISIT THE SITE PRIOR TO SUBMITTING BID. 10. NOTE SITE AND ACCESS CONDITIONS. THE CONTRACTOR SHALL TAKE THESE CONDITIONS INTO ACCOUNT WHEN PREPARING BIDS. 11. CLEAR SITE TO LIMIT OF WORK AND TO THE CORRECT DEPTH OF: GRASS, WEEDS, RUBBISH, DEBRIS, PAVEMENT, CONCRETE, INACTIVE OR ABANDONED FACILITIES (VERIFIED BY THE AGENCY'S AUTHORIZED REPRESENTATIVE.) ETC. THAT ARE TO BE REMOVED FOR CONSTRUCTION OF IMPROVEMENTS. 12. ALL DELETERIOUS MATERIALS WITHIN THE LIMITS OF WORK SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR IN A MANNER CONSISTENT WITH ALL LOCAL CODES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS AND PAY FOR ALL RELATED COSTS. 13. REQUIRED UTILITIES SHALL BE MAINTAINED IN OPERATION CONDITION DURING THE ENTIRE PERIOD OF WORK. ACTIVE UTILITIES SHALL BE PROTECTED IN PLACE BY AND AT THE EXPENSE OF THE CONTRACTOR. 14. ABANDONED UNDERGROUND UTILITIES (VERIFIED BY THE AGENCY'S AUTHORIZED REPRESENTATIVE), ROOTS (LARGER THAN 3" IN DIAMETER), ROCKS AND MASONRY LARGER THAN 4" SHALL BE REMOVED TO A MINIMUM DEPTH OF 12" BELOW THE FINISHED SURFACE. 15. THE CONTRACTOR SHALL COMPLY WITH SOILS REPORT FOR CLEARING AND GRUBBING REQUIREMENTS. GENERAL MAINTENANCE NOTES: 1. GENERAL LANDSCAPE MAINTENANCE A. PLANTING AREAS SHALL BE PRUNED AND MAINTAINED TO ENSURE A HEALTHY AND THRIVING CONDITION. B. DEAD, DYING AND DISEASED VEGETATION SHALL BE REPLACED. C. PLANTED AREAS SHALL BE MAINTAINED IN A RELATIVELY WEED-FREE CONDITION AND CLEAR OF UNDERGROWTH WHICH MAY CAUSE UNDUE FIRE HAZARDS. D. INVASIVE SPECIES SHALL BE ERADICATED. E. LANDSCAPE SHALL BE MAINTAINED TO AVOID OBSTRUCTING MOTORIST'S VIEWS. F. MULCH SHALL BE REPLENISHED AS NEEDED. SUPPLEMENTAL SOIL AMENDMENTS SHALL BE ADDED WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY PLANT GROWTH. G. PLANTS SHALL BE FERTILIZED AND WATERED AT SUCH INTERVALS AS ARE NECESSARY TO PROMOTE OPTIMUM GROWTH. H. INTEGRATED PEST MANAGEMENT PRINCIPLES AND PRACTICES SHALL BE INCLUDED IN THE MAINTENANCE PROGRAM. 2. GENERAL IRRIGATION MAINTENANCE A. LANDSCAPE IRRIGATION SHALL BE APPLIED AT A RATE NOT EXCEEDING THE INFILTRATION RATE OF THE SOIL (MINIMIZING EROSION AND WATER WASTE) BUT SUFFICIENTLY TO ALLOW FOR HEAL THY PLANT GROWTH. B. ROUTINE INSPECTIONS SHALL BE PERFORMED TO GUARD AGAINST RUNOFF AND EROSION AND TO DETECT PLANT OR IRRIGATION SYSTEM FAILURE. C. THE IRRIGATION SYSTEM AND ITS COMPONENTS SHALL BE REPAIRED AND REPLACED AS NECESSARY. GRADING AND DRAINAGE NOTES: 1. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT/OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITY LINES, VAULTS, OR BOXES PRIOR TO EXCAVATION. ANY DAMAGE INCURRED TO ANY EXISTING UTILITY ELEMENTS SHALL BE REPAIRED PROPERLY AND IMMEDIATELY AT NO ADDITIONAL COST TO THE OWNER. 3. CONTRACTOR SHALL SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND SHALL BE COMPLETELY AWARE OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL 4. CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE DRAINAGE ON SURFACE FLOW AREAS AT 1% (MIN.) ON HARDSCAPE AND 2% (MIN.) ON GRADE UNLESS OTHERWISE INDICATED. 5. WHERE PAVING AND FINISH GRADE MEET, THE FINISH GRADE SHALL BE DEPRESSED 1" IN TURF AREAS AND 1 ½" IN GROUND COVER AREAS. 6. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 7. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE UNIFORM BUILDING CODE, THE AMERICANS WITH DISABILITIES ACT OF 1991, AND ALL OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCES, AND REGULATIONS. 8. SUB-CONTRACTORS SHALL BRING DISCREPANCIES IN PLANS, SITE CONDITIONS, AND PRIOR WORK TO THE GENERAL CONTRACTOR'S ATTENTION BEFORE ANY ADDITIONAL WORK IS PERFORMED. 9. CONTRACTOR SHALL REMOVE FROM THE SITE AND LEGALLY DISPOSE OF ALL DEBRIS AND EXCAVATED MATERIAL NOT REQUIRED FOR FILL. NO RUBBISH OR DEBRIS SHALL BE BURIED ON THE SITE. 10. SLOPE IN LAWN AREAS NOT TO EXCEED 3:1. 11. PROJECT WALKS NOT TO EXCEED A SLOPE OF 20:1 OR 5% GRADIENT. 12. SLOPE IN GROUND COVER NOT TO EXCEED 2:1. 13. RAMPS INTO BUILDINGS NOT TO EXCEED 12:1 OR 8.33% 14. SLOPE OF DRAIN LINES SHALL BE 1% MINIMUM AND 50% MAXIMUM. 15. HOLD FINISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR UNLESS OTHERWISE NOTED. ALL PROPERTY LINES AND LOT LINES SHALL BE VERIFIED PRIOR TO COMMENCING WORK. 16. IF AVAILABLE, SEE CIVIL ENGINEER'S PLAN FOR PRECISE GRADING AND DRAINAGE ELEVATIONS. 17. CROSS SLOPE IN PAVED AREAS NOT TO EXCEED 2%. 18. GRADIENTS FROM RIDGE LINES AND HIGH POINTS TO DRAINS SHALL BE CONSTANT AND EVEN WITH NO ABRUPT DIPS, BUMPS AND CHANGES IN ELEVATION. REFERENCE NOTES SCHEDULE 01PAVEMENTS,RAMPS,CURBS SYMBOL DESCRIPTION ,----i-,,c t-l!1J CONCRETE . . [in,ti: PLATFORM DECK ~STEP 02 JOINTING SYMBOL DESCRIPTION ~ SCORE JOINT ~ EXPANSION JOINT 04 SITE WALLS/ EMBANKMENTS SYMBOL DESCRIPTION ~CI P CONCRETE WALL 04 SITE WALLS/ EMBANKMENTS SYMBOL DESCRIPTION • RAISED CONCRETE PAD ~ ;:, -mm QTY DETAIL MATERIAL 2,263 SF 1/SH 9 CONCRETE 704 SF 1/SH 11 WOOD 7/SH 9 CONCRETE QTY DETAIL 398 LF 2/SH 9 159LF 2/SH9 QTY DETAIL MA TE RIAL 98 LF 10/SH 9 CONCRETE QTY DETAIL MATERIAL 13 SF CONCRETE MFG. T.B.PENICK ROBI DECKING PER CONTRACTOR MFG. PER CONTRACTOR MFG. PER CONTRACTOR ~~ WOOD CLAD CONCRETE SEATING 132SF 11/SH 9 CONCRETE+ WOOD ROBI DECKING / / Ui+04 WOOD CANTILEVERED BENCH 05 SITE FURNISHINGS SYMBOL DESCRIPTION ~ DECORATIVE POT I "'7 RAISED MODULAR PLANTER 06 RAILINGS, BARRIERS, FENCING SYMBOL DESCRIPTION ~ ~ DECORATIVE METAL PANEL ~mr CABLE GUARDRIAL 09 PLANTING AND LANDSCAPE SYMBOL DESCRIPTION . . : •.••. a. :~:~::: :::: !fO!liOO, LANDSCAPE EDGE -SHOVEL CUT [®i,!l4, VINE TRELLIS 10 MISCELLANEOUS ELEMENTS SYMBOL DESCRIPTION ~ REEF ENTRY SIGNAGE ~CURB STOP EXISTING TO REMAIN SYMBOL DESCRIPTION ·~ EXISTING TREE TO REMAIN ~•1(!;! • EXISTING CONCRETE TO REMAIN t ~,tQ1t EXISTING TURF TO REMAIN REFERENCE SCHEDULE SYMBOL DESCRIPTION ~",1114• SHADE STRUCTURE· PER ARCH 64SF QTY 1 37 LF QTY 30 LF 56 LF QTY 3,308 SF 20 SF 117 LF 21LF QTY 6 QTY 4/SH 10 WOOD DETAIL MATERIAL 2/SH 10 LITE CRETE 2/SH 10 ALUMINUM DETAIL MATERIAL CORTEN STEEL 8/SH 9 STAINLESS STEEL DETAIL MATERIAL MULCH ROCK MULCH 11/SH 10 STAINLESS STEEL DETAIL MATERIAL 10/SH 10 CONCRETE DETAIL QTY DETAIL NOTE: ALL FURNISHINGS TO BE PROVIDED BY OWNER. ROBI DECKING MFG. QCP ANOVA FURNISHINGS MFG. ARTISAN PANELS INC PER ARCH. MFG DECORATIVE STONE SOLUTIONS COLOR FINISH SPEC. STANDARD EXPOSED GREY AGGREGATE BLACK LOCUST WELL-SANDED 1" X 6" BOARDS STANDARD EXPOSED GREY AGGREGATE COLOR STANDARD GREY COLOR FINISH SPEC. BOARDFORM 6" THICK FINISH SPEC. STANDARD EXPOSED GREY AGGREGATE CONCRETE. STANDARD GREY, ROBI WOOD· BLACK LOCUST BLACK LOCUST COLOR NATURAL BLACK COLOR BRECCIA COLOR BROWN CARBON SLATE CONCRETE: TOPCAST -1, ROBIWOOD. WELL-SANDED 1" X 6" BOARDS WELL-SANDED 1" X 6" BOARDS FINISH SPEC. NATURAL QR-BAY-2030P POWDER COAT CONNECT 32" H X 20" W FINISH SPEC. POWDER COAT 1/8" THICK FINISH SPEC. BARK CHIPS 1/4" 1" SIZE N/A CABLE SYSTEM COMMENT ROB! DECKING COMMENT COMMENT ROB! DECKING COMMENT #MPL322048 SECTIONS, TWO #MPL3222012 END CAPS, ONE #MPL3290J20A 90 DEGREE JUNCTION COMMENT PATTERN. 25-TRADE WINDS WITH WOOD CAP TOP RAIL CONTACT RANDY JURGENSEN CABLE WITH TURNBUCKLE TENSIONING. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PLA __ _ EXP, ___ _ DATE REVIE'w'ED BY• INSPECTOR DATE ~ ///? / 40~~' 1----1-----+-------------+----+---+---+----< I s:EET I/ CITY OF CARLSBAD . PLANNING DIVISION '=c=oN=s=rn=u=-cT'=1o=N=NO;:::T::::ES=+=sc==H==ED:::U:::;LE:::s==========: ,,. •if f ./7/ .,I.' /,.,. Y?.i.cCULL~"J~ ', I 0l~' ~\~ \ L/ ---/ -/ (j)l/'<J • ':Cl \ /(<lif ~\.-\ landscape achItecture , LJJ 1 ..,.f----.. \-\ 1 1----+--+---------------+----+--+----+---1 environmental planning 1! (.) 111 L-->'7 . ?::::=:::. . 1 1 m •1 Rennovat1on REEF urban design . -1 s•oarura C) 1----+--+---------------+----+--+----+---1 2290 Cosmos Court, Carlsbad, CA92075 \ _.1 \ 121311202, j-1 i 1----+--+---------------+------+--+----+----1 !========7"='='\;:==========~ M cCu II ou,9h LA. corn 3605-B Fifth Avenue San Diego, CA 92103 619.296.3150 \ * \ Reaewal Dalo / * / APPROVED. /? /( \\(j)~, 12/11/2023 / ~/ ..,.{)~ F JJ '-f-,.,. '-<1 ' D•~ / ~/ ~/"~'--~0~/ 1-----+--+---------------+---+--t----+---t PLANNING ', OF CAL\ 1/ l----+--+---------------+----+--+----+----1 ::=D==w=N::::BY=. ===::::;-;:===P=RO=J=EC=T=No==::::;;:=D=RA=W=IN=G=N=O.=: ···-~_..... DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: LPC2023-QQ25 DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY. DEV2023-0060 286-6L \ ,, ' '' ,, ' t ' •• ' ',, . ',, 0 RW , ' r---7 I I I ■ ■ •• ■'a ■ ■ ■ RW ··-- . ' \ I \ II ■ ■ ■ ■■■,■■■■■■"'' ■■■ '->,, ' ■■■■■■■■■■- I I I. I ' • ' ' ' ' ' / 1 l I I I I I C /•"/ / REFERENCE NOTES SCHEDULE 01 PAVEMENTS, RAMPS, CURBS SYMBOL DESCRIPTION CONCRETE , , . , , , , • full;i,,µ2,; PLATFORM DECK ~STEP 02JOINTING SYMBOL DESCRIPTION ~Q,f,, SCORE JOINT ffl-02', EXPANSION JOINT 04 SITE WALLS I EMBANKMENTS SYMBOL DESCRIPTION l[M:otl c 1.P coNcRETE wALL 04 SITE WALLS I EMBANKMENTS SYMBOL DESCRIPTION an.,1!2.: =="'UIRAISED CONCRETE PAD ·~~ •~I[ ~ WOOD CLAD CONCRETE SEATING ~~ , // / ~ WOOD CANTILEVERED BENCH 05 SITE FURNISHINGS SYMBOL DESCRIPTION l@~cl>ll DECORATIVE POT I Q.!i,02,, RAISED MODULAR PLANTER 06 RAILINGS, BARRIERS, FENCING SYMBOL DESCRIPTION !,l;'i!J)J DECORATIVE METAL PANEL i!,Q6'-Q2,\ CABLE GUARDRIAL QTY DETAIL MATERIAL 2,263 SF 1/SH 9 CONCRETE 704 SF 1/SH 11 WOOD 7/SH 9 CONCRETE QTY DETAIL 398 LF 2/SH 9 159 LF 2/SH 9 QTY DETAIL MATERIAL 98 LF 10/SH 9 CONCRETE QTY DETAIL MA TERI AL 13 SF CONCRETE 132 SF 11/SH 9 CONCRETE+ WOOD 64SF 4/SH 10 WOOD QTY DETAIL MATERIAL 1 2/SH 10 LITE CRETE 37 LF 2/SH 10 ALUMINUM QTY 30 LF 56 LF DETAIL MATERIAL BISH 9 CORTEN STEEL STAINLESS STEEL ._ _____ ---------------------_ _J 09 PLANTING AND LANDSCAPE landscape achItecture environmental planning urban design I LIMIT OF WORK I lv1cCulloughLA corn 3605·8 Fifth Avenue San Diego, CA 92103 619.296.3150 / N / / EB 0 5 SCALE: 10 20 1"=10'-0" SYMBOL DESCRIPTION ',.-. -. ~.-. ,-t-,,~, PLANTING AREA PLANTING AREA ~ LANDSCAPE EDGE -SHOVEL CUT ~!19'-04':; VINE TRELLIS 10 MISCELLANEOUS ELEMENTS SYMBOL DESCRIPTION [1~f REEF ENTRY SIGNAGE EXISTING TO REMAIN SYMBOL DESCRIPTION l!J;•1R'! EXISTING TREE TO REMAIN L(!!,102 EXISTING CONCRETE TO REMAIN bt,1!)=< EXISTING TURF TO REMAIN REFERENCE SCHEDULE SYMBOL DESCRIPTION SHADE STRUCTURE -PER ARCH QTY DETAIL MATERIAL 3,308 SF -MULCH 20SF ROCK MULCH 117 LF 21 LF 11/SH 10 STAINLESS STEEL QTY DETAIL MATERIAL 10/SH 10 6 CONCRETE QTY DETAIL QTY DETAIL NOTE: ALL FURNISHINGS TO BE PROVIDED BY OWNER. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PLA __ _ EXP, ___ _ DATE REVIE\./ED BY, INSPECTOR DATE 1----+---+-------------------+---+---+---+----ll s:EET II 1-----+----t-----------------+---+-----t----t----l ::C::;O::N::ST::R::UC~T~IO::N::;P::LA::N===============:::; CITY OF CARLSBAD PLANNING DIVISION DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED: PLANNING OWN BY. CHKDBY, RVWDBY, REEF Rennovation 2290 Cosmos Court, Cailsbad, CA 92075 PROJECT NO LPC2023-0025 DEV2023-0060 DRAWING NO, 286-6L ',,, e--■■-■■■■■ • ■ ■ ■ • ■ ■ ■ • ■ ■ ■ ■ ASPHALT TO BE ~ SAWCUT, ALIGN WITH -\ EXISTING CURB • --'J-----,,,-1 ASPHALT TO BE ~ SAWCUT, \ 6" DIAMETER BLACK ATRIUM DRAIN GRATE \ ', ■ ■ ■ ■■ ■ ■ ■ '," ', ■■■ ■ ■■ ■■■■■-■ landscape ach1tecture environmental planning urban design McCulloughLA.com 3605-B Fifth Avenue San Diego, CA 92103 619,296.3150 • • • I , I r I I I \ • '-CORE DRILL CURB AND -, PROVIDE OUTLET AT ' EXISTING PARKING LOT GUTTER ' ' -❖ -• ' ••• + • • ' .... H v -, .. > --0--£ ❖ < H O· ,.,,. +'" . , . --" ' - --' .. -' /4 -• .,__,--,.-~ ~«,-~"--· ,-,~--' •• ·-· ~,. --" •• ': :~•,,,_, ...... 1,. :, : ~ ..... ,. '' • , , ' « ; ' -' ' . . . ,-' ' + , • -t • '" O·• + -+ H O • H <• / ■■■-■■■■■■-~ N E9 0 5 SCALE: 10 20 1'=10'-0" t' '-~. ' -+ + -• ~ r\.......,., ', " I/ ' / / ' '' 'p,':,-,, " ~, ,.-,. ' . ' ~ ,_ REFERENCE NOTES SCHEDULE 01 PAVEMENTS, RAMPS, CURBS SYMBOL DESCRIPTION QTY DETAIL MATERIAL lffiill CONCRETE 2,263 SF 1/SH 9 CONCRETE ' PLATFORM DECK 704SF 1/SH 11 WOOD 1112 STEP 7/SH 9 CONCRETE 02 JOINTING SYMBOL DESCRIPTION QTY DETAIL -~~ SCORE JOINT 398 LF 2/SH 9 11& EXPANSION JOINT 159 LF 2/SH 9 04 SITE WALLS/ EMBANKMENTS SYMBOL DESCRIPTION QTY DETAIL MATERIAL r1IBf C.LP, CONCRETE WALL 98 LF 10/SH 9 CONCRETE 04 SITE WALLS/ EMBANKMENTS SYMBOL DESCRIPTION QTY DETAIL MATERIAL 1'6lB RAISED CONCRETE PAD 13SF -CONCRETE WOOD CLAD CONCRETE SEA TING 132SF 11/SH 9 CONCRETE + WOOD WOOD CANTILEVERED BENCH 64SF 4/SH 10 WOOD 05 SITE FURNISHINGS SYMBOL DESCRIPTION QTY DETAIL MATERIAL Iii DECORATIVE POT 1 2/SH10 LITE CRETE RAISED MODULAR PLANTER 37 LF 2/SH 10 ALUMINUM 06 RAILINGS, BARRIERS, FENCING SYMBOL DESCRIPTION QTY DETAIL MATERIAL rmm DECORATIVE METAL PANEL 30 LF -CORTEN STEEL ~ CABLE GUARDRIAL 56 LF 8/SH 9 STAINLESS STEEL 09 PLANTING AND LANDSCAPE SYMBOL DESCRIPTION QTY DETAIL MATERIAL lillm ' PLANTING AREA 3,308 SF -MULCH IEiE PLANTING AREA 20SF -ROCK MULCH ~ LANDSCAPE EDGE-SHOVEL CUT 117 LF . ~ VINE TRELLIS 21LF 11/SH 10 STAINLESS STEEL 10 MISCELLANEOUS ELEMENTS SYMBOL DESCRIPTION QTY DETAIL MATERIAL =REEF ENTRY SIGNAGE 10/SH 10 CURB STOP 6 -CONCRETE EXISTING TO REMAIN SYMBOL DESCRIPTION QTY DETAIL rmm EXISTING TREE TO REMAIN = EXISTING CONCRETE TO REMAIN EXISTING TURF TO REMAIN REFERENCE SCHEDULE SYMBOL DESCRIPTION QTY DETAIL rB1A1 SHADE STRUCTURE -PER ARCH NOTE: ALL FURNISHINGS TO BE PROVIDED BY OWNER. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 PLA __ _ EXP, ___ _ DATE REVIE\/ED BY• INSPECTOR DATE >---+----+------------+----+---+---+-----t I S5HEET 11 CITY OF CARLSBAD . PLANNING DIVISION 1----+---+-------------------+---+---+---+---I ~C;::;O;N;:;:S;TR;:U~C~Tl;:;:O;N:;PLAN:::;:==::::::::::::::::::::=:::::::::::::::::::::::::::::::=====~ DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL OWNBY: CHKDBY RVWDBY: REEF PROJECT NO, LPC2023-0025 DEV2023-0060 DRAWING NO. 286-6L ■ ■ ■ ■ ■ ■ ■ • i • • p RW RW RW RW RW RW < /_ -' ( '. ' ;•'' ■ ■ ■ ■ ■ (, >': \' ' ' ;' ::)~ ■■■■■■■■■-- I I I I I :.:: a::: ~ LL 0 1-:a: --' / LIGHTING SCHEDULE SYMBOL D = MANUFACTURER/MODEUDESCRIPTION UPLIGHT TOP LIGHTS INC TOP-UL-170-MBR 8 25" H X 2.25" DIA. ORDER CODE_ NP, BRASS, MATTE BRONZE, SPIKE LAMP_ MR-16, 35W MAX., 2700K BOLLARD LUMINIS LUMIQUAD LQ427. 4" BOLLARD, 1000 LUMEN$, JET BLACK FINISH RS DIST. CONTACT: MARONEE RODENBERGER (619) 203-4785 ORDER CODE 84-60x, BLACK, DIRECT BURIAL ANCHORAGE 4000K WALL WASH TOP LIGHTS INC. TOP-WL-457-NBZ-LED 2700K QTY 30 5 3 ._ ____________________________ _J I LIMIT OF WORK I landscape achrtecture environmental planning urban design f,~ C C U 11 0 U g r1 L ,A . C Orn 36O5-B Fifth Avenue San Diego, CA 92103 619.296.3150 / / N EB 0 SCALE: 5 10 20 1'=10'-0" APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PLA EXP. DATE REVIEv/ED BY• INSPECTOR DATE ,--,~OSCA,o~" /4. v.;,ccUI~ 4;._, I I~✓-/"' ~ '7,Q\ l----+---+-------------------+----+----r---t---11 s:EET II f----+----+-------------------t----t---r---;---7 :=L=IG;:H::;;T;IN::;;G::;;P;_LA::N==================; CITY OF CARLSBAD PLANNING DIVISION I ,-";f://.._,<::> s>:' ::-< \ I ~J ,-.,. 0\ ·7 · ' -,. Ir> v•\-' ' ~ ,..., d) 1 \ '-----,--,--t---------------------t----t-----t----i-----1 r w_i -r·,, 1..., 1 , REEF Rennovatlon I o. 2-..-----•c,, • c:__ Im 11----t--+---------------+-----t----j-------i-------i , -! Signature • () I ..-I\ w""'"' /-I/ 1------,--,--+---------------------t----t----;-----r--1 ~:::::::=:=::==::::c===c:,=====7 ~=============, \ *\ ••-•o.,, / * i I APPROVED.LJ,.,J,~ 2290 Cosmos Court, Cansbad, CA 92075 \ <.PJ' 12/1112023 ~-~ / ----•~"--''-"'==--'~LJ---._"fj==~----\ 'f '' Dam ..-~/ PLANNING ~(~;:,~ ~o=w=N=s=v_====:;-;:::===P=RO=J=EC=T=N=o=. ==;;==DRA=W=IN=G=No=_::; ·-----------DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY. LPC2Q23-QQ25 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY. DEV2023-0060 286-6 L DESIGNER OF WORK I 2,/u/z.?; . ' 'I ' .. ~ 1 •• '1•' ·• ' • ! •• ... .. e-■■■■■■■■■ ■ ■ ■ ■ ■ ■ ., ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ', -... ■ ■ ■ ■ ■ ■■ ·, ... • ... •, . ... ' I ~ I 0:: I ~ ----------- I LL. 0 I- :I ::;; ...J ,. I • I - I I ' I I . , . ' ,. . -,.._ -"--;;-"""-----'-:;--~ 7·----=----·-.------>--;;"'--------· ... . ... ... ... • . • .... ... '•"', ... -· . '•. • ......_ . ... • . ---- • • • I LIMIT OF WORK I --------, . " <~,;t\:~ :;.. • '" •·' , . . ,, ......... . . , ......... , .. ,., '; ',"_", -,-, , -, ' ❖ " ' • ... ,. ' ❖ ' ' ❖ ❖ -. ', " . .. . ' . , ' ' " " ~~--•··"~--~ ',. " • • • • • • . + /--•-________ __J ... ...... I LIMIT OF WORK I .... . . ~-■ ■ ■■■ ■■■■■■■■■■-~ LIGHTING SCHEDULE SYMBOL □ = MANUFACTURER/MODEUDESCRIPTION UPLIGHT TOP LIGHTS INC. TOP-UL-170-MBR 8.25" H X 2.25" DIA ORDER CODE. NP, BRASS, MATTE BRONZE, SPIKE LAMP. MR-16, 35W MAX., 2700K BOLLARD QTY 30 5 LUMINIS LUMIQUAD LQ427. 4" BOLLARD, 1000 LUMENS, JET BLACK FINISH R5 DIST CONTACT. MARONEE RODENBERGER (619) 203-4785 ORDER CODE. 84-60x, BLACK, DIRECT BURIAL ANCHORAGE 4000K WALL WASH TOP LIGHTS INC TOP-WL-457-NBZ-LED 2700K N 0 5 10 20 EB SCALE: 1"=10'-0" 3 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PLA EXP. DATE REVIEl,/ED BY: INSPECTOR DATE ~ /.~oscA;;-~ C, ~,,C.,~~'..rl, ,¼ ~•ilcalll~Z½Q'\ I fl/,i--9 ~\ ~ \ 1----t----t-------------------j----j---t----t------il ~EET II l---+---t-----------------+---+---t---t-----1 ;:;L:::IG;::H:;Tl:::NG~PLA'.:::::N================::::::; CITY OF CARLSBAD PLANNING DIVISION REEF landscape ach1tecture environmental planning urban design M cCu 11 ough LA. corn 3605-B Fifth Avenue San Diego, CA 92103 619.296.3150 !;?:/cf ~\ ...... \ f W t' -/-"'-. .,, ' ~ \ Rennovation u 2------' "', • '------• m I I -I\ s•"""~ • I () l----t----t-------------------t-----t---t----1----, 2290Cosmos Court, Carlsbad, CA92075 \ _.l, 12/31120Zl ;-, ,' 1---+---t-----------------+---+---t---t-----1 ::=========::::::;~============; \ * \ R,_,, Dalo 1 * / I APPROVED~ ,.a A/ 0~ \ <PA" 12111,2023 ~~/ ~ ti/ ~ '~ )-~,--"'~" --•-:;sif I PLANNING '-, Op CAI...\./' ~D;:'W~N=;B~Y'::. =====;~===P=RO=J:::E:::CT::::N:::O===;-~D:::RA:::W:::l:::NG::::N:::O::::.::; '-......:..__ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY· LPC2023-0025 6 L DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY. DEV2023-0060 2 86- ;r------------------------------4,!:3'-0"-----------------------------¥" -BOARDFORM FINISH. -FINISHED GRADE. 1011 MOMUNMENT SIGNAGE ELEVATION landscape achrtecture environmental planrnng urban design lv1 cCu 11 ough LA. corn 3605-B Fifth Avenue San Diego, CA 92103 619.296.3150 L) EXISTING CURB TO REMAIN. REFER TO PLANS 1/4" = 1·-0" I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. II AS BUIL T 11 PLA __ _ EXP, ____ _ DATE REVIE\v'ED BY, INSPECTOR DATE l----+--+-----------+---l----l---1---11 S~EET 11 CITY OF CARLSBAD 71 . PLANNING DIVISION . f----+---+-------------------+-----1-----1-----1-----1 ;::S::;E=cr;::1o=N=S~E'::L;::EV=A==T1=o=Ns===============:=::: REEF Rennovabon 2290 Cosmos Court, Carlsbad, CA 92075 DESIGNER OF WORK REVISION DESCRIPTION f---+--+--------------l-----1----1------l----11 APPROVED ,/./ .,,/Q 1 ~ ~ 12.{z,;/1,3 ;::P:::.LAN:::.N::.IN::.G::.=.=.=.=.=-=-=-=-.:;-;:::=========;--:=====::::· f---D-AT-E---+-INI-TIA-l--1-------------------e----+---l----+------1 DWN BY. PROJECT NO DRAWING NO. DATE INITIAL DATE INITIAL CRVWHKDDBBYY. LPC2023-0025 286-6L OTHER APPROVAL CITY APPROVAL 0EV2023 0060 ,, ,, ' ;I' ,. ' , .. ,. ' 1' ', ' l I '. ·1• ', ' ' . ' l 1 , , G) CAST IN PLACE CONCRETE. COLOR AND FINISH PER CONSTRUCTION SCHEDULE, @ #3 REBAR, CONTINUOUS. 3" CLEARANCE MIN 12" FROM O C BOTH WAYS @ 1/2' RADIUS ON ALL EXPOSED EDGES. @ ADJACENT PLANTER AREA PER PLAN. @ FINISHED FLOOR PER PLAN. @ COMPACTED SUBGRADE. {J) 90% CONCRETE FOOTING PER STRUCTURAL G) SECTION 101CAST IN PLACE CONCRETE WALL @ FINISHED SURFACE PER PLAN, • G) CAST IN PLACE CONCRETE. COLOR AND FINISH PER CONSTRUCTION SCHEDULE @ ADJACENT PLANTER AREA PER PLAN. {J) COMPACTED SUBGRAOE. • @ BLACK LOCUST WOOD CLADDING. 1"X4" BOARDS INSET INTO BENCH. ¾" GAP BETWEEN BOARDS @ 1/T RADIUS ON ALL EXPOSED EDGES. @ #3 REBAR CAGE. 3" CLEAR ON ALL SIDES. @ 2" SQ. PRESSURE TREA TEO WOOD BASE WITH 6" LONG GALV. LAG SCREWS AT 24" 0 C , COUNTER SUNK AND PLUGGED 2 1 /2" ---.,.,,-. ---:3'-4 1 8"'--,;- ® @ 11 ICONCRETE TIERED SEATING 1· = 1·-0· I 112· = r-0· I G) DECORTIVE METAL PANEL PER ARTISAN PANELS INC PANEL TO BE MOUNTED TO POSTS WITH BOLT ON ANGLE TABS PATTERN. 25-TRADE WINDS COLOR. BRECCIA-44-6034 (V 2" STEEL SQUARE TUBE POST, SURFACE MOUNTED. POST TO MATCH COLOR AND FINISH OF PANEL. @ MAINTAIN 1" GROUND CLEARANCE BETWEEN PANEL AND TOP OF WALL @ CONCRETE WALL PER CONSTRUCTION SCHEDULE NOTES. A. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. COLOR TO BE APPROVED BY OWNERSHIP PRIOR TO INSTALLATION. 8. ALL METAL COMPONENTS ANO HARDWARE TO BE GAL VANIZEO. Q)-®- 14•_0 .. 7 . ' '' . ' • N +- i / ' / ' " i:o ~ T T ~ l '' t-';' +-t t-';~ ' N • -,, '' '' '' '' , ' ' . ' ,, . .®1~ .. • • . ' b • . ' . ' . ' . . . . . . . . I ' . N . . ' .I • . • I . . I . ' ' I ELEVATION ©-I i ' 121DECORATIVE PANEL ON FREE STANDING WALL 112· -1·-0· I G) P.I.P. CONCRETE STEPS· SLOPE TO DRAIN. (V ADJACENT PAVING PER PLAN @ #3 REBAR IN NOSE, 2" CLEARANCE FROM ALL EDGES @ 1/2' RADIUS AT EDGE @ EXPANSION JOINT. @ TREAD WARNING STRIP AT ALL EDGES (4) 1/4' TOOLED JOINTS STAIN W/ CONTRASTING COLOR. (j) #4 REBAR DOWEL. 12" LONG AT 24' O.C. -PAPER WRAP ONE END. ® , ' ,, G) :i2" 'Cl N "j<-- "' ' --' " ; 1" , @ @ 2" --' 3/4~ , • " a NOSE DETAIL ENLARGEMENT @ #4 REBAR AT 18' 0 CE W @ 90% COMPACTED SUBGRADE, NOTES A REFER TO CONSTRUCTION SCHEDULE FOR COLOR AND FINISH. B REFER TO CIVIL ENGINEER'S PLAN FOR EXACT NUMBER OF RISERS. C HANDRAIL REQUIRED IF STEPS ARE (3) OR MORE. @--.../ 7 ICONCRETE STEP W/ TOOLED WARNING STRIP ,<D .. PER STRUCTURAL PLANS <3 a. ~ ~ ...... ··----··-····· -----···"----~ = ~ (0 ' = (') I~ ~I l o C C, ;) G) 2 X4 CEDAR WOOD TOP RAIL WITH ROUNDED GRIP TOP PER CODE. BRACKETED TO STEEL POSTS @ STAINLESS STEEL CABLES AND HARDWARE· STAINLESS STEEL TURN BUCKLE ASSEMBLY 3116 STAINLESS STEEL SWIVEL TOGGLE JAW TERMINAL MACHINE SWAGE, MACHINE SWAGE TERMINAL, CABLE TURNBUCKLE AND TOGGLE JAW WELD IN PLACE TO PREVENT REMOVAL. @ 3' SQ. GALV, STEEL POST COLOR TO BE SELECTED BY ARCHITECT @ WOOD DECK (SEE PLAN) NOTES: . ; \ "· ---··•-----==Ii: I~ .. . SCALE: 2" = 1'-0" 11-0" --w 4 ~-~ 1---- ', 7 ' ' --------7 ----I I I 3"SQ. ' / i:e=1) I '· \ ' -~ ~ \ \ ·-\ - ½ 5 ·~ -~ 0 0 6 @ FASCIA POST MOUNT BRACKETS, SEE STRUCTURAL PLANS FOR GUARDRAIL CONNECTION DETAILS (j) 114' DIAM STAINLESS STEEL CABLE @ 114' ARCHITECTURAL STAINLESS STEEL TAB WELDED TO POST WITH 3116 HOLE FOR TURNBUCKLE SYSTEM ALL WOOD SHALL BE S4S PRESSURE TREATED CEDAR WITH 2 COATS PRIMER AND 1 COAT SEALER OR STAIN (COLOR TO BE SELECTED BY ARCHITECT.) 8 ICABLE GUARDRAIL landscape ach1tecture environmental planning urban design HcCulloughL,A corn 3605-B Fifth Avenue San Diego, CA 92103 619.296.3150 ' \ DATE INITL-\L DESIGNER OF WORK 1· = 1'-0· I 3/4" = 1•-0" I G) CONCRETE PAVING-REFER TO CONSTRUCTION SCHEDULE FOR COLOR AND FINISH. (V #3 REBAR AT 18" O,C.E.W. MIN. 3" CLEAR FROM ALL EDGES @ VARIES-3112" FOR PEDESTRIAN USE, 5112' FOR VEHICULAR USE. @ 90% COMPACTED SUBGRADE FOR PEDESTRIAN USE, 95% COMPACTION FOR VEHICULAR USE. @ 112" TOOLED RADIUS, @ FINISH GRADE. 6 5 io 3" CLR . ..,....-,r 6" MIN. 1 ICONCRETE PAVING (D 1/8" RADIUS EDGE. (i) PAVING FINISH SURFACE PER PLAN. @ JOINT FILLER. @ BACKER ROD PER SPECIFICATIONS. @ TWO PART POLYURETHANE SEALANT PER SPECIFICATIONS. COLOR TO MATCH ADJACENT PAVING. @ 1/2" DIA. x 12' LONG STEEL DOWEL@24" 0.C. PAPER WRAP ONE END. NOTES A. EXPANSION JOINTS SHALL BE INSTALLED AT ALL JUNCTIONS WITH VERTICAL SURFACES· WALLS, CURBS, STEPS, BUILDING WALLS, ETC. AND ALL AREAS AS INDICATED ON THE PLANS, * 314" IF PAVING IS LESS THAN 4" THICK 1" IF PAVING IS GREATER THAN 4" THICK. NOTES. A. PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY, VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS FOR LANDSCAPE ARCH /OWNER APPROVAL PRIOR TO BEGINNING WORK. 2 NTS I G) r1/8" ® "' "' --' < A. CONTROL JOINT G) ® @ @ " d "' .j B. EXPANSION JOINT G) ® @ ® -- " .j C " C. COLD JOINT (i) • "' 0 "r --' 4 D, SAWCUT JOINT 2 ICONCRETE PAVING JOINTS NTS I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. '' AS BUILT" PLA EXP. DATE REVIE\/ED BY, INSPECTOR DATE I S~EET II CITY OF CARLSBAD PLANNING DIVISION CONSTRUCTION DETAILS REEF Rennovation 2290 Cosmos Court, Carlsbad, CA 92075 1 APPROVEDz., • ~-.. ·~ I Z. /2-~/z3 PLANNING DWNBY. PROJECT NO. DRAWING NO. DATE INlTlAL DATE INITIAL CHKD BY. LPC2023-0025 286-6L REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWDBY. DEV2023-0060 I I 1 OISIGNAGE WALL A ' REEF BRAND SIGNAGE, BLACK CHARACTERS, SET l" OFF BACKGROUND ELEVATION VIEW 1 '-0" NOTE SIGNAGE FABRICATOR TO PROVIDE SHOP DRAWINGS OF SIGNAGE MONUMENT FOR REVIEW AND APPROVAL PRIOR TO BEGINNING ANY WORK 112· = 1·-0· I (j) EYE BOLT W/ SUPPORT WASHER @ LIGHT 2.PART LOOP CLAMP W/ THIMBLE @ TURNBUCKLE L_ ---~,.....-------1a[_(j)aa11----;.1 -aa1I---1=I -at1_[_®~ 6 aaatI--I~aaatl ----1I~--I --;1~[lcccc,t-1@- 4 --;1---1 ---.1---1 _ _,_,_I @ STAINLESS STEEL CABLE 0 4mm @ PLANTERS PER PLAN. @ TRELLIS STRUCTURE PER ARCHITECTS. (J) WOOD DECK PER PLAN. PLAN ©--- 0 --[ -_1.!: __ ----1-._1.!: __ :J __ 1.!: __ :J __ 1.!: __ :J __ 1.!: __ :J __ 1.!: __ :J __ 1.!:_-+-_1.!: __ :J __ 1.!: __ :J __ 1.!:_ -_ --= -~_J_~"'=-~ ELEVATION 11 ICABLE TRELLIS DETAIL (j) FINISH SURFACE PER MATERIALS PLAN @ BASE MATERIAL & COMPACTED SUBGRADE @ TOP OF SLOPED WALKWAY/BOTTOM OF SLOPED WALKWAY NOTES: 1. REFER TO ARCHITECTURE PLANS FOR STRUCTURAL REBAR PLACEMENT. SEE GRADING PLAN ---"·····-· --··-----·--------------" --- 121SLOPED CONCRETE WALKWAY WEAVE CABLE THROUGH EYE BOLTS ~ EYE BOLT SCREWS INTO WOOD DECK FASCIA BOARD. 318"= 1·-0·1 I (j)-----, 314• = 1 ·-0· I G) 1 X6 WOOD BOARDS, BLACK LOCUST. NOTES @ 18" x 12" X 112' THICK STAINLESS STEEL BRACKET, COLOR. BLACK @ 114" DIA STAINLESS STEEL SOS SCREWS, COUNTER SINK AND PLUG. @ CONCRETE WALL PER PLANS A CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. B. ALL METAL COMPONENTS AND HARDWARE TO BE GALVANIZED. C ALL WOOD TO BE FINISHED WITH PENOFIN FOR HARDWOOD (COLOR. IPE). SEAL ALL END CUTS AS NEEDED. @ 518' THREADED ROD. @ 114' THICK STAINLESS STEEL FIN BLACK II (D STAINLESS STEEL 2X TUBE STEEL, COLOR. BLACK FASTEN FIN AND WOOD. @ ADJACENT SURFACE PER PLAN. ' ' 4 IWOOD BENCH landscape ach1tecture environmental planning urban design M cCu II ough L,A corn 3605-B Fifth Avenue San Diego, CA 92103 619.296.3150 SECTION-A -------a DSC,l\p ""'", / cDTt"'-'f:: ' -I , f:) '<:> ~ w,o Qey,:~~\ I r':::I,(:::,_'-9:\ :,(" \ ◊ -T ELEVATION-B G) FINISH SURFACE PER PLAN. @ RE. CONSTRUCTION SCHEDULE FOR PLANTER SPECIFICATION. @ LIGHT WEIGHT SOIL MIX @ DRAIN GRATE. WRAP IN FILTER FABRIC. @ DRAIN LINE. PROVIDE OUTLET TO ADJACENT PARKING LOT GUTTER. @ CRUSHED AGGREGATE. (D IRRIGATION HEAD AND PIPE PER IRRIGATION PLAN. @ SUBGRADE NOTES A. REFER TO PLANTING PLAN FOR POTTED PLANTS. 8. REFER TO IRRIGATION PLAN FOR CONNECTION TO WATER LINES. 2 IPOTTERY DETAIL 0 0 0 ◊ ~ • I I ' ! ! l_ .::, i I I ; i ' ! ' 112· -r-0· I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. // AS BUIL T 11 PLA __ _ EXP. ___ _ DATE REVIE'w'ED BY: INSPECTOR DATE :===:!====::=====================1===1===:====~==: '-I :;;~~;;EE;::T ~11;;:;;;;;:;;:;C;::l=TY=O=F=C=A=R=L=S=B=A==D=I : r= . PLANNING DIVISION . CONSTRUCTION DETAILS REEF I ~.,' 0\ .>' • ;?f/0 ~\ -'\ 'I..JJ' _,__ \ ...\ 1-----t---t-------------------j-----j---t---t-----i Rennovatlon 11 u / -2.__.__>," • c-: . ·1 m I 1-----1-----+----------------+-----+---+---t----1 \ -, S1gnature (') I _.I\ 120M023 J-1 I 1---+---t------------------+----+---+---t----'I ~==========,.====:,=,;=~========== \ * \ ••-•' Dat, 1 * i APPROVED. (, • / ( .} 2290 Cosmos Court, Cansbad, CA 92075 \ <Jlj;, 121121202, ~ ~ / A • . . . IJ.I J , , \ '-1 Ji'-0"' /, ~/ PLANNING U "-' ~ ---..____ c.O~/ "-, OF CAL\< 1/ OWNBY. ----~-----CH KD BY. RVWDBY. DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PROJECT NO LPC2023-0025 DEV2023-0060 DRAWING NO. 286-6L >· ' ;.,' ;.1'. .-i•. l I! ' ' , ' ' ,, ' ,, ' ,, , ,, , ,, ' ,. , ' 1 1. 1 FLUSH 3 SECTION -EAST DECK 10'-5" 10'-6" 1 4 ': ' _L --- ----- --·-·-·---- ' ------------ Pl.AN -EAST DECK 15 (D 1X6 BOARDWALK WOOD BOARDS, SEE CONSTRUCTION SCHEDULE FOR MATERIAL @ FINISHED GRADE @ 2X10 PRESSURE TREATED LEDGER, ATTACH TO WALL WITH (2) 8'X5/8" MASONFRY LAG SCREWS AT 24' 0.C. @ 4X10 PRESSURE TREATED WOOD JOISTS AT 16" 0.C. MAX, ATTACHED TO LEDGER WITH GALV STEELJOIST HANGERS @ 90% COMPACTED SUBGRADE @ 6X6 PRESSURE TREATED WOOD POST (1) PREMANUFACTURED CONCRETE DECK FOOTING @ 6X10 PRESSURE TREATED WOOD BEAM @ 2X10 PRESSURE TREATED WOOD EDGE PAINTED CHARCOAL GREY, CONTINUOUS, ALL EXPOSED EDGES @ FACE OF BUILDING @ PROPOSED PLANTERS PER PLAN TO SERVE AS GUARDRAIL @ 1/4' GAP TO BE PROVIDED BETWEEN DECK BOARDS FOR DRAINAGE PURPOSES @ FOR GUARDRAIL CONNECTION, SEE STRUCTURAL PLANS. @ 42" HIGH GUARDRAIL, PER ARCHITECTS PLANS @ EXTERIOR FACADE, PER ARCHITECTS PLANS. NOTES ACONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. B. ALL METAL COMPONENTS AND HARDWARE TO BE GALVANIZED C ALL WOOD TO BE FINISHED WITH PEN OF IN FOR HARDWOOD (COLOR· IPE). SEAL ALL END CUTS AS NEEDED I 1 I N -... I "' ' F-- I I I I 8 I ~ ... "' ' F-- i----------110 3 4 p -------~-- -- FLUSH 8 ------ ij -~ -~ SECTION -SOUTH DECK ',~ L; ' :::·-o 7/8" -· 1 v· 5/8" 0 r® ®-f-® r<D -I N -... :r t-- fx N -... I ,. ! F-- ! I I ' N -... :r t-- ! +>< ' ~ I ... :r t-- -x PLAN -SOUTH DECK -----® ,I----@ I, ·y , ' 6 W® • -------- ------- ' Ix \ ' 8 , ii 4 w ,/ ' I \ ' I I ' ' ' ' \ ' ' \ \ ' ! \ '' ! I ,, \ \ \ 'I \ I 1 i I rx i \ ! '\ I, , ' I' '; l : I I I \ \ , I • !,I I, 'I --@ '' : I I· , I I' I 1· -, I ' ~ '-9 3/8" I t I, 'I I 1 i Ii i I I I '' ' ! I I 'I I I Ii X I I ' I! I.' " '' I' ' ' fl " ,, '• ,, ' i '' I' i ' ! ' I ' ' I ' ' I I ' I ' ' I ' ' IX 1 landscape ach1tecture environmental planning urban design ✓/.DSC4p,, / ~;i;c"dJT[~ .,/;.,_, I, f::> ,,;~ , , "t'o \ I 0'ii'◊ vo\ ~ \ APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PLA ___ _ EXP, ___ _ DATE REVIEv/ED BY: INSPECTOR DATE CITY OF CARLSBAD 1-----1---+------------------t-----t---,---,------, I ~~EET 11 . PLANNING DIVISION 1-----J---+------------------t----t---t------J--, ~C~O;:N::;S:;TR;U;C~Tl;::O;N;::DE;T;:AJ=,L;:S==:::::==:::=:::::::::::::::::::=::::::::::::::::=====; REEF t z.1q lfp\ -\ , LJ.i ' ./> \ -1 1 Rennovauon I' () / 2....-'"-, • c_ . 1111 j l------l-----1--------------------t---+---J-------J-----i 2290Cosmos Court, Gansbad, CA92075 , _ 1 Signature 1 () ~=======:======j=;;~:============'7 \*\ RenewalDate ,*/ 'I:--·"'· M c Cu 11 o u g h Li\ . corn \ olJ:, 1211212023 -:1,.1-§!" / ---...L'L~='=-.'.l:j,__,~e'i/~===---- \ .,J \ 12 ~ 112023 / -I I \ APPROVED.~ 1/ 7 C. 3605-8 Fifth Avenue '-<-! l'j;.-.":':..~o«-)1/ ~P;:LA:;N::N;ING:::::===::::;---;===~~~~===;-;=:~~~~ WOOD DECK SanD,ego,CA92l03 "·-, OF CAL\• .. :::✓-DWNBY. PROJECTNO DRAWINGNO. L!~~~~~~~~------------------------------------------------------------------..;,J2.29G.C=<J-------------"'-=~=u3/86"";,,1i':i•,0D"I" DATE INITIAL DATE INITIAL DATE INITIAL CHKDBY. LPC2023-0025 286-6L DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY, DEV2023-0060 GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DES/GNA TED OUTDOOR EA TING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR RUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO EL/MINA TE 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 WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10: 00 P.M. TO 6· 00 A.M. THE HOURS FOR /RRIGA T/ON WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGN A TED USER SUPERVISOR /RR/GA TION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10 00 P.M. TO 6: 00 A M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPL/CATION THROUGH /RR/GA TION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DE.SIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11 /RR/GA TION HE.ADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIM/NA TE OVER- SPRA YING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VAL VE.S SHALL BE OF A TYPE DE.SIGNED FOR THE USE ON RECYCLED WA TE.R DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WA TE.R SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE. PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL /RR/GA TION PIPE SHALL 8£ STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE.) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE. TOP OF THE TRENCH PER TH£ 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 FE.ET APART OR AS DIRECTED BY THE. PROJECT ENGINEER AND/OR REGULA TORY AGENCY. MEASUREMENTS SHALL 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 AT LEAST TWELVE. INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE. WA TE.R LINE., THEN THE. RE.CYCLED WATER LINE. SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE. AS PER THE CARLSBAD MUNICIPAL WA TE.R 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 ENVIRONMENTAL 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 HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE. NON-INSPECTING PARTY. 20. THE. DE.SIGN AND LOCATIONS PROPOSED FOR RE.CYCLED WA TE.R "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE. PLANS 21 WHEN RE.CYCLED WA TE.R 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, TH£ RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE. SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DES/GNA TION, WITH CONTACT PHONE. NUMBERS SHALL BE PROVIDED TO THE. CARLSBAD MUNICIPAL WA TE.R DISTRICT IN CASE. OF EMERGENCY CONTACT OR AFTER HOURS CONTACT DAVID LIN AT (760) 431-2346 DAVID LIN AT (760) 431-2346 SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO 8£ 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 /RR/GA TE BETWEEN THE HOURS OF 10 00 PM ANO 6 00 A M ONLY. WA TERI NG 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 SCHEDULE B /RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, ANO PONDING. THE APPL/CATION RA TE SHALL NOT EXCEED THE INFILTRATION RA TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT THIS PROCEDURE MAY 8£ FACILITATED BY THE EFFICIENT SCHEDULING OF THE AU TOMA TIC CONTROL CLOCKS, (I.E, EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL !RR/GA TION TIME. INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C ADJUST SPRAY HEADS TO ELIM/NA TE OVERSPRA Y ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER FOR EXAMPLE, POOL DECKS, PR/VA TE PATIOS ANO LOTS, AND STREETS ANO SIDEWALKS D MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT ANO MATERIAL FAILURE BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC, SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EOUCA TING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR /RR/GA TION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOO/FICA TIONS TO ANY PR/VA TE. 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 /DENT/FICA TION 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 "AV/SO -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 ATTACHED TO EACH VALVE AS FOLLOWS 1. ATTACH TO VALVE. STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2 ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VAL VE COVER WITH EXISTING VALVE COVER BOLT 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS G. EACH AUTOMATIC CONTROLLER AND ITS ASSOC/A TED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WA TE.R USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND THE SIGN SHALL BE PLACED SO THAT IT CAN BE REAOIL Y SEEN BY ANY OPE.RATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: AM l ANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I BL£ CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN I HEREBY DECLARE THAT I HA VE EXERCISED RESPONSI SECTION 6703 OF THE BUS CONSISTENT WITH CURRENT /NESS AND PROFESSIONS CODE AND THAT THE DESIGN IS STANDARDS CHECK OF PROJECT DRAWINGS ANO SPEC/FICA T!ONS BY THE I PR,)1,1 A\ TE) \\ \J f _L_]\_ I / Si---lf[T Ti Tl ~ ''''-'- c;H ,,T ,_,/ t_[_ ! ~/!l!J!B'~ 1\J u ,v, c. K TiTLE SHCET 0 iRF?IG' LEGEND & NOTES !2 /"0010'-',, Tl•u----·~,, I \ J (_-,, , I 'i PLA!\/S 13, 14 1RF?!GA T/01\/ DETA!LS ?5,16,17 C~i\RLSBAD, 02itrun7:=.. u-', <tJ 1RRIGA TfON SP[C!F/C,A TfOlVS '8 10 I , ' .._., TOTAL /\JUJ\ABER OF SHEETS 0 LEGEND ® POTABLE WA TE.R METER ® RECYCLED WATER METER ~ BACKFLOW PREVENTION DEVICE INSTALL PER CMWO POTABLE WATER LINE RHJ n RECYCLED WATER UN£ RC RECYCLED WATER PRESSURE SUPPLY LINE • FS FIRE SERVICE LINE [ZZ] RECYCLED WATER USE AREA RW RW !:,. DO NOT DRINK SIGN -~ UTDOOR EA TING AREA PROTECTED AGAINST CON- ACT WITH RECYCLED WATER) 0 WATER EFFICIENT LANDSCAPE DECLARATION: PR JECT RECYCLED WATER/ "DO NOT DRINK" SIGN I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE ANO /RR/GA TION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS ANO THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER 12. (1'1, /z. '> SIGNED UNDER PENAL TY OF PERJURY PHONE NO (619) _2_9_6~-3_1_5-0 ____ _ REGISTRATION 1,/.()__ 4048 EXP/RATION DA TE: ~1,.,,2.,,,/,__.3~1,.,,/,__.2~3~---- J MAP,, I • I ' / i ' SCALE: 1/32" = 1' INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR THE LANDSCAPE ARCHITECT OF WORK'S DESIGNA TEO AGENT. REFER TO THE SPECIF/CATIONS FOR TH£ SCHEDULE OF REQUIRED INSPECTIONS ANO REQUIRED SUBMITTALS FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERT/FICA TION OF COMPLETION" FORM. EMAIL THE FORM TO bp@dugmored,esignstudio com. TO MAKE A REQUEST FOR A FINAL LAN SCAPE INSPECTION BY THE Cl TY, CALL (760) 436-7327. CITY REVIEW AND APPROVAL: A SEPARATE CITY REVIEW t\ND APPROVA.L IS REQUIRED FOR Al,JY PORTlrn,s OF THESE PLANS REQUIRING A BUILDING PERlvllT CITY APPROVAL OF THESE PLA~IS IS FOR LAl,JDSCAPE PLA~JTll,JG Al"D IRRIGATION ONLY INSPECTION PROCEDURES CITY OF OCEANSIDE 1. DISTRICT CONSTRUCT/ON INSPECTION SHALL INCLUDE. l A REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER q,. ---r LINES (HOR/ZONTALL Y ANO VERT/CALLY). ~ I ' ' APPROVED FOR IRRIGATION ,i\ND 11 / ''---1 0 B. PIPE /DENT/FICA T/ON. / PLA~JTII\JG 01'~ LY, l~JCLUDING C SLEEVING AT CROSSINGS .,.,., I '_/ 7 NOT TO C' I HIGHWAY ?3 D APPROPRIATE MA TERI A LS AND MARKINGS, INCLUDING PROPER QUICK '-" ~ ,.--./ -1 " "' SCALE PRECISE LOCATION OF PL"'I\J Tll~G COUPLERS / <i C ~ " ry AREA, 22. ALL PUBLIC AND PR/VA TE. POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE. RE.CYCLED WA TE.R PROJECT SHALL BE. SHOWN ON THE. PLANS. N DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED I UNDERSTAND THAT THE CITY OF CARLSBAD AND SA TO A REVIEW ONLY AND DO MY RESPONSIBILITIES FOR P AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE ~ ~ 4.i.,r-vo COUl·HY OF SAN DIEGO ES NOT RELIEVE ME, AS I ANDSCAPE ARCHITECT OF WORK, OF 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DE.SIGN A TED OUTDOOR EA TING AREAS ON THE SITE 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS /RR/GA TED WITH RECYCLED WA TE.R AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS 25. ALL !RR/GA TION BACKFLOW PREVEN TERS 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 ANO BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN 8£ FOUND BY CALLING (760) 438-2722. ROJECT DESIGN. THESE PLANS HA VE BEEN P LANSCAPE CONCEPT PLAN, CONDITIONS OF APPROVAL REPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED WA TE.R CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL RELATED TO LANDSCAPING FIRM NAME & ADDRESS. MCClH I OUGH LANDS CAeE A8CHIIECTURE, INC 36O5-B FIFTH AVE SAN DIEGO, CA 921 O PHONE NO ( £1.9.) 296 ~ 3150 REGISTRATION NO 404 8 EXP/RATION DA TE: 12.fti/z."> 12L31L23 (N.T.S) "' In Order to Conserve Water ... DIGA~f_RT 12" X 36" SIZE WARNING RECYCLED WATER DO NOT DRINK SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR 1" BLACK LETTERS 2" BLACK LETTERS -~ RECYCLED WATER INUSE , ;;:-DO NOT "' >-NO TOME EL AGUA -t:. DRINK WASH HANDS AFTER CONT ACTING LAVESE SUS MANOS DESPUES DE USAR _..,.., / .~~"-,., • '\_ ~ TM DIAL TOLL FREE 1/ ' 1-800-422-4133 :C1 · ' AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 4 oscAP...______'(, --C.A.RLSBAD MlJl,JICIPAL / \, __,-,.m,~ ~~ /'If?£"" "'q.\ 0 ,~" 'o' \ <f1:§ »\_\ (1.J..J: r'> 0''\-1\ ru/ _. ~-s.· C-...,. 1m 1 W.A TER .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS r 1-1 Signo!uno ·lo! ,..l\ 12'31!2{)2l /-;; \.Jr') .-'A~ ;J .J}/ b I \*\ -Dalo /*! \tP) nnmrm /~/ ' -</;,-,'--.. '"'"_/4'?-'<:'/ --~~ DI _;!RIC T EI-ICll✓EER EYp1rot1on [!rJt1:: \2{;1!2(113 C: \DRAWING FILES\ TITLE SHEETS\RECYCLED WATER TITLE SHEET.DWG 7/20/2019 OBTAINED FROM THE CITY ANO THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE A. S/GNAGE INSTALLED PER PLAN. 8. 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 E ¥!El£. ASPECTS OF THE /RR/GA TION 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, LAMINA TEO CHARTS INSIDE EACH CONTROLLER 3 ANNUAL INSPECTION SHALL INCLUDE A COMPLETE INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINAL INSPECTION REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENT AT/ON IN FIELD. DISTRICT DEVELOPERS fJAUE LUMINOUS CAPITAL MANAGEMENT .'-DDRESS 8583 IRVINE CENTER DRIVE, #120 IRVINE. CA 92618 ~ TELEPHOt1E (949) 510--9504 10/12/23 DATE INITIAL DATE PLAN PREPARED MCCULLOUGH LANDSCAPE ARCHITECTURE, INC. EIK,INEER OF WORk EY , 11 CITY OF VISTA ~ ' "\~/:' flOAn J _ -DEPARU4EIH 0 EfJVIRONl,IEIH AL HEAL TH ' LAID JI[ l/v,A, R QUALITY DIVISIOI, ' ~~ ~< ,,.0 ~ \ I._ ~ ~LOMW 1t HQ/·1DfJ~ \t>~ fM=i-z \ 1,-0 "' ~ '---" ·,1 ' I U1 CITY OF ~" . 0io;:,o"":.:r \ SAN MARCOS liVIR(~,11,IEflT A, HEAL TH SPECIALIST DATE ' ' SITE~"'\~ " J..----ALGA ✓9) '-'1 0)\_ 1, II. r--BUil T" I I . k'::J '-.._../ , --,.__'<" -~ "' PACIFIC ,\ L~ cosrlf VTvi:~\0'"' TITLE DATE j !? OCEAN ~ ! REVIEWED BY a! Lr---._ L\. CITY OF ENCINITAS ,,_---INSPECTOR DATE VICINITY ~1AP CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 12A PLANNlt1G DI VI SI Of! PRIVATE ( ON SITE) RECYCLED WATER SYSTEM FOR REEF Rennovat1on 2290 Cosmos Court, Carlsbad, CA 92075 APPROVE~ atq .. I z. /ze, /z. ", --PL.Al"Nll'JG DATE DF!Wt~ BY PROJECT NO DR.AWING 1'10 DATE INITIAL DATE INITIAL LPC2023-0025 RE\/ISIOI--J DESCRIPTIOl,J CHChD 8 f 286-6L OTHER APPROV,~l CITY APPROVAL DEV2023-0060 SHC:ET _OF ____5HEETS < < C C I u; $ 0:: I er: " C " I LL C IRRIGATION NOTES: 1. ALL PRESSURE LINES SHALL BE TESTED FOR TWO HOURS UNDER HYDROSTATIC PRESSURE OF 150 PSI AND BE PROVEN WATER TIGHT. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR TEST. 2. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE NOTED ON THE PLANS. 2.1. ALL POP-UP SPRINKLER HEADS IN SHRUB OR GROUNDCOVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER IS 1" ABOVE FINISHED GRADE. 2.2. THE CONTRACTOR SHALL INSTALL ALL SPRINKLERS LOCATED WITHIN TURF AREAS ON A 6" POP-UP BODY. ALL SPRINKLERS LOCATED IN PLANTER AREAS ADJACENT TO WALKS, TURF AREAS AND POOL/SPA COPING SHALL BE INSTALLED ON 12" POP-UP BODIES. ALL OTHER SPRINKLERS SHALL BE INSTALLED ON 12" HIGH FIXED RISERS. 3. THE SPRINKLER SYSTEM IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT TO THE OWNER'S AUTHORIZED REPRESENTATIVE ANY DIFFERENCE BETWEEN THE WATER PRESSURE SHOWN ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 4. THE FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 120 VOLT ELECTRICAL POWER AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE CONTROLLER IN ACCORDANCE WITH LOCAL ELECTRICAL CODE. 5. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS, UNDER BUILDING/WALL FOUNDATIONS, AND OUTSIDE OF THE PROJECT BOUNDARY ARE FOR PLAN CLARIFICATION ONLY. INSTALL PIPING AND VALVES IN PLANTING AREAS WHERE POSSIBLE, AND LOCATE CONTROL AND QUICK COUPLING VALVES 6' TO 12" AWAY FROM HARDSCAPE OR TURF AREA FOR EASY ACCESS. 6. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, AND/OR BUILDINGS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND THROTTLING THE FLOW CONTROL AT EACH VALVE TO OBTAIN OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 7. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN SITE DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN FORESEEN AND CONSIDERED IN THE ENGINEERING. THE OWNER'S AUTHORIZED REPRESENTATIVE SHOULD BE INFORMED OF SUCH OBSTRUCTIONS AND DIFFERENCES, BUT IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 8. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN CONSTRUCTION DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS OF ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 9. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL EXERCISE EXTREME CARE, AND BE RESPONSIBLE FOR ANY DAMAGE IN EXCAVATING AND WORKING NEAR UTILITIES. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE LOCATION OF UTILITIES AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, AND NEAR STRUCTURES. 10.DRAINAGE OF WATER THROUGH SPRINKLER HEAD WILL NOT BE ALLOWED. SOME SPRINKLERS WILL REQUIRE THE INSTALLATION OF AN ANTI-DRAIN VALVE IN THE RISER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE AS REQUIRED AT ANY SPRINKLER SHOWING SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED FROM AN ON TO OFF POSITION. INSTALLATION OF ANTI-DRAIN VALVES SHALL BE INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER. 11.ALL PIPE ADJACENT TO SIDEWALKS, CURBS, AND OR AT TOP AND TOE OF SLOPES TO BE PVC BURIED AS PER THE DETAILS AND SPECIFICATIONS. 12.VALVES ARE SHOWN IN HARDSCAPE AREAS ONLY FOR GRAPHIC CLARITY. 13.ALL LANDSCAPE AND IRRIGATION SHALL COMPLY WITH THE COUNTY'S LAND DEVELOPMENT CODE, LANDSCAPE REGULATIONS; LAND DEVELOPMENT MANUAL, LANDSCAPE STANDARDS; AND ALL OTHER COUNTY AND REGIONAL STANDARDS. 14.ALL LANDSCAPE AREAS NOT CONTAINING TREES SHALL HAVE A MINIMUM FINISHED DIMENSION OF 3 FEET (WIDTH) MEASURED FROM THE INSIDE FACE OF PAVEMENT. 15.EACH TREE SHALL BE PLANTED IN AN AIR AND WATER_PERMEABLE PLANTING AREA OF AT LEAST 40 SQUARE FEET WITH A MINIMUM FINISHED DIMENSION (WIDTH) OF 5 FEET MEASURED FROM THE INSIDE FACE OF PAVEMENT. THE PLANTING AREA SHALL BE UNENCUMBERED BY UTILITIES. 16.ALL IRRIGATION DESIGN AND INSTALLATION SHALL CONFORM WITH THE LANDSCAPE STANDARDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH AND IMPLEMENT THE LANDSCAPE STANDARDS. 17.ANY CHANGES TO THE SITE AND/OR LANDSCAPE PLANS SHALL BE SUBMITTED TO THE COUNTY LANDSCAPE PLANNER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. 18.ANY DISCREPANCY OR CONFLICTS IN DIMENSIONS, LANDSCAPE AREA OR MATERIAL SHALL BE BROUGHT TO THE ATTENTION OF THE COUNTY LANDSCAPE PLANNER, THE OWNERS, AND THE DESIGNER/ ARCHITECT PRIOR TO INSTALLATION. 19.TREES REQUIRED BY THIS DIVISION SHALL BE SELF SUPPORTING, WOODY PLANTS WITH AT LEAST ONE WELL DEFINED TRUNK AND SHALL NORMALLY ATTAIN A MATURE HEIGHT AND SPREAD OF AT LEAST 15 FEET WITHIN 8 YEARS OF PLANTING. 20. THE IRRIGATION SYSTEM SHALL BE INSTALLED WITH A RAIN SHUT-OFF DEVICE. 21. GRADED, DISTURBED, OR ERODED AREAS TO BE TREATED WITH NON-IRRIGATED HYDROSEED MIX SHALL RECEIVE AN INTERIM BINDER/TACKIFIER AS NEEDED BETWEEN APRIL 2ND AND AUGUST 31ST FOR DUST/EROSION CONTROL WITH SUBSEQUENT APPLICATION OF THE HYDROSEED MIX DURING THE RAINY SEASON BETWEEN OCTOBER 1ST. AND APRIL 1ST. SUPPLEMENTAL MANUAL IRRIGATION WILL BE IMPLEMENTED IF DEEMED NECESSARY BY THE PROJECT BIOLOGIST AND/OR THE DEVELOPMENT SERVICES DEPARTMENT AND MAY INCLUDE HAND WATERING OR UTILIZATION OF A WATER TRUCK. IF USED, SUPPLEMENTAL WATERING FREQUENCIES WOULD MIMIC NATURAL RAINFALL CYCLES. 22 ALL EXISTlr,G IRRIGATIOI\I DESIGl•!ATED TO PE1vl.411•J C+I SITE SHALL BE PROTECTED II~ PLACE Al~Y E><ISTING PLAJ'1TING OP IRRIG/,Tl01'1 DAlvlAGEO OURll·l'G THE COURSE OF THE PROJECT SHALL BE REPLACED 11·1 Klt,10 TO THE S.4 TISFACTIO~I OF THE COUNTY AND PER LA.NDSCAPE l\l All UAL REQUIRD,1Er1TS 23 ALL EXISTll'JG AJJO PROPOSED IRRIGATIOl'l IS WITH RECYCLED \VA,TER WATER CONSERVATION STATEMENT: IN RECOGNITION OF WATER AS A LIMITED RESOURCE IN SOUTHERN CALIFORNIA, THE FOLLOWING MEASURES WILL BE UNDERTAKEN TO REDUCE THIS PROJECT'S DEMAND ON THE CITY OF CARLSBAD'S AVAILABLE WATER SUPPLY: THE IRRIGATION SYSTEM WILL BE AUTOMATIC AND WILL INCORPORATE LOW VOLUME SPRAY EMITTERS AND CONVENTIONAL LOW ANGLE SPRAY HEADS. DRIP IRRIGATION SYSTEMS MAY BE EMPLOYED WHERE CONSIDERED TO BE EFFECTIVE AND FEASIBLE. IRRIGATION VALVES SHALL BE SEGREGATED TO ALLOW FOR THE SYSTEM OPERATION IN RESPONSE TO ORIENTATION AND EXPOSURE. TURF WILL BE RESTRICTED TO HIGHLY VISIBLE STREET FRONT AREAS AND/OR AREAS WHICH MAY RECEIVE SIGNIFICANT AMOUNTS OF USE AND ENJOYMENT BY THE GUESTS AND RESIDENTS. THE SPECIFIED TURF WILL HAVE RELATIVELY LOW WATER AND MAINTENANCE REQUIREMENTS. PLANT MATERIAL WILL BE SPECIFIED IN CONSIDERATION OF NORTH, SOUTH, EAST, AND WEST EXPOSURES. SOIL WILL BE AMENDED AND PREPARED TO PROVIDE HEALTHY PLANT GROWTH AND COVERAGE AND TO PROVIDE FOR MAXIMUM MOISTURE RETENTION AND PERCOLATION. PLANTER BEDS WILL BE MULCHED TO RETAIN SOIL MOISTURE AND REDUCE EVAPOTRANSPIRATION FROM THE ROOT ZONES. AN IRRIGATION SYSTEM SHALL BE PROVIDED AS REQUIRED FOR THE PROPER IRRIGATION, DEVELOPMENT AND MAINTENANCE OF THE VEGETATION. THE DESIGN OF THE SYSTEM SHALL PROVIDE ADEQUATE SUPPORT OF THE VEGETATION SELECTED. AN IRRIGATION SYSTEM SHALL BE PROVIDED AS REQUIRED FOR THE PROPER IRRIGATION, DEVELOPMENT AND MAINTENANCE OF THE VEGETATION. THE DESIGN OF THE SYSTEM SHALL PROVIDE ADEQUATE SUPPORT OF THE VEGETATION SELECTED. THE ESTIMATED TOTAL WATER USE (ETWU) OF THE IRRIGATION SYSTEM WILL BE DESIGNED TO WORK WITHIN THE MAXIMUM APPLIED WATER ALLOWANCE (MAWA) FOR THE DEVELOPMENT. A FULL LANDSCAPE DOCUMENT PACKAGE, PER THE LANDSCAPE WATER CONSERVATION ORDINANCE WILL BE REQUIRED TO BE SUBMITTED AND APPROVED PRIOR TO ISSUANCE OF THE BUILDING PERMIT. GENERAL NOTE: ALL LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE STANDARDS OF THE COUNTY-WIDE LANDSCAPE REGULATIONS AND THE LANDSCAPE TECHNICAL MANUAL AND ALL OTHER LANDSCAPE RELATED COUNTY AND CITY OF CARLSBAD STANDARDS. RAIN SENSOR SHUTOFF DEVICE NOTE: RAIN DEVICE AND A MOISTURE SENSING DEVICE THAT REGULATES THE IRRIGATION ALL PROPOSED IRRIGATION SYSTEMS WILL USE AN APPROVED RAIN SENSOR SHUTOFF SYSTEM FOR ALL LAWN AREAS. RECYCLED WATER STANDARD PLAN NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUNOFF, OVERSPRAY 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 WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00P.M. AND 6:00A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10.NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11JRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12RECYCLED 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. 13.0N RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 14.ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15.0N 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 US DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTER LINES. 16.CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17.IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18.DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER. 19.THE REQUIRED CROSS-CONNECTION CONTROL SHUTDOWN TEST SHALL BE DONE BY THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH AND THE CARLSBAD MUNICIPAL WATER DISTRICT. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON 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 SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 22. IN CASE OF EMERGENCY CONTACT DAVID LIN AT (760) 431-2346 23. OR AFTER HOURS CONTACT -=---cc-=-~~-----c=c---DAV ID LIN AT (760) 431-2346 ------ 24. 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. 25. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/ OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 26. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 27. 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. 28. THERE SHALL BE NO DIRECT (PIPE-TO-PIPE) DRAINAGE OF RECYCLED WATER INTO THE STORM DRAINS. 29. ABSOLUTELY MINIMIZE BY BEST MANAGEMENT PRACTICES RECYCLED WATER RUNOFF TO STORM DRAINS. 30. DESIGN OF BROW DITCHES AND CATCH BASINS SHALL ABSOLUTELY MINIMIZE RECYCLED WATER RUNOFF INTO STORM DRAINS. 31. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS, TAGS SHALL BE WEATHERPROOF PLASTIC 3" X 4", PURPLE IN COLOR, WITH WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE WRAP; OR ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE WRAP. CRITICAL ANALYSIS Generated: PO C. NUMBER. 01 Water Source Information: FLOW AVAILABLE 2022-09-2212·38 Custom Max Flow. 14 GPM Flow Available 14 GPM PRESSURE AVAILABLE Static Pressure at POC: Pressure Available: DESIGN ANALYSIS Maximum Stabon Flow Flow Available at POC Res,dual Flow Available: Cnt1cal Station. Design Pressure Friction Loss Fittings Loss. Elevation Loss: Loss through Valve Pressure Req at Cnbcal Station: Loss for Fit!Jngs Loss for Mam Line Loss for POC to Valve Elevation: Loss for Backflow. Cntical Station Pressure at POC· Pressure Available· Residual Pressure Available. 80PSI B0PSI 11.58 GPM 14 GPM 242GPM 3 25PSI 0 38 PSI 0.04 PSI 0PSI 10 PSI 35 39 PSI 2.73 PSI 27 25 PSI 0PSI 11 53 PSI 76.9 PSI 80 PSI 31 PSI ,.,~SCAP-~ /r:'-1/"~d!~4~,, tJf,,s,_,Q -~\~\ IRRIGATION SCHEDULE SYMBOL !"iii @ ® 0 SYMBOL ~ ~ @ MANUFACTURER/MODEUDESCRIPTION DRIP CONTROL VALVE HUNTER ICZ-101-25; DRIP CONTROL ZONE KIT. 1" ICV GLOBE VALVE WITH 1' HY100 FILTER SYSTEM. PRESSURE REGULATION: 25PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. PIPE TRANSITION POINT PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER TO ABOVE GRADE INSTALLATION. POTTERY RINGS -POTTERY WATERING HUNTER HDL-09-12-R, 1 DRIP RING, PURPLE TUBING TREE RINGS-TREE DEEP WATERING HUNTER HDL-09-12-R, 2 DRIP RINGS@ 12" SPACING FROM TRUNK TO FIRST RING. 30" SPACING FROM TRUNK TO SECOND RING. PURPLE TUBING. MANUFACTURER/MODEUDESCRIPTION HUNTER HQ-44LRC-AW-R QUICK COUPLER VALVE, PURPLE RUBBER LOCKING COVER FOR RECLAIMED WATER USE. RED BRASS AND STAINLESS STEEL, WITH 1 IN. NPT INLET, 2-PIECE BODY. ACME KEY WITH ANTI-ROTATION WINGS. IRRIGATION CONTROLLER HUNTER HC-12; 12 STATION CONTROLLER WITH WI-Fl CONNECTION WEATHER STATION HUNTER WSS; WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO-C, AND I-CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. POINT OF CONNECTION IRRIGATION LATERAL LINE: PURPLE PVC SCHEDULE 40 IRRIGATION MAINLINE: PURPLE PVC SCHEDULE 40 PIPE SLEEVE: PURPLE PVC SCHEDULE 40 Valve ca11ou1 QTY DETAIL 3 5 / 15 7 1 5 / 16 8 2 I 16 2,246 L.F. 3,4 / 16 QTY DETAIL 1 9 I 15 1 8 / 16 1 7 I 16 1 521.5LF. 6/16 36.3 L.F. 6 I 16 111.1 L.F. 6 I 16 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUILT" PLA __ _ EXP, ___ _ DATE REVIE\,/ED BY, INSPECTOR DATE landscape ach1tecture environmental planning urban design (; • o"" "' :, "l'o ' --,;; p;: p" --' 'i:tr" "'1 -I' i----+--+---------------+-------+--+-----+----1 i,I () [ -c_>c,, • c. • II mO '11----+--+---------------+-------+--t-----t----J REEF Rennovat1on fv'I cCu 11 ough L.A. corn 36O5-B Fifth Avenue San Diego, CA 92103 619 296.3150 \ Srgoature \ _.I 1V31/2023 /--; / 1----+---t----------------j-----+--t-----+----j ~==================; \ * \ Rao~• Dare /*I I APPROVED_, /.) • / ~ I \ (j"l;,, ,211m•" /..."l" I -~ (lL _ 12./2-e,/z-s -.;'! }-. ', °'" __,,/,. (?--.f-/ ~P~LA~NN~ING~===;--;===~~~==:;;=~::::::~=;-"-~?_~~ OWN BY PROJECT NO DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY. LPC2023-0025 286-6 L DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY. DEV2023-0060 2290 Cosmos Court, Carlsbad, CA 92075 O· RW -RW RW I I I I ~ l ;,:,-\---- " :i: \ '\ \ '-'·" ---RECYCLEDWATERMETER " RW '-RW RW '-___ POTABLE WATER METER MATCHLINE SEE SHEET 14 • n ••• I I I I I ......... ._ FIRE HYDRANT LOCATED EAST--- ON PROPERTY. I I IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEUDESCRIPTION DRIP CONTROL VALVE HUNTER ICZ-101-25; DRIP CONTROL ZONE KIT. 1' ICV ~ GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: 25PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. PIPE TRANSITION POINT @ PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER TO ABOVE GRADE INSTALLATION. ® POTTERY RINGS -POTTERY WATERING HUNTER HDl.-09-12-R, 1 DRIP RING, PURPLE TUBING TREE RINGS • TREE DEEP WATERING 0 HUNTER HDL-09-12-R, 2 DRIP RINGS@ 12" SPACING FROM TRUNK TO FIRST RING. 30' SPACING FROM TRUNK TO SECOND RING. PURPLE TUBING. '----------------AREA TO RECEIVE DRIPLINE !----------------'-----------------~----~-----~----DRIPLINE -~~~=~~========= HDL-06-18-CV-R: HUNTER DRIPLINE W/ 0.6 GPH EMITTERS -----------------------------------------------AT 18" O.C. CHECK VALVE, LIGHT BROWN TUBING WITH -----------------c: ______________ -;::::=::::=~=====~====~ PURPLE STRIPING. DRIPLINE LATERALS SPACED AT 18" !-::::::::::::::: APART, WITH EMITTERS OFFSET FOR TRIANGULAR !-------·---------PATTERN. INSTALL WITH HUNTER PLO BARBED OR PLD-LOC ~---------------!-------------------------------FITTINGS. i---------------- SYMBOL MANUFACTURER/MODEL/DESCRIPTION HUNTER HQ-44LRC-AW-R QUICK COUPLER VALVE, PURPLE RUBBER LOCKING COVER a FOR RECLAIMED WATER USE. RED BRASS AND STAINLESS STEEL, WITH 1 IN. NPT INLET, 2-PIECE BODY. ACME KEY WITH ANTI-ROTATION WINGS. IRRIGATION CONTROLLER [[£] HUNTER HC-12; 12 STATION CONTROLLER WITH WI-Fl CONNECTION WEATHER STATION HUNTER WSS; WIRELESS SOLAR, RAIN FREEZE SENSOR @ WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO-C, AND I-CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. POC POINT OF CONNECTION Ir QTY DETAIL 3 5 I 15 7 1 5 I 16 8 2 / 16 2,246 LF. 3,4 / 16 QTY DETAIL 1 9 I 15 1 8/ 16 1 7 I 16 1 ._ ____________________________ _J / IRRIGATION LATERAL LINE: PURPLE PVC SCHEDULE 40 521.5 LF. 6 / 16 I LIMIT OF WORK I landscape achitecture environmental planning urban design McCulloughLA corn 3605-B Fifth Avenue San Diego, CA 92103 619.296.3150 / / N E9 ,..-----:-----.._ /~OSCAPi~ // ." /~ciJT~ ..q_,._'-/ ,9 /~ :, "Y-'\ I f,i{/:,/" ~ 9:.-' / I 0 5 SCALE: I 10 I 20 1'=10'-0' --------IRRIGATION MAINLINE: PURPLE PVC SCHEDULE 40 36.3 LF. 6/ 16 --------PIPE SLEEVE: PURPLE PVC SCHEDULE 40 111.1 LF. 6 / 16 -------- RECLAIMED WATER/ "DO NOT DRINK" SIGN Valve Gallout IRRIGATION NOTES: 1. NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS-CONNECTION TEST PERFORMED BY CMWD AND DEHQ. FINAL CONNECTION TO THE EXISTING RECYCLED WATER SOURCE IS TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEHQ. 2. LANDSCAPE CONTRACTOR SHALL CONTACT CMWD'S CROSS-CONNECTION REPRESENTATIVE BEFORE STARTING CONSTRUCTION WORK BY CALLING 442-339-2362. 3. BASED ON THE INFORMATION PROVIDED BY OWNER THERE ARE NO EXISTING POTABLE LINES WITHIN THE SCOPE OF WORK. IF A POTABLE WATER LINE IS FOUND IN THE FIELD, STOP WORK IMMEDIATELY AND NOTIFY THE LANDSCAPE ARCHITECT. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUILT" PLA ___ _ EXP, ___ _ DATE REVIE\./ED BY: INSPECTOR DATE CITY OF CARLSBAD PLANNING DIVISI □N IRRIGATION PLAN REEF I Z!cf ~\,_. \ I LJJ1· /> .,, '-\ \ 1----,---+---------------------+---+----+---+----J Rennovabon I () I "---"'-, • '---• '1 m 11---+---t-----------------+----t---t----t-----i ; -\ sso•t= O 2290 Cosmos Court, Carlsbad, CA 92075 \ _.l 12/31/2023 { -f' 1----+----+----------------------+---+---1----+----l :======:;.:::=====;.;::""'=============: \*\ Reo~aoct.i, /*/ IAPPROVED~ ,1/~ I \ul), 1~1212,,, /1~/ ~ ffL 11../u,/z~ \~~~ 0 "'" ~Q(?--~/ PLANNING _, ~-Or CAl..\'f /'/ OWN BY. PROJECT NO DRAWING NO. -------DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY LPC2023-0025 286-6L DESIGNEROFWORK REVISION DESCRIPTION OTHER APPROVAL CITYAPPROVAL RVWDBY. DEV2023-0060 ' L FIRE HYDRANT e-■■■■■■■■■ MATCHLINE SEE SHEET 13 • • I LIMIT OF WORK I --------, '' 0 ~ --~"~-,-~"'" '' 0 ________ _J I LIMIT OF WORK I ■■■■■■■■■■-~ N EB 0 5 SCALE: 10 20 1"=10'-0" IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY DETAIL DRIP CONTROL VALVE HUNTER ICZ-101-25; DRIP CONTROL ZONE KIT, 1' ICV l"iil GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE 3 5 / 15 REGULATION: 25PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. PIPE TRANSITION POINT @ PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP 7 TUBING WITH RISER TO ABOVE GRADE INSTALLATION, ® POTTERY RINGS -POTTERY WATERING 1 5 / 16 HUNTER HDL-09-12-R, 1 DRIP RING, PURPLE TUBING TREE RINGS -TREE DEEP WATERING 0 HUNTER HDL-09-12-R, 2 DRIP RINGS@ 12" SPACING FROM 8 2 / 16 TRUNK TO FIRST RING. 30" SPACING FROM TRUNK TO SECOND RING. PURPLE TUBING. --------------AREA TO RECEIVE DRIPLINE '-------------------c---------------'-------------------DRIPLINE ~-------------------------------'---"---·------------~---------------HDL-06-18-CV-R: HUNTER DRIPLINE W/ 0.6 GPH EMITTERS ;: ::::::::: ::;:: :: ::::: ==c: ::::: ::::;:: f---------------;...... -AT 18" O.C. CHECK VALVE, LIGHT BROWN TUBING WITH 2,246 LF. 3,4 / 16 '-----------------------------------PURPLE STRIPING. DRIPLINE LATERALS SPACED AT 18" ------------------'-------------------c-'---------------APART, WITH EMITTERS OFFSET FOR TRIANGULAR E------------=--i-,---------------PATTERN. INSTALL WITH HUNTER PLO BARBED OR PLD-LOC ----------------1---------------,-, !-,---------------FITTINGS. e------------------~--------------- SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY DETAIL HUNTER HQ-44LRC-AW-R QUICK COUPLER VALVE, PURPLE RUBBER LOCKING COVER ~ FOR RECLAIMED WATER USE. RED BRASS AND STAINLESS 1 9 I 15 STEEL, WITH 1IN. NPT INLET, 2-PIECE BODY. ACME KEY WITH ANTI-ROTATION WINGS. IRRIGATION CONTROLLER ~ HUNTER HC-12; 12 STATION CONTROLLER WITH WI-Fl 1 8 / 16 CONNECTION WEATHER STATION HUNTER WSS; WIRELESS SOLAR, RAIN FREEZE SENSOR § WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, 1 7 I 16 PRO-C, AND I-CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. POC POINT OF CONNECTION 1 ':r' IRRIGATION LATERAL LINE: PURPLE PVC SCHEDULE 40 521.5 L.F. 6 / 16 ----IRRIGATION MAINLINE: PURPLE PVC SCHEDULE 40 36.3 L.F, 6 / 16 --------PIPE SLEEVE: PURPLE PVC SCHEDULE 40 111.1 L.F. 6 I 16 -------- RECLAIMED WATER/ "DO NOT DRINK" SIGN Valve Callout IRRIGATION NOTES: 1. NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS-CONNECTION TEST PERFORMED BY CMWD AND DEHQ. FINAL CONNECTION TO THE EXISTING RECYCLED WATER SOURCE IS TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEHQ. 2. LANDSCAPE CONTRACTOR SHALL CONTACT CMWD'S CROSS-CONNECTION REPRESENTATIVE BEFORE STARTING CONSTRUCTION WORK BY CALLING 442-339-2362. 3. BASED ON THE INFORMATION PROVIDED BY OWNER THERE ARE NO EXISTING POTABLE LINES WITHIN THE SCOPE OF WORK. IF A POTABLE WATER LINE IS FOUND IN THE FIELD, STOP WORK IMMEDIATELY AND NOTIFY THE LANDSCAPE ARCHITECT. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. '' AS BUIL T 11 PLA __ _ EXP. ___ _ DATE REVIEIJED BY, INSPECTOR DATE ":l ~ .,..--:~~ t,7' Uc, ,c,(.'./C,,O<U.r;.,,Z--1;~ )-r~OJL~:~~\ I ?!fl:~'<) ~\ -5--\ l---+----+-----------+--+--1------1----l I ~~EET 11 CITY OF CARLSBAD _ PLANNING DIVISION 1----+----1-----------------+---+---1----1----1 ~IR;R;::IG;::;A:;Tl::;O~N';:PLA:::;::::N===============~ REEF landscape ach1tecture environmental planning urban design l\•1 c Cu 11 o u g h L .A . corn 3605-B Fifth Avenue San Diego, CA 92103 619.296 3150 I < rcy ~\ .-\ , ,,, I ✓ \-\' 1----+----l-----------------+---+---1----1----1 ' U I 2__~ c:27 • C: 1 m 'I Rennovation ! _ I\ ssa•t= • I () l----+----1-----------------+---+---l----l----l 2290 Cosmos Court, Carlsbad, CA92075 \ ~ 12131/2023 / -f / l----+----1-----------------+---+---l----l----l ~========:;;::;;,::==========~ \*\ R~~"D"• /*/ I APPROVED,_ ~ ~~ \(f),A'"' 1211212023 ~~/ -~ ~~ '~ /: '·,-0"" _ ___. .. / ~~ / PLANNING ~~-~'-33,/ :=D::W::N=BY==.====;--;::::===P=RO=J=EC=T=N=o==::::;;:=o=RA=W=ING=No=.:::; DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY LPC2023-0025 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY. DEV2023-0060 286-6L DESIGNER OF WORK Q) 1' ABOVE FINISH GRADE. @ FLUSH VALVE. @ 314' ADAPTER. @ 6' ROUND PURPLE BOX. BRANDED 'FV' WITH 1' HIGH CHARACTERS. @ ELLJOINT. @ BRICK SUPPORT AS NEEDED. (J) PEA GRAVEL SUMP (6' x 18"). Q)----- NOTES A. INSTALL PER MANUFACTURER'S SPECIFICATIONS. B. MANUAL FLUSH VALVE TO BE INSTALLED AT LOW POINT. @ @ CHRISTY'S ID TAG (PURPLE) -@ --~ RECLAIMED WATER. ® FINISH GRADE. • co - ® 8 IDRIPLINE FLUSH VALVE ON POLY-ELL NTSI @ NOTES: A. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. --CD bfi~~~~~----® ®---.J__.J CD FINISH GRADE. @ QUICK COUPLER VALVE WITH ACME THREAD PER IRRIGATION PLAN. @ 10' PURPLE ROUND VALVE BOX. BRANDED 'QC" WITH 2" HIGH CHARACTERS. ~-(J) @ MAIN LINE PIPE. (J) BRICK SUPPORT AS NEEDED. @ 3/4' GRAVEL. @ PREFABRICATEDSWINGJOINT. ® #4 REBAR WSS HOSE CLAMPS. @ MAIN LINE TEE OR ELL. @ BILINGUAL (ENG/SPA) DO NOT DRINK TAG -RW. 9 IOUICK COUPLING VALVE -RW NTS I ® ® @) @ 30' LINEAR LENGTH OF WIRE, COILED. @ @ FINISH GRADE. @ TOP OF MULCH. (J) -,-',-~-nr-t---+~----+---.,,+--(J) PVC SCH 80 COUPLING. ® ® @ ® @ -'-.7"--4--,t-----.--t-"@ CD PVC SCH 80 NIPPLE (CLOSE). @ PURPLE VALVE BOX. BRANDED 'RCV-(VALVE#)" WITH 2" HIGH CHARACTERS. @ WATER PROOF CONNECTION, SPLICE-1 (1 OF 2). @ CD , I I @ PVC SCH 80 NIPPLE (LENGTH AS REQUIRED). @ PVC SCH 80 ELL. @ PVC SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND PVC SCH 80 ELL. @ PVC SCH 80 TEE OR ELL. @ BRICK SUPPORT AS NEEDED. @ 3" MIN. DEPTH OF 3/4" WASHED GRAVEL. ~ MAIN LINE PIPE. ® CONTROL ZONE KIT. @ PVC SCH 80 UNION FOR SERVICING ASSEMBLY . @ PVC SCH 80 MALE ADAPTER. @ PVC LATERAL PIPE. @ BILINGUAL (ENG/SPA) DO NOT DRINK TAG· RW 5 IDRIP CONTROL VALVE -RW ,. =,.I CD AIR/VACUUM RELIEF VALVE. @ REDUCING BUSHING 314" MIPT x 1" FIPT. @ PLD TEE FITTING. @ DRIP TUBING. @ FILTER FABRIC. @ 314" CRUSHED ROCK. CV BRICK SUPPORT AS NEEDED. @ FINISH GRADE. ® 6" PURPLE ROUND VALVE BOX BRANDED "AV" WITH 2" HIGH CHARACTERS. @ BILINGUAL (ENG/SPA) DO NOT DRINK TAG -RW NOTES A. INSTALL PER MANUFACTURER'S SPECIFICATIONS. B. AIR/VACUUM RELIEF VALVE TO BE INSTALLED AT OPTIMAL HIGHEST POINT FROM VALVE KIT. C. MULTIPLE VALVES MAY BE NEED TO ACCOMMODATE GRADE DIFFERENCE. (J) 6 IDRIP AIR RELIEF VALVE-RW NTSI 0 RECYCLED WATER DO NOT DRINK AVISO AGUA IMPURA NO TOMAR FRONT CHRISTY'S VALVE TAG ID.MAX.P2.RC007 0 BACK SAMPLE WARNING TAG. BACKGROUND PURPLE WITH BLACK LETTERING. 3 I RECYCLED WATER TAG (j) PURPLE ROUND VALVE BOX-BRANDED 'BV" @ SCH 40 MAINLINE PIPE. WITH 2" HIGH CHARACTERS. NTSI (J) SET VALVE BOX FLUSH WITH CONCRETE, 1" @ BALL VALVE PER IRRIGATION PLAN. ABOVE TURF OR 3" ABOVE PLANTER AREA. @ INTEGRATED TRUE UNION CONNECTORS @ FINISH GRADE. @ 314" CRUSHED ROCK. ® BILINGUAL (ENG/SPA) DO NOT DRINK TAG-RW @ BRICK SUPPORT AS NEEDED. NOTES A. INSTALL PER MANUFACTURER'S SPECIFICATIONS. / / V//m1"/::?½1/7:;;/z1/ '777''77Y777-7 /, / "77'V"Z'CV7'U--'I. / / ~ / @ 4 IBALL VALVE-RW landscape ach1tecture environmental planning urban design M cCu II oughl.4. corn 3605-B Fifth Avenue San Diego, CA 92103 619.296.3150 :::: = co - BALL VALVE DATE INITIAL DESIGNER OF WORK NTS I CD STRIP WIRES APPROXIMATELY 5/8" FROM END @ SLIP BASE SOCKET OVER END OF WIRES @ APPLY SEALER TO OUTSIDE OF SEALING PLUG AND FILL CAVITY WITH SEALER @ PLACE CRIMP SLEEVE OVER WIRE ENDS @ PULL BASE SOCKET OVER END AS FAR AS POSSIBLE @ PUSH SEALING PLUG INTO BASE SOCKET CV PUSH WIRES TO END OF BASE SOCKET @ GREASE FILLED WIRE CONNECTOR >=<-====L._ _ _J==== &=® ==r----~= ~® '---@ 1 IWIRE CONNECTION I s1~EET 11 N.TS I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 PLA EXP. DATE REVIE\./ED BY• INSPECTOR DATE CITY OF CARLSBAD PLANNING DIVISION IRRIGATION DETAILS REEF Rennovation 2290 Cosmos Court, Carlsbad, CA 92075 I I APPROVED~ PLANNING al~ ,z. l2al2:!.z I OWNBY. PROJECT NO DRAWING NO. DATE INITIAL DATE INITIAL CHKO BY. LPC2023-0025 286-6L REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWDBY: DEV2023-0060 UP TO 200' AWAY (WIRED) ---800' (WIRELESS) ~-------i• I 1----G) ® 7 I HUNTER SOLAR SYNC G) MODEL: SOLAR SYNC SENSOR @ SUITABLE POST, POLE, OR @-- GUTTER MOUNT MOUNT IN LOCATION WHERE SENSOR CAN RECEIVE FULL SUN, IS OPEN TO RAINFALL AND OUT OF SPRINKLER SPRAY PATTERN @ ---+-<IH @ CONDUIT FROM SOLAR SYNC SENSOR TO CONTROLLER OR TO A POINT 12" BELOW GRADE @ MODEL SOLAR SYNC MODULE MOUNTED INSIDE OF HUNTER PCC CONTROLLER @ HUNTER CONTROLLER (SEE PLAN) @ COMMUNICATION WIRE, 18-2(WIRE TYPE TO MEET INSTALLATION CODE REQUIREMENTS), FROM MODULE TO SENSOR MAXIMUM TOTAL WIRE DISTANCE, 200 FEET , • '7" POWER SOURCE '✓ "-!..I NTS I G) MINIMUM CLEARANCE FOR DOOR OPENING. (1) MODEL PER IRRIGATION SCHEDULE. '-INTERIOR OR~ @ ADDITIONAL WIRE CONDUIT, UP TO 2' SIZE. EXTERIOR WALL , @ DECODER WIRE CONDUIT, UP TO 2-1/2' SIZE. @ CONDUIT FOR GCBL COMMUNICATION/SENSOR WIRE. @ SUPPLEMENT AL GROUND WIRE, INSTALL PER ASIC GUIDELINES. (J) 314' POWER SUPPLY CONDUIT J-BOX INSIDE CONTROLLER, CONNECT PER LOCAL CODE. ,!<-15-1/2",!' p 8 IWALL MOUNT CONTROLLER J◊o • (D - :::::: G) ® 0 NT.s.l LEGEND: (j)PROFESSIONAL LANDSCAPE PURPLE □@PLINE PER PLAN G)SHRUB (SEE PLANTING PLAN) Q)PLD OR PLD-LOC FllTING TYP ©BLANK PROFESSIONAL LANDSCAPE DRIPLINE NOTES AIR RELIEF VALVE (PLD-AVR) INSTALlED IN VALVE BOX AT OPTIMAL HIGHEST POINT FROM CONTROL ZONE KIT MULTIPLE AIR RELIEF VALVES MAY BE NEEDED TO ACCOMMODATE DIFFERENCES IN GRADE ECO-INDICATOR TO BE INSTALLED AT OPTIMAL FURTHEST POINT FROM CONTROL ZONE KlT IN CLEAR VIEW WHEN POPPED UP FLUSH POINT TO BE INSTALLED AT OPTIMAL FURTHEST POINT FROM CONTROL ZONE KJT TO ALLOW FOR MAXIMUM DEBRIS FLUSH IN SYSTEM 5 ILANDSCAPE DRIPLINE -POTTERY RING 1· = 1·-0· I MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS: PRESSURE LINES: • LESS THAN 3" IN DIAMETER-18" COVER • 3"-5-1/2" IN DIAMETER -24" COVER • 6" OR GREATER IN DIAMETER -36" COVER LATERAL LINES: •12"COVER SLEEVES UNDER ROADS: • 6" OR LESS IN DIAMETER -36" COVER • GREATER THAN 6" IN DIAMETER -48" COVER • SCHEDULE 80 PVC SLEEVES UNDER PAVING (NON-ROADS): • LESS THAN 3" IN DIAMETER -18" COVER • 3" -5-1/2" IN DIAMETER -24" COVER • 6" OR GREATER IN DIAMETER-36" COVER • SCHEDULE 40 PVC CONTROL WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENTS SHALL BE INSTALLED IN SEPARATE PVC SLEEVES. SLEEVE LATERAL LINES PRESSURE LINES D A. REFER TO MINIMUM REQUIREMENTS ABOVE B. REFER TO MINIMUM REQUIREMENTS ABOVE C. REFER TO MINIMUM REQUIREMENTS ABOVE D. 6" E. 12" LEGEND: 1. PAVING 2. BASE MATERIAL 3. EARTH SURFACE 4. SAND BACKFILL 5. SLEEVED LATERAL PIPE 6. SLEEVE MAIN LINE 7. CONTROL WIRES USE PVC ELEC. SLEEVES UNDER PAVING 8. DETECTABLE WARNING TAPE" LEGEND: 1. EARTH SURFACE 2. LATERAL LINE 3. FOR LATERALS UNDER PARKING & ROAD SURFACE, SEE 'UNDER PAVING' 5. MAIN LINE 6. CONTROL WIRES (TAPE TO MAIN LINE EVERY 10') 7. DETECTABLE WARNING TAPE PLACE DIRECTLY ABOVE MAIN LINE AND AGAIN 12" • ABOVE MAIN LINE** '* WARNING TAPE REQUIRED OVER RECYCLED WATER MAIN LINES ONLY 6 IPIPE/SLEEVE INSTALLATION-RECYCLED WATER 1· = 1· I G) PURPLE PVC LATERAL LINE FROM DRIP ZONE KIT. (1) PURPLE PVC SUPPLY MANIFOLD. @ DRIPLINE MANIFOLD-TO-ELBOW CONNECTION, TYP. @ PURPLE DRIPLINE LATERAL. @ AIR/VACUUM RELIEF VALVE (PLUMBED TO BLANK POLY TUBING AT EACH HIGH POINT). @ AIR/VACUUM RELIF LATERAL, BLANK TUBING CENTERED ON MOUND OR BERM. (J) PERIMETER LATERALS 2" TO 4" FROM EDGE. @ OPERATION INDICATOR. @ PVC FLUSH MANIFOLD. @ PLANTER ARENPERIMETER TYPICAL. (j)i MANUAL FLUSH VALVE PLUMBED TO FLUSH MANIFOLD AT LOW POINT. NOTES: A. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH. B. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3 IDRIPLINE END-FEED LAYOUT G) PURPLE PVC LATERAL LINE FROM DRIP ZONE KIT. CV PURPLE PVC SUPPLY MANIFOLD. @ DRIPLINE MANIFOLD-TO-ELBOW CONNECTION, TYP. ® @ PURPLE DRIPLINE LATERAL. @ @ AIR/VACUUM RELIEF VALVE (PLUMBED TO @ _---,--1 BLANK POLY TUBING AT EACH HIGH POINT). @ AIR/VACUUM RELIF LATERAL, BLANK TUBING CENTERED ON MOUND OR BERM. (J) PERIMETER LATERALS 2' TO 4" FROM EDGE. @ PURPLE OPERATION INDICATOR. ® PVC FLUSH MANIFOLD. @ PLANTER ARENPERIMETER TYPICAL. @--...i (j) " ®--,.J G -~ I I I I I I I I I I I I _•;;m NTS I -~ I I I I I I I G) G) NATIVE SOIL @ PURPLE DRIPLINE IRRIGATION PER IRRIGATION PLAN @ PURPLE OPERATION INDICATOR. USE ONE PER ZONE AND LOCATE AT FLUSH END OF ZONE @ FINISH GRADE @ ® G) NOTES A. INSTALL PER MANUFACTURER'S SPECIFICATION 1 IDRIP OPERATION INDICATOR (D PURPLE PVC DRIP MANIFOLD PIPE. G) CV PURPLE PVC SCH 40 TEE OR ELBOW. llJ > 0 0 rl co Cl <l'. J: • (Y) (f) • • z u.. @ NTSI ----'-------;+--,..-,L------ @ BLANK DRIPLINE TUBING. @ BARB CROSS INSERT FITTING. @ PURPLE SUB-SURFACE DRIPLINE. @ APPROXIMATE TREE ROOT BALL. (J) TIE DOWN STAKE/STAPLE, @ BARB TEE INSERT FITTING. (j)i MANUAL FLUSH VALVE PLUMBED TO FLUSH MANIFOLD AT LOW POINT. @ -7-J--+-+-+---H ~ I NOTES NOTES: A. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH. B. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. ®--..i. ®-" @)y _. 4 IDRIPLINE CENTER-FEED LAYOUT A~ /20S CAp----.,"' ;c.-c.,<A,~~·v /~~~OJLL~~~o'\ I rY ,<,"v v> x-\ I I __: ;;m A. DISTANCE BETWEEN LATERAL RINGS AND EMITTER SPACING TO BE BASED ON SOIL TYPE AND TREE CANOPY. SEE MANUFACTURER INSTALLATION GUIDE FOR SUGGESTED SPACING. B. PLACE TIE DOWN STAKES EVERY THREE (3) FEET O.C. (SAND SOILS), FOUR (4) FEET O.C. (LOAM SOILS), OR FIVE (5) FEET O.C. (CLAY SOILS). C. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE IN DIRECTION. 2 IDRIP EMITTER TREE RING LAYOUT APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 PLA __ _ EXP, ___ _ DATE REVIE\./ED BY• INSPECTOR DATE 1----1---+-----------------t---+--+----1i----1 I s1~EET 11 1-----1---+-----------------t---+--+---!----I ;:::IRR;:;:;IG::;:AT:;::10;'..N,'.;D::;ET;:::A:::ILS;============== CITY OF CARLSBAD PLANNING DIVISION landscape ach1tecture env1ronmental planning urban design I "-'J /-..j O\ y \ ;?f Icy' ~\ .-\ I /.Jj f .,./-\ ,..\ \ f-----1---+-----------------t---f--+---j----j , u I c....:>C?., • c:__ , rn I REEF Rennovat1on McCulloughLA.com 3605-B Fifth Avenue San Diego, CA 92103 619.296.3150 I -\ S19nature • IC) 1-----1---+-----------------t---+--+---j----j I ' ' l -1 \ 12/31/2023 /-Ii 1------1---+----------------+----+---t---t----; ~====================; \~~\ Ra=alDala /*/ I APPROVED, L} ~ I \ v~,~ 12112/2-023 /'. ~1 ~ ~ 12.{z.p,{z3 \ f ,r. '--~ ~ '/ PLANNING . ~~0F-CAL\r:3/· ~D~w=-=N~BY========;--;=====P==Ro:::::J:::::Ec:::T=No======;-~D:::::RA:::::w::::1N:::G::::No:::::.=; ~~-----· DATE INITIAL DATE INITIAL DATE INITIAL CHKO BY, LPC2023-0025 286-6L DESIGNER0FWORK REVISION DESCRIPTION OTHER APPROVAL CITYAPPROVAL RVWDBY. DEV2023-0060 2290 Cosmos Court, Carlsbad, CA 92075 I ' ,. 1•'' . ' STREET SURFACE--ij POTABLE MAINLINE -3-1/2 FEET (SEE IMPROVEMENT OWGS.)7 11 ,. 12 INCH MIN. REQUIRED __ _ VERTICAL SEPARATION ~Vl>---SLEEVE RECYCLED WATER IRRIQATJON MAINLINE~---- NOTE: ALL RECYCLED WATER IRRIGATION PIPE ANO SLEEVES SHALL BE PURPLE ANO LABELED AS SPECIFIED IN: MAINLINE CROSSING CURB -..--SIDEWALK -METER BOX WfWATER METER . I .tre?=24=~~-~~;_,:::::;fr------ -,_--l APPROX. 8"-+--H.~-=t:tHe~~'======:=.==i'::11.-v----12" MINIMUM_ POTABLE SERVICE LINE -c::;~~ 10' MINIMUM TO P.OTABLE MAINLINE IN STREET , .~ • RECYCLED WATER IRRIGATION MAINLINE WI SLEEVE:- NOTE; VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECE;.SSARY 10' HORIZONTAL C~EARANCE FROM POTABLE-MAINLINE IN l'HE ST~Eer. POTABLE SERVICE LINE CROSSING 1 ICROSS SECTION OF POTABLE AND RECLAIMED LINE CROSSING NTSI APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT'' PLA __ _ EXP, ___ _ DATE REV!Ew'ED BY, INSPECTOR DATE /4os~,, / / '::~~~"' -1:::'\ 1-----+---+-----------+----+--+----+---1 I 81~EET 11 CITY OF CARLSBAD J . PLANNING DIVISION . t------+-----+--------------+----+-----,---+-----1 ;:;;IR;:;Rl;:;GA:::;T;:;ION'._.'.D:::;ET;;A:;:ILS;::::::===========~ -,,9,,;'-1< --"-~o' I ~~,Q ~\ ~ \ 1</O ~\--\ REEF landscape achItecture environmental planning urban design I LI]!' --1--\-\ \ l-----+-----,~-------------+----+--1-----+-----I / (.) :,__">"'-, • c. --, 'i rn I 1-----+-----+--------------+----+-----,---+-----1 Rennovalion , -1 s,,,aru~ () , 2290 Cosmos Court, Carlsbad, CA 92075 ~✓1 cCu 11 ou,gh L.A. corn 3605-B Fifth Avenue San Diego, CA 92103 619.296.3150 \ ...J \ 1m112023 /-, I t------+-----+--------------+----+-----,---+-----1 ~================~ \~~, ~::::: /~l/ I APPRovE~ 1/0-,,... rz./is{z3 I ~F(j-'~ """' __,-,,/ ~~/ :::::· PLA:::::N:::::Nl:::NG::::::==:::::;--;::::::4======::::;;::::===~- ,,,, OF CAL\'(__?.,/ DWN BY. PROJECT NO DRAWING NO, -..___ __ -DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY, LPC2Q23-QQ25 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWDBY. DEV2023-0060 286-6L DESIGNER OF WORK CARLSBAD MUNICIPAL WATER DISTRICT CONSTRUCTION SPECIFICATIONS AND OPERATIONAL REQUIREMENTS 5.2 CONSTRUCTION SPECIFICATIONS 5.2.1 INTRODUCTION A. IT IS THE INTENTION OF THESE SPECIFICATIONS TO ACCOMPLISH THE WORK OF INSTALLING A SPRINKLER SYSTEM WHICH WILL OPERATE IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDING TO WORKMANLIKE STANDARDS ESTABLISHED FOR SPRINKLER OPERATION. NOTWITHSTANDING IS THE FACT THAT THESE SPECIFICATIONS MAY BE DEFICIENT IN SETTING FORTH A COMPLETE DETAILED DESCRIPTION FOR THE WORK TO BE DONE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL SAID SPRINKLER SYSTEM IN SUCH A MANNER THAT IT SHALL OPERATE EFFICIENTLY. B. THESE SPECIFICATIONS COVER AUTOMATICALLY CONTROLLED IRRIGATION SYSTEMS, INCLUDING ALL TRENCHING, BACKFILLING AND COMPACTING; SLEEVES, INSTALLATION OF PIPE, VALVES, IRRIGATION HEADS, FITTINGS, AND ALL OTHER APPURTENANCES; CONNECTIONS TO WATER SERVICES, TESTING; INSTALLATION OF CONTROLLERS, ELECTRICAL CONNECTIONS AND WIRING; ADJUSTMENT OF SYSTEMS; NECESSARY ACCESSORIES AS SHOWN ON THE DRAWINGS AND SPECIFIC HEREIN. 5.2.2 GENERAL CONDITIONS A. REQUIREMENTS 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE, ALL STATE AND LOCAL CODES AND REGULATIONS. SHOULD THE CONSTRUCTION DOCUMENTS OR INSTRUCTIONS BE AT VARIANCE WITH THE AFOREMENTIONED RULES AND REGULATIONS, NOTIFY THE CARLSBAD MUNICIPAL WATER DISTRICT AND AWAIT THEIR INSTRUCTIONS BEFORE PROCEEDING WITH THE WORK AFFECTED. 2. MANUFACTURER'S DIRECTIONS: MANUFACTURER'S DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURER OF ARTICLES USED IN THIS CONTRACT PROVIDE DIRECTION ON MATERIALS OR PROCEDURES NOT SHOWN OR SPECIFIED IN , • • THE DRAWINGS AND SPECIFICATIONS. 3. MANUFACTURER'S WARRANTIES: MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE LIABILITIES UNDER GUARANTEE. THE CARLSBAD MUNICIPAL WATER DISTRICT MAY AT THIS OPTION, REQUIRE A MANUFACTURER'S WARRANTY ON ANY PRODUCT PROPOSED FOR USE. • 4. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. DO NOT INSTALL THE SPRINKLER SYSTEM OR COMPONENTS WHEN CONFLICTS, OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN, OR IF DISCREPANCIES IN THE CONSTRUCTION DETAILS, LEGEND, OR SPECIFIC NOTES ARE DISCOVERED. ALL SUCH CONFLICTS, OBSTRUCTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CARLSBAD MUNICIPAL WATER DISTRICT. IN THE EVENT THIS IS NOT • DONE, THE CONTRACTOR SHALL ASSUME FULL · RESPONSIBILITY FOR THE NECESSARY REVISIONS. 5. DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC., WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE FIELD CONDITIONS AFFECTING THE WORK AND PLAN ACCORDINGLY, FURNISHING ALL MATERIALS AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING AND STRUCTURES. B. PROTECTION FROM DAMAGE 1. PROTECT WORK AND MATERIALS FROM DAMAGE DURING CONSTRUCTION AND STORAGE. PVC PIPE AND FITTINGS SHALL BE PROTECTED FROM DIRECT SUNLIGHT. 2. ASSUME ALL RESPONSIBILITY FOR DAMAGE TO EXISTING CONSTRUCTION AND RESTORE TO ITS ORIGINAL CONDITION SHOULD DAMAGE OCCUR AS A RESULT OF THIS WORK. 3. CONTRACTOR SHALL SECURELY COVER OPENINGS INTO SYSTEM AND COVER APPARATUSES, EQUIPMENT, AND APPLIANCES BOTH BEFORE AND AFTER BEING SET IN PLACE TO PREVENT OBSTRUCTION IN THE PIPES AND PREVENT BREAKAGE, MISUSE, OR DISFIGUREMENT OF THE APPARATUSES, EQUIPMENT OR APPLIANCES. C. RECORD DRAWINGS RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS INCLUDING THOSE INVOLVING BOTH CONSTANT-PRESSURE AND INTERMITTENT-PRESSURE LINES AND APPURTENANCES. ALL CONCEPTUAL OR MAJOR DESIGN CHANGES, INCLUDING ANY CHANGES THAT MAY BE AFFECTED BY THE REQUIREMENTS OF THESE STANDARD SPECIFICATIONS, SHALL BE APPROVED BY THE DISTRICT BEFORE IMPLEMENTING THE CHANGE IN THE CONSTRUCTION CONTRACT. FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT IN TERMINATION OF SERVICE. UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION AND DIMENSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS. FACILITIES AND ITEMS TO BE LOCATED AND VERIFIED ON THE RECORD DRAWINGS SHALL INCLUDE THE FOLLOWING: 1. POINTS OF CONNECTION TO THE DISTRIBUTION SYSTEM 2. ROUTING OF SPRINKLER PRESSURE LINES 3. GATE VALVES 4. SPRINKLER CONTROL VALVES 5. QUICK-COUPLING VALVES 6. ROUTING OF CONTROL WIRES 7. OTHER RELATED EQUIPMENT AS SPECIFIED BY THE DISTRICT OR THE OWNER CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND WORKMANLIKE MANNER. RECORD CONSTRUCTION DRAWINGS SHALL BE MAINTAINED AT THE JOB SITE DURING CONSTRUCTION. THE APPLICANT, OWNER, OR CUSTOMER SHALL PROVIDE TWO (2) SETS OF IRRIGATION IMPROVEMENT PLANS AND COMPLETE SET OF AS-BUILT REPRODUCIBLE THREE (3) MIL PHOTO MYLARS. PRIOR ARRANGEMENTS MUST BE MADE WITH THE DISTRICT IF WATER SERVICE IS TO BE PROVIDED PRIOR TO AS-BUILT LINE SUBMITTAL. FAILURE TO PROVIDE RECORD DRAWINGS WILL RESULT IN TERMINATION OF SERVICE. D. CONTROLLER CHARTS CONTROLLER CHARTS SHALL BE PREPARED, APPROVED BY THE DISTRICT, AND PLACED IN THE CONTROLLERS BEFORE COMMENCING SERVICE. CONTROLLER CHARTS PREPARED AS SET FORTH BELOW: 1. PROVIDE TWO CONTROLLER CHARTS FOR EACH AUTOMATIC CONTROLLER SHOWING THE AREA COVERED BY THE CONTROLLER. THE CHART SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW. ONE CONTROLLER CHART WILL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. 2. THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS-BUILT SYSTEM. THE LINE WEIGHTS AND LETTERING ON THE ORIGINAL CONTROLLER CHART DRAWING SHALL BE SO DRAWN THAT THE REDUCED CHART IS CLEARLY, READABLE. 3. THE CHART SHALL BE A BLACKLINE PRINT WITH A DIFFERENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. 4. WHEN COMPLETED AND APPROVED, THE CHARTS SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM OF TEN (10) MILS THICK. FAILURE TO PROVIDE CONTROLLER CHARTS WILL RESULT IN TERMINATION OF SERVICE. E. CONTROLLER ACCESS THE DISTRICT RESERVES THE RIGHT TO HAVE COMPLETE ACCESS TO THE CONTROLLER CLOCKS FOR REASONS OF MONITORING AND CONTROLLING SYSTEM FAILURES. THE APPLICANT, OWNER, OR CUSTOMER SHALL PROVIDE THE DISTRICT WITH TWO SETS OF ALL KEYS NECESSARY FOR ACCESS TO THE CONTROLLER CLOCKS WITHIN THE DESIGN AREA. THE KEYS WILL THEN BECOME THE PROPERTY OF THE DISTRICT. IF THE SYSTEM IS CONVERTED TO A POTABLE WATER SUPPLY AS PROVIDED FOR HEREIN, THE KEYS WILL BE RETURNED TO THE OWNER. THE DISTRICT IS NOT RESPONSIBLE FOR LOSS OR DAMAGE TO ANY CONTROLLER. FAILURE TO PROVIDE KEYS WILL RESULT IN TERMINATION OF SERVICE. F. CONVERSION FROM A POTABLE TO RECYCLED WATER SUPPLY ALL IRRIGATION FACILITIES CONVERTING FROM A POTABLE TO A RECYCLED WATER SUPPLY SHALL CONFORM TO THE DISTRICT'S CONSTRUCTION SPECIFICATIONS AS CONTAINED HEREIN, INCLUDING A SUCCESSFUL CROSS CONNECTION TEST. c. D. THE FACILITIES TO BE CONVERTED SHALL BE INVESTIGATED IN DETAIL INCLUDING REVIEW OF ANY RECORD DRAWINGS, PREPARATION OF REQUIRED REPORTS, AND DETERMINATIONS E. BY THE DISTRICT OF MEASURES NECESSARY TO BRING THE SYSTEM INTO COMPLIANCE WITH THESE STANDARD SPECIFICATIONS. THE APPLICANT, OWNER, OR CUSTOMER SHALL PAY ALL COSTS TO CONVERT THE SYSTEM AT NO COST TO THE CARLSBAD MUNICIPAL WATER DISTRICT. G. GUARANTEE ALL WORK SHALL BE GUARANTEED IN WRITING FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE AGAINST ALL DEFECTS IN MATERIALS, EQUIPMENT AND WORKMANSHIP. GUARANTEE SHALL ALSO COVER REPAIR OR DAMAGE TO ANY PART OF THE PREMISES RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIAL,EQUIPMENT, AND WORKMANSHIP TO THE SATISFACTION OF THE CARLSBAD MUNICIPAL WATER DISTRICT. REPAIRS IF REQUIRED SHALL BE DONE PROMPTLY UPON NOTIFICATION BY PROJECT OWNER'S REPRESENTATIVE, AT NO COST TO THE OWNER OR AT NO COST TO THE CARLSBAD MUNICIPAL WATER DISTRICT. H. EXISTING SITE CONDITIONS THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. SHOULD UTILITIES THAT ARE NOT SHOWN ON THE PLANS BE FOUND DURING EXCAVATIONS OR DURING SUBSEQUENT EXAMINATION OF THE SITE, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE FOR INSTRUCTIONS AS TO FURTHER ACTION. THE CONTRACTOR SHALL BE LIABLE FOR ANY AND ALL DAMAGES ARISING FROM FAILURE TO NOTIFY THE OWNER OF SUCH DISCOVERIES. 5.2.3 MATERIAL SPECIFICATIONS A. SUMMARY F. PVC PRESSURE MAINLINE PIPE AND FITTINGS ALL BURIED PRIVATE PIPING IN THE RECYCLED WATER SYSTEM SHALL BE INSTALLED WITH WARNING TAPE IDENTIFYING IT AS RECYCLED WATER EXCEPT FOR INTERMITTENT PRESSURE LINES. INTERMITTENT PRESSURE LINES (LINES ON THE DOWNSTREAM SIDE OF A CONTROLLER VALVE THAT WILL NOT BE SUBJECT TO CONSTANT PRESSURE) MAY BE EXCEPTED AS LONG AS IT IS APPARENT, DUE TO LINE SIZE AND LOCATION AS DETERMINED SOLELY BY THE DISTRICT ENGINEER OR INSPECTOR, THAT THE LINES ARE PART OF A RECYCLED WATER SPRINKLER IRRIGATION SYSTEM. STENCILED PIPE, AS SPECIFIED BELOW, WILL BE ACCEPTED IN CONJUNCTION WITH WARNING TAPE. 1. PRESSURE MAINLINE PIPING FOR SIZES 2" AND LARGER SHALL BE PVC CLASS 315 AND SHALL BE PURPLE. 2. PIPE SHALL BE MADE FROM AN NSF APPROVED TYPE 1, GRADE 1, PVC COMPOUND CONFORMING TO ASTM D1784. ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATIONS PS-22-70, WITH AN APPROPRIATE STANDARD DIMENSION (S.D.R) -(SOLVENT WELD PIPE). 3. PRESSURE MAINLINE PIPING FOR SIZES 1½" AND SMALLER SHALL BE PVC SCHEDULE 40 WITH SOLVENT WELDED JOINTS AND SHALL BE PURPLE. 4. PIPE SHALL BE MADE FROM NSF APPROVED TYPE 1, GRADE 1, PVC COMPOUND CONFORMING TO THEASTM D1785. ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATION PS-21-70. 5. PVC SOLVENT-WELD FITTINGS SHALL BE SCHEDULE 40, 1-2, 11-1 NSF APPROVED CONFORMING TO ASTM D2466. 6. SOLVENT CEMENT AND PRIMER FOR PVC SOLVENT WELD PIPE AND FITTINGS SHALL BE OF TYPE AND INSTALLATION METHODS PRESCRIBED BY THE MANUFACTURER. 7. ALL PVC PIPE MUST BEAR THE FOLLOWING MARKINGS: a. MANUFACTURER'S NAME b. NOMINAL PIPE SIZE c. SCHEDULE OR CLASS d. PRESSURE RATING IN P.S.I. e. NSF (NATIONAL SANITATION FOUNDATION) APPROVAL f. DATE OF EXTRUSION 8. ALL FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OR TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE IRON PIPE SIZE (I.P.S.), SCHEDULE AND NSF CERTIFICATION MARKING. 9. ALL PIPE SHALL HAVE STENCILING APPEARING ON BOTH SIDES OF THE PIPE WITH THE MARKING "RECYCLED WATER" IN¾" LETTERS REPEATED EVERY 12 INCHES. PVC NON-PRESSURE LATERAL LINE PIPING 1. NON-PRESSURE BURIED LATERAL LINE PIPING SHALL BE PVC CLASS 200 WITH SOLVENT-WELD JOINTS AND SHALL BE PURPLE. 2. PIPE SHALL BE MADE FROM NSF APPROVED, TYPE 1, GRADE 11 PVC COMPOUND CONFORMING TO ASTM D1784. ALL PIPE MUST MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS22-70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO. 3. EXCEPT AS NOTED IN PARAGRAPH C ABOVE, ALL REQUIREMENTS FOR NON-PRESSURE LATERAL LINE PIPE AND FITTINGS SHALL BE THE SAME AS FOR SOLVENT-WELD PRESSURE MAINLINE PIPE AND FITTINGS, (PRIMER NOT REQUIRED). 4. ALL UNSIZED END RUN LATERAL LINES SHALL BE½" PIPE. POTABLE WATER PIPING ALL PVC POTABLE WATER PIPING INSTALLED WITHIN THE SAME PROJECT LIMITS AS THE PRIVATE RECYCLED WATER PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, RULES AND REGULATIONS. THE PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE OR CLASS INDICATING THE PRESSURE RATING. IN ADDITION, ALL PVC POTABLE WATER PIPING SHALL BE BLUE OR SHALL BE WHITE WITH BLUE STENCILING APPEARING ON BOTH SIDES OF THE PIPE WITH THE MARKING "POTABLE WATER" IN¾" LETTERS REPEATED EVERY 12 INCHES, AND BLUE TAPE IDENTIFYING IT AS A POTABLE WATER LINE AND STATING "CAUTION: WATER LINE BURIED BELOW'. WARNING TAPE THE PLASTIC WARNING TAPE SHALL BE PREPARED WITH SILVER PRINTING ON A PURPLE FIELD HAVING THE WORDS, "CAUTION: RECYCLED WATER LINE BELOW'. THE OVERALL WIDTH SHALL BE 3 INCHES. WARNING TAPE SHALL BE INSTALLED DIRECTLY ON TOP OF THE PIPE LONGITUDINALLY AND SHALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE AND SHALL BE FASTENED TO EACH PIPE LENGTH BY PLASTIC TAPE BANDED AROUND THE PIPE WITH FASTENERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THE TRENCH SHALL HAVE FLAPS SUFFICIENT FOR CONTINUOUS COVERAGE. ALL RISERS BETWEEN THE MAINLINE AND CONTROL VALVES SHALL BE INSTALLED WITH WARNING TAPE. A SECOND WARNING TAPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECYCLED WATER LINE. ALL MATERIALS THROUGHOUT THE SYSTEM SHALL BE NEW AND IN PROPER WORKING CONDITION. REFER TO IRRIGATION MATERIAL LEGEND, NOTES AND DETAIL DRAWINGS FOR SPECIFIC EQUIPMENT TO BE USED. SUBSTITUTIONS WILL ONLY BE ACCEPTED WHEN APPROVED BY THE CARLSBAD MUNICIPAL WATER DISTRICT. G. BRASS PIPE FITTINGS EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE SUCH MATERIALS FROM THE SITE AT HIS EXPENSE. B. EQUIPMENT TO BE FURNISHED SUPPLY AS A PART OF THE CONTRACT THE FOLLOWING TOOLS: 1. TWO (2) KEYS FOR EACH AUTOMATIC CONTROLLER. H. 1. WHERE INDICATED ON THE DRAWINGS, USE RED BRASS SCREWED PIPE CONFORMING TO FEDERAL SPECIFICATION #WW-P-351. 2. FITTINGS SHALL BE RED BRASS CONFORMING TO FEDERAL SPECIFICATIONS #WW-P-460. AUTOMATIC CONTROLLERS 1. AUTOMATIC CONTROLLERS SHALL BE OF SIZE AND TYPE SHOWN ON THE PLANS. 2. FINAL LOCATION OF AUTOMATIC CONTROLLERS SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 3. THE 120-VOLT ELECTRICAL POWER TO THE AUTOMATIC CONTROLLERS SHALL BE SHOWN ON THE PLANS. I. ELECTRIC CONTROL VALVES USE RAIN BIRD 100-PES-B/150-PES-B, 200-PES-B ELECTRIC REMOTE CONTROL SCRUBBER VALVES OR RAIN BIRD 100-PES-B-PRS/150-PES-B-PRS, 200-PES-B-PRS PRESSURE REGULATING ELECTRIC REMOTE CONTROL SCRUBBER VALVES. THEY SHALL BE PURPLE. J. ELECTRIC CONTROL VALVE BOX 1. USE 10" X 10-1/4" ROUND BOX FOR ALL BALL VALVES, CARSON INDUSTRIES #910-12B WITH PURPLE BOLT COVER OR APPROVED EQUAL. EXTENSION SLEEVE SHALL BE PVC-6" MINIMUM SIZE. 2. USE 9½" X 16" X 11" RECTANGULAR BOX FOR ALL ELECTRICAL CONTROL VALVES, CARSON INDUSTRIES 14129-12B WITH PURPLE BOLT DOWN COVER OR APPROVED EQUAL. K. SPRINKLER HEADS 1. ALL SPRINKLER HEADS SHALL BE OF THE SAME SIZE, TYPE AND DELIVER THE SAME RATE OF PRECIPITATION WITH DIAMETER (OR RADIUS) OF THROW PRESSURE, AND DISCHARGE AS SHOWN ON THE PLANS AND/OR SPECIFIED IN THESE SPECIAL PROVISIONS. 2. A FINE GRANULAR MATERIAL BACKFILL WILL BE INITIALLY PLACED ON ALL LINES. NO FOREIGN MATTER LARGER THAN ONE-HALF(½") INCH SIZE WILL BE PERMITTED IN THE INITIAL BACKFILL. 3. IF SETTLEMENT OCCURS AND SUBSEQUENT ADJUSTMENTS IN PIPE, VALVES, SPRINKLER HEADS, LAWN, PLANTING, OR OTHER CONSTRUCTION IS NECESSARY THE CONTRACTOR SHALL MAKE ALL REQUIRED ADJUSTMENTS WITHOUT COST TO THE OWNER. 4. RISER NIPPLES FOR ALL SPRINKLER HEADS SHALL BE SAME SIZE AS THE RISER OPENING IN THE SPRINKLER BODY. L. POTABLE WATER 1. POTABLE WATER-QUICK COUPLING VALVES USED IN POTABLE WATER SYSTEMS SHALL BE OF THE LUG THREAD TYPE, HAVE BRAS OR YELLOW VINYL COVERS AS MANUFACTURED BY RAINBIRD, HUNTER, BUCKNER OR APPROVED EQUAL. 2. RECYCLED WATER -QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HV1004-KL-NP OR APPROVED EQUAL. M. WASHDOWN HYDRANTS AND OTHER POINTS OF PUBLIC ACCESS ALL PRIVATE RECYCLED WATER FACILITIES SHALL BE RESTRICTED FROM PUBLIC ACCESS SO THAT THE GENERAL PUBLIC CANNOT DRAW WATER FROM THE SYSTEM. FACILITIES SUCH AS WASHDOWN HYDRANTS (TYPICALLY FOUND AT TENNIS COURTS), BLOW-OFF HYDRANTS, DISCHARGE FROM STRAINERS OR BACKFLOW PREVENTION DEVICES, AND OTHER SUCH FACILITIES SHALL BE RESTRICTED FROM PUBLIC ACCESS. N. WARNING LABELS THE DISTRICT MAY REQUIRE WARNING LABELS AS APPROVED BY THE DISTRICT ENGINEER TO BE INSTALLED ON DESIGNATED FACILITIES. FACILITIES SUCH AS: CONTROLLER PANELS AND WASHDOWN OR BLOW-OFF HYDRANTS OF WATER TRUCKS AND TEMPORARY CONSTRUCTION SERVICES WHERE DESIGNATED BY THE DISTRICT ENGINEER OR INSPECTOR. THE LABELS WILL NOTIFY THAT THE SYSTEM CONTAINS RECYCLED WATER THAT IS UNSAFE TO DRINK. 5.2.4 CONSTRUCTION METHODS A. LAYOUT 1. ALL WORK SHALL BE LAID OUT IN ACCORDANCE WITH PLANS AND DETAILS AS SHOWN ON THE DRAWINGS. LOCATE IRRIGATION APPARATUSES, EQUIPMENT, ETC. IN PLANTED AREA WHEREVER POSSIBLE. 2. IF MINOR CHANGES IN LOCATION ARE REQUIRED, OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE, WORK SHALL BE ACCOMPLISHED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER PROVIDING SUCH CHANGES ORDERED BEFORE ITEMS OF WORK DIRECTLY CONNECTED TO THE SAME AREA ARE INSTALLED, AND PROVIDING NO ADDITIONAL MATERIALS ARE REQUIRED. B. EXCAVATING AND TRENCHING 1. PERFORM ALL EXCAVATIONS AS REQUIRED FOR THE INSTALLATION OF THE IRRIGATION SYSTEM. RESTORE ALL SURFACES, EXISTING UNDERGROUND INSTALLATIONS, ETC., DAMAGED OR CUT AS A RESULT OF THE EXCAVATIONS TO THEIR ORIGINAL CONDITION, AND IN A MANNER SATISFACTORY TO THE OWNER'S REPRESENTATIVE. 2. TRENCHES SHALL BE MADE WIDE ENOUGH TO ALLOW A MINIMUM OF TWO (2) INCHES BETWEEN PARALLEL PIPE LINES. TRENCHES FOR PIPE LINES SHALL BE SUFFICIENTLY DEEP TO PROVIDE THE MINIMUM COVER FROM FINISHED GRADE AS FOLLOWS: a. 18" COVER OVER MAINLINES b. 12" COVER OVER PVC LATERAL LINES c. 6" COVER OVER POLY TUBING LATERAL LINES d. 18" COVER OVER SLEEVED LINES UNDER DRIVEWAYS 3. DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. LAY PIPE TO EVEN GRADE. TRENCHING EXCAVATION SHALL FOLLOW LAY OUT INDICATED ON DRAWINGS AND AS NOTED. C. UTILITY WARNING TAPE 1. INSTALL WHERE SHOWN ON DRAWINGS AND DETAILS. D. BACKFILLING 1. THE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED TESTS ARE PERFORMED. TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED OBSERVATIONS ARE PERFORMED. OBSERVATIONS INCLUDE SPRINKLER HEADS, ALL FITTINGS, LATERAL AND MAINLINE PIPE, VALVES, AND DIRECT BURIAL WIRE. TRENCHES SHALL BE CAREFULLY BACKFILLED WITH THE EXCAVATED MATERIALS APPROVED FOR BACKFILLING CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND OR OTHER APPROVED MATERIALS FREE FROM LARGE CLODS OF EARTH OR STONES. 2. BACKFILL IN LANDSCAPED AREAS SHALL BE MECHANICALLY COMPACTED TO A DRY DENSITY EQUAL TO 90% OF ADJACENT UNDISTURBED SOIL IN PLANTED AREAS. BACKFILL WILL CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS, OR OTHER SURFACE IRREGULARITIES. 3. A FINE GRANULAR MATERIAL BACKFILL WILL BE INITIALLY PLACED ON ALL LINES. NO FOREIGN MATTER LARGER THAN ONE-HALF (1/2") INCH IN SIZE WILL BE PERMITTED IN THE INITIAL BACKFILL. 4. IF SETTLEMENT OCCURS AND SUBSEQUENT ADJUSTMENTS IN PIPE, VALVES, SPRINKLER HEADS, LAWN OR PLANTING, OR OTHER CONSTRUCTION IS NECESSARY, THE CONTRACTOR SHALL MAKE ALL REQUIRED ADJUSTMENTS WITHOUT COST TO THE OWNER. E. TRENCHING AND BACKFILL UNDER PAVING 1. TRENCHES LOCATED UNDER ASPHALT CONCRETE OR CONCRETE PAVING WILL BE INSTALLED AND BE BACKFILLED WITH A SAND LAYER SIX INCHES (6") BELOW THE PIPE AND TWELVE INCHES (12") ABOVE THE PIPE AND COMPACTED IN LAYERS TO 95% COMPACTION USING MANUAL OR MECHANICAL TAMPING DEVICES. TRENCHES FOR PIPING SHALL BE COMPACTED TO EQUAL THE COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL AND SHALL BE LEFT IN A FIRM UNYIELDING CONDITION. ALL TRENCHES SHALL BE FLUSH WITH THE ADJOINING GRADE. THE SPRINKLER IRRIGATION CONTRACTOR SHALL SET IN PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO THE PAVING WORK. 2. INSTALL NO MULTIPLE ASSEMBLIES IN PLASTIC LINES, PROVIDE EACH ASSEMBLY WITH ITS OWN OUTLET. 3. INSTALL ALL ASSEMBLIES SPECIFIED HEREIN IN ACCORDANCE WITH RESPECTIVE DETAIL. IN THE ABSENCE OF DETAIL DRAWINGS OR SPECIFICATIONS PERTAINING TO SPECIFIC ITEMS REQUIRED TO COMPLETE WORK, PERFORM SUCH WORK IN ACCORDANCE WITH BEST STANDARD PRACTICE WITH PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 4. SOLVENT WELD PVC PIPE FITTINGS USING SOLVENTS AND METHODS RECOMMENDED BY THE MANUFACTURER OF PIPE, EXCEPT WHERE SCREWED CONNECTIONS ARE REQUIRED. PIPE AND FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, DUST, AND MOISTURE BEFORE APPLYING SOLVENT. CLEAN OFF EXCESS SOLVENT. ALL WELDED JOINTS SHALL BE CURED AT LEAST FIFTEEN (15) MINUTES BEFORE MOVING OR HANDLING AND TWENTY-FOUR (24) HOURS BEFORE WATER IS PERMITTED IN THE PIPE. ALL POLY TUBING FITTINGS SHALL BE OF COMPRESSION TYPE. INSERT FITTINGS ARE NOT ACCEPTABLE. AVOID KINKING OF POLY TUBING. CONNECTION BETWEEN TUBING AND FITTINGS TO BE CLEAN AND FREE OF DUST AND DIRT. 5. MAKE ALL CONNECTIONS WITH THREADED FITTINGS USING TEFLON TAPE. TAKE UP WITH LIGHT WRENCH PRESSURE. F. AUTOMATIC CONTROLLER INSTALL PER MANUFACTURER'S INSTRUCTIONS. REMOTE CONTROL VALVES SHALL BE CONNECTED TO CONTROLLER IN NUMERICAL SEQUENCE AS SHOWN ON THE DRAWINGS. G. HIGH VOLTAGE WIRING FOR AUTOMATIC CONTROLLER 1.120-VOLT POWER CONNECTION TO THE AUTOMATIC CONTROLLER SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR. 2. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL CODES, ORDINANCES, AND LOCAL AUTHORITIES HAVING JURISDICTION. H. REMOTE CONTROL VALVES INSTALL WHERE SHOWN ON DRAWINGS AND DETAILS. WHEN GROUPED TOGETHER, ALLOW AT LEAST TWELVE INCHES (12") BETWEEN VALVES. INSTALL EACH REMOTE CONTROL VALVE IN A SEPARATE VALVE BOX. EACH VALVE NUMBER SHALL BE STENCILED ON VALVE BOX WITH WHITE EPOXY PAINT OR HEAT BRANDED. I. CLOSING OF PIPE AND FLUSHING LINES 1. CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE ENTRANCE OF MATERIALS THAT WOULD OBSTRUCT THE PIPE AND SPRINKLERS. LEAVE IN PLACE UNTIL REMOVAL IS NECESSARY FOR THE COMPLETION OF INSTALLATION. 2. THOROUGHLY FLUSH OUT ALL WATER LINES BEFORE INSTALLING HEADS AND VALVES. J. SPRINKLER HEADS 1. INSTALL THE SPRINKLER HEADS AS DESIGNATED ON THE DRAWINGS. SPRINKLER HEADS TO BE INSTALLED IN THIS WORK SHALL BE EQUIVALENT IN ALL RESPECTS TO THOSE ITEMIZED. 2. SPACING OF HEADS SHALL NOT EXCEED THE MAXIMUM INDICATED ON THE DRAWINGS. IN NO CASE SHALL THE SPACING EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER. K. HYDROSTATIC TEST -OPEN TRENCH 1. REQUEST THE PRESENCE OF THE CITY OF CARLSBAD INSPECTOR AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF TESTING. TEST TO BE ACCOMPLISHED AT THE EXPENSE OF THE CONTRACTOR AND IN THE PRESENCE OF THE CITY OF CARLSBAD INSPECTOR. 2. CENTER LOAD PIPING WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE. ALL FITTINGS AND COUPLINGS TO BE TOTALLY EXPOSED. 3. APPLY A CONTINUOUS AND STATIC WATER PRESSURE WHEN WELDED PLASTIC JOINTS HAVE CURED AT LEAST TWENTY-FOUR (24) HOURS. MAINLINE TO BE TESTED FOR FOUR (4) HOURS AT 125 P.S.I. 4. REPAIR LEAKS RESULTING FROM TESTS, AND RETEST UNTIL SYSTEM MEETS SPECIFIED TEST. L. BACKFILLING AND COMPACTING 1. INITIAL BACKFILL ON ALL LINES SHALL HAVE NO FOREIGN MATTER LARGER THAN ONE-HALF (1/2") INCH IN SIZE. BACKFILL SHALL BE SUFFICIENTLY DAMP TO PERMIT THOROUGH COMPACTION. BACKFILL FOR TRENCHING SHALL BE COMPACTED TO DRY DENSITY EQUAL TO 90% OF ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT GRADES, WITHOUT DIPS, DEPRESSIONS, HUMPS OR OTHER IRREGULARITIES. M. SETTLING OF BACKFILLED TRENCHES, WHICH MAY OCCUR DURING THE ONE-YEAR PERIOD AFTER FINAL ACCEPTANCE, SHALL BE REPAIRED BY THE CONTRACTOR, INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING, OR OTHER IMPROVEMENTS OF ANY KIND, TO OWNER'S SATISFACTION AT 1\10 ADDITIONAL EXPENSE. N. TEMPORARY REPAIRS THE OWNER RESERVES THE RIGHT TO MAKE TEMPORARY REPAIRS AS NECESSARY TO KEEP THE SPRINKLER SYSTEM IN OPERATING CONDITION. THE EXERCISE OF THIS RIGHT BY THE OWNER SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES UNDER THE TERMS OF THE GUARANTEE AS HEREIN SPECIFIED. 0. ADJUSTING THE SYSTEM ADJUST VALVES, ALIGNMENT, AND COVERAGE OF ALL SPRINKLER HEADS IF IT IS DETERMINED THAT ADJUSTMENT IN THE IRRIGATION EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE MORE ADEQUATE COVERAGE. MAKE ALL NECESSARY CHANGES PRIOR TO PLANTING. THESE CHANGES OR ADJUSTMENTS SHALL BE MADE WITHOUT ADDITIONAL COSTS. THE ENTIRE SYSTEM SHALL OPERATE PROPERLY BEFORE ANY PLANTING OPERATIONS COMMENCE. ELIMINATE OVERSPRAY ONTO WALKWAYS OR PAVING. P. MAINTENANCE 1. THE ENTIRE SPRINKLER IRRIGATION SYSTEM SHALL BE UNDER AUTOMATIC OPERATION FOR A PERIOD OF SEVEN (7) DAYS PRIOR TO ANY PLANTING. 2. THE ARCHITECT RESERVES THE RIGHT TO WAIVE OR SHORTEN THE OPERATION PERIOD. 3. PROVIDE SECURITY FOR THE SITE WHICH SHALL BE INCLUDED IN THE COST OF INSTALLATION. Q. CLEAN-UP CLEAN-UP SHALL BE DONE AS EACH PORTION OF WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL BE REMOVED APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 PLA __ _ EXP, ___ _ DATE REVIEl,/ED BY, INSPCCTOR DATE ~ //// /~SC~~ U 'Lf .f_,/U ~ /9 ),f(iJ-cCUL~~Q\ l-----af----+------------+---+-------+---+----11 ~~EET 11 CITY OF CARLSBAD 1 ::====-.':::· =====P::::LA==N==N:::IN:::G==:DI:::::V:::I:::SI:::::□==N====::::· IRRIGATION SPECIFICATIONS -/ I ?!fl~'() ~\ ~ \ landscape ach1tecture 7 / $ /§_,,,1-----.__ ~\ ~ \ l----+--+----------------+----+--t----t----1 ~~b;i~~s~~~al planning ! ~ / ::__.>:;,.:,~ ('. ___ • I ~ I >-----+--+---------------+----+--+----+----1 2290 Cosmos ~~:~~i~~;ad, CA92075 REEF M cCu II oughl,A. corn 36O5-B Fifth Avenue San Diego, CA 92103 619.296.3150 \ .J \ 12/31/2023 ;-, / 0-----+--+---------------+----+--+----+----1 ::===================! \ *\ eoo~a1oa1, /* j ~--+--+----------------+----+--t-----t----11 APPROVED.~ Afq. •.. I \ (J);_"' 12/12/2023 / -l!t' / • . ~ ~" _ •. ( z.{z.2, I 2,; •~)'$',--0'"'___,,fo<?-")/ 0-----+--+---------------+----+--+----+----1 PLANNING . "'·.!?':_~~/ ~D:::::W:::::N :::::BY=. ===::::;-;:===P=Ro=J=Ec=T=No=. ==:;;=D=RA=W=IN=G=N=O.:::; DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY. __ LPC2Q23-QQ25 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: DEV2023-0060 286-6 L DESIGNER OF WORK ·" ' ,, ' ' ,, ' ,, ' FROM THE SITE. ALL WALKS AND PAVING SHALL BE SWEPT OR WASHED DOWN. ANY DAMAGES SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS. R. SITE OBSERVATIONS IN ALL CASES WHERE OBSERVATION OF THE IRRIGATION SYSTEM IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE OBSERVATION OF THE CARLSBAD MUNICIPAL WATER DISTRICT, IT WILL BE THE SOLE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO NOTIFY THE CARLSBAD MUNICIPAL WATER DISTRICT TWO (2) WORKING DAYS IN ADVANCE OF THE TIME SUCH OBSERVATIONS ARE REQUIRED. FAILURE TO CALL FOR ANY ONE OF THE OBSERVATIONS CALLED FOR BELOW WILL CONSTITUTE IMMEDIATE STOPPAGE OF ALL PERFORMANCE PAYMENT TO THE CONTRACTOR. OBSERVATIONS ARE REQUIRED FOR THE FOLLOWING: 1. UPON INSTALLATION AND TESTING OF MAINLINE. 2. UPON INSTALLATION OF LATERAL LINES. 3. A COMPLETE OPERATION TEST OF ENTIRE SYSTEM AT FINAL OBSERVATION. THE REQUIRED MAINTENANCE PERIOD FOR THE SYSTEM SHALL NOT BEGIN UNTIL THE FINAL OBSERVATION HAS BEEN MADE AND INSTALLATION APPROVED BY THE CARLSBAD MUNICIPAL WATER DISTRICT. s. INSPECTION THE PRIVATE IRRIGATION SYSTEM SHALL BE INSPECTED BY CITY OF CARLSBAD PLANNING DEPARTMENT. PRIOR TO BEGINNING OF CONSTRUCTION, A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH PLANNING DEPARTMENT INSPECTOR. 5.3 OPERATIONAL REQUIREMENTS THE FOLLOWING DETAILS FOR USER OPERATIONAL REQUIREMENTS THAT ARE USE SPECIFIC, SUCH AS FOR IRRIGATION, ARE INTENDED AS EXAMPLES OF CURRENT USE PRACTICE AND ARE NOT INTENDED TO PRECLUDE OTHER APPROVED USES, WHICH MAY REQUIRE CASE-BY-CASE SPECIFICATIONS. 5.3.1 SPECIFIC PROHIBITIONS A. RUNOFF CONDITIONS CONDITIONS THAT DIRECTLY OR INDIRECTLY CAUSE RUNOFF OUTSIDE OF THE APPROVED USE AREA, WHETHER BY DESIGN, CONSTRUCTION PRACTICE, OR SYSTEM OPERATION, ARE PROHIBITED. B. PONDING CONDITIONS CONDITIONS THAT DIRECTLY OR INDIRECTLY CAUSE A PONDING OUTSIDE OF OR WITHIN THE APPROVED USE AREA, . WHETHER BY DESIGN, CONSTRUCTION PRACTICE, OR SYSTEM OPERATION, ARE PROHIBITED. TEMPORARY PONDING CAUSED BY DRAINING OF SYSTEM IS ALLOWED WITH PRIOR DISTRICT APPROVAL. C. DIRECT OVERSPRAY CONDITIONS ANY DISCHARGE OF WATER DIRECTLY ONTO AREAS OTHER THAN THAT WITHIN THE APPROVED USE AREA ARE PROHIBITED. D. WINDBLOWN OVERSPRAY CONDITIONS CONDITIONS THAT DIRECTLY OR INDIRECTLY PERMIT WINDBLOWN SPRAY TO PASS OUTSIDE OF THE APPROVED USE AREA, WHETHER BY DESIGN, CONSTRUCTION PRACTICE, OR SYSTEM OPERATION, ARE PROHIBITED. E. UNAPPROVED USES USE OF RECYCLED WATER FOR ANY PURPOSES OTHER THAN THOSE EXPLICITLY APPROVED IN THE CURRENTLY EFFECTIVE AGREEMENT ISSUED BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND WITHOUT THE PRIOR KNOWLEDGE AND APPROVAL OF THE DISTRICT IS PROHIBITED. F. DISPOSAL IN UNAPPROVED AREAS DISPOSAL OF RECYCLED WATER FOR ANY PURPOSES, INCLUDING APPROVED USES, IN AREAS OTHER THAN THOSE EXPLICITLY APPROVED IN THE CURRENTLY EFFECTIVE USE PERMIT ISSUED BY THE DISTRICT AND WITHOUT THE PRIOR KNOWLEDGE AND APPROVAL OF THE DISTRICT, IS STRICTLY PROHIBITED. DISCHARGE OF WATER FROM FLUSHING OR DRAINAGE OF THE RECYCLED SYSTEM SHALL BE DONE EITHER AT THE APPROVED USE SITE AND IN A MANNER THAT DOES NOT CREATE PONDING OR RUNOFF CONDITIONS, OR TO A SANITARY SEWER MANHOLE, WITH THE APPROVAL OF THE AGENCY RESPONSIBLE FOR OPERATION OF THE SANITARY SEWER. IN NO CASE SHALL THE DISCHARGE OF RECYCLED WATER TO A SANITARY SEWER CAUSE THE SEWER TO OVERFLOW OR OTHERWISE CREATE A PUBLIC HEALTH HAZARD OR NUISANCE. G. CROSS CONNECTIONS CROSS CONNECTIONS, AS DEFINED BY THE CALIFORNIA ADMINISTRATIVE CODE TITLE 17, RESULTING FROM THE USE OF RECYCLED WATER OR FROM THE PHYSICAL PRESENCE OF A RECYCLED WATER SERVICE, WHETHER BY DESIGN, CONSTRUCTION PRACTICE, OR SYSTEM OPERATION, ARE STRICTLY PROHIBITED. H. UNPROTECTED DRINKING FOUNTAINS ALL DRINKING FOUNTAINS LOCATED WITHIN THE APPROVED USE AREA DESIGNATED BY THE USE PERMIT SHALL BE PROTECTED BY SITING AND/OR A STRUCTURE FROM CONTACT WITH RECYCLED WATER, WHETHER BY DIRECT OVERSPRAY, WINDBLOWN OVERSPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF SUCH PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE, OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. I. UNPROTECTED PUBLIC FACILITIES FACILITIES THAT MAY BE USED BY THE GENERAL PUBLIC, INCLUDING BUT NOT LIMITED TO EATING AREAS, EATING SURFACES, POOLS, SPAS, HARDSCAPE, AND PLAYGROUND EQUIPMENT, AND LOCATED WITHIN THE APPROVED USE AREA DESIGNATED BY THE USE PERMIT, SHALL BE PROTECTED BY SITING AND/OR A STRUCTURE FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN OVERSPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF SUCH PROTECTION IS PROHIBITED UNTIL REVIEW AND CONCURRENCE BY THE CARLSBAD MUNICIPAL WATER DISTRICT OR ON A CASE-BY-CASE BASIS. J. HOSE BIBBS PERMANENT INSTALLATION OF HOSE BIBBS ON ANY ONSITE RECYCLED WATER SYSTEM IS STRICTLY PROHIBITED. K. FIRE HYDRANTS USE OR INSTALLATION OF FIRE HYDRANTS ON ANY ONSITE SYSTEM THAT PRESENTLY OPERATES OR IS DESIGNED TO OPERATE WITH RECYCLED WATER, REGARDLESS OF THE FIRE HYDRANT CONSTRUCTION OR IDENTIFICATION, IS SUBJECT TO SPECIFIC PRIOR APPROVAL BY THE DISTRICT ON A CASE-BY-CASE BASIS. L. HOURS OF OPERATION IRRIGATION WITH RECYCLED WATER IS RESTRICTED TO THE HOURS BETWEEN 10:00 P.M. AND 6:00 A.M., UNLESS OTHERWISE DIRECTED BY THE DISTRICT. 5.3.2 ONSITE IRRIGATION SYSTEMS A. SUPERVISION ONSITE IRRIGATION SYSTEMS AT EACH USE AREA UNDER THE USER'S CONTROL SHALL BE UNDER THE MANAGEMENT OF AN ONSITE SUPERVISOR DESIGNATED BY THE USER OR THE OPERATOR AND APPROVED BY THE CARLSBAD MUNICIPAL WATER DISTRICT. ONSITE SUPERVISORS SHALL BE RESPONSIBLE FOR THE INSTALLATION, OPERATION, AND MAINTENANCE OF THE IRRIGATION SYSTEM, ENFORCEMENT OF THESE REGULATIONS, PREVENTION OF POTENTIAL HAZARDS, CROSS CONNECTIONS AND MAINTENANCE OF THE RECYCLED WATER SYSTEM PLANS IN RECORD DRAWING FORM. THE ONSITE SUPERVISOR, IN THE EVENT OF A CONTAMINATION TO THE PUBLIC POTABLE WATER SUPPLY, SHALL BE RESPONSIBLE FOR IMMEDIATE NOTIFICATION OF DISTRICT. THE ONSITE SUPERVISOR OR HIS REPRESENTATIVE SHALL CHECK ALL APPURTENANCES ON THE ONSITE IRRIGATION SYSTEM TO ENSURE PROPER OPERATION. THE ONSITE SUPERVISOR OR HIS REPRESENTATIVE SHALL BE AVAILABLE DURING NORMAL WORKING HOURS AT AN ADDRESS LISTED WITH THE DISTRICT FOR THE PURPOSE OF HOSTING AN INSPECTION TOUR OR FOR DISCUSSING OPERATIONAL ASPECTS OF THE SYSTEM. THE ONSITE SUPERVISOR SHALL BE ABLE TO EFFECTIVELY COMMUNICATE WITH DISTRICT PERSONNEL ORALLY AND IN WRITING. THE ONSITE SUPERVISOR OR HIS REPRESENTATIVE SHALL BE AVAILABLE VIA TELEPHONE AT A NUMBER LISTED WITH THE DISTRICT FOR EMERGENCY OFF-HOURS CONTACT. WHERE NECESSARY, KEYS AND/OR LOCK COMBINATIONS SHALL BE ISSUED TO THE DISTRICT TO PROVIDE ACCESS UPON REQUEST. B. TEMPORARY SERVICE CONNECTION A TEMPORARY SERVICE CONNECTION MAY BE PROVIDED FOR ONSITE CONSTRUCTION TESTING PURPOSES. THE TEMPORARY SERVICE CONNECTION CONSISTS OF A METER AND A BACKFLOW PREVENTION ASSEMBLY. C. SERVICE STARTUP FOLLOWING FINAL DISTRICT INSPECTION AND SUCCESSFUL CROSS CONNECTION INSPECTIONS AND/OR TESTS, THE USER SHALL REQUEST IN WRITING REGULAR SERVICE STARTUP. DISTRICT SHALL BEGIN REGULAR SERVICE WITHIN FIVE WORKING DAYS OF APPROVAL OF SERVICE STARTUP. D. PERIODS OF OPERATION IN ORDER TO MAINTAIN ACCEPTABLE WORKING CONDITIONS THROUGHOUT THE RECYCLED WATER SYSTEM, DISTRICT MAY SCHEDULE RECYCLED WATER USE. SUCH SCHEDULING MAY INVOLVE PROGRAMMING DELIVERIES TO DIFFERENT USERS AND/OR TO VARIOUS PORTIONS OF A SINGLE USER'S ONSITE SYSTEM. ANY SCHEDULING SHALL CONSIDER APPLICABLE CONSTRAINTS OF ALL INVOLVED REGULATORY AGENCIES, THESE REGULATIONS, AND THE OPERATING CONSTRAINTS OF THE AFFECTED USERS. DISTRICT MAY TEMPORARILY TERMINATE RECYCLED WATER SERVICE AT ANY TIME RECYCLED WATER AT THE TERMINAL POINT OF THE SUPPLY SOURCE DOES NOT MEET THE REQUIREMENTS OF THE REGULATORY AGENCIES. RECYCLED WATER SERVICE WOULD, IN SUCH CASE, BE RESTORED WHEN THE RECYCLED WATER MEETS THE GOVERNING REQUIREMENTS AT THE TERMINAL POINT OF THE SUPPLY SOURCE. DISTRICT MAY PROVIDE RECYCLED WATER SERVICE FROM OTHER APPROVED SOURCES. IN ADDITION, APPROVED AIR GAP SEPARATIONS MAY BE USED TO PROVIDE POTABLE WATER TO THE RECYCLED WATER SYSTEM TO ENSURE WATER SERVICE. E. CONFINEMENT OF IRRIGATION THE USER SHALL BE RESPONSIBLE FOR MAINTAINING AND CONTROLLING THE SYSTEM IN ORDER TO MINIMIZE HUMAN CONTACT AND PREVENT CONSUMPTION OF RECYCLED WATER AND TO CONTROL AND ELIMINATE DIRECT SPRAY, OVERSPRAY, PONDING AND RUNOFF. THE USER SHALL BE RESPONSIBLE FOR ANY AND ALL SUBSEQUENT USES OF THE RECYCLED WATER. F. PRESSURE TESTING (OR OTHER ACCEPTED ALTERNATIVE) IN ORDER TO DETERMINE THE EXISTENCE OF ANY CROSS CONNECTIONS OR BACKFLOW CONDITIONS INTO THE POTABLE WATER SYSTEM, THE DISTRICT SHALL PERFORM A PRESSURE TEST WHERE THE POTABLE AND RECYCLED WATER SYSTEMS ARE ISOLATED FOR A PERIOD OF 24 HOURS OR A TIME FRAME ACCEPTABLE TO THE REGULATORY AGENCY AND THE DISTRICT. G. CONTAMINATION IN THE EVENT OF CONTAMINATION OR POLLUTION OF A POTABLE WATER SYSTEM DUE TO A CROSS CONNECTION OR OTHER FAILURE, THE DISTRICT SHALL BE IMMEDIATELY NOTIFIED, SO THAT APPROPRIATE MEASURES WILL BE TAKEN TO CORRECT THE PROBLEM. 5.3.3 RECYCLED WATER USE AT CONSTRUCTION SITES A. SUPERVISION THE OPERATION AND SURVEILLANCE OF A CONSTRUCTION WATER FACILITY USING RECYCLED WATER AT EACH USE AREA UNDER THE USER'S CONTROL SHALL BE MANAGED BY AN ONSITE SUPERVISOR DESIGNATED BY THE USER OR THE OPERATOR AND APPROVED BY THE DISTRICT. ONSITE SUPERVISORS SHALL BE RESPONSIBLE FOR THE INSTALLATION, OPERATION, AND MAINTENANCE OF THE ONSITE FACILITY, EQUIPMENT, ENFORCEMENT OF THESE REGULATIONS, AND PREVENTION OF CROSS CONNECTIONS AND POTENTIAL HAZARDS. THE ONSITE SUPERVISOR OR HIS REPRESENTATIVE SHALL BE AVAILABLE VIA TELEPHONE AT NUMBERS LISTED WITH THE DISTRICT FOR CONTACT DURING WORKING HOURS AND AFTER HOURS. B. APPLICATION CONTROL RECYCLED WATER USED FOR THE PURPOSE OF SOIL COMPACTION AND DUST CONTROL SHALL NOT BE STORED OR APPLIED IN A MANNER WHICH CAUSES RUNOFF, PONDING OR WINDBLOWN OVERSPRAY CONDITIONS. IF SUCH CONDITIONS OCCUR, THE METHOD OF APPLICATION SHALL BE ALTERED TO CORRECT THEM AND PREVENT ANY AND ALL FURTHER PONDING AND RUNOFF. CONTROL VALVES ON THE WATER DISTRIBUTION VEHICLES AND OTHER CONTROLLING DEVICES SHALL BE PROPERLY EMPLOYED TO PREVENT THE APPLICATION OF RECYCLED WATER OUTSIDE THE APPROVED USE AREA ONTO SURFACES INCLUDING, BUT NOT LIMITED TO, STREET PAVEMENTS, SIDEWALKS AND DRAINAGE COURSES. C. PERIODS OF OPERATION THE PERIODS OF OPERATION OF THE CONSTRUCTION WATER FACILITIES, INSOFAR AS THEY DEPEND ON THE SUPPLY OF RECYCLED WATER FROM THE OFFSITE SYSTEM, SHALL BE SUBJECT TO REGULATION BY THE DISTRICT IN ACCORDANCE WITH THE NEEDS OF THE ENTIRE RECYCLED WATER DISTRIBUTION SYSTEM. D. MAINTENANCE A PREVENTIVE MAINTENANCE PROGRAM DESIGNED TO ENSURE THE CONTINUED OPERATION OF ALL SYSTEM ELEMENTS WITHIN THE REQUIREMENTS OF THESE REGULATIONS SHALL BE EVIDENCED BY THE USER AND OPEN TO INSPECTION BY THE DISTRICT. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 PLA EXP. DATE REVIE\v'ED BY, INSPECTOR DATE I s1~EET 11 CITY OF CARLSBAD I -------- /ke-f?u~ ~ OSCAp'~ PLANNING DIVISION _/ ,J<,CJJL~ ~' IRRIGATION SPECIFICATIONS -~ ~q:\ ; 0 /i."" 76\ \ REEF landscape ach1tecture I (</cf ~\ ...--\ ' w I -r-\ -I i Rennovation environmental planning ! u. ~>~ • ,, l m I urban design ! -1, s1gl1ature • I (") 2290 Cosmos Court, Carlsbad, CA 92075 l , ) \ _.1 \ 12131/2023 / -; I APPROVE~h .. ~ 1/ q .. < I f,~ c C u 11 o u g h L .A . corn \ * \ Renewal Date / * 12, lia/z,3 \ (j)A~ 12112,2023 ~ ~ / 3605-B Fifth Avenue ' A:/}'. ~-----"'.~ ___./_/ ~~1/ ~,f! OF CA-L\~O// PLANNING San Diego, CA 92103 OWNBY. PROJECT NO. DRAWING NO. 619.296.3150 -----------~-----_./ DATE INITIAL DATE INITIAL DATE INITIAL LPC2023-0025 CHKD BY 286-6L DESIGNER OF WORK REVISION DESCRIPTION RVWDBY DEV2023-0060 OTHER APPROVAL CITY APPROVAL PLANTING NOTES: 1. REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. 2. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. 4. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. 5. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. 6. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. 7. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. 8. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS DESIGNATED BY:+ 8.1. OBSERVE ON GROUND-LEVEL SHEETS 9. HAVE SAMPLES TESTED BY A CERTIFIED AGRONOMIC SOILS TESTING LAB, FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATION RECOMMENDATIONS. TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. INSTALL SOIL PREPARATION AND , BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM OWNER. SUBMIT SOIL REPORT TO LANDSCAPE ARCHITECT PRIOR TO PLANTING. IF LOCATIONS FOR SOILS TEST ARE NOT FOUND ON PLANS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE LANDSCAPE ARCHITECT FOR SAID LOCATIONS PRIOR TO BEGINNING ANY WORK. FOR BID PURPOSES, PROVIDE SOIL PREPARATION AND BACKFILL BID BASED ON SOILS RECOMMENDATIONS REPORT PROVIDED BY OWNER. 10. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. 11. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM. 12. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHFUL APPEARANCE OR NON CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR OWNER. 13. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. 14. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 15. PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. 16. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON-CENTER SPACING. 17. INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. 18. PROVIDE FERTILIZER TABLETS FOR EACH CONTAINER GROWN PLANT 1 GALLON AND LARGER PER SPECIFICATIONS. 19. FOR ALL TREES WITHIN 5'-0" OF PAVING, INSTALL ROOT BARRIER ALONG PAVING EDGE BY DEEP ROOT CORPORATION (800) 458-7668. 20. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. 21. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. 22. LIST ON THE PLANT MATERIAL GUARANTEE ALL EXISTING TREES THAT HAVE HAD WORK PERFORMED WITHIN 6' OF TRUNK. 23. PALMS -ANY PALMS INDICATED ON THE PLANS SHALL BE FURNISHED BY THE CONTRACTOR IN A "SKINNED" TRUNK CONDITION UNLESS NOTED OTHERWISE OR INDICATED BY THE LANDSCAPE ARCHITECT. 24. DURING THE LENGTH OF THE GUARANTEE PERIOD BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. 25. MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 2:1 SLOPE WITH A 3" DEEP LAYER OF DECORATIVE BARK MULCH -SMALL BARK; OBTAINED FROM SOCAL MULCH, INC. @ https://socalmulch.com/decorative-ground-cover/ 26. *PROVIDE ALTERNATE BID FOR PROVIDING MULCH TO ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 2:1 SLOPE WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK MULCH. 27. ALL EXISTING PLANTING DESIGNATED TO REMAIN ON SITE SHALL BE PROTECTED IN PLACE. ANY EXISTING PLANTING OR IRRIGATION DAMAGED DURING THE COURSE OF THE PROJECT SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE CITY AND PER LANDSCAPE MANUAL REQUIREMENTS. TREE PROTECTION NOTES: LARGE ELEMENTS LIKE TREES ARE SLOW TO ADJUST TO CHANGES IN THEIR ENVIRONMENT. TYPICALLY THE MOST DAMAGING IMPACTS TO TREES ARE FROM LOSS OF ROOTS, REDUCED WATER AVAILABILITY AND CHANGES IN SOIL LEVEL OR GRADE. THESE CHANGES RESULT IN A SLOW DECLINE OF TREES HEALTH OVER MANY YEARS AND OFTEN IS IRREVERSIBLE. IF A ROOT OR TREE CONFLICT OCCURS THE LANDSCAPE ARCHITECT MUST BE CONTACTED SO THAT APPROPRIATE ACTION IS TAKEN TO RESOLVE THE CONFLICT. CONSTRUCTION IMPACTS ARE GENERALLY AS FOLLOWS: COMPACTION -SOIL MUST BE POROUS TO ALLOW WATER AND AIR TO BE AVAILABLE TO ROOTS. COMPACTED SOIL WHILE REQUIRED FOR STRUCTURAL BUILDING DOES REDUCE OR ELIMINATE THE ROOT GROWTH REQUIREMENTS OF AN EFFECTIVE ROOTING AREA. DRAINAGE -SOIL MOISTURE CAN BE AFFECTED BY ALTERED DRAINAGE PATTERNS. TOO MUCH OR TOO LITTLE SOIL MOISTURE CAN HAVE A DETRIMENTAL EFFECT ON TREE ROOT GROWTH AND TREE ANCHORAGE AS WELL AS TREE HEALTH. GRADE CHANGES -ADDING SOIL OVER EXISTING ROOTS OF TREES IS DETRIMENTAL TO THEIR HEALTH. REMOVING SOIL AND THE ROOTS IT CONTAINS IS ALSO DETRIMENTAL TO TREE HEALTH. THE TREES WILL DECLINE AND DIE OVER A PERIOD OF YEARS. PAST PRACTICES WITH TREE WELLS AND TREE ISLANDS HAVE NOT PROVEN EFFECTIVE AS A TREE PRESERVATION METHOD. TREE ROOT DAMAGE -TREE ROOT DAMAGE USUALLY RESULTS FROM EXCAVATING, SOIL TRENCHING AND GRADE CHANGES. WHEN ROOTS ARE ENCOUNTERED THEY SHOULD NOT BE PULLED OR TORN OUT IF THEY ARE ATTACHED TO A PRESERVED TREE. ROOTS OVER 1 INCH IN DIAMETER WITHIN A RADIUS OF 8 FEET OF A PROTECTED TREE WILL REQUIRE DISCUSSION WITH THE LANDSCAPE ARCHITECT TO DETERMINE IMPACT OF LOSS. WHEN ROOT PRUNING IS REQUIRED, ROOTS SHALL BE SQUARE CUT IN A PROPER MANNER TO AVOID FRAYED ENDS. THIS REDUCES DECAY AND PROMOTES FASTER CLOSURE AND RE-GROWTH. WOUND DRESSING MATERIAL IS NOT REQUIRED. DURING HARDSCAPE, WALKWAYS, ETC. REMOVAL, PLEASE ARRANGE FOR A LANDSCAPE ARCHITECT TO BE PRESENT TO ENSURE THAT ANY ROOT REMOVAL DOES NOT CREATE UNNECESSARY IMPACT OF TREES TO BE PRESERVED. TREE PHYSICAL INJURY -THIS OCCURS FROM DIRECT EQUIPMENT IMPACT AND CULTURAL CHANGES TO SOIL MOISTURE OR CHEMICAL / PETROL CONTAMINATION TO SOIL. MAINTAINING SUFFICIENT CLEARANCE AWAY FROM THE TREE WILL REDUCE THE DIRECT IMPACT FROM EQUIPMENT. IF OVERHEAD CLEARANCE IS REQUIRED CONTACT THE LANDSCAPE ARCHITECT FOR RESOLUTION. THE FOLLOWING GUIDELINES ARE NECESSARY TO PROTECT TREES DURING CONSTRUCTION PROJECTS: 1. A ROOT PROTECTION ZONE SHALL BE DEFINED BY A FOUR-FOOT HIGH TWO-BY-FOUR BARRIER CONSTRUCTED AROUND ANY POTENTIALLY IMPACTED TREE. THIS BARRIER SHALL BE AT THE DRIP LINE OR AT A DISTANCE FROM THE TRUNK EQUAL TO 6 INCHES FOR EACH INCH OF TRUNK DIAMETER 4 1/2 FEET ABOVE THE GROUND IF THIS METHOD DEFINES A LARGER AREA. 2. SHOULD IT BE NECESSARY TO TRENCH WITHIN THE 8 FT RADIUS OF TREE, TRENCHES SHALL BE HAND DUG. NO ROOTS LARGER THAN ONE INCH SHALL BE CUT UNLESS NO OTHER ALTERNATIVE IS FEASIBLE. ALL SMALLER ROOTS THAT MUST BE CUT SHALL BE SAW CUT (NO TRENCHERS) FLUSH WITH THE SIDE OF THE TRENCH. IF AT ANY TIME 25 PERCENT OF THE AREA WITHIN THE ROOT PROTECTION ZONE IS BEING SEPARATED FROM THE TREES BY A TRENCH, THE LINE SHALL BE LOCATED BY BORING OR AN ALTERNATIVE LOCATION FOR THE TRENCH ESTABLISHED. THE MINIMUM CLEARANCE BETWEEN AN OPEN TRENCH AND A STREET TREE SHALL BE ONE (1) FOOT, OR SIX (6) INCHES FOR EACH INCH OF TRUNK DIAMETER MEASURED AT 4.5 FEET ABOVE EXISTING GRADE IF THIS METHOD DEFINES A LARGER DISTANCE. THE MAXIMUM CLEARANCE SHALL BE TEN (10) FEET. THE CONTRACTOR SHALL CONFORM TO THESE PROVISIONS UNLESS OTHERWISE DIRECTED OTHERWISE. 3. AT NO TIME SHALL ANY EQUIPMENT, MATERIALS, SUPPLIES OR FILL BE ALLOWED WITHIN THE PRESCRIBED ROOT PROTECTION ZONE UNLESS OTHERWISE DIRECTED. THE ROOT PROTECTION ZONE IS DEFINED AS THE LARGER OF THE DRIP LINE OF THE TREE OR THE DISTANCE FROM THE TRUNK EQUAL TO SIX (6) INCHES FOR EACH INCH OF TRUNK DIAMETER -----·-- MEASURED AT 4.5 FEET ABOVE EXISTING GRADE. 4. WHEN DEALING WITH COLUMNAR TREE SPECIES THE DRIP LINE AND ROOT PROTECTION ZONE IS INADEQUATE AND MUST BE ADJUSTED TO REFLECT A ROOT PROTECTION RADIUS OF 40% OF THE OVERALL TREE HEIGHT. LONGTERM MAINTENANCE: ALL REQUIRED LANDSCAPE AREAS TO BE MAINTAINED BY OWNER. THE LANDSCAPED AREAS SHALL BE MAINTAINED FREE OFF DEBRIS AND LITTER AND ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION. LANDSCAPE AS PART OF THE PROJECT SHALL BE MAINTAINED AND IRRIGATED FOR THE LIFE OF THE PERMIT. INVASIVE PLANT NOTE: ALL EXISTING, INVASIVE PLANT SPECIES, INCLUDING VEGETATIVE PARTS AND ROOT SYSTEMS, SHALL BE COMPLETELY REMOVED FROM THE PREMISES WHEN THE COMBINATION OF SPECIES, TYPE, LOCATION, AND SURROUNDING ENVIRONMENTAL CONDITIONS PROVIDES A MEANS FOR THE SPECIES TO INVADE OTHER AREAS OF NATIVE PLANT MATERIAL THAT ARE ON OR OFF OF THE PREMISES. UTILITY SCREENING: ALL WATER, SEWER, AND GAS UTILITIES SHALL BE EFFECTIVELY SCREENED WITH PLANT MATERIAL AT THE TIME OF PLANT INSTALLATION. ROOT BARRIER: NON-BIODEGRADEABLE ROOT BARRIERS SHALL BE INSTALLED AROUND ALL NEW STREET TREES WITHIN 5' OF HARDSCAPE SURFACES. EXISTING TREE MAINTENANCE NOTE: CARE SHALL BE USED DURING THE DEMOLITION AND CONSTRUCTION PROCESS TO ENSURE THAT EXISTING TREES TO REMAIN ARE PROPERLY MAINTAINED. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION FENCING AROUND EACH EXISTING TREE TO REMAIN. TREES SHALL BE PROPERLY IRRIGATED AND KEPT IN A HEALTHY GROWING CONDITION. NO TREES ARE GOING TO BE REMOVED. ALL TREES ARE TO REMAIN PROTECTED IN PLACE. NEW STATE MWELO: FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION. THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. SPECIAL SOIL TESTING NOTE: AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL 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. landscape achrtecture environmental planning urban design rv1 C Cu 11 0 u g h L A . CO rn 3605-B Fifth Avenue San Diego, CA 92103 619.296.3150 PLANT SCHEDULE TREES ~--\_ / , c -, , • ! ''<v(_;,/ .r-~ i • \ \.~.,,_; EXISTING TREES (TO REMAIN) /~'\ ( . \ I , ' I , ___ / rt--.,, /' t i( • ; ,, __}' " I ~/ .~ I I I • I "'-/ SHRUBS 0 ~ @ 0 0 0 0 © 0 0 0 0 0 0 ,,_-,illWVi,t, ~ ~ ;: • :§ ~ ,if -;_.,n~,-r,.t<~ = 0 0 0 0 DATE INITIAL DESIGNER OF WORK ---------;v ••,• -~ I~.,.,,-, . . ' . BOTANICAL/ COMMON NAME CONT QTY CHAMAEROPS HUMILIS CERIFERA 24" BOX 3 BLUE MEDITERRANEAN FAN PALM LOPHOSTEMON CONFERTUS 24' BOX 5 BRISBANE BOX BOTANICAL I COMMON NAME CONT QTY CUPANIOPSIS ANACARDIOIDES EXISTING 5 CARROT WOOD KOELREUTERIA BIPINNATA EXISTING 4 CHINESE FLAME TREE LIQUIDAMBAR STYRACIFLUA EXISTING 6 SWEET GUM BOTANICAL/ COMMON NAME CONT QTY AEONIUM X 'MINT SAUCER' 1 GAL 16 MINT SAUCER AEONIUM AGAVE ATTENUATA 5GAL 22 FOXTAIL AGAVE BUDDLEIA DAVIDII 5GAL 6 BUTTERFLY BUSH CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' 1 GAL 33 KARL FOERSTER FEATHER REED GRASS CEREUS PERUVIANUS 5GAL 1 PERUVIAN APPLE CACTUS COTYLEDON ORBICULATA 1 GAL 16 COTYLEDON CRASSULAOVATA 1 GAL 10 LARGE JADE PLANT DIANELLA X 'DP401' 1 GAL 16 CLARITY BLUE™ FLAX LILY EPILOBIUM CANUM 5GAL 6 CALIFORNIA FUCHSIA ERIGERON KARVINSKIANUS 1 GAL 54 SANTA BARBARA DAISY ERIOGONUM GIGANTEUM COMPACTUM 5GAL 8 COMPACT SAINT CATHERINE·s LACE FESTUCA GLAUCA 'ELIJAH BLUE' 1 GAL 23 ELIJAH BLUE FESCUE LAURUS NOBILIS 15GAL 21 BAY LAUREL LOMANDRA LONGIFOLIA 'BREEZE' 1 GAL 111 BREEZE™ MAT RUSH LOMANDRA LONGIFOLIA 'KATRINUS DELUXE' 1 GAL 5 KATRINUS DELUXE MAT RUSH MISCANTHUS SINENSIS 1 GAL 11 APPROVED FOR IRRIGATION AND EULALIA GRASS PLANTING ONLY, INCLUDING PASSIFLORA EDULIS 5GAL 11 PRECISE LOCATION OF PLANTING PASSION FRUIT AREA. PENNISETUM X 'FAIRY TAILS' 1 GAL 70 FAIRY TAILS FOUNTAIN GRASS PITTOSPORUM TENUIFOLIUM 15GAL 19 11 AS BUILT 11 TAWHIWHI SAL VIA APIANA 5GAL 9 PLA EXP. DATE WHITE SAGE REVIE'w'ED BY< TAGETES LEMMONII 5GAL 9 COPPER CANYON DAISY INSPECTOR DATE I S~EET 11 CITY OF CARLSBAD I PLANNING DIVISION PLANTING NOTES + SCHEDULE REEF Rennovabon 2290 Cosmos Court, Carlsbad, CA 92075 I APPROVED~ al q,.« 1z_/idz3 I PLANNING DWN BY. PROJECT NO DRAWING NO. DATE INITIAL DATE INITIAL CHKDBY LPC2023-0025 286-6L REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWDBY. DEV2023-0060 . ;.,•. • RW • -RW RW PLANT SCHEDULE EXISTING TREES (TO REMAIN) ~' I • ) '~ (\ 11 • ii \J' ~ ( \ , • I \ I '-------./ . . . . . /~ I \ ! \ I \ { ' I • I i • l ' -EXISTING TURF TO REMAIN RW RW -RW BOTANICAL I COMMON NAME CHAMAEROPS HUMILIS CERIFERA BLUE MEDITERRANEAN FAN PALM LOPHOSTEMON CONFERTUS BRISBANE BOX BOTANICAL I COMMON NAME CUPANIOPSIS ANACARDIOIDES CARROTWOOD KOELREUTERIA BIPINNATA CHINESE FLAME TREE LIQUIDAMBAR STYRACIFLUA SWEET GUM CONT 24"BOX 24"BOX CONT EXISTING EXISTING EXlSTING QTY 3 5 QTY 5 4 6 I \ \ • "----_________,/ WATER USE LOW MEDIUM WATER USE MEDIUM MEDIUM MEDIUM '1 / I MATURE HEIGHT MATURE WIDTH 6-' HT 6-'W. 25-'HT 15-25FT. W. MATURE HEIGHT MATURE WIDTH 25-'HT 15-'W. 25 -40FT. HT. 15-25FT. W >65FT. HT. 40-65FT W -■■■■■■■■■- LL 0 1- ::;;; I _J I I I I I SHRUBS 0 0 0 0 0 0 0 0 0 0 BOTANICAL/ COMMON NAME AEONIUM X 'MINT SAUCER' MINT SAUCER AEONIUM AGAVE ATTENUATA FOXTAIL AGAVE BUDDLEIA DAVIDII BUTTERFLY BUSH CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS CEREUS PERUVIANUS PERUVIAN APPLE CACTUS COTYLEDON ORBICULATA COTYLEDON CRASSULA OVATA LARGE JADE PLANT DIAN ELLA X 'DP401' CLARITY BLUE™ FLAX LILY EPILOBIUM CANUM CALIFORNIA FUCHSIA ERIGERON KARVINSKIANUS SANTA BARBARA DAISY ERIOGONUM GIGANTEUM COMPACTUM COMPACT SAINT CATHERINE'S LACE FESTUCA GLAUCA 'ELIJAH BLUE' ELIJAH BLUE FESCUE LAURUS NOBILIS BAY LAUREL LOMANDRA LONGIFOLIA 'BREEZE' BREEZE™ MAT RUSH CONT QTY WATER USE 1 GAL 16 LOW 5GAL 22 LOW SGAL 6 MEDIUM 1 GAL 33 MEDIUM 5GAL VERY LOW 1 GAL 16 LOW 1 GAL 10 LOW 1 GAL 16 LOW 5GAL 6 LOW 1 GAL 54 LOW 5GAL 8 VERY LOW 1 GAL 23 LOW 15 GAL 21 LOW 1 GAL 111 LOW I LIMIT OF WORK I L 10' CRMWD WATER ESMT / / N EB 0 5 SCALE: 10 20 1"=10'-0" 0 0 0 0 0 LOMANDRA LONGIFOLIA 'KATRINUS DELUXE' KATRINUS DELUXE MAT RUSH MISCANTHUS SINENSIS EULALIA GRASS PASSIFLORA EDULIS PASSION FRUIT PENNISETUM X 'FAIRY TAILS' FAIRY TAILS FOUNTAIN GRASS PITTOSPORUM TENUIFOLIUM TAWHIWHI SALVIA APIANA WHITE SAGE TAGETES LEMMONII COPPER CANYON DAISY 1 GAL 5 LOW 1 GAL 11 MEDIUM 5GAL 11 MEDIUM 1 GAL 70 MEDIUM 15 GAL 19 MEDIUM 5GAL 9 VERY LOW 5GAL 9 LOW APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PLA __ _ EXP, ___ _ DATE REVIE\v'ED BY: INSPECTOR DATE CITY OF CARLSBAD ~-------~ / ... ~~~CAp~>--.'-, /r ~w,cCULL~..._ 4,._, (/ ~A.-0<c.<-a~'t, I ,»" 'ti ,-.,__ "l"a \ r;y,i,"J 9d\ :.s.. \ t----t----,1------------------t----t---t---t----tl ~EET II 1---+---f-------------------+---+---t---t-----t ;::P;::LA=:N:::T;::IN:::G~P'::::LA:::N==================; PLANNING DIV!Sl□N REEF landscape ach1tecture environmental planning urban design M cCu II ough LA. corn 3605-B F11th Avenue San Diego, CA 92103 619 296.3150 /~/cy ~\..-'\ i I.LJ.i -;-----.. / \ -I 1----t----+----------------t---1---i-----i------1 , u, ,/ _./c,__, • "== I rn ) I -! Signature • • () 1---+----lf-------------------+---+---t---t---J I ' : \_ _.l \ 12/31/2023 / -{ I 1---+----if-------------------+---+---t---t---J ~========;==:,;;~===========; \ * 0, R_,, Dare / * / I APPROVED, /.} !7:~ \ IJl;,::,..:: 12/1212023 ~~/ ~ ~-~ -~~---#1/ ~~ --..; OF CAt..\'f';!/ :=D:::W:::N:::B:::Y=. ====:-;::===P=R=OJ=E=CT=N=o=. ==:::;;::=D=RA=W=IN=G=No=.::; '--------DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY. LPC2023-0025 286-6L DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: DEV2023-0060 Rennovat1on 2290 Cosmos Court, Gansbad, CA 92075 1z.(z.g /z.3 \ ■ ----- ■ ■ ■ ■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■-~- PLANT SCHEDULE ffiEES 0 0 EXISTING TREES [O REMAIN) 0 0 0 BOTANICAL I COMMON NAME CHAMAEROPS HUMILIS CERIFERA BLUE MEDITERRANEAN FAN PALM LOPHOSTEMON CONFERTUS BRISBANE BOX BOTANICAL I COMMON NAME CUPANIOPSIS ANACARDIOIDES CARROT WOOD KOELREUTERIA BIPINNATA CHINESE FLAME TREE LIQUIDAMBAR STYRACIFLUA SWEET GUM CONT 24" BOX 24" BOX CONT EXISTING EXISTING EXISTING QTY WATER USE MATURE HEIGHT MATURE WIDTH 3 LOW 6-' HT. 6-'W. 5 MEDIUM 25-'HT 15-25FT W QTY WATER USE MATURE HEIGHT MATURE WIDTH 5 MEDIUM 25-'HT. 15-'W. 4 MEDIUM 25 -40FT. HT. 15-25FT. W. 6 MEDIUM > 65FT HT. 40-65FT W. - •. ---~f) <:.:,\" or-.--c-' \ \_\\~'_.--:; . \ \_, :....------.,.. . . . . ' ~ ~ . . ~-. •, . ~ ... --✓--- ~ ■·•·· ■II ■ ■ landscape ach1tecture environmental planning urban design ■■■■■■■■■■■■■ M cCu 11 ou gh LA. com 3605-8 Fifth Avenue San Diego, CA 92103 619.296.3150 • • • • I ~ er •o 1 $ LJ.. 0 1- :;;: ...J • I LIMIT OF WORK I --------, l ________ _j [uMir OF WORK I ■■■■■■■■■■-~ N 0 5 10 20 EB SCALE: 1"=10'-0" SHRUBS 0 {2s @ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BOTANICAL/ COMMON NAME CONT AEONIUM X 'MINT SAUCER' 1 GAL MINT SAUCER AEON I UM AGAVEATTENUATA 5 GAL FOXTAIL AGAVE BUDDLEIA DAVIDII 5 GAL BUTTERFLY BUSH CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' 1 GAL KARL FOERSTER FEATHER REED GRASS CEREUS PERUVIANUS PERUVIAN APPLE CACTUS COTYLEDON ORBICULATA COTYLEDON CRASSULA OVA TA LARGE JADE PLANT DIANELLA X 'DP401' CLARITY BLUE™ FLAX LILY EPILOBIUM CANUM CALIFORNIA FUCHSIA ERIGERON KARVINSKIANUS SANTA BARBARA DAISY ERIOGONUM GIGANTEUM COMPACTUM COMPACT SAINT CATHERINE'S LACE FESTUCA GLAUCA 'ELIJAH BLUE' ELIJAH BLUE FESCUE LAURUS NOBILIS BAY LAUREL LOMANDRA LONGIFOLIA 'BREEZE' BREEZE™ MAT RUSH LOMANDRA LONGIFOLIA 'KA TRINUS DELUXE' KA TRINUS DELUXE MAT RUSH MISCANTHUS SINENSIS EULALIA GRASS PASSIFLORA EDULIS PASSION FRUIT PENNISETUM X 'FAIRY TAILS' FAIRY TAILS FOUNTAIN GRASS PITTOSPORUM TENUIFOLIUM TAWHIWHI SAL VIA APIANA WHITE SAGE TAGETES LEMMONII COPPER CANYON DAISY 5GAL 1 GAL 1 GAL 5GAL 1 GAL 5GAL 1 GAL 15GAL 1 GAL 1 GAL 1 GAL 5GAL 1 GAL 15 GAL 5GAL 5GAL QTY WATER USE 16 LOW 22 LOW 6 MEDIUM 33 MEDIUM 1 VERY LOW 16 LOW 10 LOW 16 LOW 6 LOW 54 LOW 8 VERY LOW 23 LOW 21 LOW 111 LOW 5 LOW 11 MEDIUM 11 MEDIUM 70 MEDIUM 19 MEDIUM 9 VERY LOW 9 LOW APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 PLA __ _ EXP, ___ _ DATE REVIE\./ED BY: INSPECTOR DATE 1----+---+-----------+-----+--+-----+---t I S~EET 11 CITY OF CARLSBAD . PLANNING DIVISI□N l---+---1------------------+---+----t---t---l ~P:::LA::N::;Tl:::NG:;::';PLA::::N=====::::::=:=::::::::::::::::::::::::::::::====~ REEF Rennovat1on 2290 Cosmos Court, Carlsbad, CA 92075 1----+---+-------------<f-----+---+----+---I I-APP-RO-VED_.,.,·~~=24r-..s.i~)'#.1"~"' ==--- . PLANNING 1/_ DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWNBY. CHKDBY. RVWDBY. PROJECT NO. LPC2023-0025 DEV2023-0060 DRAWING NO. 286-6L -------, . " CD EDGE OF PAVING, SIDEWALK, @ EQUAL SPACING UNLESS OTHERWISE INDICATED ON PLANS. WALL OR CURB. @ 24" MIN SPACING FROM EDGE OF PLANTING AREA, TO BE (!) SHRUB/GROUNDCOVER PLANT. VERIFIED BY LANDSCAPE ARCHITECT. [G) f~ @[ • ,, • (3) ,,/ \ (3) / --'. • --• • (3) • • • • TRIANGULAR SPACING rCD F® ®C (3) r---, • (3) I I (3) • .__ __. • • (3) • • • • • SQUARE SPACING 3 ISHRUB/GROUNDCOVER SPACING {) ANCHOR INTO WALL SCREW EYE FOR WOOD, EXPANDABLE ANCHOR IN MASONRY 0 13GAUGE GALVANIZED WIRE. NUMBER AS REQUIRED TO COVER WALL @) FLEXIBLE TIE. TAPE SECURING VINE TO WIRE (D FINISH SURFACE NOTE: 6'-0" MIN, <.\ ___ ___________ 3 1--+-:,,,r.ul , () NTS I l 1 A. WHEN PLANTING SEVERAL VINES ON ONE WALL, WIRE TRELLIS SHALL BE CONTINUOUS B. DRILL EYE HOOKS INTO BUILDING. CRIMP THE END 2" AND MAKE SURE THE WIRE IS TAUT. C. EYE HOOKS AND CABLES SHALL BE INSTALLED 3" AWAY FROM THE EDGE OF THE BUILDING, DOWNSPOUTS, WINDOWS AND WHEN APPLICABLE, SHALL BE INSTALLED TO ALIGN WITH THE WINDOW MULLIONS. 4 IVINE TYING DETAIL M cCu II oughl.A. corn 3605-B Fifth Avenue San Diego, CA 92103 619.296.3150 1"=1"1 DATE INITIAL DESIGNER OF WORK CD CENTER TREE IN BASIN, SET CROWN 1" ABOVE GRADE. @ 3" DEEP WATERING BASIN. @ 2"x10' STAKES-KEEP CLEAR = OF ROOTBALL ~ @ TREE CINCH TIES . CD @ TEMPORARY EARTH BERM. @ PLANT TABLETS -QUANTITY PER SPECIFICATIONS. (1) AMENDED BACKFILL MIX PER ® SPECIFICATIONS . @ UNAMENDED NATIVE SOIL @ BACKFILL. FIRMED TO SUPPORT PLANT. I-a. ® ARBOR GUARD IN TURF UJ I-oo AREAS. >< 0 £::! 0:: ";-LL NOTES ~o A. REMOVE STAKES WHICH COME WITH PLANT FROM NURSERY 2x DIAMETER OF ROOTBALL 1 ITREE PLANTING (DOUBLE STAKE) G) CROWN OF PLANT TO BE PLANTED 1" ABOVE FINISH GRADE. @ 3" DEEP WATERING BASIN @ PLANT TABLETS -QUANTITY PER SPECIFICATIONS. @ TEMPORARY EARTH BERM. @ AMENDED BACKFILL MIX PER SPECIFICATIONS @ NATIVE SOIL :r: _, Ii: <( Ill UJ I-0 0 ~ 0 0:: 2 ISHRUB PLANTING REVISION DESCRIPTION ROOTBALL 2x DIAMETER OF ROOTBALL DATE INITIAL DATE INITLI\L OTHER Af'PROVAf_ CITY APPROVN. 0 =; PREVAILING WIND @ ® @ ® CJ) @ NTSI @ @ CJ) NTSI APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 PLA EXP, DATE REVIE\./ED BY, INSPECTOR DATE I s:3EET 11 CITY OF CARLSBAD I PLANNING DIVISION PLANTING DETAILS REEF Rennovation 2290 Cosmos Court, Cansbad, CA 92075 I APPROVE:;L, i<Or I 1t/iafz:; PLANNING OWNBY. PROJECT NO DRAWING NO. CHKD BY. LPC2023-0025 RVWDBY. DEV2023-0060 286-6L 11 )) -RW -RW RW RW ---RW ~ ! I LJ -RW ~' / \ I \ , . ' I ; \ ' ' / ' ---RW · \ t . \ ' ,\ / \ , / \ \ , -~ .,,-,--:~R't;_\ <~ot -\..--~ , IT OF WORK I -----7 '-4::::::1 ___ ,1._ __________ _ I LIMIT OF WORK I J / landscape ach1tecture environmental planning urban design / 1\1 c Cu 11 o u g h L.A. corn 3605-8 Fifth Avenue San D,ego, CA 92103 619.296,3150 / / I J i ! J N EB 0 8 16 SCALE: LOW WATER USE MEDIUM WATER USE 32 1/16"=1'-0" QTY 24SF 3,346 SF APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 PLA EXP. DATE REV!El,IED BY1 INSPECTOR DATE CITY OF CARLSBAD 1-----+---+------------------+---+---+---+---tl ~EET II ~=='-':·=====:P:::::L::::A:::::N::::N:::::lN:::::G::::::::D:::IV:::::I::::S::::::l□::N::=====~ HYDROZONE DIAGRAM DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWNBY. CHKDBY. RVWDBY. REEF Renrmvation 2290 Cosmos Court, Carlsbad, CA 92075 PROJECT NO LPC2023-0025 DEV2023-0060 DRAWING NO. 286-6L 03000 CONCRETE PAVING A. MINIMUM MATERIAL REQUIREMENTS: 1. CEMENT: ASTM C-150.73A, TYPE II IF "LOW ALKALI" TESTED, BUT TYPE V IF SULFATE CONTENT OF SOIL GREATER THAN 0.2%. 2. STRENGTH: 3000 PSI AT 28 DAYS. 3. MAXIMUM SLUMP: 6". 4. REBAR: ASTM-615-72, GRADE 40, 30 DIAMETER LAPS IN CONCRETE, WELD WITH LOW HYDROGEN RODS. 5. AGGREGATE: ASTM C-33, SIZE AND GRADED AS REQUIRED FOR DESIGNED MIX. B. CONCRETE COVER: 1. 2" WHERE FORMED, 10.1/2" FROM TOP AND BOTTOM OF SLABS. 2. MINIMUM 3" OTHERWISE. C. FOOTING BEARING: 1. NATURAL OR COMPACTED SOIL AS CERTIFIED BY SOILS ENGINEER. 3. PORTLAND CEMENT, AGGREGATES AND REINFORCEMENTS: EXCEPT AS MODIFIED HEREIN, CONTRACTOR SHALL CONFORM TO ALL APPLICABLE REQUIREMENTS OF THE STANDARD SPECIFICATIONS. a. PORTLAND CEMENT: CONFORM TO ASTM C150, TYPE II "LOW ALKALI TESTED", TYPICAL; TYPE V IF SULPHATE CONTENT OF SOIL LESS THAN 0.2%. b. COARSE AGGREGATE: 1. AGGREGATE FOR REGULAR WEIGHT CONCRETE SHALL BE HARD, DURABLE, UNCOATED, WASHED, GRADED, CLEANED AND SCREENED, CRUSHED ROCK OR GRAVEL CONFORMING TO ASTM C33. i1. THE MAXIMUM SIZE AGGREGATE ALLOWED SHALL NOT BE LARGER THAN ONE-FIFTH OF THE NARROWEST DIMENSION BETWEEN SIDES OF FORMS OF THE MEMBER FOR WHICH THE CONCRETE IS NOT TO BE USED; NO LARGER THAN THREE-QUARTERS MINIMUM CLEAR SPACING BETWEEN REINFORCING BARS. COARSE AGGREGATE FOR SHALL NOT EXCEED¾ INCH. c. FINE AGGREGATE: i. CLEAN, HARD AND DURABLE SAND WITH UNCOATED GRAINS FREE FROM INJURIOUS AMOUNTS OF SILT. LOAM. CLAY OR OTHER DELETERIOUS MATTER. CONFORM TO ASTM C33 ii. GRADING: PERCENT PASSING SIEVE SIZE 95-100 # 4 45-70 # 16 15-30 # 50 03-08 # 100 d. REINFORCEMENTS: PROVIDE CERTIFIED MILL TEST REPORTS OF THE CHEMICAL AND PHYSICAL PROPERTIES OF REINFORCING BARS AND WELDED WIRE FABRIC. i. REINFORCING BARS: DEFORMED BILLET-STEEL BARS CONFORMING TO ASTM A615, GRADE 40 OR GRADE 60, FREE FROM RUST, SCALE, OR COATING THAT WILL REDUCE BOND. Ii. WELDED WIRE FABRIC: CONFORM TO ASTM A185. TAGS DESIGNATING WIRE SIZE AND SPACING SHALL BE #6 X #6/6X6. 2. WATER: OWNER SHALL PROVIDE CLEAN, POTABLE, CONCRETE MIXING WATER FREE FROM INJURIOUS AMOUNTS OF SALTS, OILS, ACIDS, ALKALIS, ORGANIC MATERIALS OR OTHER DELETERIOUS MATTER. 3. DOWELS: PLAIN BILLET-STEEL BARS CONFORMING TO ASTM A615. 4. COLORING AGENTS: AS MANUFACTURED BY L.M.SC0FIELD, OR APPROVED EQUAL. COLOR AS SPECIFIED ON DRAWINGS. 5. EXPANSION JOINTS: a. PREM0LDED JOINT FILLER: NON-EXTRUDING AND RESILIENT FILLER (BITUMINOUS TYPE) CONFORMING TO ASTM D1751. b. JOINT SEALANT: S0N0LASTIC SEALANT TWO.PART MANUFACTURED BY S0NNEB0RN-C0NTECH, BUILDING PRODUCT DIVISION, C0NTECH INC. OR APPROVED EQUAL. BOND BREAKER TAPE TO BE AS RECOMMENDED BY SEALANT MANUFACTURE COLOR SHALL MATCH CONCRETE. 6. PRECAST CONCRETE: a. PRECAST CONCRETE SHALL BE USED WHERE INDICATED ON THE DRAWINGS AND MAY BE USED ELSEWHERE WITH APPROVAL OF LANDSCAPE ARCHITECT. PRECAST CONCRETE MUST EQUAL OR EXCEED THE SPECIFICATIONS FOR CONCRETE AS STATED HEREIN. PRECAST CONCRETE UNITS SHALL BE FABRICATED BE A REPUTABLE MANUFACTURE WHO SHALL SUBMIT CONCLUSIVE EVIDENCE OF SUCCESSFUL COMPLETION OF SIMILAR WORK, AND WHO HAS THE SKILL, CRAFTSMANSHIP AND EQUIPMENT TO FULLY COMPLY WITH THE DRAWINGS AND SPECIFICATIONS. b. SUBMIT SHOP DRAWINGS FOR ALL PRECAST CONCRETE ITEMS, AND SUBMIT SAMPLES AS SPECIFIED FOR CONCRETE HEREIN. c. ALL PRECAST CONCRETE ITEMS THAT ABOUT OR ARE ADJACENT TO CAST-IN-PLACE CONCRETE SHALL MATCH THE CAST-IN-PLACE CONCRETE IN COLOR AND TEXTURE AFTER THE CURING PERIOD UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL ALLOW AMPLE TIME FOR COORDINATION WORK, SUBMISSION AND APPROVAL OF SAMPLES SO THAT SUITABLE UNIFORMITY OF CONCRETE WORK IS OBTAINED. CHIPPED, OR DAMAGED PRECAST UNITS WILL NOT BE ACCEPTED. L EXECUTION: 1. CONCRETE MIXES: a. PROPORTIONING AND MIXING OF CEMENT, AGGREGATE, ADMIXTURE AND WATER TO ATTAIN REQUIRED PLASTICITY AND STRENGTH SHALL BE 1N ACCORDANCE WITH THE ACI MANUAL OF CONCRETE MIXTURES. b. CONCRETE MIXTURES SHALL BE DESIGNED BY AN APPROVED COMMERCIAL TESTING LABORATORY AT NO EXPENSE TO THE OWNER. USE APPROVED MATERIALS FURNISHED BY THE CONTRACTOR TO OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS OF AGE. c. READY-MIX CONCRETE SHALL BE FROM A RECOGNIZED COMMERCIAL READY-MIX PLANT, CONFORMING TO ASTM C95. 2. LINE AND GRADE: a. ALL CONCRETE WORK SHALL BE TRUE TO LINE AND GRADE AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DRAINAGE ON ALL CONCRETE PAVING SURFACES. ANY DISCREPANCIES OR OMISSIONS ON DRAWINGS AND CONDITIONS ON THE SITE WHICH WILL PREVENT PROPER DRAINAGE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER OR THE OWNER'S REPRESENTATIVE EITHER VERBALLY, OR WRITING, FOR CORRECTION OR RELIEF BEFORE WORK PROCEEDS. b. FINISHED PAVING SURFACES SHALL NOT VARY MORE THAN¼ INCH MEASURED WITH A 10.F00T METAL STRAIGHTEDGE, EXCEPT AT GRADE CHANGES. NO "BIRDS, BATHS" OR OTHER SURFACE IRREGULARITIES TO THE SATISFACTION OF THE OWNER'S CONSTRUCTION REPRESENTATIVE. 3. SUBGRA0E PREPARATION. SUBGRADE SHALL BE SMOOTH, TRUE TO LINE AND GRADE AND TESTED FOR REQUIRED COMPACTION PRIOR TO START OF PLACING THE CONCRETE. DAMPEN SUBGRADE 24 HOURS BEFORE PLACEMENT. RER0LL AS REQUIRED, TO SMOOTH, HARD, EVEN SURFACE OF 90% COMPACTION. WET FORMS TO TIGHTEN CRACKS. CONFORM TO ALL RECOMMENDATIONS OF THE SOILS ENGINEER REPORT, IF AVAILABLE, AND TO THE SPECIFICATIONS UNDER EARTHWORK. 4. F0RMW0RK: a. FORMS SHALL BE CONSTRUCTED ACCURATELY TO DIMENSIONS, PLUMB AND TRUE TO LINE AND GRADE. FORMS SHALL BE SUBSTANTIAL, MORTAR TIGHT, BRACED AND TIED SO AS TO MAINTAIN POSITION AND SHAPE DURING PLACING OF REINFORCING AND CONCRETE. b. WAVY SURFACES AND BULGED WALLS OR SLAB SURFACES RESULTING FROM SETTLEMENT OR SPRINGING OF F0RMW0RK SHALL BE REJECTED. c. RECESSES: PROVIDE ALL REQUIRED RECESSES AND OPENINGS AS SHOWN ON THE DRAWINGS OR AS MAY BE DIRECTED BY THE OWNER'S REPRESENTATIVE. d. DETAIL WORK: CARE SHALL BE TAKEN IN ALL DETAILS OF FORMING, SETTING AND REINFORCING. EXCEPT WHERE TOOLED CORNERS ARE INDICATED, ALL EXPOSED CONCRETE FINISH WORK HAVE SMOOTH, EVEN SURFACES OF DENSE CONCRETE WITH CLEAN, SHARP ARISES AND OUTSIDE CORNERS. e. EARTH FORMS: EARTH FORMS MAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FIRM AND STABLE ANO CONCRETE Will NOT BE EXPOSED. EXCAVATIONS SHALL BE CUT NEAT WITH ACCURATE SIZES. ALL EXPOSED CONCRETE SHALL HAVE FORMS EXTENDING AT LEAST 6 INCHES BELOW FINISH GRADE. f. ACCURACY: FORMS SHALL BE CAREFULLY VERIFIED AND CHECKED FOR ALIGNMENT AND LEVEL AS THE WORK PROCEEDS. g. COORDINATION; AFTER FORMS HAVE BEEN PLACED AND APPROVED, CONTRACTOR SHALL SEE THAT ALL OTHER TRADES HAVE BEEN PROPERLY NOTIFIED AND ARE GIVEN SUFFICIENT TIME TO COMPLETE INSTALLATION OF THEIR WORK. PLACING OF REINFORCING STEEL SHALL PROCEED PROGRESSIVELY WITH WORK OF OTHER TRADES AND EACH SHALL ARRANGE THEIR SCHEDULES SO AS TO AVOID DISTURBING OR MOVING WORK ALREADY INSTALLED BY ONE TRADE TO ADMIT OF ANOTHER. EACH TRADE SHALL BE ENTIRELY RESPONSIBLE FOR PROPER INSTALLATION AND SECURING OF THE WORK DURING PLACING OF CONCRETE. h. FOOTINGS: BOTTOMS OF EXCAVATIONS FOR FOOTINGS OR FOUNDATIONS SHALL BE UNDISTURBED EARTH, FREE OF WATER, PROPERLY CLEANED PER REQUIREMENTS OF ACI BUILDING CODE. DO NOT PLACE CONCRETE ON UNC0MPACTED FILL i. TIME IN PLACE: FORMS SHALL REMAIN IN PLACE LONG ENOUGH TO ALLOW CONCRETE TO SET PROPERLY. IN N0M CASE SHALL SUPPORTING FORMS OR SHORING BE REMOVED UNTIL CONCRETE HAS SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT AND OTHER LOADS UPON IT. 2. REINFORCEMENTS: a. ACCURATELY AND SECURELY FASTEN OR SUPPORT REINFORCEMENTS TO PREVENT DISPLACEMENT BEFORE OR DURING THE POURING. HANG FOOTING BARS FROM FORMS. SUPPORT WIRE MESH WITH SUITABLE METAL CRADLES. b. CLEAN, BENO, ANO PLACE REINFORCEMENT IN ACCORDANCE WITH ACI MANUAL OF CONCRETE PRACTICE. c. REINFORCEMENTS SPLICES: WELDED WIRE FABRIC -ONE MESH MINIMUM. REINFORCEMENT BARS-30 BAR DIAMETER MINIMUM, EXCEPT AS OTHERWISE NOTED. d. ANCHOR PLATES/INSERTS: ANCHOR PLATES, INSERTS AND OTHER ITEMS EMBEDDED IN CONCRETE SHALL BE ACCURATELY SECURED SO THAT THEY WILL NOT BE DISPLACED DURING PLACING OF CONCRETE. e. CONDUIT: DO NOT EMBED PIPING, OTHER THAN ELECTRICAL CONDUIT IN STRUCTURAL CONCRETE. LOCATE CONDUIT TO MAINTAIN THE STRENGTH OF STRUCTURES AT MINIMUM. VERIFY SIZE, LENGTH AND LOCATION OF ELECTRICAL CIRCUIT. f. CONVEYING CONCRETE 02515 PORTLAND CEMENT CONCRETE PAVING A. REQUIREMENTS OF REGULATORY AGENCIES: ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES ANO REGULATIONS OF SAFETY ORDERS OF DIVISION OR INDUSTRIAL SAFETY AND ALL OTHER APPLICABLE LAWS ANO REGULATIONS OF THE GOVERNING JURISDICTION. B. APPLICABLE STANDARDS: ANY REFERENCE TO THE "STANDARD SPECIFICATIONS", "ASTM", OR "ACI" MANUALS SHALL MEAN THE CURRENT OR LATEST EDITIONS. 3. STANDARD SPECIFICATIONS: STANDARD SPECIFICATIONS FOR PUBLIC'S WORKS CONSTRUCTION. 4. STANDARDS: a. ASTM -AMERICAN SOCIETY OF TESTING AND MATERIALS. b. ACI -AMERICAN CONCRETE INSTITUTE. MANUAL OF CONCRETE PRACTICE. C. INSPECTION OF THE SITE: EXAMINE RELATED WORK AND SURFACES BEFORE STARTING WORK IN THIS SECTION. REPORT TO THE OWNER, VERBALLY, SITE CONDITIONS WHICH WILL PREVENT THE PROPER PROVISIONS OF THIS WORK. BEGINNING THE WORK IN THIS SECTION WITHOUT REPORTING UNSUITABLE CONDITIONS TO THE OWNER CONSTITUTES ACCEPTANCE OF SITE CONDITIONS BY THE CONTRACTOR. ANY REQUIRED REMOVAL, REPAIR OR REPLACEMENT OF THIS WORK CAUSED BY UNSUITABLE CONDITIONS SHALL BE DONE AT NO ADDITIONAL COST TO THE OWNER. D. PROTECTION OF EXISTING CONDITIONS: CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. HE SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE CONDITIONS. SHOULD DAMAGE BE INCURRED, THIS CONTRACTOR SHALL REPAIR DAMAGE TO ITS ORIGINAL CONDITION OR FURNISH AND INSTALL EQUAL REPLACEMENT AT HIS OWN EXPENSE, TO THE SATISFACTION OF THE OWNER. E. COORDINATION: 1. COORDINATE AND COOPERATE WITH OTHER CONTRACTORS TO ENABLE THE WORK TO PROCEED AS RAPIDLY AND AS EFFICIENTLY AS POSSIBLE. 2. COORDINATE WITH GENERAL CONTRACTORS ITEMS OF OTHER TRADES TO F. G. H. I. J. K. BE FURNISHED AND SET IN PLACE. SUCH PORTION OF EMBEDDED, BUILT-IN, ATTACHED TO, SUPPORTED BY THE WORK SHALL BE EXECUTED BY THEM IN AMPLE TIME THAT PROGRESS OF THE WORK IS NOT DELAYED. ANY CUTTING OR PATCHING MADE NECESSARY TO COMPLY WITH THIS IN JUNCTION SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. APPROVAL: WHENEVER THE TERMS 'APPROVE', 'APPROVAL', OR 'APPROVED' ARE USED IN THE SPECIFICATIONS, THEY MEAN APPROVAL OF THE OWNER/OWNER REPRESENTATIVE VERBALLY, OR IN WRITING. SUBMITTAL$: AT LEAST 10 DAYS AFTER AWARD OF CONTRACT, CONTRACTOR SHALL SUBMIT FOR APPROVAL SAMPLES AND/OR MANUFACTURER'S LATEST CATALOG CUTS AND SPECIFICATIONS OF THE FALLOWING PRIOR TO BEGINNING WORK. APPROVED SAMPLES SHALL BE STANDARDS FOR COMPLETING WORK. 1. (1) 2' X 2' X 2' SAMPLE FOR EACH TYPE OF CONCRETE FINISH AT THE JOB SITE. 2. COLOR SAMPLES FOR EXPANSION JOINT COMPOSITIONS. 3. ALL SUBMITTAL DATA SHALL BE FORWARDED IN A SINGLE PACKAGE TO THE OWNER WITHIN 15 DAYS OF THE AWARD OF THE CONTRACT, UNLESS OTHERWISE APPROVED BY THE OWNER. SUBSTITUTIONS: 1. SPECIFIC REFERENCE TO MANUFACTURER'S NAMES AND PRODUCTS SPECIFIED IN THIS SECTION ARE USED AS STANDARDS; THIS IMPLIES NO RIGHT TO SUBSTITUTE OTHER MATERIAL OR METHODS WITHOUT THE APPROVAL BY THE OWNER AND WITHOUT ADDITIONAL COST TO THE OWNER. 2. INSTALLATION OF ANY APPROVED SUBSTITUTIONS IS CONTRACTOR'S RESPONSIBILITY. ANY CHANGES REQUIRED FOR INSTALLATION OF ANY APPROVED SUBSTITUTION MUST BE MADE TO THE SATISFACTION OF THE OWNER AND WITHOUT ADDITIONAL COST TO THE OWNER. ANALYSIS OF SAMPLES AND TESTS: 1. THE OWNER SHALL SELECT A QUALIFIED TESTING LABORATORY TO TAKE SAMPLES FOR TESTING DURING THE COURSE OF WORK AS CONSIDERED NECESSARY, COST OF SUCH TEST WILL BE PAID FOR BY THE OWNER. CONTRACTOR SHALL COOPERATE IN MAKING TEST AND SHALL BE RESPONSIBLE FOR NOTIFYING THE DESIGNATED LABORATORY IN SUFFICIENT TIME TO ALLOW TAKING OF SAMPLES AT TIME OF POUR. 2. SHOULD TEST SHOW THAT CONCRETE IS BELOW SPECIFIED STRENGTH, CONTRACTOR SHALL REMOVE ALL SUCH CONCRETE FROM THE SITE. FULL COSTS OF REMOVAL OF REJECTED CONCRETE, ITS REPLACEMENT WITH CONCRETE OF SPECIFIED STRENGTH, AND RETESTING SHALL BORNE BY THE CONTRACTOR. WARRANTY: IN ADDITION TO MANUFACTURER'S GUARANTEES OR WARRANTIES, ALL WORK SHALL BE WARRANTED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP BY CONTRACTOR. WARRANTY SHALL ALSO COVER REPAIR OR DAMAGE TO ANY PART. REINFORCEMENTS: OF THE PREMISES RESULTING FROM DEFECTS IN MATERIALS AND WORKMANSHIP TO THE SATISFACTION OF THE OWNER. MATERIALS: a. DEPOSIT CONCRETE CONTINUOUSLY IN LAYERS OF SUCH THICKNESS THAT NO CONCRETE WILL BE PLACED ON CONCRETE WHICH HAS HARDENED SUFFICIENTLY TO CAUSE FORMATION OF SEAMS OR PLANES OF WEAKNESS WITHIN THE SECTION. b. IF A SECTION CANNOT BE PLACED CONTINUOUSLY, PROVIDE CONSTRUCTION JOINTS AS SPECIFIED HEREIN. c. PERFORM CONCRETE PLACING AT SUCH A RATE THAT CONCRETE, WHICH IS BEING INTEGRATED, WITH FRESH CONCRETE IS STILL PLASTIC. d. DEPOSIT CONCRETE AS NEARLY AS PRACTICAL IN ITS FINAL LOCATION SO AS TO AVOID SEGREGATION DUE REHANDLING AND FLOWING. DO NOT SUBJECT CONCRETE TO ANY PROCEDURE, WHICH WILL CAUSE SEGREGATION. e. DO NOT USE CONCRETE, WHICH BECOMES NON-PLASTIC AND UNWORKABLE, OR DOES NOT MEET REQUIRED QUALITY CONTROL LIMITS, OR HAS BEEN CONTAMINATED BY FOREIGN MATERIALS. 2. CONSTRUCTION JOINTS: a. SCORE JOINTS: JOINTS SHALL BE AS SPECIFIED ON DRAWINGS. FORM IN FRESH CONCRETE USING A JOINTER TO CUT THE GROVE TO A SMOOTH, UNIFORM IMPRESSION. FINISH JOINTS SHALL BE NO WIDER THAN 1/8 INCH WITH¼ INCH CORNER RADIUS. b. EXPANSION AND KEYED JOINTS: i. PROVIDE JOINTS AT LOCATIONS AND INTERVALS SHOWN ON THE PLANS AND WHERE CONCRETE PAVING ABUTS BUILDINGS, CURBS, OR OTHER STRUCTURES. 11. JOINT MATERIALS SHALL BE PLACED WITH TOP EDGE½ INCH BELOW PAVED SURFACE. SECURELY HOLD IN PLACE TO PREVENT MOVEMENT. 111.J0INTS AND OTHER EDGES SHALL BE FORMED IN THE FRESH CONCRETE USING AN EDGING AND JOINTING TOOL TO PROVIDE A SMOOTH UNIFORM IMPRESSION. iv.AFTER THE CURING PERIOD, EXPANSION JOINTS SHALL BE CAREFULLY CLEANED ANO FILLED WITH JOINT COMPOUND WHERE DETAILED AND APPLICABLE TO¼ INCH BELOW ADJACENT PAVED SURFACE. AVOID SPILLING ON PAVED SURFACES OR OVERFLOW FROM JOINT. 3. FINISHES: a. COMPACT AND TAMP CONCRETE AS SPECIFIED HEREIN (UNLESS RETARDANT FINISH IS SPECIFIED-SEE "FINISHES", TO BRING 3/8 INCH OF MORTAR TO SURFACE, FLOAT WITH WOOD SCREEDS AND FLOATS ONLY, AND APPLY FOLLOWING FINISHES AFTER SURFACE WATER HAS DISAPPEARED. REMOVE ANY EXCESS WATER BROUGHT TO SURFACE BY FLOATING. DO NOT USE STEEL OR ANY PLASTIC SCREEDS, FLOATS, OR FRESNO FOR INITIAL FLOATING AND SCREEDING OPERATIONS. b. ALL CONCRETE FINISHES SHALL BE LISTED ON THE DRAWINGS: i. ROUGH TROWEL SWIRL FINISH: PROVIDE ROUGH TROWEL SURFACE FINISH TO SLAB SURFACES. AFTER PLACING SLABS, CONSOLIDATE SURFACE BY FLOATING TO A UNIFORM, SMOOTH, GRANULAR TEXTURE. i1. SWEAT TROWEL FINISH: SOMA AS STEEL FLOAT FINISH, EXCEPT PERFORM FINAL TROWELING WITH CIRCULAR MOTION AND SLIGHT LIFTING OF TROWEL TO PRODUCE A UNIFORMLY TEXTURIZED NON-SLIP FINISH. 111.SCRATCH FINISH: PROVIDE SCRATCH FINISH TO SLAB SURFACES THAT ARE TO RECEIVE MORTAR SETTING BEDS FOR TILE AS NOTED ON DRAWINGS. iv. SAND FINISH: RUB CONCRETE SURFACE WITH DAMP SPONGE AND SAND OR WITH BRISTLE BRUSH AND FLOOD SURFACE SO SAND IS EXPOSE SLIGHTLY AND RESULTANT SURFACE IS SIMILAR TO MEDIUM GRIT SANDPAPER. v. STEEL TROWEL FINISH: AFTER SURFACE WATER DISAPPEARS AND FLOATED SURFACE IS SUFFICIENTLY HARDENED, STEEL AND RETR0WEL TO SMOOTH, DENSE, HARD FINISH. AFTER CONCRETE HAS SET ENOUGH, RETR0WEL TO A SMOOTH, UNIFORM FINISH FREE OF TROWEL MARKS OR OTHER BLEMISHES. AVOID EXCESSIVE TROWELING THAT PRODUCES BURNED AREAS. vi.SEEDED AGGREGATE FINISH: IMMEDIATELY AFTER THE SLAB HAS BEEN SCREEDED AND, EVENLY SPREAD AGGREGATE SEED AND TAMP INTO CONCRETE SO NOT MORE THAN 1/16 INCH OF STONE EXPOSED. AFTER THE CONCRETE HAS ALMOST COMPLETELY SET, BROOM AND HOSE DOWN SURFACE TO ACHIEVE FINISH OF APPROVED SAMPLE. RECUT SCORE LINES AND SMOOTH EDGES OF SLAB. vu.SALT FINISH: IMMEDIATELY AFTER CONCRETE HAS BEEN TROWELED AND JOINTS HAVE BEEN FORMED, SPREAD ROCK SALT AT A RATE OF ONE POUND OF CRYSTALS PER 10 SQUARE FEET OF CONCRETE SURFACE. TAMP CRYSTALS INTO PLACE TO THE DEPTH REQUIRED TO OBTAIN AND ACCEPTABLE TEXTURE. AT THE PROPER TIME HOSE DOWN SLAB TO REMOVE IMBEDDED CRYSTALS. 1. SANDBLAST FINISH: ALL SHALL CONFORM TO APPLICABLE OSHA AND EPA STANDARDS. 2. CONTRACTOR SHALL SCHEDULE THIS WORK TO BE EXECUTED WITH AS LITTLE CONFLICT WITH OTHER TRADES AS POSSIBLE. IF NECESSARY, CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OR MASKING OF ADJACENT SURFACES. 3. TEST AREAS FOR SAMPLES OF BLASTING WILL NOT LEFT EXPOSED. LANDSCAPE ARCHITECT SHALL BE PRESENT AT TIME OF SAMPLE BLASTING AND APPROVE OF DESIRES FINISH. 4. CARE SHALL BE TAKEN TO PROTECT ALL ADJACENT SURFACES FROM DAMAGE, WHICH ARE NOT RECEIVING SANDBLASTING. 5. SANDBLASTING SHALL BE ACCOMPLISHED USING QUALIFIED WORKMEN FAMILIAR WITH THE PROPER TECHNIQUE. 6. SANDBLASTING WORK SHALL BE BY THE DRY.SAND METHOD, UTILIZING APPROPRIATE EQUIPMENT AND ADEQUATE PRESSURE. ABRASIVES SHALL BE WASHED SILICA SAND, FREE FROM SALT, CLAY, OR OTHER FOREIGN MATERIALS. NOZZLE POSITION DURING THE OPERATION SHALL BE AS DETERMINED IN THE MAKING OF THE APPROVED SAMPLES. 7. ALL CONCRETE AREAS REQUIRING PATCHING SHALL BE PATCHED, WITH ALL ROUGH SPOTS AND UNEVENNESS IN CONCRETE SURFACE GROUND SMOOTH BEFORE THE SANDBLASTING OPERATION IS BEGUN. 8. WASH DOWN CONCRETE SANDBLASTED SURFACES PROMPTLY TO REMOVE SAND AND DUST. UPON COMPLETION, REMOVE FROM SITE ALL SURPLUS ANO WASTE MATERIALS FROM THIS WORK. ix.STAMPED CONCRETE "B0MANITE" FINISH: 1. COORDINATION: THE LICENSE CONTRACTOR AND OTHER TRADES, WHOSE WORK MAKES IT NECESSARY FOR THEM TO COOPERATE, SHALL COORDINATE THEIR WORK SO AS NOT INTERFERE WITH EACH OTHER. 2. PATTERNS: THE PATTERN SHALL BE AS NOTED ON THE DRAWINGS. 3. PLACING: THIS CONTRACTOR SHALL FURNISH AND PLACE THE PATTERNED CONCRETE AND ALL WORK NECESSARY FOR MAKING, FINISHING, CURING, EXPANSION AND/OR CONTRACTION JOINTS AND STRIPPING FORMS. i. RETARDANT FINISH: 1. CONCRETE MIX DESIGN: AN EXTREMELY COARSE MIX CONTAINING THE GREATEST POSSIBLE PERCENTAGE OF 3/8 INCH TOP SIZE AGGREGATE AND A MINIMUM AMOUNT OF MIXING WATER SHOULD BE USED. 2. PREPARATORY WORK: THE CONCRETE SHOULD BE PLACED AND CONSOLIDATED SO AS TO COMPLETELY FILL ALL SPACES IN THE FORMS. TAMPING WILL NOT BE PERMITTED BECAUSE THE AGGREGATE MUST REMAIN NEAR THE SURFACE FOR LATER EXPOSURE. APPLY A WOOD FLOAT FINISH, WHICH WILL PERMIT 3/16 INCH OF AGGREGATE EXPOSURE. 3. APPLICATION OF RETARDER: AS SOON AS THE FALLOWING HAS BEEN COMPLETED, APPLY THE RETARDER AND "LITH0TEX" BY L.M. SCOFIELD, (213) 725-7112, PER SCOFIELD'$ APPLICATION INSTRUCTION T203.03. ONCE THE RETARDER HAS BEEN APPLIED, COVER THE SURFACE WITH PLASTIC SHEETING OR CURING PAPER TO ACHIEVE DEEPER AGGREGATE REVEAL. 4. AGGREGATE EXPOSURE: THE RETARDER SHOULD BE REMOVED BETWEEN EIGHT AND TWENTY HOURS AFTER PLACEMENT BY SANDBLASTING OR WITH A COARSE-FIBERED OR RUST RESISTANT WIRE SCRUB BRUSH AND JET OF WATER. A CLEAN SEALER SHALL BE APPLIED SO THAT THE SURFACE SHALL BE COVERED AFTER AGGREGATE EXPOSURE WITH NEW, NON.STAINING PAPER. 5. SURFACE SEALER: IF EFFLORESCENCE OR ALKALI STAINING IS EVIDENT AFTER THE CONCRETE HAS CURED, LIGHTLY WASH THE AGGREGATE SURFACE WITH A MILD MURIATIC ACID SOLUTION (USUALLY A 10:1 DILUTION) THAT HAS BEEN THOROUGHLY RINSED WITH WATER AND CLEANED WITH DILUTED LITH0CRH0ME FLOOR CLEANER" BY L.M. SCOFIELD OR EQUAL. RINSE AGAIN AND DRY THOROUGHLY. AFTER THE AGGREGATE HAS CURED AT LEAST ONE MONTH, THE RETARDED SURFACE SHALL BE THOROUGHLY WASHED WITH FRESH, CLEAN WATER. AFTER CONCRETE IS THOROUGHLY DRIED APPLY ONE COAT OF AQUA-MIX PENETRATING SEALER (714) 523-9313 AT THE RATE OF 200 SF PER GALLON. ALLOW 24 HOURS BEFORE APPLYING WATER TO VERIFY WATER BEADS. IF NOT, APPLY A LIGHT SECOND COAT. REFER TO AQUA-MIX SPECIFICATIONS FOR COMPLETE INSTRUCTION. ii. BROOM FINISH: IMMEDIATELY AFTER SLAB HAS BEEN SCREEDED AND FLOATED, THE SURFACE SHALL BE BROOMED IN DIRECTION AND DEPTH AS INDICATED ON DRAWINGS WITH A STIFF BRISTLE BROOM. 11i. WOOD FLOAT: IMMEDIATELY AFTER SLAB HAS BEEN SCREEDED AND FLOATED, THE SURFACE SHALL BE TROWELED WITH A WOOD FLOAT IN A CIRCULAR MOTION AND SLIGHT LIFTING OF TROWEL TO PRODUCE A UNIFORMLY TEXTURED NO SLIP FINISH. M. PROTECTION AND CURING: 1. PROTECT CONCRETE AGAINST RAPID DRYING AND DAMAGE BY RAIN. KEEP MOIST FOR AT LEAST 7 DAYS AFTER PLACING AND PROTECT BY WET BURLAP, CANVAS COVERING OR LIQUID-CURING COMPOUND. DURING THIS PERIOD, MAINTAIN CONCRETE ABOVE 70 DEGREES F FOR AT LEAST 3 DAYS, OR ABOVE 50 DEGREES F FOR AT LEAST 5 DAYS. 2. CONCRETE FROM WHICH FORMS ARE REMOVED WITHIN 7 DAYS AFTER POURING SHALL BE SPRAYED DURING THE CURING PERIOD AS FREQUENTLY AS DRYING CONDITIONS MAY REQUIRE. CONCRETE COVERING SHALL BE A TYPE THAT WILL NOT STAIN OR DISCOLOR FINISHED CONCRETE SURFACES. 1. CURE CONCRETE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ACI MANUAL OF CONCRETE PRACTICE. N. PATCHING: FILL ROCK POCKETS, "HONEY-COMBS", AND OTHER HOLES RESULTING FROM REMOVAL OF NAILS, TIES AND SPREADERS, AND LIKE ITEMS, WITH MORTAR FORMED OF CEMENT ANO FINE AGGREGATE IN THE PROPORTION USED IN CONCRETE MIX. CHIP AWAY DEFECTIVE AREAS TO SOLID CONCRETE, FORMING PERPENDICULAR OR SLIGHTLY UNDERCUT EDGES. MATCH SURROUNDING CONCRETE SURFACES IN COLOR AND TEXTURE. 0. CLEAN UP: UPON COMPLETION OF WORK UNDER THIS SECTION, CONTRACTOR SHALL REMOVE FROM THE PREMISES ALL SURPLUS MATERIALS, TOOLS, EQUIPMENT, RUBBISH AND DEBRIS RESULTING FROM THE WORK, AT HIS OWN EXPENSE. 04000 MASONRY A. MORTAR: 1. UBC TYPE "S" WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000 PSI. 2. FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO BY VOLUMES: a.1 PART PORTLAND CEMENT b. ½ PART LIME PUTTY c. 3-1/2 PARTS SAND d. IF PLASTIC TYPE CEMENT USED, OMIT LIME PUTTY. B. GROUT: 1. FLUID CONSISTENCY. 2. RATIO BY VOLUMES: a.1 PART PORTLAND CEMENT. b. 3 PARTS SAND a.1 PART PORTLAND CEMENT b. 3 PARTS SANO c. 3 PARTS PEA GRAVEL C. CONCRETE UNIT MASONRY: GRADE A CONFORMING ASTM C90 ANO DIMENSION AS SHOWN ON DRAWINGS. 0. SUBMIT REPRESENTATIVE SAMPLE OF EACH TYPE OF UNIT MASONRY OR STONE FOR ACCEPTANCE BY OWNER PRIOR TO INSTALLATION. d. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 PLA __ _ EXP, ___ _ DATE REV!Ev/ED BY: INSPECTOR DATE 1-------+---+----------+----+--+-----+---------11 s:SEET 11 CITY OF CARLSBAD I ~;;=;;;:;~·~:;;:;:;:~~P;=L::::A:=N:::::N:::::IN:::::G::::::::D:::::IV=I::S::::ID::::N======:· CONSTRUCTION SPECIFICATIONS landscape ach1tecture environmental planning urban design Mc Cu 11 ough LA. corn 3605-B Fifth Avenue San Diego, CA 92103 619.296.3150 REEF Rennovabon 2290 Cosmos Court, Carlsbad, CA 92075 1-----t----+--------------+---+----i---+----1 I-AP_P_Ro_vE_D_,,,-~"-lt-="""--'J-'ef'-'--l--O""-""'',l--lO'''""'""«-- . PLANNING ~ DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL OWNBY. CHKDBY. RVWDBY. PROJECT NO LPC2023-0025 DEV2023-0060 12.p..e/2:; DRAWING NO. 286-6L GENERAL REQUIREMENTS A. CONTRACTOR'S DUTIES: 1. EXCEPT AS SPECIFICALLY NOTED, PROVIDE AND PAY FOR: a. LABOR, MATERIALS AND EQUIPMENT. b. TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY. c. WATER, HEAT AND UTILITIES REQUIRED FOR CONSTRUCTION. d. OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF WORK. 2. PAY LEGALLY REQUIRED SALES, CONSUMER, AND USE TAXES. 3. SECURE AND PAY FOR, AS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF WORK AND AS APPLICABLE AT TIME OF RECEIPT OF BIDS: a. PERMITS. b. GOVERNMENT FEES. c. LICENSES. 4. GIVE REQUIRED NOTICES. 5. COMPLY WITH CODES, ORDINANCES, RULES, REGULATIONS, ORDERS AND OTHER LEGAL REQUIREMENTS OF PUBLIC AUTHORITIES, WHICH BEAR ON PERFORMANCE OF WORK. NOTHING IN THESE DRAWINGS OR SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 6. PROMPTLY SUBMIT WRITTEN NOTICE TO LANDSCAPE ARCHITECT OF OBSERVED VARIANCE OF CONTRACT DOCUMENTS FROM LEGAL REQUIREMENTS. IN THE EVENT THAT NO NOTICE IS PROVIDED, CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY WORK PERFORMED THAT IS CONTRARY TO SUCH REQUIREMENTS. B. CONTRACT LIMITS: THESE DOCUMENTS ARE NOT INTENDED TO SET LIMITS BETWEEN TRADES UNLESS SPECIFICALLY SO STATED. THE OWNER WILL DETERMINE WHAT WORK WILL BE DONE AND BY WHOM. C. VERIFICATION: THE OWNER AND THE CONTRACTORS SHALL VISIT AND INSPECT THE SITE AND FAMILIARIZE THEMSELVES WITH SITE CONDITIONS, AND STUDY THESE DOCUMENTS FULLY BEFORE AGREEING TO WORK ON THE PROJECT. THEIR AGREEMENT TO WORK ON THE JOB CONSTITUTES VERIFICATION THAT HAS SO STIJDIED THE SITE AND THE DOCUMENTS. D. DOCUMENTS: 1. THE DRAWINGS ARE NECESSARILY SCHEMATIC AND DO NOT PURPORT TO SHOW COMPLETE SITUATIONS. THE DRAWINGS, SPECIFICATIONS, AND ADDENDA ARE COMPLEMENTARY; WHAT IS CALLED FOR BY ONE IS AS CALLED FOR BY ALL. THE DRAWINGS, SPECIFICATIONS, AND ADDENDA MUST ALWAYS BE TOGETHER. 2. DO NOT SCALE FROM DRAWINGS. E. ERRORS, OMISSIONS, DISCREPANCIES, OR ADVERSE CONDITIONS: 1. WHEN ERRORS, OMISSIONS OR DISCREPANCIES IN THE DOCUMENTS, OR ADVERSE JOB CONDITIONS BECOME APPARENT, IMMEDIATELY BRING THEM TO THE ATTENTION OF THE OWNER. 2. THE OWNER SHALL IMMEDIATELY, AND IN WRITING, BRING TO THE ATTENTION OF THE LANDSCAPE . ARCHITECT ANY ADVERSE JOB OR SITE CONDITIONS, OR ANY ERRORS, OMISSIONS, OR DISCREPANCIES IN THE DOCUMENTS OR OTHER LANDSCAPE ARCHITECTURAL SERVICES. THOSE NOT SO REPORTED REMAIN THE RESPONSIBILITY OF THE OWNER. THE LANDSCAPE ARCHITECT IS NOT NECESSARILY RESPONSIBLE FOR THOSE THAT ARE NOT REPORTED. F.CHANGES: THE OWNER SHALL NOTIFY THE LANDSCAPE ARCHITECT OF CHANGES IN THE JOB AND PAY AN EXTRA FEE FOR THE LANDSCAPE ARCHITECT'S ANALYSIS OF THE CHANGES AND/OR FOR CHANGING THE DOCUMENTS. G. MANUFACTURER'S DIRECTIONS: FALLOW MANUFACTIJRER'S PRINTED DIRECTIONS AND DETAILED DRAWINGS IN ALL CASES WHERE THE MANUFACTIJRER OF ARTICLES USED IN THE WORK FURNISHES DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS. H. SUBSTITUTIONS: MATERIALS NOT SHOWN OR SPECIFIED HEREIN SHALL BE AS SPECIFIED BY THE OWNER. SUBSTITIJTIONS MUST BE VERIFIED IN WRITING BY THE OWNER. I. MATERIALS AND THE WORK: 1. STORE MATERIALS TO PREVENT VANDALISM OR DETERIORATION AND AS DIRECTED BY THE OWNER. 2. PROTECT MATERIALS BEFORE, DURING, AND AFTER INSTALLATION. J. CLEANING: EACH CONTRACTOR SHALL CLEAN HIS WORK, ADJACENT WORK AFFECTED BY HIS ACTIONS, AND HIS WORK AREA AS DIRECTED AND TO THE SATISFACTION OF THE OWNER. 02200 EARTHWORK IN ADDITION TO THESE DOCUMENTS, COMPLY WITH CIVIL AND/OR STRUCTURAL ENGINEERING DOCUMENTS, INCLUDING THE SOILS REPORT, AS DIRECTED BY THE OWNER. A.DUST: MOISTEN SURFACES TO CONTROL DUST TO THE OWNER'S SATISFACTION. B. FINISH GRADING: 1. TOLERANCES: 0.1 FOOT OF THE INDICATED GRADE. 2. MAKE FINISH GRADE SMOOTH, UNIFORM, AND FREE OF ABRUPT GRADE ·CHANGES AND DEPRESSIONS TO INSURE SURFACE DRAINAGE. 3. SLOPE GRADES AWAY FROM BUILDINGS AT 1:48 (2%) MINIMUM SLOPE FOR AT LEAST FIVE FEET FROM BUILDINGS. 02950 LANDSCAPE PLANTING A. SOIL SUITABILITY AND FERTILITY ANALYSES REPORT: 1. IN ADDITION TO THESE DOCUMENTS, COMPLY WITH THE RECOMMENDATIONS OF THE SOIL SUITABILITY AND FERTILITY ANALYSES REPORT, AS DIRECTED BY THE OWNER. 2. WHERE NO SOILS REPORT IS AVAILABLE, OBTAIN AN AGRONOMIC SOIL TEST AFTER ROUGH GRADING HAS BEEN COMPLETED. SOIL TEST SHALL BE MADE BY THE BUTLER'S MILLS INC., SAN DIEGO, CA (619) 263-6181 AT THE OWNER EXPENSE. SEND COPY OF THE SOILS REPORT AND RECOMMENDATIONS TO THE LANDSCAPE ARCHITECT. REPORT SHALL INCLUDE SPECIFIC RECOMMENDATIONS FOR: a. SOIL AMENDMENT, FERTILIZER AND CHEMICAL CONDITIONER APPLICATIONS RATES FOR SOIL PREPARATION. b. PLANT PIT BACKFILL MIX. c. AUGER HOLE REQUIREMENTS (WHERE APPLICABLE). d. POST-PLANTING MAINTENANCE FERTILIZATION. B. QUALITY ASSURANCE: 1. FURNISH PLANT MATERIALS CERTIFIED BY STATE OR FEDERAL DEPARTMENT OF AGRICULTURE TO BE FREE FROM HAZARDOUS INSECTS OR APPARENT DISEASE. 2. FURNISH PLANT MATERIALS INSPECTED BY LANDSCAPE ARCHITECT AT THE GROWING SITE AND TAGGED OR OTHERWISE APPROVED FOR DELIVERY. INSPECTION AT GROWING SITE DOES NOT PRECLUDE RIGHT OF REJECTION AT CONSTRUCTION SITE. C. SUBMITTALS: 1. SUBMIT DELIVERY SUPS FOR MATERIALS TO THE OWNER TO VERIFY SPECIFIED QUANTITIES OF SOIL AMENDMENTS, FERTILIZERS, MULCH OR D. E. F. G. H. I. J. K. L. M. N. 0. P. Q. R. s. T. ANY OTHER BULK DELIVERIES. 2. SEED MIXTURE: FURNISH DEALER'S GUARANTEE STATEMENT OF COMPOSITION, MIXTURE, PURITY AND GERMINATION. PRODUCT DELIVERY, STORAGE AND HANDLING. 1. DELIVER FERTILIZER TO SITE IN ORIGINAL UNOPENED CONTAINERS BEARING MANUFACTURER'S GUARANTEED CHEMICAL ANALYSIS, NAME, TRADEMARK AND CONFORMANCE TO STATE LAW. 2. DELIVER PLANT MATERIAL WITH LEGIBLE IDENTIFICATION LABELS. 3. PROTECT PLANT MATERIAL DURING DELIVERY AND WHILE ON SITE TO PREVENT DAMAGE TO ROOT BALL OR DESECRATION OF LEAVES. 4. MAINTAIN AND PROTECT PLANT MATERIAL NOT BE PLANTED WITHIN FOUR HOURS OF DELIVERY. 5. REMOVE UNACCEPTABLE PLANT MATERIAL FROM JOG SITE IMMEDIATELY. JOB CONDITIONS: 1. PERFORM ACTUAL PLANTING ONLY WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTABLE PRACTICE. SUBSTITUTIONS: 1. SUBSTITUTE PLANT MATERIAL FOR THE INDICATED PLANT MATERIAL WILL NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. GUARANTEE: 1. GUARANTEE BOXED AND FIELD GROWN TREES TO "LIVE AND GROW" IN AN "ACCEPTABLE, UPRIGHT POSITION" FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD AND FINAL ACCEPTANCE. DEFINITION OF "LIVE AND GROW" AND "ACCEPTABLE, UPRIGHT POSITION" SHALL MEAN THAT THE TREE MUST, DURING THE GUARANTEE PERIOD, SUSTAIN A HEALTHY AND VIGOROUS APPEARANCE. IF THE TREE, DURING THIS GUARANTEE PERIOD, DOES NOT SUSTAIN THIS APPEARANCE, REMOVE AND REPLACE IT WITH A TREE EQUAL TO THE ORIGINAL SPECIFICATIONS. REPLACE OR REPAIR ANY DAMAGE TO CONTIGUOUS PLANTING, STRUCTURES, LIGHTING OR IRRIGATION SYSTEMS DURING REPLACEMENT OPERATIONS. 2. GUARANTEE ALL CUTTINGS, SOD AND CONTAINER PLANT MATERIAL UP TO AND INCLUDING 15-GALLON SIZE AS TO GROWTH AND HEALTH FOR PERIOD OF 90 DAYS AFTER THE COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD AND FINAL ACCEPTANCE. 3. REMOVE AND REPLACE ALL GUARANTEE PLANT MATERIALS FOR WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE WITHIN 15 DAYS OF WRITTEN NOTIFICATION BY THE OWNER. REPLACE WITH PLANT MATERIAL ORIGINALLY SPECIFIED AND PROVIDE ORIGINAL GUARANTEE. PLANT ESTABLISHMENT PERIOD: MINIMUM 90 CALENDAR DAYS TO BE COMPLETED BEFORE THE LANDSCAPE ARCHITECT WILL RECOMMEND ACCEPTANCE BY THE OWNER. TOPSOIL: 1. USE NATURAL FRIABLE SOIL OF REGION, FREE FROM LUMPS, CLAY, TOXIC SUBSTANCES, STICKS, DEBRIS, VEGETATION, STONES OVER ONE INCH IN MINIMUM DIMENSION AND CONTAINING NO DISCOMPOSE STONE, SALTS, ALKALI, HERBICIDES OR NOXIOUS WEEDS. 2. SILT PLUS CLAY CONTENT NOT TO EXCEED 15% BY WEIGHT. 3. BORON CONTENT NOT TO EXCEED 1 PPM AS MEASURED BY THE SATURATION EXTRACT. 4. SODIUM ABSORPTION RATIO (SAR) NOT TO EXCEED SIX AND ELECTRICAL CONDUCTIVITY OF THE SATURATION EXTRACT NOT TO EXCEED 3.0 MILLIMOLES PER CENTIMETER AT 25 DEGREES CENTIGRADE. 5. IMPORT TOPSOIL: FURNISH AND INSTALL PER RECOMMENDATIONS OF SOIL REPORT. ORGANIC AMENDMENT: 1. NITROGEN STABILIZED: a. 0.4 TO 0.6% N BASED ON DRY WEIGHT FOR REDWOOD SAWDUST. b. 0.56 TO 0.84% N BASED ON DRY WEIGHT FOR FIR OR CEDAR SAWDUST. c. 0.8 TO 1.2% N BASED ON DRY WEIGHT FOR FIR OR PINE BARK. 2. PARTICLE SIZE: a. 95-100% PASSING 6.35MM (1/4) STANDARD SIEVE. b. 80-100% PASSING 2.38MM (NO. 8, 8MESH) STANDARD SIEVE. c. 0-30% PASSING 500 MICRON (NO. 35, 32 MESH) STANDARD SIEVE. 3. SOLUBLE SALTS: a. MAXIMUM 3.5 MILLIMOLES/CENTIMETER @ 25 DEGREES CENTIGRADE AS DETERMINED BY THE SATURATION EXTRACTION METHOD. ORGANIC SOIL CONDITIONER WITH FERTILIZER: 1. USE GRO-POWER-PLUS AS MANUFACTURED BY SOUTHERN CALIFORNIA ORGANIC FERTILIZER CO. (213) 245-6849. COMMERCIAL FERTILIZER: 1. USE COMMERCIAL FERTILIZER, UNIFORM IN COMPOSITION, FREE FLOWING, CONFORMING TO STATE AND FEDERAL LAWS, AND SUITABLE FOR APPLICATION WITH EQUIPMENT DESIGNED FOR THAT PURPOSE. 12-12-12 UNLESS OTHERWISE INDICATED. 2. WHERE INDICATED, USE AGRIFORM PLANT TABS 20-15-5, 21 GRAM TABLETS AT RATE PRESCRIBED IN MANUFACTURER'S WRITTEN SPECIFICATION. PLANT MATERIAL: 1. USE PLANTS OF VARIETY AND SIZE AS INDICATED ON DRAWINGS. 2. TAG ONE EACH OF EACH BUNDLE OR LOT WITH THE PLANT NAME IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. 3. USE PLANTS THAT HAVE A HABIT OF GROWTH THAT IS NORMAL TO THE SPECIES, ARE SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECT PESTS, PLANT DISEASES, SUN SCALDS, FRESH ABRASIONS OF THE BARK, EXCESSIVE ABRASIONS OR OTHER OBJECT IONAL DISFIGUREMENTS. TREE TRUNKS TO BE STURDY AND WELL HARDENED OFF. 4. USE PLATS WHICH HAVE NORMALLY WELL DEVELOPED BRANCH SYSTEMS AND VIGOROUS AND FIBROUS ROOT SYSTEMS WHICH ARE NOT ROOT OR POTBOUND. TREE STAKES: (REFER TO DRAWINGS FOR APPROPRIATE TYPE/CONDITION) 1. COPPER NAPHTHANATE GREEN COLOR IMPREGNATED LODGE POLE PINE: a. 10 FEET LONG FOR 5 GALLON AND 15 GALLON. b. 12 FEET LONG FOR 24 BOX AND LARGER. 2. STEEL PIPE STAKES: a. 2", (2-3/8" 0.D.) SCHEDULE 40 GALVANIZED STEEL PIPE. b. 10'-6' LONG WITH CAP. PAINT FLAT BLACK. 3. TREE TIES: a. SINGLE STAKE: CINCH-TIE AS MANUFACTURED BY V.I.T. COMPANY. b. DOUBLE STAKE: TWIST-BRACE AS MANUFACTURED BY V.I.T. COMPANY. VINE TIES: 1. CLEAR PLASTIC DISC WITH EYE TO RECEIVE GREEN PLASTIC COVERED VINE TIES. SECURE DISC TO SURFACE WITH APPROVED ADHESIVE. HERBICIDES: 1. PRE-EMERGENT AND/OR CONTACT HERBICIDES TO BE PROVIDED AND APPLIED ONLY AS PER THE RECOMMENDATIONS OF A LICENSED PEST CONTROL AGENT. GRAVEL SUMPS: 1. ¾" T01" DIAMETER SHARP CRUSHED ROCK GRAVEL. SOIL PREPARATION MIX: 1. FOR ALL TURF AND GROUND COVER AREAS (EXCLUDING SLOPES OVER 3:1). 2. MIXTIJRE PER 1000 S.F.: a. 6 CUBIC YARDS NITROGEN STABILIZED ORGANIC AMENDMENT. b. 15 POUNDS 12-12-12 COMMERCIAL FERTILIZER. c. 200 POUNDS AGRICULTURAL GYPSUM. BACKFILL SOIL MIX: 1. TOPSOIL: (USE IMPORT TOPSOIL WHEN REQUIRED BY SOILS REPORn 6 PARTS BY VOLUME. 2. ORGANIC AMENDMENT: 4PARTS BY VOLUME. 3. AGRIFORM FERTILIZER TABLETS: a. PER EACH 15 GALLON PLANT -4 TABLETS. b. PER EACH 5 GALLON PLANT -3 TABLETS. c. PER EACH 1 GALLON PLANT -1 TABLET. d. BOX TREES -1 TABLET PER½ TRUNK CALIPER. PREPARATION: 1. VERIFY THAT FINAL GRADES HAVE BEEN ESTABLISHED PRIOR TO BEGINNING PLANTING OPERATIONS. 2. DO NOT WORK SOIL WHEN MOISTURE CONTENT IS SO GREAT THAT EXCESSIVE COMPACTION WILL OCCUR NOR WHEN IT IS SO DRY THAT DUST WILL FORM IN THE AIR OR THAT CLODS WILL NOT BREAK READILY. APPLY WATER AS REQUIRED TO PROVIDE IDEAL MOISTURE FOR FILLING AND FOR PLANTING. 3. REMOVE AND DISPOSE OF ALL WEEDS AND BURIED DEBRIS FOUND UPON ANY EXCAVATION TO ANY CONVENIENT LEGAL DUMP OR OFFSITE LOCATION AT NO EXPENSE TO THE OWNER. 4. MAKE ALL SOIL AREAS SMOOTH AND EVEN WITH FINISH GRADES 1" BELOW THE SURFACE OF WALKS, PAVED AREAS AND CURBS AND SLIGHTLY LESS THAN FLUSH WITH CATCH BASINS, MANHOLES, CLEANOUTS, VALVE BOXES AND SIMILAR FEATURES. 5. CULTIVATE ALL AREAS TO BE PLANTED (EXCEPT SLOPES GREATER THAN 3:1) TO A DEPTH OF AT LEAST 6" SO THAT THE SOIL IS LOOSE AND FRIABLE. FOR THE TOP 2" OF SOIL IN ALL CULTIVATED AREAS, REMOVE ALL STONES, ROOTS, AND OTHER DELETERIOUS MATTER, WHICH MIGHT BE HINDRANCE TO PLANTING AND MAINTENANCE. 6. FOR PLANTING AREAS, UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATE TO A DEPTH OF 4" SOIL AMENDMENTS BY MEANS OF ROTOTILLER OR ACCEPTED EQUAL. U. PLANTING: 1. DO NOT COMMENCE PLANTING UNTIL ALL CONSTRUCTION WORK, GRADING, SOIL IMPROVEMENTS AND IRRIGATION SYSTEMS INSTALLATION HAVE BEEN COMPLETED. 2. WHEN PLANT MATERIAL IS SPACE IN ROWS, VERIFY THE TOTAL DIMENSION AND SPACE PLANTS EQUALLY WITHIN THE DESIGNATED AREA. WHERE PLANT MATERIAL IS SHOWN IN A RANDOM PATTERN, SPACE THE MATERIAL AS SHOWN IN THE DRAWINGS AND AS DIRECTED BY THE LAND ARCHITECT. SPACE GROUND COVER PLANTING AS INDICATED IN A RANDOM PATTERN AND NOT IN STRAIGHT ROWS. 3. EXCAVATE PLANT PITS AS INDICATED ON DRAWINGS. 4. PROVIDE GRAVEL FILLED AUGER DRILLED DRAINAGE SUMPS FOR ALL TREES AS INDICATED ON THE DRAWINGS. SEE PLANT DETAILS FOR NUMBER AND SIZE. 5. SET PLANTS IN PLANT PITS SO THAT THEY BEAR THE SAME RELATION TO SOIL LEVEL WHEN PLANTED AS THEY DID WHEN IN CONTAINER. CENTER PLANT IN PIT. 6. BACKFILL PLANT PIT WITH SPECIFIED MIX. BACKFILL PIT WITH SOIL MIX TO HALF ITS DEPTH AND WATER THOROUGHLY. BACKFILL REMAINDER OF PIT WITH SOIL MIX. FIRM DOWN ELIMINATING ALL AIR POCKETS. DO NOT PACK. FORM A SHALLOW BASIN AROUND THE PLANT TO HOLD ENOUGH WATER TO SATURATE THE ROOT BALL AND BACKFILL. WATER PLANTS IN IMMEDIATELY AFTER PLANTING. 7. FILL ALL PLANTERS WITH BACKFILL SOIL MIX TO WITHIN 2" OF TOP. 8. IMMEDIATELY AFTER PLANTING OPERATIONS ARE COMPLETE, ALL BEADS AND PITS SHALL BE DRESSED SO AS TO ACHIEVE A NEAT AND PRESENTABLE APPEARANCE. V. STAKING OF TREES: 1. SINGLE STAKE: a. STAKE TREES DESIGNATED TO BE STAKE, AS PER DETAIL, WITH STAKE ON WINDWARD SIDE TO TREE. b. SET TREES IN PLANT PIT, DRIVE ONE TREE STAKE 30" TO FIRM SOIL NEXT TO ROOT BALL, BACKFILL PIT WITH PREPARED SOIL MIX. c. SECURE TREE TO STAKE WITH TWO "CINCH-TIES" PER MANUFACTURER'S RECOMMENDATIONS. 2. DOUBLE STAKE: a. SET TREES IN PLANT PIT, DRIVE ONE LODGEPOLE TREE STRAKE TO FIRM SOIL NEXT TO THE ROOT BALL ON EACH SIDE AND BACKFILL PIT WITH PREPARED SOIL MIX. b. SECURE TREE TO STAKES WITH "TWIST-BRACE" PER MANUFACTURER'S RECOMMENDATION. W. PRUNING: 1. PRUNE PLANTS ONLY AT THE TIME OF PLANTING AND ACCORDING TO STANDARD HORTICULTURAL PRACTICE TO PRESERVE THE NATURAL CHARACTER OF THE PLANT. PRUNING TO BE DONE UNDER SUPERVISION OF THE LANDSCAPE ARCHITECT. REMOVE DEAD WOOD, SUCKERS AND BROKEN OR BADLY BRUISED BRANCHES. TREES, WHICH HAVE DAMAGE OR CROOKED LEADERS, UNLESS SPECIFIED, SHALL BE REJECTED. USE ONLY CLEAN, SHARP TOOLS. PAINT CUTS OVER¾" DIAMETER, COVERING EXPOSED AREAS WITH TREE PAINT. Y. RAISED PLANTERS 1. LIGHTWEIGHT POTTING SOIL: EARTHWORKS POTTING SOIL IS A QUALITY MIX THAT CREATES AN IDEAL GROWING ENVIRONMENT FOR ALL CONTAINER PLANTING CONDITIONS AND IS EXCELLENT AS A COMPLETE SOIL REPLACEMENT. THIS LIGHTWEIGHT POTTING SOIL IS SPECIFICALLY FORMULATED TO PROVIDE A BALANCE BETWEEN SOIL MOISTURE RETENTION AND DRAINAGE WHILE PROMOTING RAPID PLANT ESTABLISHMENT. INGREDIENTS: 33% PEAT MOSS, 33% VERMICULITE AND 33% SAND PLUS NUTRIENTS AND MINERALS (TRIPLE SUPER PHOSPHATE, POTASSIUM SULFATE, UREAFORMALDEHYDE, LIME, GYPSUM AND IRON SULFATE). 02499 PLANT ESTABLISHMENT AND MAINTENANCE A. PLANT ESTABLISHMENT: 1. THE PLANT ESTABLISHMENT PERIOD SHALL BE FOR A MINIMUM PERIOD OF 90 CALENDAR DAYS AND SHALL BE COMPLETED BEFORE THE LANDSCAPE ARCHITECT WILL RECOMMEND ACCEPTANCE OF THE CONSTRUCTION CONTRACT BY THE OWNER. 2. PLANT ESTABLISHMENT PERIOD WILL BE EXTENDED BEYOND THE SPECIFIED PERIOD WHEN PLANTINGS HAVE NOT REACHED ESTABLISHMENT IN ACCORDANCE WITH THE SPECIFICATIONS. ANY DECISIONS REGARDING ADEQUACY OF PLANT ESTABLISHMENT SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. 3. PRIOR TO COMPLETION OF THE ESTABLISHMENT PERIOD, GROUND COVERS AND TURF GRASSES SHALL CONSIST OF A UNIFORM COVER WHERE A MINIMUM OF 80 PERCENT OF THE SEED GERMINATION PERCENTAGE CERTIFIED BY THE SEED SUPPLIER HAS GERMINATED AND PRESENTS A HEALTHY, VIGOROUS COLOR AND SHALL EXHIBIT GROWTH TO A MINIMUM OF ONE INCH IN HEIGHT. 4. GROUND COVERS PLANTED FROM FLATS AND ROOTED CUTTINGS SHALL NOT EXHIBIT DIE-BACK AT COMPLETION OF THE ESTABLISHMENT PERIOD. 5. TREES AND SHRUBS AT COMPLETION OF THE ESTABLISHMENT PERIOD SHALL NOT SHOW DIE-BACK. 6. ANY SEEDED AREA, WHICH HAS NOT DEVELOPED ACCEPTABLY IN JUDGMENT OF THE LANDSCAPE ARCHITECT, SHALL BE RESEEDED BY THE CONTRACTOR. NO COMPENSATION SHALL BE MADE FOR RESEEDING AREAS WHERE SEED HAS NOT GERMINATED AND GROWN. 7. SHRUBS AND TREES, WHICH ARE DEAD OR SHOW EVIDENCE OF DIE-BACK SHALL BE REPLACE BY THE CONTRACTOR WITH NEW, VIGOROUS, AND HEALTHY PLANTS. B. MAINTENANCE: 1. THE CONTRACTUAL MAINTENANCE PERIOD SHALL EXTEND FOR 90 CALENDAR DAYS FROM THE DATE OF ACCEPTANCE OF THE CONSTRUCTION CONTRACT BY THE OWNER. 2. DURING THE SPECIFIED MAINTENANCE PERIOD THE PROJECT WILL BE MADE AVAILABLE FOR THE OWNER'S USE. THE CONTRACTOR SHALL CONDUCT HIS MAINTENANCE OPERATIONS IN SUCH A MANNER AS TO MINIMIZE INCONVENIENCE TO THE OWNER. 3. IT IS THE INTENT OF THIS SECTION TO PROVIDE A LEVEL OF MAINTENANCE THAT WILL PRESENT A PLEASING AND DESIRABLE APPEARANCE AT ALL THE TIMES. 4. TURF MAINTENANCE: a. MOW ALL TURF AREAS WEEKLY, OR AS NEEDED TO MAINTAIN THE HEIGHT AS SPECIFIED. THE BORDERS SHALL BE NEATLY EDGED. TRIM TURF AROUND SPRINKLER HEADS AS NEEDED TO MAXIMIZE WATER COVERAGE. REMOVE ALL CUTTINGS. b. MOW TURF TO THE FOLLOWING MINIMUM HEIGHTS: 1. 1-3/4" (OCTOBER THROUGH MAY) 2. 2-1/4" (JUNE THROUGH SEPTEMBER) c. IRRIGATE TURF AS NECESSARY TO MAINTAIN PROPER GROWTH RATE AND OPTIMUM APPEARANCE. d. MAINTAIN TURF AREAS IN A WEED-FREE CONDITION. APPLY A PRE-EMERGENT CRABGRASS CONTROL TO ALL TURF AREAS BETWEEN FEBRUARY 15 AND APRIL 15 BEFORE SOIL EXCEEDS 45-49 DEGREES F. INITIATE CHEMICAL CONTROL OF BROADLEAF WEEDS AS REQUIRED TO MAINTAIN A WEED-FREE TURF CONDITION. e. ADJUST WATER APPLICATION TO COMPENSATE FOR CHANGES IN THE WEATHER. CONTRACTOR WILL BE RESPONSIBLE FOR DAMAGES OCCURRING DUE TO UNDER WATERING OR OVER WATERING. f. ALL REPLACEMENTS SHALL BE MADE WITH ORIGINAL TYPE MATERIAL OR ALTERNATIVES APPROVED BY LANDSCAPE ARCHITECT. g. REPAIR OR REPLACEMENT OF EQUIPMENT DAMAGED AS A RESULT OF THE CONTRACTOR'S NEGLIGENCE SHALL BE REPORTED PROMPTLY TO THE OWNER. h. ALL SYSTEMS SHALL BE OPERATIONALLY CHECKED BY THE CONTRACTOR A MINIMUM OF ONCE A WEEK. i. IRRIGATION SHALL BE ACCOMPLISHED BETWEEN 10 P.M. AND 7 A.M. IRRIGATION SCHEDULE AT OTHER TIMES SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT. 5. GENERAL MAINTENANCE: a. VEGETATION, EITHER NOW OR PREVIOUSLY EXISTING, SHALL BE PRUNED OR TRIMMED TO PREVENT OVERHANGING SIDEWALKS AT LEAST SEVEN FEET IN HEIGHT OR AT ROADWAYS AT LESS THAN FOURTEEN FEET IN HEIGHT. b. ALL OPERATIONS SHALL BE CONDUCTED SO AS TO PROVIDE MAXIMUM SAFETY TO THE PUBLIC. c. LEAVES, PAPER, WEEDS AND ANY OTHER DEBRIS SHALL BE REMOVED FROM LANDSCAPE AREAS AND DISPOSED OF OFF-SITE BY THE CONTRACTOR. d. CONTRACTOR WILL CLEAN SIDEWALKS, ROADWAYS, AND ANY OTHER AREAS AFFECTED BY HIS MAINTENANCE OPERATIONS. e. NOTIFICATION OF ALL "SPECIALTY TYPE" MAINTENANCE OPERATIONS SHALL BE GIVEN TO THE OWNER 48 HOURS PRIOR TO EACH OF THE OPERATIONS BY THE CONTRACTOR. SPECIALTY TYPE" MAINTENANCE OPERATIONS ARE DEFINED AS: FERTILIZATION, PRE-EMERGENT APPLICATIONS OF HERBICIDES, TURF AERATION, TURF DETACHING, PREVENTIVE APPLICATION OF TURF FUNGICIDE AND ANNUAL TYPE BEDDING PLANT REPLACEMENTS. f. WHENEVER HERBICIDES ARE USED, CONTRACTOR SHALL APPLY THEM WHEN AIR CURRENTS ARE STILL, TO PREVENT PESTICIDE DRIFT ONTO A JOINTING PROPERTY AND NON-TARGETED PLANTING AND TO PREVENT ANY TOXIC EXPOSURE TO PERSONS WHETHER OR NOT THEY ARE IN OR ON THE PROPERTY. g. CONTRACTOR SHALL COMPILE AND MAINTAIN "AS-BUILT" DRAWINGS OF ALL WORK INCLUDING IRRIGATION SYSTEMS AND INCLUDING ACCURATE LOCATIONS AND SERIAL NUMBERS OF ALL MAJOR COMPONENTS. A COMPLETE SET OF "AS-BUILT" DRAWN IN INK ON A REPRODUCIBLE MEDIUM SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT BEFORE ACCEPTANCE OF THE PROJECT. "AS-BUILT" SHALL BE COMPLETE AND ACCURATE TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. h. DURING THE CONTRACT PERIOD FOR CONSTRUCTION AND MAINTENANCE, THE CONTRACTOR SHALL PAY THE COST OF ALL WATER AND ELECTRICITY. REQUIRED PERMITS FOR WATER AND ELECTRICITY SHALL BE HELD IN THE NAME OF THE CONTRACTOR DURING THE CONSTRUCTION AND MAINTENANCE PERIOD. AT COMPLETION OF THE MAINTENANCE PERIOO, UTILITY BILLINGS SHALL BE TRANSFERRED TO THE NAME OF THE OWNER AND ANY PROPORTIONATE MONTHLY UTILITY BILLINGS SHALL BE PRO-RATED BASED ON METER READINGS. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT'' PLA __ _ EXP. ___ _ DATE REVIEw'ED BY: INSPECTOR DATE 1----------jf---+------------+------+---------+----+----I I 82~EET 11 CITY OF CARLSBAD I ;:::::;::::::::::::_':· ;:::::;:::::;:::::;:::::::::P:::L:::A::::NN:::l:::N:::G:::::::::D:::::lV:::l:::S::::I□=:N::::=;:::::;:::::;:::::;:::::::'.· PLANTING SPECIFICATIONS landscape ach1tecture environmental planning urban design M cCu 11 ou gh L,t... corn 3605-B Fifth Avenue San Diego, CA 92103 619.296.3150 REEF Rennovallon 2290 Cosmos Court, Carlsbad, CA 92075 l----+--1----------------1----+--l-----l-----l I APPROVED~ b,L . PLANNING ~ DATE IN!TIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL OWNBY. CHKD BY. RVWDBY. PROJECT NO LPC2023-0025 DEV2023-0060 DRAWING NO. 286-6L