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HomeMy WebLinkAboutDWG 540-8M; LPC 2023-0012; 5759 FLEET STREET LANDSCAPE IMPROVEMENTS; 01-33PROJECT SITE VICINITY CITY OF OCEANSIDE PACIFIC OCEAN /(; MAP CITY OF ENCINITAS KEY MAP C: \DRAWING FJLES\T!TLE SHEETS\XXXX,OWG 7/20/2019 CITY OF VISTA APN #: 211-022-25 LOCATION MAP NOT TO SCALE 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 ORA WINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNT( DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSE/i!VA TION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: BRAD LENAHAN ~Ji);-- PHONE NO: (. 6 19 ) 32S-,.W9el\ / -,.,.,:;;.;;,..- REG!SmA TION NO: 4470 EXP/RATION DA TE: DATE: f7/B/J1: . . 03 I 31 / 24 --------- 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 & WAJER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENI SE OF JI TER. BY: BRAD LENAHAN \ y~ DATE: SIGNED UNDER PENAL TY OF PE JU '---' PHONE NO: ( ~) =3=2_5-_1_99 ______ _ REGISTRATION NO: _4_4_70 ____ EXP/RAT/ON DA TE: 03 I 31 / 24 BACKFLOW PREVENTER TESTING: --- ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESJEO BY A CERTIFIED 1ES1ER AND RESULTS MUST BE GIVEN TO THE CITY ANO THE CARLSBAD MUNICIPAL WA7ER DISTRICT. PIPE BETWEEN THE ME7ER AND BACKFLOW PREVENTER SHALL BE ·scHEDULE K HARO COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND BY CALLING (442) 339-2722. INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR THE LANDSCAPE ARCHITECT OF WORK'S DESIGNATED AGENT. REFER TO THE SPECIF/CATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTAL$. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMlmNG THE ·cERTIFICA TION OF COMPLETION" FORM. E-MAIL THE FORM TO: bp@dugmoredesignstudio.com. TO MAKE A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY, CALL (760) 436-7327. IT HAS BEEN DEJERMINED THAT DEHQ WILL NOT BE REQUIRED TO REVIEW THE PLANS FOR THIS PROJECT. ONCE PLANS ARE APPROVED, PLEASE CONTACT MICHAEL ESPUDO WITH CMIID PRIOR TO BEGINNING CONSTRUCTION. MICHAEL ESPUDO -E-MAIL:M/CHAEL.ESPUOO@CARLSBADCA.GOV; PHONE NUMBER: (760)802-7768 CMIID WILL OVERSEE WORK ON SITE RELA TEO TO CONNECTIONS TO THE MAINLINE. /RR/GA 710N AS-BUILT PLANS WILL ALSO BE REQUIRED. L T101 -TITLE SHEET DIG 1 F,RT DIAL TOLL FREE , .• 811 1 '· UNDERGROUND ~~ SERVICE ALERT OF SOITTHERN ATLEASTTWO CALIFORNIA DAYS BEFORE YOU DIG ~C4Pt ~~I) LE"4~-4~ ~ (,I) '1-\"A. " B ::; / I ~"'-~ ... ....., '~A., 4. DATE INITIAL DRAWING INDEX: SHEET TITLE SHEET NUMBER TITLE SHEET L T/01 01 /RR/GA TION PLANS L/101 -L/110 02 -11 IRRIG. LEGEND & NOTES L/201 12 IRRIGATION DETAILS L/301 13 /RR/GA TION SPECS L/401 -L/402 14 -15 PLANTING PLANS LP/01 -LP110 16 -25 PLANTING LEGEND & NOTES LP200 26 PLANTING DETAILS LP301 27 PLANTING SPECIF/CATIONS LP401 -LP405 28 -32 HYDROZONE PLAN LL100 33 TOTAL NUMBER or SHEETS 33 PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROJECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. BUILDING PERMIT: A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTION OF THESE PLANS REQUIRING A BU/WING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND /RR/GA TION ONLY. PRIOR TO OCCUPANCY AND SECURITY RELEASE: THE LANDSCAPE ARCHIJECT OF WORK SHALL REVIEW AND INSPECT THE PROJECT AND PROVIDE A CERT/FICA TION LETJER, /RR/GA TION SCHEDULE, LANDSCAPE ANO /RR/GA TION MAIJENANCE SCHEDULE AS REQUIRED BY THE CITY WATER ORDINANCE. PRIOR TO SECURITY RELEASE: IRRIGATION AS-BUILT PLANS ARE REQUIRED TO BE SUBMITJED. SUBMITTAL OF AS-BUILT PLANS SHALL BE 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 DRAFTER CLEARLY TO THE SATISFACTION OF THE CITY. AND THE FINAL PLANS SHALL BE SUBMITJED TO THE CITY FOR THEIR KEEPING. FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. FIRE SUPPRESSION NOTES: THIS PROJECT SITE IS NOT IMMEDIAJELY ADJACENT TO "NATURAL OPEN SPACE AREAS" PER APPROVED LANDSCAPE CONCEPT PLANS NO FIRE SUPPRESSION PLANS ARE REQUIRED. CONSTRUCTION NOTES: CONSTRUCTION SPECIF/CATIONS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR AS ARCHITEcrs SUPPLEMENTAL INFORMATION. APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 RCE EXP. DATE REVIE\./ED BY, INSPECTOR DATE I 5O1T II CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: 5759 FLEET STREET LANDSCAPE IMPROVEMENTS PHASE 2 I APPROVED:~#~ PLANNING 3 /11 /2,4 DATE INITIAL DATE INITIAL DWN BY: ~••• LPC2023~0012 DRAWING NO. ~ NORTH ~ n: ~~ ,V~""-H•"'~ CHKD BY: AF o,-CA\.. \'it REVISION DESCRIPTION 540-8M DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: BL DEV2022-0215 Expiration Date: I I EXISTING 2" IRRIGATION MAINLINE & WIRE--.... PATH TO REMAIN; PROTECT-IN-PLACE C: \DRAWING FILES\TITLE SHEETS\XXXX.DWG 7/20/2019 EXISTING SHRUB SPRAY IRRIGATION ...._,,Fv,,c•,/·•·v'./',/'•J'./¾.,,,_,.v·,./ OPERATED BY VALVE A7 TO BE PROTECTED IN PLACE FOR CONTINUED FUTURE OPERATION; REFER EXISTING IRRIGATION NOTES; TYPICAL EXISTING REMOTE CONTROL VALVE "AT' TO REMAIN; PROTECT-IN-PLACE A7 EXST EXST EXST EXST EXST EXST EXST \ ,,--EXISTING DAMAGED RECYCLED WATER WARNING SIGN TO BE REMOVED AND REPLACED WITH NEW RECYCLED WATER WARNING SIGN, FINAL LOCATION TO BE CONFIRMED WITH LANDSCAPE ARCHITECT AND/OR CMWD INSPECTOR PRIOR TO INSTALLATION sweeney + asr::or.::iates 1RH.JGATION DESIGN AND CONSUlTlNG ,, info(!i!swc,on.-,yJsct< rnn-t· l71<l) s,_;,: l)t,_",i; ,.., www __ sv1t,cn,cy;as\cc~-~<rm ;f (714) c\38•□4SG '" IRRIGATION NOTES NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL NOTEB: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK NOTEC: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK NOTED: AS BUILT DRAWINGS WERE NOT AVAILABLE DURING THE PRODUCTION OF THESE IRRIGATION DRAWINGS. EXACT MAINLINE AND WIRE ROUTING THROUGHOUT THE SITE IS UNKNOWN AND THE RECONNECTION LOCATIONS SHOWN ON THE PLAN ARE ASSUMPTIONS MADE BY THE DESIGNER BASED ON THE EXISTING IRRIGATION VALVE LOCATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE THE EXACT MAINLINE AND WIRE RECONNECTION LOCATIONS IN THE FIELD AND ENSURE ALL EXISTING VALVES LOCATED INSIDE AND OUTSIDE THE LIMIT OF WORK REMAIN CONNECTED TO THE IRRIGATION SUPPLY LINE AND CONTROL WIRES FOR FUTURE USE. NOTEE: ALL WORK IS TO BE REVIEWED IN THE FIELD BY CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND MUST ADHERE TO BOTH CMWD AND SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH AND QUALITY STANDARDS FOR RECYCLED WATER IRRIGATION. PROJECT APPLICANT MUST CONTACT CMWD PRIOR TO STARTING CONSTRUCTION TO SCHEDULE A REVIEW WITH CMWD. NOTEF: ANY NEW IRRIGATION MAINLINE AND ALL NEW IRRIGATION VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS CONNECTION TEST AS PERFORMED BY CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH AND QUALITY (DEHQ). NEW IRRIGATION MAINLINE AND IRRIGATION VALVES SHALL NOT BE CONNECTED TO THE EXISTING RECYCLED WATER IRRIGATION MAINLINE UNTIL APPROVED BY CMWD AND DEHQ. NOTEG: ANY NEW PVC PRESSURIZED MAINLINE SHALL BE CL315 PVC FOR SIZES 2" OR LARGER AND SCH. 40 PVC FOR SIZES 1-1/2" OR SMALLER. NOTE H: PRIOR TO STARTING WORK, CONTRACTOR SHALL CONTACT CARLSBAD MUNICIPAL WATER DISTRICTS CROSS-CONNECTION DEPARTMENT TO SCHEDULE LANDSCAPE IRRIGATION FIELD INSPECTIONS. KEY MAP EXISTING IRRIGATION NOTES NOTE 1: CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE. NOTE2: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL. NOTE 3: ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHALL BE RECONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. NOTE4: CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND SHALL CONFIRM THAT SAID CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE ANY ADJUSTED AND ALL PROPOSED IRRIGATION SYSTEM MODIFICATIONS. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE SHOULD ANY DISCREPANCIES BE NOTED. NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO LESS THAN 100% OF HEAD RADIUS COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE6: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE7: CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK AND AGAIN PRIOR TO COMMENCING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S REPRESENTATIVE. NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH. 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THAN 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR. WHEN PIPE SIZE IS NOT AVAILABLE USE 6" SLEEVING MATERIAL. CONFIRM CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION. NOTE9: EXISTING IRRIGATION IN THIS AREA SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF NECESSARY. NOTE 10: CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. CONTRACTOR SHALL REFER TO ARBORIST REPORT FOR ADDITIONAL PRECAUTIONS REQUIRED FOR THE EXISTING TREES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NOTE 11: CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING BACKFLOW DEVICE AND TESTING FOR PROPER OPERATION. SHOULD BACKFLOW DEVICE BE INOPERABLE OR NOT IN PLACE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF SAID BACKFLOW DEVICE. CONFIRM ANY DISCREPANCIES WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE 12: CONTRACTOR SHALL ADD CHECK VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE. NOTTO SCALE APPROVED F"OR /RR/GA T/ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING AREA. 11 AS BUIL T 11 RCE __ _ EXP, ___ _ DATE REV!Ev/ED BY: INSPECTOR DATE I SH2EET 11 CITY OF CARLSBAD >------+----+-------------------+-----+---+----+---t . PLANNING DIVISION l----+---+-------------------+---+---+---+----1 1-------+----+-------------------+-----+---+----+----1 LANDSCAPE IMPROVEMENT PLANS FOR: 1---------+--+---------------+---1---1----1----1 5759 FLEET STREET LANDSCAPE IMPROVEMENTS I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN 1 ----:a~;:::----4"'--t--+--------------f---+-+---!----I PHASE 2 v-_"-'SCApt: 0 5' 10' 20' 9 b ~ II • -~ NORTH 0 LE~,y_/~ I!, /'A•-• i1'\":A " ~~r "' -11 ,C"J ~ /C '"' .. ~ .. ~-'-' ' -·-1:-;,_ ... """?'--0,p· .3'"31"" ~ OF' CA'i..\'v Expiration Date: 1-------1-----1----------------+----+--+---+----i I APPROVE~ 4/0. _ , -;(,, {z; I _PLANNING '7 _ 1--~D~ATE~+-l~Nl"'TI~Alc-1-------------------l---+---+----+-----I ::;D::;W::;N::::;B::;Y=:=~::;A~M~===:;-;:rl:::,P:::,C:::,2:::,0:::,2:::,3=--=-0:::.0=1-=2-=-=-=-=-=-=-=~-;=D=R=A=W=IN=G=N=O::::. DATE INITIAL DATE INITIAL CHKD BY: =A,...F__ 0 DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: BL DEV2022-0215 54 -8M "-'-'-'-'='-"--'-'--'===-l II EXISTING 2" IRRIGATION MAINLINE & WIRE-~ PATH TO REMAIN; PROTECT-IN-PLACE , \ C: \DRA'MNG FILES\ TITLE SHEETS\XXXX.DWG 7/20/2019 EXISTING SHRUB SPRAY IRRIGATION-- OPERATED BY VALVE A11 TO BE PROTECTED IN PLACE FOR CONTINUED •• FUTURE OPERATION; REFER EXISTING IRRIGATION NOTES; 1YPICAL EXISTING REMOTE CONTROL VALVE "A11" TO REMAIN; PROTECT-IN-PLACE A 11 EXST EXST EXST EXST EXST EXST EXST sweeney + associates IRRIGATION DESIGN AND CONSULTING 321 Rilmpart Stre,et, Su,t~ 209 o,an~e, Ca 'J:2868 c'. i~fo@sw~,n,"/<<SH:( rom ."' (714) 938 0~56 w www sweeneyassoc.com f; (714) 938-0456 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT LISE OF WATER IN THE IRRIGATION DESIGN PLAN - ~ NORTH IRRIGATION NOTES NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTEB: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK NOTEC: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTED: AS BUILT DRAWINGS WERE NOT AVAILABLE DURING THE PRODUCTION OF THESE IRRIGATION DRAWINGS. EXACT MAINLINE AND WIRE ROUTING THROUGHOUT THE SITE IS UNKNOWN AND THE RECONNECTION LOCATIONS SHOWN ON THE PLAN ARE ASSUMPTIONS MADE BY THE DESIGNER BASED ON THE EXISTING IRRIGATION VALVE LOCATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE THE EXACT MAINLINE AND WIRE RECONNECTION LOCATIONS IN THE FIELD AND ENSURE ALL EXISTING VALVES LOCATED INSIDE AND OUTSIDE THE LIMIT OF WORK REMAIN CONNECTED TO THE IRRIGATION SUPPLY LINE AND CONTROL WIRES FOR FUTURE USE. NOTEE: ALL WORK IS TO BE REVIEWED IN THE FIELD BY CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND MUST ADHERE TO BOTH CMWD AND SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH AND QUALITY STANDARDS FOR RECYCLED WATER IRRIGATION. PROJECT APPLICANT MUST CONTACT GMWD PRIOR TO STARTING CONSTRUCTION TO SCHEDULE A REVIEW WITH CMWD. NOTE F: ANY NEW IRRIGATION MAINLINE AND ALL NEW IRRIGATION VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS CONNECTION TEST AS PERFORMED BY CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH AND QUALITY (DEHQ). NEW IRRIGATION MAINLINE AND IRRIGATION VALVES SHALL NOT BE CONNECTED TO THE EXISTING RECYCLED WATER IRRIGATION MAINLINE UNTIL APPROVED BY CMWD AND DEHQ. NOTEG: ANY NEW PVC PRESSURIZED MAINLINE SHALL BE CL315 PVC FOR SIZES 2" OR LARGER AND SCH. 40 PVC FOR SIZES 1-1/2" OR SMALLER NOTE H: PRIOR TO STARTING WORK, CONTRACTOR SHALL CONTACT CARLSBAD MUNICIPAL WATER DISTRIC1'S CROSS-CONNECTION DEPARTMENT TO SCHEDULE LANDSCAPE IRRIGATION FIELD INSPECTIONS. KEY MAP EXISTING IRRIGATION NOTES NOTE 1: CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE. NOTE2: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGE DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL NOTE 3: ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHAL BE RECONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. NOTE4: CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND SHALL CONFIRM THAT SAID CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE ANY ADJUSTED AND ALL PROPOSED IRRIGATION SYSTEM MODIFICATIONS. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE SHOULD ANY DISCREPANCIES BE NOTED. NOTE 5: CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO LESS THAN 100% OF HEAD RADIUS COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE 6: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF Al EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE 7: CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK AND AGAIN PRIOR TO COMMENCING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S REPRESENTATIVE. NOTE8: CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF All SCH. 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THA 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR. WHEN PIPE SIZE IS NOT AVAILABLE USE 6" SLEEVING MATERIAL CONFIRM CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION. NOTE9: EXISTING IRRIGATION IN THIS AREA SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AND MAKE AD.JUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM TO MEET THE NEW LANDSCAP CONDITION IF NECESSARY. NOTE 10: CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. CONTRACTOR SHALL REFER TO ARBORIST REPORT FOR ADDITIONAL PRECAUTIONS REQUIRED FOR THE EXISTING TREES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NOTE 11: CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING BACKFLOW DEVICE AND TESTING FOR PROPER OPERATION. SHOULD BACKFLOW DEVICE BE INOPERABLE OR NOT IN PLACE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF SAID BACKFLOW DEVICE. CONFIRM ANY DISCREPANCIES WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE 12: CONTRACTOR SHALL ADD CHECK VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE. NOTTO SCALE APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA, 11 AS BUILT'' RCE __ _ EXP,----DATE REV!Ew'ED BY, INSPECTOR DATE l-----+---t------------t--+-----+----t-----l I SH3EET 11 CITY OF CARLSBAD I . PLANNING DIVISION . 1----+------,e-------------------t----t---1----1-----t ;::L=AN~o==s==cAP~E;:=l;M==P==R==o==VE==M=;:;EN;T;:=P;LA=;N;S=;F==o==R=: ======~ 5759 FLEET STREET LANDSCAPE IMPROVEMENTS PHASE 2 1----1-----+-----------+---+---+--+-----t I APPROVED~ ,uO ,, .__. .PLANNING d DATE INITIAL DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL DWN BY: CHKD BY: =Ae--F __ RVWD BY: BL LPC2023 0012 DEV2022-0215 DRAWING NO. 540-8M EXISTING SHRUB SPRAY IRRIGATION-=~~- OPERATED BY VALVE A10 TO BE PROTECTED IN PLACE FOR CONTINUED FUTURE OPERATION; REFER EXISTING IRRIGATION NOTES; TYPICAL EXISTING IRRIGATION MAINLINE FROM POINT OF CONNECTION AND COMMON+ PILOT\ WIRES FROM CONTROLLER ARE TO BE PROTECTED-IN-PLACE FOR CONTINUED FUTURE OPERATION; REFER TO FLEET STREET PHASE-1 IRRIGATION PLAN (DWG-540-BL I LPC2022-0028) FOR FURTHER INFORMATION; TYPICAL 'K, \ I EXISTING RECYCLED WATER WARNING SIGN TO BE PROTECTED-IN-PLACE :\·"1.'li!fll'l'"" .• • .• , ,,. EXISTING 2" IRRIGATION MAINLINE & WIRE~ PATH TO REMAIN; PROTECT-IN-PLACE \ . EXISTING REMOTE CONTROL VALVE "A10" TO REMAIN; PROTECT-IN-PLACE A10 EXST EXST EXST EXST EXST EXST EXST ~;uJeeney + asstJciates IRRIGATION DESIGN AND CONSULTING OrJnge, Ca 92863 e u,foo',~w,C'2";1'<'/<SS0(.(01\1 L 1/J1)i 933·0'1'.>b w: ;ow,•,_,w.,er,ey~sso,· en,-,, 'i: (714) 938-0456 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN C: \DRAWING FILES\ TllLE SHEETS\XXXX.DWG 7/20/2019 s: ~ () :r: r -z m en m m en :r: m m -I r ffi NORTH IRRIGATION NOTES NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTEB: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTEC: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLE RS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTED: AS BUILT DRAWINGS WERE NOT AVAILABLE DURING THE PRODUCTION OF THESE IRRIGATION DRAWINGS. EXACT MAINLINE AND WIRE ROUTING THROUGHOUT THE SITE IS UNKNOWN AND THE RECONNECTION LOCATIONS SHOWN ON THE PLAN ARE ASSUMPTIONS MADE BY THE DESIGNER BASED ON THE EXISTING IRRIGATION VALVE LOCATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE THE EXACT MAINLINE AND WIRE RECONNECTION LOCATIONS IN THE FIELD AND ENSURE ALL EXISTING VALVES LOCATED INSIDE AND OUTSIDE THE LIMIT OF WORK REMAIN CONNECTED TO THE IRRIGATION SUPPLY LINE AND CONTROL WIRES FOR FUTURE USE. NOTEE: ALL WORK IS TO BE REVIEWED IN THE FIELD BY CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND MUST ADHERE TO BOTH CMWD AND SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH AND QUALITY STANDARDS FOR RECYCLED WATER IRRIGATION. PROJECT APPLICANT MUST CONTACT CMWD PRIOR TO STARTING CONSTRUCTION TO SCHEDULE A REVIEW WITH CMWD. NOTEF: ANY NEW IRRIGATION MAINLINE AND ALL NEW IRRIGATION VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS CONNECTION TEST AS PERFORMED BY CARLSBAD MUNICIPAL WATER DISTRICT (CMWD)AND SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH ANO QUALITY (DEHQ). NEW IRRIGATION MAINLINE AND IRRIGATION VALVES SHALL NOT BE CONNECTED TO THE EXISTING RECYCLED WATER IRRIGATION MAINLINE UNTIL APPROVED BY CMWD AND DEHQ. NOTEG: ANY NEW PVC PRESSURIZED MAINLINE SHALL BE CL315 PVC FOR SIZES 2" OR LARGER AND SCH. 40 PVC FOR SIZES 1-1 /2" OR SMALLER. NOTEH: PRIOR TO STARTING WORK, CONTRACTOR SHALL CONTACT CARLSBAD MUNICIPAL WATER DISTRICT'S CROSS-CONNECTION DEPARTMENT TO SCHEDULE LANDSCAPE IRRIGATION FIELD INSPECTIONS. KEY MAP EXISTING IRRIGATION NOTES NOTE 1: CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE. NOTE2: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGE DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL. NOTE3: ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHAL BE RECONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. NOTE4: CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND SHALL CONFIRM THAT SAID CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE ANY ADJUSTED AND ALL PROPOSED IRRIGATION SYSTEM MODIFICATIONS. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE SHOULD ANY DISCREPANCIES BE NOTED. NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO LESS THAN 100% OF HEAD RADIUS COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE6: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF AL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE 7: CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK AND AGAIN PRIOR TO COMMENCING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S REPRESENTATIVE. NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH. 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THA 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR. WHEN PIPE SIZE IS NOT AVAILABLE USE 6" SLEEVING MATERIAL. CONFIRM CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION. NOTE 9: EXISTING IRRIGATION IN THIS AREA SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM TO MEET THE NEW LANDSCAP CONDITION IF NECESSARY. NOTE 10: CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. CONTRACTOR SHALL REFER TO ARBORIST REPORT FOR ADDITIONAL PRECAUTIONS REQUIRED FOR THE EXISTING TREES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NOTE 11: CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING BACKFLOW DEVICE AND TESTING FOR PROPER OPERATION. SHOULD BACKFLOW DEVICE BE INOPERABLE OR NOT IN PLACE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF SAID BACKFLOW DEVICE. CONFIRM ANY DISCREPANCIES WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE 12: CONTRACTOR SHALL ADD CHECK VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE. NOTTO SCALE APP RO VEO FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 RCE __ _ EXP. ___ _ DATE REVIEw'ED BY: INSPECTOR DATE r----+--+------------+---+---+--f------l I SH4EET 11 CITY OF CARLSBAD j :======~· ==========P=L=A=N=N=IN=G=D=IV=l=Sl=O=N=====~· 1----+------<------------------+----+---1-----1------.1 LANDSCAPE IMPROVEMENT PLANS FOR: t----+----t--------------+---+---tf-----+----1 5 759 FLEET STREET LANDSCAPE IMPROVEMENTS t-----+--+---------------+---+---t----+---1 PHASE 2 1----+---+---------------+---+----+---+----I I APPROVED::&:: -¥Cl: .. ,, _PLANNING ""7 DA TE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: ~A=IM~- CHKD BY: ~AF;--_ LPC2023-0012 RVWD BY: BL DEV2022-0215 L!.'2~--='-~=====-.l ~111h4 I DRAWING NO. 540-8M I I I ~ I I I ./ I ' '-~ ID !!ti ~ C: \DRAWING FILES\ llllE SHEETS\XXXX.DWG 7/20/2019 \ \ I\··,_ • AB \. ' ' '·· --~ ,,,,--•-' EXISTING SHRUB SPRAY IRRIGATION-...._ OPERATED BY VALVE A13 TO BE PROTECTED IN PLACE FOR CONTINUED FUTURE OPERATION; REFER EXISTING IRRIGATION NOTES; TYPICAL A11 EXST EXST EXST EXST EXST EXST EXST EXISTING 2" IRRIGATION MAINLINE & WIRE PATH TO REMAIN; PROTECT-IN-PLACE EXISTING REMOTE CONTROL VALVE "A13" TO REMAIN; PROTECT-IN-PLACE A13 EXST EXST EXST ------' . -____ ., -----·-·--·-------- EXST EXST EXST EXST . \ ·:, ,-" ><:~ -".\ ~ NORTH IRRIGATION NOTES NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTEC: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTED: AS BUILT DRAWINGS WERE NOT AVAILABLE DURING THE PRODUCTION OF THESE IRRIGATION DRAWINGS. EXACT MAINLINE AND WIRE ROUTING THROUGHOUT THE SITE IS UNKNOWN AND THE RECONNECTION LOCATIONS SHOWN ON THE PLAN ARE ASSUMPTIONS MADE BY THE DESIGNER BASED ON THE EXISTING IRRIGATION VALVE LOCATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE THE EXACT MAINLINE AND WIRE RECONNECTION LOCATIONS IN THE FIELD AND ENSURE ALL EXISTING VALVES LOCATED INSIDE AND OUTSIDE THE LIMIT OF WORK REMAIN CONNECTED TO THE IRRIGATION SUPPLY LINE AND CONTROL WIRES FOR FUTURE USE. NOTE E: ALL WORK IS TO BE REVIEWED IN THE FIELD BY CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND MUST ADHERE TO BOTH CMWD AND SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH AND QUALITY STANDARDS FOR RECYCLED WATER IRRIGATION. PROJECT APPLICANT MUST CONTACT CMWD PRIOR TO STARTING CONSTRUCTION TO SCHEDULE A REVIEW WITH CMWD. NOTE F: ANY NEW IRRIGATION MAINLINE AND ALL NEW IRRIGATION VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS CONNECTION TEST AS PERFORMED BY CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH AND QUALITY (DEHQ). NEW IRRIGATION MAINLINE AND IRRIGATION VALVES SHALL NOT BE CONNECTED TO THE EXISTING RECYCLED WATER IRRIGATION MAINLINE UNTIL APPROVED BY CMWD AND DEHQ. NOTE G: ANY NEW PVC PRESSURIZED MAINLINE SHALL BE CL315 PVC FOR SIZES 2" OR LARGER AND SCH. 40 PVC FOR SIZES 1-112" OR SMALLER. NOTEH: PRIOR TO STARTING WORK, CONTRACTOR SHALL CONTACT CARLSBAD MUNICIPAL WATER DISTRIcrs CROSS-CONNECTION DEPARTMENT TO SCHEDULE LANDSCAPE IRRIGATION FIELD INSPECTIONS. sweeney + associates IRRIGATION DESIGN AND CONSULTING 321 Rampart Street, Suite 209 Orange, Ca 92868 ~: info,:pswee~cy~.ssoccom it· 1714) 938 0456 w, w¾w.swe€f1ey;assoc.com !f. 1714) 938·0456 I hAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN KEY MAP EXISTING IRRIGATION NOTES NOTE 1: CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE. NOTE2: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGE DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL. NOTE3: ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHAL BE RECONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. NOTE4: CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND SHALL CONFIRM THAT SAID CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE ANY ADJUSTED AND ALL PROPOSED IRRIGATION SYSTEM MODIFICATIONS. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE SHOULD ANY DISCREPANCIES BE NOTED. NOTE 5: CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO LESS THAN 100% OF HEAD RADIUS COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE6: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF AL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE?: CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK AND AGAIN PRIOR TO COMMENCING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S REPRESENTATIVE. NOTE8: CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH. 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THA 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR. WHEN PIPE SIZE IS NOT AVAILABLE USE 6" SLEEVING MATERIAL. CONFIRM CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION. NOTE9: EXISTING IRRIGATION IN THIS AREA SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM TO MEET THE NEW LANDSCAP CONDITION IF NECESSARY. NOTE 10: CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. CONTRACTOR SHALL REFER TO ARBORIST REPORT FOR ADDITIONAL PRECAUTIONS REQUIRED FOR THE EXISTING TREES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NOTE 11: CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING BACKFLOW DEVICE AND TESTING FOR PROPER OPERATION. SHOULD BACKFLOW DEVICE BE INOPERABLE OR NOT IN PLACE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF SAID BACKFLOW DEVICE. CONFIRM ANY DISCREPANCIES WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE 12: CONTRACTOR SHALL ADD CHECK VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE. NOTTO SCALE APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING ARt~A. 11 AS BUIL T 11 RCE __ _ EXP, ___ _ DATE REV!EvJED BY, INSPECTOR DATE t------+--+-------------1---+-----t--t-----l I SH5EET 11 CITY OF CARLSBAD I _ PLANNING DIVISION _ ;::LAN=::::::D::::S::::C::,,AP:;:E;::=l:::M::::P::::R=o::;VE::::M:::;::EN====T=P==L=A=N==s==F=o==R=: ======~ 5759 FLEET STREET LANDSCAPE IMPROVEMENTS PHASE 2 t----t----t--------------+---+-----t------+-----11 APPROVED: L 4'~ _PLANNING ~ DATE INITIAL DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL DWN BY: _,_u==-""-- CHKD BY: ;cA,-F __ RVWD BY: BL LPC2023-0012 DEV2022-0215 DRAWING NO. 540-8M y"....J 1-w w I U) w w U) w z ....J I (.) ~ ~ C: \ORA.WING FILE5\llll.E SHEETS\XXXX.OWG 7/20/2019 EXISTING REMOTE CONTROL VALVE "A17" TO REMAIN; PROTECT-IN-PLACE ,------EXISTING SHRUB SPRAY IRRIGATION OPERATED BY VALVE A17 TO BE PROTECTED IN PLACE FOR CONTINUED FUTURE OPERATION; REFER EXISTING IRRIGATION NOTES; TYPICAL A7 EXST EXST EXST EXST EXST EXST EXST ~-THE LOCATION OF THE EXISTING VALVE(S) \ THAT OPERA TE IRRIGATION IN THIS AREA ARE UNKNOWN, CONTRACTOR SHALL FIELD VERIFY LOCATION(S) OF EXISTING VALVE(S) PRIOR TO STARTING WORK AND PROTECT-IN-PLACE FOR CONTINUED FUTURE OPERATION; REFER TO NOTE "D"; TYPICAL - \ c-,7,-;::_~ . -✓-< 'y·X.;<,/, • ~<:_, ' . ' ' ",/'J',/, ' ' ' ,/•J,/,,', X ,. ;/' ,, ""flll'lii: V ~p-_, ~;~ -' _f_ r--EXISTING DAMAGED RECYCLED WATER WARNING SIGN TO BE REMOVED AND REPLACED WITH NEW RECYCLED WATER WARNING SIGN, FINAL LOCATION TO BE CONFIRMED WITH LANDSCAPE ARCHITECT AND/OR CMWD INSPECTOR PRIOR TO INSTALLATION st1Jeeney + associates lRHIGAT!ON DESIGN AND CONSULTJNG 321 Rampart tt•eet, $-\tite 2.09 Oronge, C<t 923&8 e; ,nfc,jji,weeaeya,,0~ UPT ce ,·71,\'1 031>-CHSC w, www.$weeneya~c,::,;:_com t: i71'1• Y32-t:H50 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN 0 5' 10' 20' i9 'a ~ NORTH IRRIGATION NOTES NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTES: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTEC: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLER$ AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTED: AS BUILT DRAWINGS WERE NOT AVAILABLE DURING THE PRODUCTION OF THESE IRRIGATION DRAWINGS, EXACT MAINLINE AND WIRE ROUTING THROUGHOUT THE SITE IS UNKNOWN AND THE RECONNECTION LOCATIONS SHOWN ON THE PLAN ARE ASSUMPTIONS MADE BY THE DESIGNER BASED ON THE EXISTING IRRIGATION VALVE LOCATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE THE EXACT MAINLINE AND WIRE RECONNECTION LOCATIONS IN THE FIELD AND ENSURE ALL EXISTING VALVES LOCATED INSIDE AND OUTSIDE THE LIMIT OF WORK REMAIN CONNECTED TO THE IRRIGATION SUPPLY LINE AND CONTROL WIRES FOR FUTURE USE, NOTEE: ALL WORK IS TO BE REVIEWED IN THE FIELD BY CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND MUST ADHERE TO BOTH CMWD AND SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH AND QUALITY STANDARDS FOR RECYCLED WATER IRRIGATION. PROJECT APPLICANT MUST CONTACT CMWD PRIOR TO STARTING CONSTRUCTION TO SCHEDULE A REVIEW WITH CMWD. NOTE F: ANY NEW IRRIGATION MAINLINE AND ALL NEW IRRIGATION VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS CONNECTION TEST AS PERFORMED BY CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH AND QUALITY (DEHQ). NEW IRRIGATION MAINLINE AND IRRIGATION VALVES SHALL NOT BE CONNECTED TO THE EXISTING RECYCLED WATER IRRIGATION MAINLINE UNTIL APPROVED BY CMWD AND DEHQ_ NOTEG: ANY NEW PVC PRESSURIZED MAINLINE SHALL BE CL315 PVC FOR SIZES 2" OR LARGER AND SCH. 40 PVC FOR SIZES 1-112" OR SMALLER. NOTEH: PRIOR TO STARTING WORK, CONTRACTOR SHALL CONTACT CARLSBAD MUNICIPAL WATER DISTRICT'S CROSS-CONNECTION DEPARTMENT TO SCHEDULE LANDSCAPE IRRIGATION FIELD INSPECTIONS. KEY MAP EXISTING IRRIGATION NOTES NOTE 1: CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE. NOTE2: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGE DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL. NOTE3: ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHAL BE RECONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. NOTE4: CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND SHALL CONFIRM THAT SAID CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE ANY ADJUSTED AND ALL PROPOSED IRRIGATION SYSTEM MODIFICATIONS. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE SHOULD ANY DISCREPANCIES BE NOTED. NOTE 5: CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO LESS THAN 100% OF HEAD RADIUS COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE6: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF AL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE?: CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK AND AGAIN PRIOR TO COMMENCING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S REPRESENTATIVE. NOTE 8: CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH, 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THA 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR. WHEN PIPE SIZE IS NOT AVAILABLE USE 6" SLEEVING MATERIAL. CONFIRM CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION. NOTE 9: EXISTING IRRIGATION IN THIS AREA SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM TO MEET THE NEW LANDSCAP CONDITION IF NECESSARY. NOTE 10: CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. CONTRACTOR SHALL REFER TO ARBORIST REPORT FOR ADDITIONAL PRECAUTIONS REQUIRED FOR THE EXISTING TREES, VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NOTE 11: CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING BACKFLOW DEVICE AND TESTING FOR PROPER OPERATION, SHOULD BACKFLOW DEVICE BE INOPERABLE OR NOT IN PLACE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF SAID BACKFLOW DEVICE. CONFIRM ANY DISCREPANCIES WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE 12: CONTRACTOR SHALL ADD CHECK VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE. NOTTO SCALE APPROVED roR /RR/GA T/ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING AREA. 11 AS BUIL T 11 RCE __ _ EXP, ___ _ DATE REVIE'JED BY, INSPECTOR DATE 1----+--t--------------+----+------+--+-----i I SH6EET 11 CITY OF CARLSBAD I . PLANNING DIVISION . ~L=AN::::D;;:S;;:C;::'.AP~E:::::;:IMP~R::::O::;:VE:;:::;M:;EN::::T;:::;P::::L:::AN;;:;::S ::::;F;;:O::::R;::: =====~ 5759 FLEET STREET LANDSCAPE IMPROVEMENTS PHASE 2 i------t----t--------------+--------+------+-------+-----1 I APPROVED:~ 1/ cc _PLANNING ~ DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: CHKD BY: =Ac--F __ RVWD BY: BL LPC2023 0012 DEV2022-0215 DRAWING NO. 540-8M r--0 ....- C: \DRAWING , FILES\ TITLE SHEETS\XXXX.DWG 7/20/2019 MATCHLINE SEE SHEET Ll109 \ ' ~. ' ? "'/'./'USO.: \ /'./YJV/"V'I,\ ,\ CV"'/ \\ ,Jfi'i:/'/'-,''/'/\~/",/'J'/,,'~"•c : fy:;,fJ;-1;i(-;z<$f:jjf}i:-'..'.)f•), \. 'lL''/"V'/'".)'!."-/'v/ /,/,./,/'\\• \ \ \ '<--THE LOCATION OF THE EXISTING VALVE(S) THAT OPERA TE IRRIGATION IN THIS AREA ARE UNKNOWN, CONTRACTOR SHALL FIELD VERIFY LOCATION(S) OF EXISTING VALVE(S) PRIOR TO STARTING WORK AND PROTECT-IN-PLACE FOR CONTINUED FUTURE OPERATION; REFER TO NOTE "D"; TYPICAL sweeney + associates !RR!G.ATION DES!Gi'J AND CONSULTING 321 f<ampJd 5trnP:, ~u,t<J 209 o,·.inge, c~ 92868 c, infcq~•,w~en0v~s,c~.c.:,m •t (71.~) 938-0456 ,;., www.>wt-e,·,eydS><J~.u,m ,I, (714) 938-0456 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN ffi NORTH IRRIGATION NOTES NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL NOTEB: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTEC: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTED: AS BUILT DRAWINGS WERE NOT AVAILABLE DURING THE PRODUCTION OF THESE IRRIGATION DRAWINGS. EXACT MAINLINE AND WIRE ROUTING THROUGHOUT THE SITE IS UNKNOWN AND THE RECONNECTION LOCATIONS SHOWN ON THE PLAN ARE ASSUMPTIONS MADE BY THE DESIGNER BASED ON THE EXISTING IRRIGATION VALVE LOCATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE THE EXACT MAINLINE AND WIRE RECONNECTION LOCATIONS IN THE FIELD AND ENSURE ALL EXISTING VALVES LOCATED INSIDE ANO OUTSIDE THE LIMIT OF WORK REMAIN CONNECTED TO THE IRRIGATION SUPPLY LINE AND CONTROL WIRES FOR FUTURE USE. NOTEE: ALL WORK IS TO BE REVIEWED IN THE FIELD BY CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND MUST ADHERE TO BOTH CMWD AND SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH AND QUALITY STANDARDS FOR RECYCLED WATER IRRIGATION. PROJECT APPLICANT MUST CONTACT CMWD PRIOR TO STARTING CONSTRUCTION TO SCHEDULE A REVIEW WITH CMWD. NOTE F: ANY NEW IRRIGATION MAINLINE AND ALL NEW IRRIGATION VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS CONNECTION TEST AS PERFORMED BY CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH AND QUALITY (DEHQ). NEW IRRIGATION MAINLINE AND IRRIGATION VALVES SHALL NOT BE CONNECTED TO THE EXISTING RECYCLED WATER IRRIGATION MAINLINE UNTIL APPROVED BY CMWD AND DEHQ. NOTEG: ANY NEW PVC PRESSURIZED MAINLINE SHALL BE CL315 PVC FOR SIZES 2" OR LARGER AND SCH. 40 PVC FOR SIZES 1-112" OR SMALLER. NOTE H: PRIOR TO STARTING WORK, CONTRACTOR SHALL CONTACT CARLSBAD MUNICIPAL WATER DISTRICrs CROSS-CONNECTION DEPARTMENT TO SCHEDULE LANDSCAPE IRRIGATION FIELD INSPECTIONS. KEY MAP EXISTING IRRIGATION NOTES NOTE 1: CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE. NOTE2: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGE DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL. NOTE 3: ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHAL BE RECONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. NOTE4: CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND SHALL CONFIRM THAT SAID CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE ANY ADJUSTED AND ALL PROPOSED IRRIGATION SYSTEM MODIFICATIONS. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE SHOULD ANY DISCREPANCIES BE NOTED. NOTE 5: CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO LESS THAN 100% OF HEAD RADIUS COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE 6: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF AL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE 7: CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK AND AGAIN PRIOR TO COMMENCING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S REPRESENTATIVE. NOTE 8: CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH. 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THA 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR. WHEN PIPE SIZE IS NOT AVAILABLE USE 6" SLEEVING MATERIAL. CONFIRM CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION. NOTE9: EXISTING IRRIGATION IN THIS AREA SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM TO MEET THE NEW LANDSCAP CONDITION IF NECESSARY. NOTE 10: CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. CONTRACTOR SHALL REFER TO ARBORIST REPORT FOR ADDITIONAL PRECAUTIONS REQUIRED FOR THE EXISTING TREES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NOTE 11: CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING BACKFLOW DEVICE AND TESTING FOR PROPER OPERATION. SHOULD BACKFLOW DEVICE BE INOPERABLE OR NOT IN PLACE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF SAID BACKFLOW DEVICE. CONFIRM ANY DISCREPANCIES WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE 12: CONTRACTOR SHALL ADD CHECK VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE. NOTTO SCALE APP RO VEO FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 RCE __ _ EXP. ___ _ DATE REVIE\./ED BY: INSPECTOR DATE -------:-------:-------:--:---------:-------:--:-;-::------:-71--_-_-_--+T _-_-_--+T _-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--11--_-_-_-+-r _-_-_-+-r _-_-_--+T _-_---1-,-;::::::::=::;-';::==:::::::::::;::;;::::::::::::::::::::::::::::::=:::::==::::::::======;"1 -•• ,, ,__-+----!----------+--+----+------l------ll SH7EET II CITY OF CARLSBAD I PLANNING DIVISION ,, ' 'C, ~~~~~~~~~;;;=====~ LANDSCAPE IMPROVEMENT PLANS FOR: DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 5759 FLEET STREET LANDSCAPE IMPROVEMENTS PHASE 2 APPROVED: h. 1 (, '!ili1lzA PLANNING \ DWN BY: AM LPC2023-0012 DRAWING NO. CHKD BY: AF RVWD BY:BL DEV2022-0215 540-BM I ,,\ ,?~ I I I I I C: \DRA'MNG FILES\ TITLE SHEETS\XXXX.DWG 7/20/2019 I I I I I I MATCHLINE SEE SHEET Ll108 ~-EXISTING SHRUB SPRAY IRRIGATION OPERATED BY VALVE A12 TO BE PROTECTED IN PLACE FOR CONTINUED , FUTURE OPERATION; REFER EXISTING IRRIGATION NOTES; TYPICAL EXISTING REMOTE CONTROL VALVE "A12" TO REMAIN; PROTECT-IN-PLACE A 12 EXST EXST EXST ~-'------t----lt----t-----+---; EXST EXST EXST EXST ___,..--,-~EXISTING 2" IRRIGATION MAINLINE & WIRE PATH TO REMAIN: PROTECT-IN-PLACE (0 0 ...... -.J 1-w UJ I U) UJ w U) w z .J :c 0 ~ ~ 0 5' 10' 20' 19 11::, ~ NORTH IRRIGATION NOTES NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTEB: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTEC: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLER$ SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTED: AS BUILT DRAWINGS WERE NOT AVAILABLE DURING THE PRODUCTION OF THESE IRRIGATION DRAWINGS. EXACT MAINLINE AND WIRE ROUTING THROUGHOUT THE SITE IS UNKNOWN AND THE RECONNECTION LOCATIONS SHOWN ON THE PLAN ARE ASSUMPTIONS MADE BY THE DESIGNER BASED ON THE EXISTING IRRIGATION VALVE LOCATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE THE EXACT MAINLINE AND WIRE RECONNECTION LOCATIONS IN THE FIELD AND ENSURE ALL EXISTING VALVES LOCATED INSIDE AND OUTSIDE THE LIMIT OF WORK REMAIN CONNECTED TO THE IRRIGATION SUPPLY LINE AND CONTROL WIRES FOR FUTURE USE. NOTE E: ALL WORK IS TO BE REVIEWED IN THE FIELD BY CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND MUST ADHERE TO BOTH CMWD AND SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH AND QUALITY STANDARDS FOR RECYCLED WATER IRRIGATION. PROJECT APPLICANT MUST CONTACT CMWD PRIOR TO STARTING CONSTRUCTION TO SCHEDULE A REVIEW WITH CMWD. NOTE F: ANY NEW IRRIGATION MAINLINE AND ALL NEW IRRIGATION VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS CONNECTION TEST AS PERFORMED BY CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH AND QUALITY (DEHQ). NEW IRRIGATION MAINLINE AND IRRIGATION VALVES SHALL NOT BE CONNECTED TO THE EXISTING RECYCLED WATER IRRIGATION MAINLINE UNTIL APPROVED BY CMWD AND DEHQ. NOTEG: ANY NEW PVC PRESSURIZED MAINLINE SHALL BE CL315 PVC FOR SIZES 2" OR LARGER AND SCH. 40 PVC FOR SIZES 1-1/2" OR SMALLER. NOTEH: PRIOR TO STARTING WORK, CONTRACTOR SHALL CONTACT CARLSBAD MUNICIPAL WATER DISTRICTS CROSS-CONNECTION DEPARTMENT TO SCHEDULE LANDSCAPE IRRIGATION FIELD INSPECTIONS. KEY MAP EXISTING IRRIGATION NOTES NOTE 1: CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE. NOTE2: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGE DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL. NOTE 3: ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHAL BE RECONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. NOTE4: CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND SHALL CONFIRM THAT SAID CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE ANY ADJUSTED AND ALL PROPOSED IRRIGATION SYSTEM MODIFICATIONS. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE SHOULD ANY DISCREPANCIES BE NOTED. NOTE 5: CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO LESS THAN 100% OF HEAD RADIUS COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE6: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF AL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE 7: CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK AND AGAIN PRIOR TO COMMENCING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S REPRESENTATIVE. NOTE8: CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF All SCH. 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THA 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR. WHEN PIPE SIZE IS NOT AVAILABLE USE 6" SLEEVING MATERIAL. CONFIRM CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION. NOTE9: EXISTING IRRIGATION IN THIS AREA SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM TO MEET THE NEW LANDSCAP CONDITION IF NECESSARY. NOTE 10: CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. CONTRACTOR SHALL REFER TO ARBORIST REPORT FOR ADDITIONAL PRECAUTIONS REQUIRED FOR THE EXISTING TREES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NOTE 11: CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING BACKFLOW DEVICE AND TESTING FOR PROPER OPERATION. SHOULD BACKFLOW DEVICE BE INOPERABLE OR NOT IN PLACE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF SAID BACKFLOW DEVICE. CONFIRM ANY DISCREPANCIES WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE 12: CONTRACTOR SHALL ADD CHECK VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE. NOTTO SCALE APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 RC[ __ _ EXP. ___ _ DATE REVIEw'ED BY, INSPECTOR DATE ,__--+--+-------------+------+---+------>------I I SH8EET 11 CITY OF CARLS BAD I . PLANNING DIVISION _ 1----+-----1------------------t----t---t-----t-----1 ;;:L::;:A:;:N:;:D;S;CA:;_,P;E;:::1:;:M;:P:;:R;O:;:VE;M~EN;T;:::P:;:LAN:=:::;:;S~F::;0:;R-=. ======~ 5759 FLEET STREET LANDSCAPE IMPROVEMENTS 1----+--+----------------+----+--1----+----1 PHASE 2 I APPROVED:$: i/q ... '3 / II /z.4 PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DWN BY: LPC2023 0012 DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: AF OTHER APPROVAL CITY APPROVAL RVWD BY: BL DEV2022-0215 540-BM I _J 1-w w ::c en w w en w z _J ::c (.) ~ ~ C: \DRAW!NG FILES\ TITLE SHEETS\XXXX.DWG 7/20/2019 MATCHLINE SEE SHEET Ll109 PJ.1 EXST EXST EXST EXST EXST EXST EXST -----EXISTING 2" IRRIGATION MAINLINE & WIRE PATH TO REMAIN; PROTECT-IN-PLACE PJ.5 EXST EXST EXST EXISTING REMOTE CONTROL VALVE "A25" TO REMAIN; EXST EXST EXST EXST PROTECT-IN-PLACE ,,,---EXISTING SHRUB SPRAY IRRIGATION OPERATED BY VALVE A25 TO BE PROTECTED IN PLACE FOR CONTINUED FUTURE OPERATION; REFER EXISTING IRRIGATION NOTES; TYPICAL THE LOCATION OF THE EXISTING VALVE A20 IS KNOWN,--< CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING VALVE A20 PRIOR TO STARTING WORK AND PROTECT-IN-PLACE FOR CONTINUED FUTURE OPERATION; REFER TO NOTE "D"; TYPICAL ' ")(, "< ~~ ', / ',, ' , A", ' ,, ,< ' IX' • s" /" ' '. \ \ .• ' EXISTING RECYCLED WATER WARNING SIGN TO BE PROTECTED-IN-PLACE \ \ \ MATCHLINE SEE SHEET LI 107 sweene1::1 + assrJciates iP.RlGATION DES1GN itND CUNSULT!NG J;l1 RM1•1port Str~,-~, s.,.t, 20') o,:.oge, c~ !,2JH,l! rn'D(,J''.;W~C'"~C:'fC.•SSDC..f ".HH \· )114) (/38 0456 w: ~,::,•,.sw~~r.cy3$'""·co{f' ', /714) 9.38-0450 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN 0 5' 10' 20' '10 _, !O ~ NORTH ' IRRIGATION NOTES NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER ANO A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL NOTE B; CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTEC; THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLER$ AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLER$ SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK NOTED: AS BUILT DRAWINGS WERE NOT AVAILABLE DURING THE PRODUCTION OF THESE IRRIGATION DRAWINGS. EXACT MAINLINE AND WIRE ROUTING THROUGHOUT THE SITE IS UNKNOWN AND THE RECONNECTION LOCATIONS SHOWN ON THE PLAN ARE ASSUMPTIONS MADE BY THE DESIGNER BASED ON THE EXISTING IRRIGATION VALVE LOCATIONS. IT IS THE CDNTRACTOR'S RESPONSIBILITY TO LOCATE THE EXACT MAINLINE AND WIRE RECONNECTION LOCATIONS IN THE FIELD AND ENSURE ALL EXISTING VALVES LOCATED INSIDE AND OUTSIDE THE LIMIT OF WORK REMAIN CONNECTED TO THE IRRIGATION SUPPLY LINE AND CONTROL WIRES FOR FUTURE USE. NOTE E: ALL WORK IS TO BE REVIEWED IN THE FIELD BY CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND MUST ADHERE TO BOTH CMWD AND SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH AND QUALITY STANDARDS FOR RECYCLED WATER IRRIGATION. PROJECT APPLICANT MUST CONTACT CMWD PRIOR TO STARTING CONSTRUCTION TO SCHEDULE A REVIEW WITH CMWD. NOTEF: ANY NEW IRRIGATION MAINLINE AND All NEW IRRIGATION VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS CONNECTION TEST AS PERFORMED BY CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH AND QUALITY (DEHQ). NEW IRRIGATION MAINLINE AND IRRIGATION VALVES SHALL NOT BE CONNECTED TO THE EXISTING RECYCLED WATER IRRIGATION MAINLINE UNTIL APPROVED BY CMWD AND DEHQ. NOTEG: ANY NEW PVC PRESSURIZED MAINLINE SHALL BE CL315 PVC FOR SIZES 2" OR LARGER AND SCH. 40 PVC FOR SIZES 1-1/2" OR SMALLER. NOTE H: PRIOR TO STARTING WORK, CONTRACTOR SHALL CONTACT CARLSBAD MUNICIPAL WATER DISTRICT'S CROSS-CONNECTION DEPARTMENT TO SCHEDULE LANDSCAPE IRRIGATION FIELD INSPECTIONS. ,,,,,---THE LOCATION OF THE EXISTING VALVE(S} THAT OPERA TE IRRIGATION IN THIS AREA ARE UNKNOWN, CONTRACTOR SHALL FIELD VERIFY LOCATION(S) OF EXISTING VALVE($) PRIOR TO STARTING WORK AND PROTECT-IN-PLACE FOR CONTINUED FUTURE OPERATION; REFER TO NOTE "D"; TYPICAL KEY MAP EXISTING IRRIGATION NOTES NOTE 1: CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE. NOTE2: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGE DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL NOTE3: ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHAL BE RECONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. NOTE4: CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND SHALL CONFIRM THAT SAID CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE ANY ADJUSTED AND ALL PROPOSED IRRIGATION SYSTEM MODIFICATIONS. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE SHOULD ANY DISCREPANCIES BE NOTED. NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF All ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO LESS THAN 100% OF HEAD RADIUS COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK NOTE6: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF Al EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK NOTE7: CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK AND AGAIN PRIOR TO COMMENCING WORK VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S REPRESENTATIVE. NOTE 8: CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF All SCH. 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THA 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR. WHEN PIPE SIZE IS NOT AVAILABLE USE 6" SLEEVING MATERIAL. CONFIRM CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION. NOTE 9: EXISTING IRRIGATION IN THIS AREA SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM TO MEET THE NEW LANDSCAP CONDITION IF NECESSARY. NOTE 10: CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. CONTRACTOR SHALL REFER TO ARBORIST REPORT FOR ADDITIONAL PRECAUTIONS REQUIRED FOR THE EXISTING TREES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NOTE 11: CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING BACKFLOW DEVICE AND TESTING FOR PROPER OPERATION. SHOULD BACKFLOW DEVICE BE INOPERABLE OR NOT IN PLACE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF SAID BACKFLOW DEVICE. CONFIRM ANY DISCREPANCIES WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK NOTE 12: CONTRACTOR SHALL ADD CHECK VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE. NOTTO SCALE APPROVED roR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCA T!ON or PLANTING AREA. 11 AS BUIL T 11 RCE __ _ EXP, ___ _ DATE REVlE',,/ED BY: INSPECTOR DATE >-----+---t------------+--+----+----+-----1 I SHgEET 11 CITY OF CARLSBAD I ~==='_'·'::======P=L=A=N=N=IN=G=:::::D=IV:=IS:=l:=O=N=====:::::'. LANDSCAPE IMPROVEMENT PLANS FOR: 5759 FLEET STREET LANDSCAPE IMPROVEMENTS PHASE 2 I APPROVED:~ 4~ . 2f11/i4 I PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DWN BY: Ana LPC2023-0012 DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: AF OTHER APPROVAL CITY APPROVAL RVWD BY: BL DEV2022-0215 540-8M C> ..-..- _J ~ w w :c en w w en w z _J :c (_) ~ ~ ill' ---EXISTING TURF SPRAY IRRIGATION VALVE A22 IS TO BE REMOVED AND REPLACED WITH A NEW DRIP IRRIGATION VALVE. USE EXISTING COMMON AND PILOT WIRES FOR CONNECTING NEW REPLACEMENT VALVE TO CONTROLLER. REFER TO IRRIGATION LEGEND FOR VALVE SPECIFICATION '7:'--'-~EXISTING SHRUB SPRAY • IRRIGATION OPERATED BY VALVE A23 TO BE . PROTECTED IN PLACE FOR CONTINUED • FUTURE OPERATION; REFER EXISTING IRRIGATION NOTES; TYPICAL A22 1" 15.3 30 1,530' HZ1 DT 0.79 1,848 USING A24 EXST EXST EXST EXISTING REMOTE CONTROL VALVE "A24" TO REMAIN; EXST EXST EXST EXST PROTECT-IN-PLACE A23 EXST EXST EXST EXISTING REMOTE CONTROL VALVE "A23" TO REMAIN; EXST EXST EXST EXST PROTECT-IN-PLACE MATCHLINE SEE SHEET Ll108 IRRIGATION CONTROLLER RUN TIMES POC or Controller JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV 5.60 4.30 3.60 2.40 EX. A ETo I Month (Inches): 2.10 2.40 3.40 4.60 5.10 5.30 5.70 ETo I Day (Inches): 0.07 0.09 0.11 0.15 0.16 0.18 0.18 0.18 0.14 0.12 0.08 Irrigation Daysi Week: 2 2 3 3 4 4 4 4 3 3 2 Plant/ lrrig. Type AKc I Pr Rate I IE JAN I FEB MAR I APR MAY JUN JUL AUG SEP OCT NOV Mixed Use Shrubs 0.50 I 0.79 I 0.81 11. 1 14.1 12.0 16.8 13.5 I 14.5 15.1 14.8 I 15.7 12.7 I 13.1 DEC Total I Avg. --2.00 46.50 0.06 0.13 2 DEC 10.6 IMin./Day/Zone Drip Tubing Number of Zones: I 1 I 11.1 I 14.1 12.0 I 16.8 13.5 I 14.5 15.1 14.8 I 15.7 12.7 13.1 10.6 ITotal Min./Day Total Number of zones: I 1 11 14 '12 17 13 14 15 15 16 13 13 1 ·! Total Min./Day Total Controller Run Time in Hours: 0.19 0.23 0.20 0.28 0.22 0.24 0.25 0.25 0.26 0.21 0.22 0.18 Total Hrs./Day JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC . Note: These schedules are intended only for compliance with local municipal codes and the water efficient landscape ordinance. These calculations ..... represent the MAXIMUM REASONABLE run limes and are used to ensure that all irrigation may be completed during the specific watering window . allowed. These schedules do not include rainfall, site soil types, specicic exposures{shade versus sun), actual irrigation days, or specific siope position. It is solely the responsibility of the irrigation contractor to program the controller as required to apply the correct amount of irrigation water for the landscape. All smart controllers shall be programmed using the specified ET or weather sensing equipment, satellite provided ET data, soil moisture sensors, and rain shut off devices as required. Contractor shall provide a controller schedule inside the controller cabinet prior to final turnover of the project to the owner. WATER PRESSURE LOSS CALCULATIONS WATER METER NUMBER EXISTING WATER METER SIZE (Inches) 1.50 HYDRAULIC GRADE LINE (F1) WATER METER ELEVATION (F1) ELEVATION DIFFERENCE (F1) STATIC PRESSURE (PSI) 105.0 REMOTE CONTROL VALVE# A22 REMOTE CONTROL VALVE SIZE (In.) 100 RC V DEMAND (GPM) 15.3 TOTAL DEMAND (GPM) 15.3 HIGHEST HEAD SERVED (F1) STA TIC PRESSURE AT HIGHEST HEAD PRESSURE LOSS CALCULATION IS PROVIDED FOR THIS PROJECT ---+ BY SWEENEY & ASSOC IA TES, INC. UNAUTHORIZED USE BY ANY .. ·~ . OTHER PERSON, COMPANY OR PROJECT IS FORBIDDEN WITHOUT .,; ;; ~ ' -:--,: ,. ' ,,, ' ;c' WRITTEN PERMISSION . . SIZE (Inches) DESCRIPTION FLOW # LOSS 1.50 EXISTING WATER METER (XXXX TYPE). 15.3 2 0 40 PSI 1.50 EXISTING BACKFLOW PREVENTER (RIP TYPE) 15.3 3 13.50 PSI 1.50 FILTRATION (WYE FILTER) . 15.3 4 0.10 PSI 1.50 BFD ASSEMBLY PIPING (BRASS WI 4 ELLS) 15.3 6 0.65 PSI 1.50 EXISTING MASTER CONTROL VALVE 15.3 7 045 PSI 2.00 220 FEET OF CL. 315 EXISTING MAINLINE 15.3 11 0.45 PSI 2.00 4 -90 DEGREE ELBOWS 15.3 13 0.09 PSI 1.00 REMOTE CONTROL VALVE ASSEMBLY 15.3 14 3.00 PSI 10% LATERAL LINE LOSSES 15.3 15 3.00 PSI 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) NIA 16 0.09 PSI 0.00 ELEVATION CHANGE (P.0.C. TO HIGHEST HEAD) NIA 17 0.00 PSI TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 11-iRU #17) 18 21.7 PSI PRESSURE REQUIRED AT HEAD (OPERA TING PRESSURE) 19 30.0 PSI TOTAL PRESSURE REQUIRED (SUM OF #18 AND #19) 20 51.7 PSI STA TIC WATER PRESSURE (FROM ABOVE) 21 105.0 PSI RESIDUAL PRESSURE (SUBTRACT#20 FROM #21) 22 53.3 PSI SET PRV OR MCV AT (#20 PLUS 10 PSI) . 23 61.7 PSI PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) 24 N/A PSI ,,--EXISTING 2" IRRIGATION MAINLINE & WIRE PATH TO REMAIN; PROTECT-IN-PLACE ~-EXISTING SHRUB SPRAY IRRIGATION OPERATED BY VALVE A21 TO BE PROTECTED IN PLACE FOR CONTINUED FUTURE OPERATION; REFER EXISTING IRRIGATION NOTES; TYPICAL sweeney + associates IRRIGATION Df::S!C:lN AND CONSULTING 321 RdrllpJrt ~\'eet, Suite 209 Or3nge. Ca 92868 ~ 111l<;@;w~c--,w,,~ssu<.t<J,n I u1r,,1 938-0ASt, w· 'NV.W.~Wef'>ney~osoc ,:c;m t: (714,, 938-04~!:- I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN 0 5' 10' 20' ,C) ' ' !O ~ " " ~ ~ NORTH C: \DRA'MNG -FILES\ TlTI.E SHEETS\XXXX.DWG 7/20/2019 IRRIGATION NOTES NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTEC: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTED: AS BUILT DRAWINGS WERE NOT AVAILABLE DURING THE PRODUCTION OF THESE IRRIGATION DRAWINGS. EXACT MAINLINE AND WIRE ROUTING THROUGHOUT THE SITE IS UNKNOWN AND THE RECONNECTION LOCATIONS SHOWN ON THE PLAN ARE ASSUMPTIONS MADE BY THE DESIGNER BASED ON THE EXISTING IRRIGATION VALVE LOCATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE THE EXACT MAINLINE AND WIRE RECONNECTION LOCATIONS IN THE FIELD AND ENSURE ALL EXISTING VALVES LOCATED INSIDE AND OUTSIDE THE LIMIT OF WORK REMAIN CONNECTED TO THE IRRIGATION SUPPLY LINE AND CONTROL WIRES FOR FUTURE USE. NOTE E: ALL WORK IS TO BE REVIEWED IN THE FIELD BY CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND MUST ADHERE TO BOTH CMWD AND SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH AND QUALITY STANDARDS FOR RECYCLED WATER IRRIGATION. PROJECT APPLICANT MUST CONTACT CMWD PRIOR TO STARTING CONSTRUCTION TO SCHEDULE A REVIEW WITH CMWD. NOTEF: ANY NEW IRRIGATION MAINLINE AND ALL NEW IRRIGATION VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS CONNECTION TEST AS PERFORMED BY CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH AND QUALITY (DEHQ). NEW IRRIGATION MAINLINE AND IRRIGATION VALVES SHALL NOT BE CONNECTED TO THE EXISTING RECYCLED WATER IRRIGATION MAINLINE UNTILAPPRDVED BY CMWD AND DEHQ. NOTEG: ANY NEW PVC PRESSURIZED MAINLINE SHALL BE CL315 PVC FOR SIZES 2" OR LARGER AND SCH. 40 PVC FDR SIZES 1-112" OR SMALLER. NOTEH: PRIOR TO STARTING WORK, CONTRACTOR SHALL CONTACT CARLSBAD MUNICIPAL WATER DISTRICT'S CROSS-CONNECTION DEPARTMENT TO SCHEDULE LANDSCAPE IRRIGATION FIELD INSPECTIONS. KEY MAP EXISTING IRRIGATION NOTES NOTE 1: CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE. NOTE2: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGE DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL. NOTE 3: ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHAL BE RECONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. NOTE4: CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND SHALL CONFIRM THAT SAID CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE ANY ADJUSTED AND ALL PROPOSED IRRIGATION SYSTEM MODIFICATIONS. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE SHOULD ANY DISCREPANCIES BE NOTED. NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO LESS THAN 100% OF HEAD RADIUS COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE6: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF AL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE?: CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK AND AGAIN PRIOR TO COMMENCING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S REPRESENTATIVE. NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH. 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THA 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR. WHEN PIPE SIZE IS NOT AVAILABLE USE 6" SLEEVING MATERIAL. CONFIRM CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION. NOTE9: EXISTING IRRIGATION IN THIS AREA SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM TO MEET THE NEW LANDSCAP CONDITION IF NECESSARY. NOTE 10: CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. CONTRACTOR SHALL REFER TO ARBORIST REPORT FOR ADDITIONAL PRECAUTIONS REQUIRED FOR THE EXISTING TREES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NOTE 11: CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING BACKFLOW DEVICE AND TESTING FOR PROPER OPERATION, SHOULD BACKFLOW DEVICE BE INOPERABLE OR NOT IN PLACE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF SAID BACKFLOW DEVICE. CONFIRM ANY DISCREPANCIES WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE 12: CONTRACTOR SHALL ADD CHECK VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE. NOTTO SCALE APPROVED FOR !RR/GA T!ON ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 RCE __ _ EXP, ___ _ DATE REVIE'w'ED BY, INSPECTOR DATE l----t--+------------+---+--+--f--f----l I SH1EOET II CITY OF CARLSBAD I . PLANNING DIVISION . ~==:'.'::::============'. v,~P~ ¢7 °#Q LE"4'Y., -f1!:;; r~, ~~~ -:fJ-(' e\i,,. 3-5,JJi,,~ DA TE INITIAL OF" CA\..\~ DESIGNER OF WORK REVISION DESCRIPTION LANDSCAPE IMPROVEMENT PLANS FOR: 5759 FLEET STREET LANDSCAPE IMPROVEMENTS PHASE 2 ______ !;;:Ex~oira~t~io~n..!;;D~at~e::aa: ==L _____ _L _________________ .J...:...:,::_..:...:_..:.:...:..:.:_::_i __ ..:...:_..:...:___:__::_i..::::======:::..:=========::'..'.::====::::.J IRRIGATION POINT OF CONNECTION-- EQUIPMENT (EXISTING 1-1/2" RECYCLED WATER METER #44747417, EXISTING 1-1/2" BACKFLOW AND EXISTING 1-1/2" MASTER VALVE) ARE TO BE PROTECTED-IN-PLACE. NEW 1" FLOW SENSOR AND RECYCLED WATER CROSS CONNECTION TEST STATION ARE TO BE INSTALLED PER FLEET STREET PHASE-1 IRRIGATION PLAN. EXISTING IRRIGATION MAINLINE FROM POINT OF CONNECTION AND COMMON + PILOT WIRES FROM CONTROLLER ARE TO BE PROTECTED-IN-PLACE FOR CONTINUED FUTURE OPERATION; REFER TO FLEET STREET PHASE-1 IRRIGATION PLAN (DWG-540-SL I ,r. i LPC2022-0028) FOR FURTHER INFORMATION; TYPICAL EXISTING SHRUB SPRAY IRRIGATION ,,.: -~- OPERATED BY VALVE A24 TO BE PROTECTED IN PLACE FOR CONTINUED FUTURE OPERATION; REFER EXISTING IRRIGATION NOTES; TYPICAL _/ !. EXISTING SHRUB PGP ROTOR IRRIGATION""'<-, OPERATED BY VALVE A27 TO BE PROTECTED IN PLACE FOR CONTINUED FUTURE OPERATION; REFER EXISTING . IRRIGATION NOTES; TYPICAL EXISTING RECYCLED WATER WARNING;""•~----';-,.C:..:----;,L/ ____ ~ SIGN TO BE PROTECTED-IN-PLACE __ ,, < : * C:\DRAWING FILES\TITI.E SHEETS\XXXX,DWG 7/20/2019 0) 0 ...-- -....,-EXISTING 2" IRRIGATION MAINLINE & WIRE • •. PATH TO REMAIN; PROTECT-IN-PLACE EXISTING REMOTE CONTROL VALVE "A26" TO REMAIN; PROTECT-IN-PLACE A26 EXST EXST EXST EXST EXST EXST EXST A27 EXST EXST EXST EXST EXST EXST EXST EXISTING REMOTE CONTROL VALVE "A27" TO REMAIN; PROTECT-IN-PLACE J;., 00 0 ...-- _J I-w w :c (J) w w (J) w z -_J :c (.) I- <( ~ sweerie!:J + associates IRRIGATION DESIGN AND CONSULTING ~,1 !{;,,-'J1fH't Sirf'cr, S,,itc> 209 'Jran[Jf•, c~ S'ZE!-5'.J ,nfr,t1 swc.1'r~;,;i• vie,--,~, t. (7'14/ ~~S 04~,r, w; \·n·,w.~w~~''"\'d>S<>t ~un• ;f: [714) 9"3ll-:J45U I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN 0 5' 10' 20' 1 □ ' _, •o ~ NORTH IRRIGATION NOTES NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTEC: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLE RS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER, THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK, NOTED: AS BUILT DRAWINGS WERE NOT AVAILABLE DURING THE PRODUCTION OF THESE IRRIGATION DRAWINGS. EXACT MAINLINE AND WIRE ROUTING THROUGHOUT THE SITE IS UNKNOWN AND THE RECONNECTION LOCATIONS SHOWN ON THE PLAN ARE ASSUMPTIONS MADE BY THE DESIGNER BASED ON THE EXISTING IRRIGATION VALVE LOCATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE THE EXACT MAINLINE AND WIRE RECONNECTION LOCATIONS IN THE FIELD AND ENSURE ALL EXISTING VALVES LOCATED INSIDE AND OUTSIDE THE LIMIT OF WORK REMAIN CONNECTED TO THE IRRIGATION SUPPLY LINE AND CONTROL WIRES FOR FUTURE USE. NOTEE: ALL WORK IS TO BE REVIEWED IN THE FIELD BY CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND MUST ADHERE TO BOTH CMWD AND SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH AND QUALITY STANDARDS FOR RECYCLED WATER IRRIGATION. PROJECT APPLICANT MUST CONTACT CMWD PRIOR TO STARTING CONSTRUCTION TO SCHEDULE A REVIEW WITH CMWD. NOTEF: ANY NEW IRRIGATION MAINLINE AND ALL NEW IRRIGATION VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS CONNECTION TEST AS PERFORMED BY CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH AND QUALITY (DEHQ). NEW IRRIGATION MAINLINE AND IRRIGATION VALVES SHALL NOT BE CONNECTED TO THE EXISTING RECYCLED WATER IRRIGATION MAINLINE UNTIL APPROVED BY CMWD AND DEHQ. NOTEG: ANY NEW PVC PRESSURIZED MAINLINE SHALL BE CL315 PVC FOR SIZES 2" OR LARGER AND SCH. 40 PVC FOR SIZES 1-1/2" OR SMALLER NOTEH: PRIOR TO STARTING WORK, CONTRACTOR SHALL CONTACT CARLSBAD MUNICIPAL WATER DISTRICT'S CROSS-CONNECTION DEPARTMENT TO SCHEDULE LANDSCAPE IRRIGATION FIELD INSPECTIONS. KEY MAP EXISTING IRRIGATION NOTES NOTE 1: CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE. NOTE2: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGE DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL NOTE 3: ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHAL BE RECONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. NOTE4: CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND SHALL CONFIRM THAT SAID CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE ANY ADJUSTED ANO ALL PROPOSED IRRIGATION SYSTEM MODIFICATIONS. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE SHOULD ANY DISCREPANCIES BE NOTED. NOTE 5: CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER. PROVIDING NO LESS THAN 100% OF HEAD RADIUS COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE6: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF AL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE 7: CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK AND AGAIN PRIOR TO COMMENCING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S REPRESENTATIVE. NOTES; CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH. 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THA 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR. WHEN PIPE SIZE IS NOT AVAILABLE USE 6" SLEEVING MATERIAL. CONFIRM CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION. NOTE 9: EXISTING IRRIGATION IN THIS AREA SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM TO MEET THE NEW LANDSCAP CONDITION IF NECESSARY. NOTE 10: CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. CONTRACTOR SHALL REFER TO ARBORIST REPORT FOR ADDITIONAL PRECAUTIONS REQUIRED FOR THE EXISTING TREES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NOTE 11: CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING BACKFLOW DEVICE AND TESTING FOR PROPER OPERATION. SHOULD BACKFLOW DEVICE BE INOPERABLE OR NOT IN PLACE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF SAID BACKFLOW DEVICE. CONFIRM ANY DISCREPANCIES WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. NOTE 12: CONTRACTOR SHALL ADD CHECK VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE. NOTTO SCALE APPRO VEO roR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING AREA. 11 AS BUIL T 11 RCE __ _ EXP, ____ _ DATE REVIE'w'ED BY, INSPECTOR DATE l-------<e----+------------+---+-----+----+------11 SH1E1ET II CITY OF CARLSBAD I . PLANNING DIVISION 1----t---+-----------------+-----,f----+-----+------1 ::::L=A::;N:;DS;::C;:AP~E;=;IM:;P::;R::;O=;VE;;:ME~N~T::;P::;LAN=;::~S::::F:;O~R~::::======~ APPROVED: iii. ~✓-~11( 12.LI PLANNING ( DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OWN BY: AM LPC2023-0012 DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: AF OTHER APPROVAL CITY APPROVAL RVWD BY:BL DEV2022-0215 540-8M IRRIGATION NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6. 7. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8. ACTUAL LOCATION OF THE EXISTING BACKFLOW PREVENTER AND THE EXISTING AUTOMATIC CONTROLLER ARE TO BE FIELD VERIFIED WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRA Y ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13. CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. 14. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. 15. THE CONTRACTOR IS REQUIRED TO CONTACT DIGALERT OR 811 A MINIMUM OF TWO (2) DAYS PRIOR TO THE START OF ANY EXCAVATIONS ON THE PROJECT AND SPECIFICALLY PRIOR TO THE INSTALLATION OF ANY GROUNDING RODS. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG TO START A PROJECT TICKET. DIGALERT AND 811 IS A FREE SERVICE PROVIDED TO THE PROJECT. FAILURE TO CONTACT AND HAVE THE EXISTING UTILITIES IDENTIFIED, LOCATED AND MARKED SHALL MAKE THE CONTRACTOR SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES. 16. WATER VELOCITIES WITHIN ANY SEGMENT OF PIPE SHALL NOTE EXCEED 5' PER SECOND. APPENDIX F: WELO WORKSHEETS Hydrozone Table for Calculating ETWU Please complete the hydrozone table(s). lJse as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE ETW Hydrozone Numbet (1 -5 with SLA Zone BelO\.v -use as many rabies as necessar T to com letc all hv<lroxo.nes ---+~--.,,---.. =--~~----···----tc::--~=~ FNapotmnspiration Rate ,To* Conversion Factor (Step 1 };. Step 2) Plant factor (PF>** (From WUCOLS) (VLW -H\•J (0.1 .. 0.8) Area of Hydtozone (SI.J-ft.) (HA) (Step 4 x Step 5) Irrigation Fffidency (l h)*>i<* (Step 6 + Step 7) ( fotaJ All Step 8 + Total SI.A sq. ft. in Step 5) 44.0 0.62 27,28 (Step 3 x Step 9) Estimated 'fotaJ \;farer l.lsc in f,rallons per yea.r (ETWU) -Total shall not exceed MAW r\ 1,848 X 27.28 • 50,413.44 ETo* Westofl-5=40.0 East ofI-5 ai1d West of El Camino Real= 44.0 East of El Camino Real = 47.0 Applicatlt may provide a different ETo if supported by documentation subject to approval by the City Planning Division **Plant Factor& Water Use- 0.1 :::: J,'.L W -Vcty Low Water Use Plants 03 =LW-Low lf7ater Use Plants 0.5 = .MlV w Mode.rate Water Use Plants O.S = HW -High Water Use Plants ***IE Micro-spray = .80 Spra_v=.72 Rotor=.72 MP Rotator =. 75 Bubbler=. 75 Drip =.80 WELO Worksheetsr1 OF 1) Water Efficient Landscape Worksheet This worksheet is filled out by the project applicant and it is a required clement of the Landscape Docmnentaticm Package. H'ill!ROZONE INFORMATION TABLE Please complete the hydrozone table(s) for each hydrozone. Use as many tables as necessary to provide the square footage of land:,capc area per hydrozonc. Controller #.l PROGRAM: Hydrozone Zone Irrigation Plant Hydrozone % of Total * or Method** Type/Factor Area Landscaped Valve *** (PF) (Sq. Ft.) Area A GAW 22 [J .& 1 848 """' ! f--------+-----+----+-------1------------------------------------------------------ ••••••~•--•• • ••,--•s~-------ir---t-----+------+------+-------1 . ------------------------- -----+-----+----+-----+------------------- Not0, there 1s cnly one existing valve (A22) being retrot1tted per this puckBge as im:!icated above. All Dthe-r v<1/ves m itiu scope ol wori; are exisiing !o be palchsd + repaired and protecte-tHn-p!ac.o tor con!lnued future operation * llydrozone VLW-Vety Low Water Use Planri; LW--Low Water Ux Pla.nts MW -ll-ioderate Wate1· Use Plants HW -High Water Use Plants **Irrigation Method ilfS = Micro-spray S=Spray R =Roror B=Buhbler D=Drip O=Other ***Plant Factor frmn WlJCOLS JVor list ,al> water feature as appropriate APPENDIX F: WELO WORKSHEETS Estimated Total Water Use A landscape project subject to the Water Efficient Landscape Ordinance shall include the ET\VU for the plans, induding the calculations used to dctetmine the ETWlL The ET\XlC for a proposed project shall not exceed the MAW A. The following e<jualion shall be used to calculate the EfWU for each landscaped area and the entire project: Tbe abhreviations used in the equation have thefolkJwing meanings: emu Estimated total water use in gall.ons per year. le.To Evapotranspiration Jn inches per year. £Ui2 Conversion factor to gaBons per square foot. Pf Plant factor from \XIUCOLS HA Hydrozone-Are-a in square feet. Each HA shall be classified based upon the dar.a included in the landscape and irrigation plan as high, moderate, low, or very low water use., IE ] rrigation Efficiency of the irrigation method used in the hydro zone. SI.A Special landscaped area in square feet. ETWU = (44) (0.62) [((lx0)/.77))+1,848] ETWU = (27 .28) (1,848) ETWU = 50,413.44 APPENDIX F: \'VELO WORKSHEETS Maximum Applied Water Allowance A landscape project subject to the Water Efficient Landscape Ordinance shall tnclude die M,\ WA for the plans, including the calculations used to detem1ine the l\iA \X! A. A landscape project shall not exceed the MA WA. 'lbe .MA \X!_A fot a landscape project shall be determined hy the foHo¼,ing equation: Residential: MAWA = (IETol(0.62)!(0.55 x LA) + (0.45 x SLA)l Non•Reslclential: MAWA = (ETo)(0.62)[(0.45 x LA) + (0.55 x. SI.A)) The abbreviations used in the equation have the following meanings: MAWA 1vfa .. 'l'..imum Applied \Vater Allowance in g,tllons per year. iETo Evapotranspiration in inches per year. 0.62 Conversion factor to gallons per square foot. o.ss o, 0.45 ET adjustment factor (ETAl•) for plant factors and irrigation efficiency. LA I .andscaped area includes special landscaped a.re;;i in square feet. 0.45 or 11.55 The additional ET adjustment factor for a special landscaped area (1.0 -0.55 ~ 0.45 or 1.0 -0.45 = 0.55) SL.A Special landscaped area in square feet. Show Calculation: -(44) (0.62) (1 X 1,848) (27.28) (1,848) M.1\.WA MAWA MAWA ~ 50,413 .. 44 "'!';c-~e.-i...,'.'( LGC?C::ed W6-1:A.t \\S.:C 0.:" F .Dc"J<, L;.,,,,\ -·'..(::.:rk,d ,'_:; P sweeney + associates C: \DRAWING FILES\ TITLE SHEETS\XXXX.DWG 7/20/2019 IRRIGATION DESIGN AND CONSULTlrlG 321 Ramp11rt Street, suite 209 ::Jrange, Ca 92868 e: info@sweeneyassoc.com t: (714) 938-0456 w· www.swecncya,soc ,;,l)n> f: (71.4) 938 0456 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN SYMBOL MANUFACTURER HUNTER "JO SYMBOL HUNTER NO SYMBOL HUNTER AS APPROVED RECYCLED WATER IRRIGATION MATERIAL LEGEND MODEL NO. I DESCRIPTION FLOW RATE (GPM) PSI RADIUS P.R. (TRI.) HDL-CV-R SUB-SURFACE DRIP TUBING (PURPLE EXTERIOR COLOR) WITH 0.60 GPH, PRESSURE COMPENSATING EMITTERS INTERNALLY INSTALLED IN THE DRIP TUBING AT 12" O.C. SPACING. DRIP TUBING SHALL BE EQUIPPED WITH COPPER OXIDE INFUSED EMITTERS AND A PHYSICAL BARRIER TO PREVENT ROOT INTRUSION INTO THE DRIP EMITTER. DRIP EMITTERS SHALL BE CONTINUOUS FLUSHING TYPE AND EQUIPPED WITH A CHECK VALVE AND ANTI-SIPHON FEATURE. DRIP TUBING SHALL BE INSTALLED 2" BELOW FINISHED SOIL GRADE (NOT COUNTING MULCH) AND IN PARALLEL ROWS A MAXIMUM OF 16" ON CENTER. THE PERIMETER ROW OF DRIP TUBING SHALL BE INSTALLED A MAXIMUM OF 4" FROM THE EDGE OF ANY HARDSCAPE OR TURF EDGE. ALL SUBSEQUENT INTERIOR ROWS SHALL BE ADJUSTED TO PROVIDE AN EVEN SPACING ACROSS THE PLANTER WITHOUT EXCEEDING 16" MAXIMUM SPACING. INSTALL 9" PVC COATED GALVANIZED TUBING STAKES A MAXIMUM OF FIVE (5) FEET ON CENTER ALONG THE LENGTH OF THE TUBING. TUBING STAKES SHALL BE MODEL #GDTS140900 AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582-9684. THE HATCH PATTERN SYMBOLS ON THE PLANS REPRESENT THE APPROXIMATE DIRECTION AND SPACING OF THE DRIP TUBING ROWS, SEE SPACING REQUIREMENTS ABOVE AND IN DETAILS. CONNECTION BETWEEN PLD DRIP TUBING AND PVC SUPPLY AND DISCHARGE HEADERS SHALL BE MADE USING PLO DRIP LINE BARBED FITTINGS, SCH. 40 PVC THREADED FITTINGS, SCH. 80 NIPPLES AND FLEXIBLE NIPPLES. WHEN THE CONNECTION IS AT THE END RUN OF THE TUBING USE A 112" SCH. 40 PVC THREADED 90" ELBOW, A 1/2" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 1/2" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND A PLD-050 17mm BARB X 112" MIPT ADAPTER FITTING. WHEN THE CONNECTION IS IN THE MIDDLE OF THE TUBING RUN USE A 1/2" SCH. 40 PVC THREADED TEE FITTING, A 112" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 1/2" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND TWO (2) PLD-050 17mm BARB X 112" MIPT ADAPTERS. ALL END RUNS OF TUBING SHALL BE CONNECTED WITH A PVC DISCHARGE HEADER. FLEXIBLE NIPPLES SHALL BE MODEL #GFN050600 AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582-9684. PLD SERIES 17mm BARBED FITTINGS FOR ALL CONNECTIONS BETWEEN DRIP TUBING (TUBING-TO-TUBING ONLY). NO HEATING OF TUBING SHALL BE ALLOWED. PVC SUPPLY AND DISCHARGE HEADERS SHALL BE PURPLE PVC LATERAL LINE PIPE (AS SHOWN BELOW), 1 1/4" MINIMUM SIZE WITH SCH. 40 PVC FITTINGS. DETAIL A,B A,B GPH IRRIGATION/ GDFN-R DRIP FLUSH I INDICATOR NOZZLE, PURPLE IN COLOR, INSTALLED ONTO A HUNTER PROS-12-CV-R 12" POP-UP SPRINKLER BODY. THE FLUSH NOZZLE A,B A,B A,C HUNTER SHALL BE ORIENTED TO SEND FLUSH WATER INTO THE PLANTER AREA AND CLOSED FOR NORMAL OPERATION OF THE DRIP SYSTEM. EXISTING HUNTER EXISTING -------AS APPROVED EX:ST-!clR -EXISTING NO SYMBOL * NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL :'. \' ,' .. . \''' LASCO AS APPROVED PAIGE ELECTRIC GPH IRRIGATION NOS (K.B.I.) NOS (K.B.1.) RAIN BIRD v,i;l)SC4Pf: ,fr"#<, LEN.f,1-/i, ff~"' lj, ~"ii J .... ' .. .. ~ ,:r-:-,l",t-~. J-Zi\~ 'ct:.~ Of' CA.L \1¢ Expiration Date: EXISTING IRRIGATION TO REMAIN TO BE PROTECTED-IN-PLACE; SHOWN FOR REFERENCE ONLY ICV-XX1G-FS-R PLASTIC DRIP REMOTE CONTROL VALVE, SIZE AS SHOWN (1" AND 1 112" SIZES). INSTALL A DISC FILTER AND AN INLINE PRESSURE REGULATOR ON THE DOWNSTREAM SIDE OF EACH DRIP REMOTE CONTROL VALVE (DRCV). FOR 1" DRCV'S INSTALL A RAIN BIRD LCRBY-100D DISC FILTER AND A SENNINGER 1" PMR-30-MF PRESSURE REGULATOR. INSTALL THE DRCV ASSEMBLY INSIDE A JUMBO RECTANGULAR VALVE BOX. EXISTING REMOTE CONTROL VALVE TO BE PROTECTED-IN-PLACE; SHOWN FOR REFERENCE ONLY PURPLE (RECYCLED WATER) PVC PIPE 3/4" • 3" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE EXISTING 2" IRRIGATION MAINLINE AND WIRE PATH. REFER TO PLAN FOR FURTHER DIRECTION ALL FITTINGS USED WITH SOLVENT WELD MAINLINE PIPE SHALL BE SCH. 80 PVC FITTINGS, GRAY IN COLOR, AND SIZED TO MATCH THE MAINLINE PIPE. ALL FITTINGS USED WITH SOLVENT WELD LATERAL LINE PIPE SHALL BE SCH. 40 PVC, WHITE IN COLOR, AND SIZED TO MATCH THE LATERAL LINE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE, DARK GRAY IN COLOR, WITH MOLDED THREADS. RECLAIMED WATER SIGNS INSTALLED WITH VANDAL PROOF HARDWARE, INSTALL QUANTITY AND LOCATIONS PER CITY REQUIREMENTS P7079D POLYETHYLENE INSULATED, SOLID COPPER CONDUCTOR IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED). PILOT WIRES SHALL BE RED IN COLOR, COMMON GROUND WIRE SHALL BE WHITE IN COLOR, SPARE WIRES SHALL BE YELLOW IN COLOR. THE CONTRACTOR SHALL ROUTE TWO (2) SPARE CONTROL WIRES (YELLOW) FROM THE CONTROLLER ALONG THE MAINLINE IN ALL DIRECTIONS AWAY FROM THE CONTROLLER. LOOP SPARE WIRES UP AND INTO EACH VALVE BOX ALONG THE MAINLINE, PROVIDING A 3 FOOT MINIMUM LOOP. WHERE MULTIPLE CONTROLLERS ARE USED ON THE PROJECT, EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR FOR PILOT WIRES. GDBRY6 DIRECT BURIAL, 100% SILICONE GEL, WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPLICES AND CONNECTIONS KSC-XXX-S SWING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS LOWER THAN THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER I BUBBLER I DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. KC-XXX-S SPRING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS HIGHER THAN THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER I BUBBLER I DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. ALL VALVE BOXES SHALL BE VB SERIES, PLASTIC TYPE WITH OVERLAPPING LIDS. VALVE BOXES & LIDS SHALL BE PURPLE. ALL BOXES SHALL BE SECURED WITH A RAIN BIRD VB-LOCK-P PENTA HEAD BOLT, WASHER AND CLIP. BOXES SHALL BE AS SHOWN BELOW: DESCRIPTION SHRUB AREAS (PURPLE) VB-7RNDP 7" ROUND BOXES 10" ROUND BOXES STANDARD RECTANGULAR BOXES JUMBO RECTANGULAR BOXES VB-10RND-B BODY AND VB-10RNDP-L LID VB-STD-B BODY AND VB-STDP-L LID VB-JMB-B BODY AND VB-JMBP-L LID / VALVE CALLOUT LEGEND I CONTROLLER LETTER I STATION NUMBER I VALVE SIZE IN INCHES I I VALVE FLOW RATE IN G.P.M. A20 1.5" 35 30 --OPERA TING PRESSURE (PSI) 1 s 1.75 1,500 --ZONE AREA (SFT) L L L ZONE PRECIPITATION RATE (IN.IHR.) IRRIGATION METHOD SEE CHART HYDROZONE NUMBER SEE CHART HYDROZONE DESCRIPTION CHART NUMBER DESCRIPTION OF THE HYDROZONE WUCOLS HZ 1 LOW WATER USE PLANTINGS M FOR DRIP TUBING ZONES 1,750' --LENGTH OF DRIP TUBING TUBING PLANT FACTOR 0.50 APPROVED FOR NIA D NIA E NIA NIA F E,G G NIA NIA NIA IRRIGATION METHOD DESCRIPTION CHART !RR/GA TION ANO PLAN TIN(; LETTERS DESCRIPTION OF THE IRRIGATION TYPE IR. EFFICIENCY ONLY, INCLUDING PRECISE- DT DRIP TUBING DRIP 0.81 LOCATION OF PLANTING AREA. //A'.\ Bl JTI T '' RCE EXP. DATE REVIE\JED BY, ll201 -IRRIGATION LEGEND & NOTES INSPECTOR DATE I s12T II CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: 5759 FLEET STREET LANDSCAPE IMPROVEMENTS PHASE 2 ~ APPROVED: _j '1 (, , . 1l11lz4 PLANNING I OWN BY: AM DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: AF LPC2023-0012 REVISION DESCRIPTION DEV2022-0215 540-BM DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: BL I I DRIPLINE TUBING EXTENDS TO LIMITS SHOWN ON PLANS + ' PVC HEADERS EXTEND ACROSS PLANTED AREAS FOR DRIPLINE TUBING GRID (TYPICAL) ') ACROSS PLANTED AREAS EXTENDS TO LIMITS FOR TUBING GRID, PER PLANS , SHOWN ON PLANS l --•--· -' -L 1 DRIPLINE TUBING EXTEND----u DRIPLINE TUBING i ·-·-·-·--l'- CENTER FEED SUPPLY---• HEADER : DISCHARGE HEADER---------; -i-, --PROVIDE A PERIMETER ROW OF--➔·-:-END FEED SUPPLY HEADER +-·-·-·---•--·-· • i" . TUBfttG AROUND ,ENTIRE PLANTER. · , · -· -· -· _,..__-I i ,; ·; 4" INSIDE. OF Pll.VEMENT ElllGE ,c; • • _ • _ • _ • --J'- PVC HEADER 16" OFF OF PAVING------: '....i.----CONNECTION BETWEEN l-PVC HEADER 16" OFF OF PAVING I I +-·-·-·-·-4•---·-· I I I I •1 : . , .. DRl~Ll~E AND :vc HEAD!iR ". ~ . _ . _ . _ . --l'- Uj:\'-! .. A FLUSH VALVE /INDICATOR H~AD, I T +-·-·-·-· • CONNECTION BETWEEN___/ : ~INST~LL ON DISCHARGE HEADER ~ • . _ . _ , _ . --J'- : 1 PVC DISCHARGE HEADER,' :-PVC SUPPLY HEADER, SEE PLANS, DRIPLINE AND PVC HEADER 1 +--·-· • I i.1 SEE PLANS, i 114" MINIMUM SIZE, 1 1 114" MIN. SIZE, 12" BELOW GRADE • . 12" BELOW GRADE, 16" IN . _ , _ . _ , --J'-. 1 ~ 6':;f 4" . b "J FROM HARDSCAPE EDGE 4'.i~.; ----::( <l •---PVC SUPPLY HEADER, SEE PLANS, 1 1/4" " . MINIMUM SIZE, 12" BELOW GRADE 1 DRIP CONTROL VALVE-:---,.,._ SEE PLANS AND DETAILS FOR INSTALLATION PVC LATERAL LINE TO ADJACENT GRID OF DRIPLINE TUBING, SEE PLANS FOR SIZE, 11/4" MINIMUM, kJ L--DRIPLINE TUBING ROWS, SPACING APPROXIMATELY AS INDICATED ON THE LEGEND, ADJUST TO EVEN SPACING NOT TO EXCEED SPACING ON THE LEGEND. ROWS ADJACENT TO THE PLANTER EDGE (PAVING) SHALL BE SPACED 4" FROM THE PAVING EDGE. ALL ROWS SHALL BE PARALLEL AND AT THE SAME DEPTH. ffi" L PVC LAT~RAL LINE TO ADJACENT GRID OF DRIPLINE TUBING, SEE PLANS FOR SIZE, 1 1/4" MINIMUM, INSTALLED 12" BELOW GRADE NOTE; INSTALLED 12" BELOW GRADE "------------VALVES AND PIPE SHOWN IN PAVING FOR CLARITY ONLY, ALL TO BE INSTALLED IN PLANTER. PVC SUPPLY AND DISCHARGE HEADERS SHALL BE INSTALLED AT END RUNS OF TUBING, NO MORE THAN 16" FROM THE EDGE OF THE HARDSCAPE. WHERE A TUBING END RUN HAS ONLY TWO (2) OR THREE (3) ROWS, A PVC DISCHARGE HEADER JS NOT NEEDED AND THE PERIMETER ROW OF TUBING SHALL BE USED FOR THE DISCHARGE. WHERE FOUR (4) OR MORE TUBING ROWS END RUN, A PVC DISCHARGE HEADER IS REQUIRED. PVC PIPE FOR LATERALS, SUPPLY HEADERS AND DISCHARGE HEADERS SHALL BE MINIMUM 1 1/4" SIZE, OR SIZED AS SHOWN ON THE PLANS. ENTIRE PERIMETER OF PLANTING AREA SHALL HAVE A ROW OF DRIP TUBING INSTALLED 4" OFF OF THE EDGE OF THE HARDSCAPE AS SHOWN ABOVE. NOTE; ® DRIP TUBING LAYOUT =i 11 C 11 i= 1=111=1 ,_ -- ::i 11-111 li~l II.". FINISHED GRADE IN TURF AREAS ---INLINE, PRE-SET PRESSURE REGULATOR, SIZE PER RCV --DRIP SYSTEM WYE FILTER, SIZE PER RCV I PLASTIC RECTANGULAR 'JUMBO' VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOG-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND ''RCV" AND CONTROL STATION# ONTO LID. INSTALL A CHRISTY'S MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. FINISHED GRADE IN SHRUB AREAS ·'----s---VALVE NUMBER ID TAG, CHRISTY'S MODEL ID-STD-P1 '::',,Ff¾efi'---RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 PVC PIPE,--·~ AS LATERAL ~-.::-" ~ffiTrTI!\..:~!L-r__:::;:----24" WIRE LOOPS AND 11tf::JJ;l'.ll~:'.:'.JII.Jit~~J118lsi GPH GDBRY6 WATERPROOF "-;;I WIRE CONNECTORS LINE, SIZE PER PLANS, TYPE PER LEGEND BRICK SUPPORTS, _j FOUR (4) REQUIRED LASCO #896 PVC UNION -~ SLIP X MIPT, SIZE PER RCV, TWO (2) PER ASSEMBLY LANDSCAPE FABRIC TO COVER THE BOTTOM AND SIDES OF VALVE BOX ELECTRIC REMOTE CONTROL---...../ VALVE, SEE LEGEND FOR TYPE SCH. 80 PVC 90' ELL FITTING' -PVC MAINLINE PIPE' '--TAPE WIRES TO RISER USING BLACK ELECTRICAL TAPE I,--PVC MAINLINE PIPE RISER', LENGTH AS REQUIRED SCH. 80 PVC TEE OR 90' ELL FITTING ON MANIFOLD MAINLINE, SIZE AS 2" X RCV X RCV (TEE) OR 2• X RCV (ELL) ' ABOVE INDICATES SIZE PER RCV '---3/4• CRUSHED GRAVEL, 4• MINIMUM DEPTH USE AN APPROVED, NON.HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX. SECTION VIEW· N.T.S. DRIP RCV ASSEMBLY .. <l 4' ' PAVING I-111 I T=1 SAND BACKFILL COMPACTED TO THE 11 1--1 11: =! I I= DENSITY OF EXISTING SOIL I~ i' 11 11 I I C ••. , .•.•.•.•.• 1.l·F2··.•···•···•.···.· •.• ' 1_:;:1 ::~:s,:::~:;:;;:::i.'=:::;;";:, '1 i 11 !1 / I: 1 ~~~: 6~~~~~~; ;~i~~~~~~p1HE OTHER III=I I ! > _ = CONTROL WIRES IN SCH 40 SLEEVE II Ill I II !IL. I\ .·1--ncr Jj[[~UNDISTURBED SOIL 111-1 11-• · ·• ,_ • -PRESSURE MAINLINE (SEE CHARTS 1111-11 ;-' -11 \.. • •• • ~·1~1··1--' ·1-11 • BELOWFORPIPETYPE) . Ill 1lll-11r~··. ,_~ ;~ ·.·.~·.· i~-111~1 1111 m, -111·--111 -m ,-111-111 m __ m= PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. DETAIL ALSO FOR PIPE '---------------LA'TERAL LINES (SEE CHARTS BELOW INSTALLED IN ROCK SOIL. SECTION VIEW· N.T.S. FOR PIPE TYPE) ~20075-,oy&.blo!ia!os,lnt, SLEEVE DEPTHS FOR VEHICULAR CROSSING SLEEVE DEPTHS FOR NON VEHICULAR CROSSING - D SECTION VIEW -N.T.S. ~')JJ(JISlroorNy.t~!N: DIMENSION A B 1/2" TO 2-1/2" IN SIZE 18" 12" 3" TO 5-112" !N SIZE 24" X 6" AND GREATER 36" X NOTE: C 4• 4• 4" CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG. ® PIPE INSTALLATION SECTION VIEW -N.T.S. SHRUBS OR GROUND COVERS, ---i'~"//~ • ,/ SEE PLANTING PLANS \ \ / 1 r::::, MULCH LAYER, SEE PLANTING PLANS-------/ TURF, SEE Pl ANTING PLANS FINISHED GRADE FINISHED GRADE AMENDED SITE SOIL----m m::-m-m -rrt::::m 111 11 1= • =--111--1 Ii -i I 1=--1I1-:i I 1--1 ! I 111 I 2 .. IN SHRUB BEDS INLINE DRIP TUBING WITH --, 11.1=11 1.=1 ; 1= 11=111--4 IN TURF AREAS INTERNAL DRIP EMITTERS, , SEE LEGEND FOR BRAND, MODEL AND PERFORMANCE 1/2" MIPT X 1i'mm BARB MALE ----cc!=l..1..f"'I t,l I i I I L::::I 11 ITT, ADAPTER FITTING, TWO (2) REQUIRED ]Tl 1---~Tb,, .... ..,Jc1~, 1-1LJ~, 11 I 1111 FOR TEE FITTIMG, ONE (1) FOR 90" ELL c::I I i i=I ; t=' 11" SCH. 40 PVC THREADED TEE-----_l;;;;·.11;,rl lTT:::':ITff I ,· OR 90" ELL FITTING, 112" SIZE . :-11-1)_111_1 SCH. 80 PVC THREADED NIPPLE,-----=-r' 1/2" X LENGTH AS REQUIRED I I -111 I : :-1 I 1-, ·i • GPH IRRIGATION PRODUCTS FLEXIBLE NIPPLE, -1 != ii_ ··I I 1=-::1 I'' #GFN050600, 112" MIPT X 112" FIPT X 66'"~L~EN~G~T~H----~·l~l[il-~,~ .. ~:;;i::_,! -: ; 1- SCH. 40 PVC SUP X SLIP X 112• FIPT-·~ TEE FITTING, HEADER SIZE BY 112" DRIP TUBING SUPPLY OR DISCHARGE------'-..<-... HEADER, PVC LATERAL LINE PIPE, 1 114" MINIMUM SIZE, OTHERWISE SIZE PER THc DRAWINGS GPH IRRIGATiON PRODUCTS 9" PVC---/ COATED WIRf' STAKE, #GDTS140900, \. INSTALLED FIVE (5) FEET ON CENTER \.~. __ _::::::=:::::::___-.-J. NOTE; 12" MINIMUM DRIP TUBING CONNECTION REQUIRED FOR ALL CONNECTIONS BETWEEN DRIP TUBING AND PVC HEADERS. FOR CONNECTIONS AT END RUNS OF TUBING, USE A 90" ELL FITTING AND ONE ADAPTER FITTING FOR CONNECTION. FOR CONNECTIONS IN THE MIDDLE OF RUNS OF TUBING, USE A TEE FITTING AND TWO ADAPTER FITTINGS FOR THE CONNECTION. SECTION VIEW -N.T.S. (f3) DRIPLINE TUBING 24" 12" NOTEi CAUTION RECYCLED WATER DO NOT DRINK _,,,,_______RECYCLED WATER SIGN, AS APPROVED BY LOCAL WATER DISTRICT. ATTACH TO POST USING STAINLESS STEEL SCREWS. --------4" X 4" REDWOOD POST, MINIMUM 35• LENGTH '--. -. ===---------FINISHED GRADE RECYCLED WATER SIGN SHALL BE OF THE SIZE INDICATED ON THE LEGEND. TEXT AND IMAGES OM THE RECYCLED WATER SIGNS SHALL BE PER THE SPECIFIC SIGN DESCRIBED ON fHE LEGEND, TEXT AND IMAGES ON THIS DETAIL ARE GENERIC. SECTION VIEW -N.T.S. ©<opyr~hl 2022 5.., ... ,../ & Associ:rtes, Inc. (E) RECYCLED WATER WARNING SIGN NOTE: INSTALL POP-UP INDICATOR HEAD 10" OFF OF PAVEMENT OR THE EDGE OF PLANTED AREA SERVED BY DRIP TUBING _IJ....-----POP-UP INDICATOR NOZZLE, SEE LEGEND -------10"------- 4"'---'-----6·'----+=---6"-----r ~ ~ A_1.1_2_:· I --INSTALL POP-UP INDICATOR HEAD • ill-Ill Til 1111 rnc~I1r-:c:m n ::cIII~ 1/2"ABOVEFINISHEDGRADEIN .. _-11 1_-1 I j_--: II*I I [_J I 1·-11 [ :1 1_-11 I SHRUB ANI GROUND COVER AREAS • .. i I i::=t i 1=1 ! i::0u-.... 1I J~111.-... iu 11 .... 111= .. • ,1 • ,· ==11 l==i I !==! I l);, AMENDED_] J.. . SOIL 1---------'-.--POP-UP INDICATOR HEAD, DRIP TUBING ROW, 4" FROM HARDSCAPE 6" HEIGHT, SEE LEGEND FOR BRAND, MODEL, AND NOZZLE REQUIRED. INDICATOR HEAD INLET HAS 1/2" NPT THREADS DRIP TUBING ROW, SEE PLANS---' DISCHARGE HEADER SHALL BE---12" INSTALLED 12" BELOW FINISHED SOIL GRADE, TYPICAL =----------." -DRIP TUBING TO PVC HEADER CONNECTION, SEE CONNECTION DETAIL HUNTER MODEL SJ-516-------------.J PRE-ASSEMBLED POLY SWING JOINT, 1/2" MIPT INLET AND OUTLET AND A 6" LAY LENGTH. SCH 40 PVC SST TEE FITTING, 1 114" X 11/4" X 112" INSTALL INDICATOR HEAD 10" FROM THE EDGE OF PAVING OR THE PLANTER EDGE. INSTALL ORANGE (POTABLE SYSTEMS) OR PURPLE (RECYCLED SYSTEMS NOZZLE ON THE INDICATOR HEAD AND ADJUST TO FULLY CLOSED. '----DRIP SYSTEM DISCHARGE HEADER, PVC LATERAL LINE PIPE, TYPE AND SIZE AS SHOWN ON LEGEND, OR 1 1/4" MINIMUM SIZE WHERE A PVC DISCHARGE HEADER IS NOT REQUIRED (FOR THREE OR LESS ROWS), THE FV I IH SHALL BE INSTALLED ON THE PERIMETER TUBE DISCHARGE USING A BARBED TEE, A BLANK PIECE OF TUBING, A BARB X 1/2" MIPT ADAPTER AND A 112• SCH 40 PVC FEMALE ADAPTER SXT . © DRIP FLUSH VALVE NOTE 1--------LOW VOLTAGE WIRES, 3 MAXIMUM ~------WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE ~=l.f,~.,...------CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE 111-------POLY TUBE PRE-FILLED WITH 100% SILICONE WATERPROOF GEL ~--LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE 11,=l!Y!=,II INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS WIRE CONNECTOR SHALL BE A GPH IRRIGATION GDBRY6 DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A 100% SILICONE WATERPROOF SEALING GEL TUBE SHALL BE SUPPLIED PRE-FILLED WITH GEL. @ WIRE CONNECTION APPROVED !RR/GA TION ANO SECTION VIEW -N.T.S. ©copyriqhl 2022 S,reeney & Ass::,ciab, I,~ FOR PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUIL T11 RCE EXP, DATE REVIE\./ED BY, DIMENSION A B C D DIMENSION A B C Ll301 -IRRIGATION DETAILS 1/2" TO 6" 36" 36" 36" 4" GREATER THAN 6" 48" 48" 48" 4" SCH. 80 PVC PIPE MUST BE UTILIZED FOR SLEEVES BENEATH VEHICULAR HARD SCAPE CROSSINGS 1/2" TO 3" 18" 18" 18" 4" 4" TO 5-1/2" 24" 24" 24" 4" 6" AND GREATER 36" 36" 36" 4" SCH. 40 PVC PIPE MUST BE UTILIZED FOR SLEEVES BENEATH NON-VEHICULAR HARD SCAPE CROSSINGS CONTROL WIRES ROUTED BENEATH HARDSCAPE SHALL RECEIVE THEIR OWN INDEPENDENT SLEEVE SEPARATE FROM THE WATER LINE SLEEVE(S). (8) SLEEVE INSTALLATION C; \DRA1MNG FlLES\TITI£ SHEETS\XXXX.DWG 7/20/2019 sweeney + associates IRRlGATION DE:.SIGN AND CONSULTING ,,1 R~,...,p~,1 s,,~~t, ~"''~ 209 Qp,,g,,, Co ~2861! c irfn:~1swc:,c,n.,1,o~.r<Jn1 : 1714f 538-0456 w, WWW sw~e~C'{dSSOf torr f 1,7Jl) 938 0451:, I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN ' . ' v,IIPSCAp, ~gt',> Lt"<!"',41',:, s~ .. 4 'j,~ ~ ' ~ J I.,,_ ~ ,. L-J-.. ~ DA ~ ..,,.(" (Ip. H1.i,1o:';q~ or CA\..' Expiration Date: INSPECTOR DATE I 513T II CITY OF CARLSBAD I ' PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: 5759 FLEET STREET LANDSCAPE IMPROVEMENTS PHASE 2 I APPROVED~ 11 q:: I '}lnllll PLANNING OWN BY: AM DRAWING NO . DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: AF LPC2023-0012 REVISION DESCRIPTION DEV2022-0215 540-BM DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: BL PART 1 -GENERAL 1.1 Summary SECTION 32 84 00 LANDSCAPE IRRIGATION A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation satisfactory to the Owner. 8. The work shall include all materials, labor, services. transportation, and equipment necessary to perform the work as indicated on the drawings, in these specifications, and as necessary to complete the contract. 1.2 Construction Drawings A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as rnay 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 architectural features. B. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Landscape Architect shall have final authority for clarification. C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Landscape Architect as soon as detected. In the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. 1.3 Quality Assurance A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct all work performed under this section. B. Manufacture~s directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnish directions covering points not shown in the drawings and specifications. C. All local, municipal, and slate laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to Owner. E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify pennits secured or arrangements made by others affecting the work of this section. 1.4 Submittals A. Submittals Materials List: 1. After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site, submit to the Owner a complete list of all irrigation system materials, or processes proposed to be furnished and installed as part of this contract 2. The submittals materials list shall include the following information: a. A title sheet with the job name, the contractor's name, contractor's address and telephone number, submittal date and submittal number. b. An index sheet showing the item number (i.e. 1,2,3, etc.); an item description (i.e. sprinkler head); the manufacturer's name (i.e. Hunter Industries); the item model number (i.e. l-40-ADV/36V); and the page(s) in the submittal set that contain the catalog cuts. c. The catalog cuts shall be one or two pages copied from the most recent manufacture~s catalog that indicate the product submitted. Do not submit parts lists, exploded diagrams, price lists or other extra information. d. The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item model number, all specified options and specified sizes shall be circled on the catalog cuts. e. Submittals for equipment indicated on the legend without manufacturer names, or "as approved", shall contain the manufacturer, Class or Schedule, ASTM numbers and/or other certifications as indicated in these specifications. 3. Submittal materials list format requirements: a. Submittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. b. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. Submittals shall not have tabs, tab sheets, spiral binding, or any other type of binding that will interfere with automated copying of submittals. c. Submittal package shall have all pages numbered in the lower right hand comer. Page numbers shall correspond with submittal index. d. Re-submitted packages must be revised to include only the equipment being re-submitted. Equipment previously reviewed and accepted shall not be re-submitted in the materials list/index sheet or in the catalog cut sheet package. B. Substitutions: If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the Landscape Architect or Owne~s authorized representative for approval. 1. Provide a written statement indicating the reason for making the substitution. 2. Provide catalog cut sheets, technical data, and performance information for each substitute item. 3. Provide in writing the difference in installed price if the item is accepted. C. The Landscape Architect or Owner's authorized representative will allow no substitutions without prior written acceptance. D. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. E. The Landscape Architect or Owner's authorized representative will not review the submittal package unless provided in the format described above. 1.5 Existing conditions A. The contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, and telephone line connection to the irrigation system. B. Irrigation design is based on the available static water pressure shown on the drawings. contractor shall verify static water on the project prior to the start of construction. Should a discrepancy exist, notify the landscape architect and owner's authorized representative prior to beginning construction. C. Prior to cutting into the soil, the contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, the contractor shall promptly notify the landscape architect and owner who will arrange for relocations. The contractor will proceed in the same manner if a rock layer or any other such conditions are encountered. D. The contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his own cost; all damage resulting from his operations or negligence. E. The irrigation contractor shall coordinate with the general contractor for installation of required sleeving as shown on the plans prior to paving operations. F. The contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and within the project area of work. G. The contractor shall protect all existing inigation systems, in areas adjacent to and within the project area of work, from damage due to his operations. H. Contractor shall notify owner's representative if any existing system is temporarily shut off, capped or modified. provide 48-hour notice, prior to turning off or modifying any existing irrigation system. I. The contractor shall repair or replace all existing irrigation systems, in areas adjacent to and within the project area of work, damaged by the construction of this project. Adjacent irrigation systems shall be made completely operational and provide complete coverage of the existing landscaped areas. All repairs shall be complete to the satisfaction of the owner's representative. J. The contractor shall provide bore holes under any existing pavement or paving encountered for the required lateral, mainline and low voltage control wire sleeving. Bore holes under 2 inches in diameter and smaller shall be made with a BulletMole® underground baling tool as manufactured by Dimension Tools, LLC (Contact telephone number (888)-650-5554 or at www.bulletmole.com). Bore holes larger than 2 inches in diameter shall be made with an approved mechanical boring tool. No air jacking or hydraulic boring of any kind shall be allowed 1.6 Inspections A. The Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and inspect at all times any part of the work and shall provide safe access for such visits. B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape Architect, Owner's authorized representative, and/or governing agencies. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. Should any work be covered without testing or acceptance, it sha!! be, if so ordered, uncovered at the.Contractor's expense. C. Inspections will be required for the following at a minimum: 1. Pre-construction meeting. 2. System layout. 3. Pressure test of irrigation mainline (Four hours at 125 PSI or 120% of static water pressure, whichever is greater.) Mainline pressure loss during test shall not exceed 2 PSI. 4. Coverage test of irrigation system. Test shall be performed prior to any planting. 5. Final inspection prior to start of maintenance period. 6. Final acceptance prior to turnover. D. Site observations and testing will not commence without the field record drawings as prepared by the Irrigation Contractor. Record drawings must complete and up to date for each site visit. E. Work that fails testing and is not accepted will be retested. Hourty rates and expenses of the Landscape Architect, Owner's authorized representative, and governing agencies for re-inspection or retesting will be paid by the Irrigation Contractor at no additional expense to Owner .. 1.7 Storage and Handling A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. rransport plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat lo avoid undue bending and concentrated external load. 1.8 Cleanup and Disposal A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work. and workmen at frequent intervals or when ordered to do so by the Owner's authorized representative. B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site in a legal disposal area. 1.9 Turnover Items A. Record Drawings: 1. Record accurately on one set of drawings all changes in the work constituting departures from the original contmct drawings and the actual final installed locations of all required components as shown below. 2. The record drawings shall be prepared to the satisfaction of the Owner. Prior to final inspection of work, submit record drawings to the Landscape Architect or Owner's authorized representative. 3. All record drawings shall be prepared using AutoCAD 2010 drafting software and the original irrigation drawings as a base. No manual drafted record drawings shall be acceptable. The Contractor may obtain digital base flies from the Landscape Architect or Owner's authorized representative. 4. If the Contractor is unable to provide the AutoCAD drafting necessary for the record drawings the irrigation designer does provide record drawing drafting as a separate seivice. 5. Prior to final inspection of work, submit record drawings plotted onto vellum sheets for review by the 1-andscape .Architect or Owner's authorized representative. After acceptance by the Landscape Architect, City inspector or Owner's authorized representative re-plot the record drawings onto reproducible Mylar sheets. The Contractor shall also provide record drawing information on a digital AutoCAD Release 2010 drawing file. All digital files shall be provided on a compact disc (CD) clearly marked with the project name, file descriptions and date. a. Record drawing infonnation and dimensions shall be collected on a day-to-day basis during the installation oi' the pressure mainline to fully indicate all routing locations and pipe depths. Locations for all other irrigation equipment shall be collected prior to the final inspection of the work. b. Two dimensions from two permanent points of reference such as buildings, sidewalks, curbs, streetlights, hydrants, etc. shall be shown for each piece of irrigation equipment shown below. Where multiple components are installed with no reasonable reference point between the components, dimensioning may be made to the irrigation equipment. All irrigation symbols shall be clearly shown matching the irrigation legend for the drawings. All lettering on the record drawings shall be minimum 1/8 inch in size. 6. Show locations and depths of the following items: a. Point of connection (including water POC, backflow devices, master control valves, flow sensors, etc.) b. Routing of sprinkler pressure main lines (dimensions shown at a maximum of 100 feet along routing) c. Isolation valves d. Automatic remote control valves (indicate station number and size) e. Quick coupling valves f. Drip air relief and flush valves g. Routing of control wires where separate from irrigation mainline h. lrrigalion controllers (indicate controller number and station count) i. Related equipment (as may be directed) B. Controller Charts: 1. Provide one controller chart for each automatic controller. Chart shall show t.he area covered by the particular controller. The areas covered by the individual control valves shall be indicated using colored highlighter pens. A minimum of six individual colors shal, be used for the controller chart unless less than six control valves are indicated. 2. Landscape Architect or Owner's authorized representative must approve record drawings before controller charts are prepared. 3. The chart is to be a reduced copy of the actual "record" drawing. In the event lhe controller sequenco is not legiblH when the drawing is reduced, it shall be enlarged to a readable size. 4. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic .. each piece being a minimum 20 mils in thickness. C. Operation and Maintenance Manuals: 1. Two individually bound copies of operation and maintenance manuals shall be delivered to the Landscape Architecl or Owner's authorized representative at least 10 calendar days prior to final inspection, The manuals shall describe the material installed and the proper operation of the system. 2. Each complete, bound manual shall include the following information: 3. Index sheet stating Contractors address and telephone number, duration of guarantee period, list of equipment including names and addresses of local manufacturer representatives. a. Operating and maintenance instructions for ail equipment b. Spare parts lists and related manufacturer information for all equipment. D. Equipment: 1. Supply as a part of this contract the following items: a. Three 30-inch sprinkler keys for manual operation of control valves. b. Two keys for each automatic controller. c. Two quick coupler keys with a 3/4" bronze hose bib, bent nose type with hand wheel and two coupler lid keys. d. One valve box cover key or wrench. e. Six extra sprinkler heads of each size and type. f. For specified butterfly valves if required: One (1) 5-foot lnng valve handle. to fit 2-inch square AWWA operating nut, for use with the specified butterfly valves. 2. The above equipment shall be turned over to Owner's authorized representative at the final inspection. 1.10 Completion A. At the time of the pre--maintenance period inspection, the Landscape Architect, Owner's authorized reprnsentative, and governing agencies will inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. Punch list to be checked off by contractor and submitted to Landscape Architect or Owner's Authorized representative prior to any follow-up meeting. This checked off list to indicate that all punch list items have been completed. At the time of the post-maintenance period or final inspection the work will be re-inspected and final acceptance will be in writing by the landscape Architect, Owner's authorized representative, and governing agencies. B. The Owner's authorized representative shall have final authority on all portions of the work. C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the Owner's satisfaction by the Contractor without any additional expense to the Owner. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the work. 1 .11 Guarantee C. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the filing of the Notice of Completion. D. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to Owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs as determined by the Owner constitute an emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the Owner by the Contractor, all at no additional cost to the Owner. E. Guarantee shall be submitted on Contractors own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Owner. We shall make such repairs or replacements within 10 calendar days following written notification by the Owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: END OF SECTION APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. RCE ___ _ EXP, ____ _ DATE REVIE\JED BY, Ll401 -IRRIGATION SPECIFICATIONS INSPECTOR DATE 1-----l---+----------l---1----+------I---.I I SH1E4ET 11 CITY OF CARLSBAD I . Pl.ANNING DIVISION . ~L=AN:;D~S~C;::A~P::::E:::::::IM::::P:;R:;O::::VE;;=M::::EN::::T::=::P=L=A==N=s=F=o=R=,======~ t----::v>'::;IIO~SCA~P;;:,::----1--+-+-------------l--+-+-+-~ 5759 FLEET STREET LANDSCAPE IMPROVEMENTS PHASE 2 sweene!:J + associates "5!~1> Lt"4,~/,-1!:i :=========::,=::;q:===========~ '!, '" '1-~ I APPROVED:il. A I / / I ~ ~44 0 'i\ 1---t----t-----------------+---+----l----l---i ---~~"'---''-=="-~:_L_-~=.../-l'C=""-----~'"-~'' ,__,z.~ll_ ~ 4 i---+----+------------------l-----l----l---1---l~P=L=A=NN~l=N=G~:;:==:::;-;:===:":::====::::::=====· C. \DRA'MNG F1LES\l!TLE SHEETS\XXXX.DWG 7/20/2019 lRRIGATiON DESIGN /\NO CONSULT!f\JG Jl.1 f\ampart Street su,;e 7.09 0Pnge, Ca 9286S ec int□@sween~y~c,c,c com t· {7l4) 9'38 ("145f; w www . .1weeneya.>oc C<llYI f, (714) 938-0456 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN ~ ,.,,. OWN BY: -"A,.,rML...._ DRAWING NO. -,.,.{';; ~~0~0~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ~AF~--l.PC2023-0012 Expiration Date: DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: BL DEV2022-0215 54Q-8M PART 2 -MATERIALS 2.1 Summary SECTION 32 84 00 LANDSCAPE IRRIGATION Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that do not meet Landscape Architect's, Owne(s, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. 2.2Pipe A Pressure supply lines 1 112 inches in diameter and smaller downstream of the backflow prevention unit shall be Schedule 40 solvent weld PVC confonning to ASTM 01785. B. Pressure supply lines 2 inches in diameter and up to 3 inches in diameter downstream of backflow prevention unit shall be Class 315 solvent weld PVC. Piping shall conform to ASTM 02241. C. Non-pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be SCH 40 solvent weld PVC confonning to ASTM 01785. 2.3Metal Pipe and Fittings A Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. B. Fillings shall be medium brass, screwed 125-pound class. C. Copper pipe and fittings shall be Type "K" sweat soldered, or brazed as indicated on the drawings. 2.4Plastic Pipe and Fittings A Pipe shall be marked continuously with manufacture(s name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM 02672, ASTM D2241 or ASTM D1785. C. All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the irrigation detail sheet, all mainline fittings shall be Schedule 80 PVC) and shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM 02464 and ASTM 02466. D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall confonn to ASTM 01785. E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM 02564 and ASTM 02855. F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non-lead base Teflon paste, tape, or equal. G. All pressure mainlines installed with solvent weld PVC frttings shall be installed with concrete thrust blocking at all directional changes in the mainline routing. Concrete thrust blocking shall not be required when ductile iron fillings and mechanical restraints are specified. 2.5 Valves A Ball Valves: 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Ball valves shall be constructed of a bronze or stainless steel body, stainless steel ball and stem. Ball valves shall have threaded connections. 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. B. Quick Coupler Valves: 1. Quick coupler valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall have 1" female threads opening at base, with two-piece body. Valves to be operated only with a coupler key, designed for that purpose. Coupler key is inserted into valve and a positive, watertight connection shall be made between the coupler key and valve. 3. Vinyl quick coupler cover to be purple in color with the words "Warning-Recycled Water-Do Not Drink" permanenUy marked on lid. C. Automatic Control Valves: 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Automatic control valves shall be electrically operated. 3. Provide Christy's valve ID tags for each remote control valve with valve number. 2.6 Valve Boxes A. Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of soils. B. The valve box cover shall be purple in color and secured with a hidden latch mechanism or bolts. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. D. Valve box extensions shall be by the same manufacturer as the valve box. E. The plastic irrigation valve box cover shall be an overlapping type. F. Automatic control valve, ball valve boxes shall be 16"x11 "x12" 'nominal' rectangular size. Valve box covers shall be marked "RCV" with the valve identification number, or "BV" "heat branded" onto the cover in 1-114 inch high letters I numbers. G. Drip flush valve and Air relief valve boxes shall be 6" circular size. Valve box covers shall be marked with "FV" or "ARV" "heat branded" onto the cover in 1-1/4 inch high letters. H. Quick coupler valve boxes shall be 10" circular size. Valve box covers shall be marked with "QCV" "heat branded" onto the cover in 1-114 inch high letters. 2.7 Automatic Controller A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. C. Controller shall be grounded according to local codes using equipment of the manufacturer, size, and type indicated on the drawings; or as required by local codes and ordinances. 2 .8 Electrical A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. B. All electrical work shall confonn to local codes and ordinances. 2.9 Low Voltage Control Wiring A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. B. Connections shall of the manufacturer, size, and type indicated on the drawings. C. Common wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a different color for each controller. These colors shall be noted on the "Record Drawings" plans located on controller door). D. Ground wires shall be green in color or bare copper and in no case smaller than 6 gauge. 2.10 Irrigation Heads and Drip Emitters AND INLINE DRIP TUBING A. Irrigation heads, drip emitters and inline drip tubing shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate indicated on the drawings. B. Irrigation heads, drip emitters and inline drip tubing shall be used as Indicated on the drawings. C. Irrigation heads shall have purple recycled water warning cover. 2.11 Drip Irrigation Equipment Drip tubing equipment such as flush valves, air relief valves, wye strainers and pressure regulators shall be of the manufacturer, size, and type indicated on the drawings. 2.12 Miscellaneous Equipment A. Landscape Fabric: 1. Landscape fabric for valve box assemblies shall be 5.0-oz. weight woven polypropylene weed barrier. Landscape fabric shall have a burst strength of 225 PSI, a puncture strength of 60 lbs. and capable of water flow of 12 gallons per minute per square foot. 2. Type: DeWitt Pro 5 Weed Barrier or approved equal. B. Equipment such as flow sensors, rain sensors, freeze sensors, flush valves, air relief valves, wye strainers, and master valves shall be of the manufacturer, size and type indicated on the drawings. END OF SECTION PART 3 -EXECUTION 3.1 Site Conditions A Inspections: 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations. R Discrepancies: 1. in the event of discrepancy, immediately notify the Landscape Architect or Owne~s authorized representative. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. C. Grades: 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specifiud material depths with respect to finish grade. 2. Final grades shall be accepted by the Engineer before work on this section will be allowed to begin. D. Field Measurements: 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all other work. 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities, which are caused by his operations or neglect. E. Diagrammatic Intent: The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work at no additional expense to Owner. F. Layout: 1. Prtor !o installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer, and automatic controller. 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved areas, but running parallel and adjacent to planted areas. install the piping in the planted areas. G. Water Supply: Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. H. Electrical Service: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. 2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall be provided by others. 3. Contractor shall make electrical connections to the irrigation controller. 230-volt single-phase electrical power source to pump assembly location shall be provided by others per NEC codes. 3.2 Trenching A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrade. B. Provide minimum cover of 18 inches on pressure supply lines 2 ½ inches and smaller. C. Provide minimum cover of 24 inches on pressure supply lines 3 inches and larger. D. Provide minimum cover of 18 inches for control wires. E. Provide minimum cover of 36 inches on pressure supply lines under vehicular travel ways. F. Provide minimum cover of 12 inches for non~pressure lines. G. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. 3.3 Thrust blocks A Thrust blocks must be constructed of Class "B" concrete. B. Thrust blocks shall be poured against undisturbed site soil. C. PVC fitting joints shall be kept free of concrete. Do not encase fitting in concrete. D. Thrust blocking shall be sized to provide the minimum bearing areas as shown below. Bearing areas indicated have been calculated for PVC pipe at a lest pressure of 150 PSI in soil with 2,000 PSI bearing capacity. Increase thrust block sizing as necessary for varying soil conditions. 1. Provide a minimum thrust block bearing area of 2.0 square feet on all bends (all degrees) and tees installed on pressure supply lines 4 inches and smaller. 3.4Backfilling A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter. and rocks over 1/2 inches in diameter B. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp lo permit thorough compaction, free of voids. Backfill sha!I be compacted to dry density equal to adjacent undisturbed soil and shall confonn to adjacent grades. C. Flooding in lieu of tamping is not allowed. D. Under no circumstances shall truck wheels be used to compact backfill. E. Provide sand backfill a minimum of 4 inches over and under all piping under paved areas. 3.5Piping A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitte~ under asphalt pavement. B. Cutting or breaking of existing pavement is not permitted. C. Carefully inspect all pipe and fillings before installation, removing dirt, scale, burrs, and reaming. Install pipe with all markings up for visual inspection and verification. D. Remove all dented and damaged pipe sections. E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. F. Parallel lines shall not be installed directly over each other. G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing lime before filling. H. PVC pipe shall be installed in a manner, which will provide for expansion and contraction as recommended by the pipe e1anufacturer. I. Center load all plastic pipe prior to pressure testing. J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Tetlon paste. K. For plasUc-to-metal connections, work the metal connections first. Use a non-hardening pipe dope an all threaded plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be made with plastic female adapters. sweeney + associates C: \DRAWING FILES\TITI.E SHEETS\XXXX.DWG 7/20/2019 !RR!GAT!ON DESlGN AND CONSULTING ·111. Rami;act Stres•t, S·,ite 109 o,anee, c, 928ts c, in~c(§'s·;,c,,1r,oya>a<H.c1~"< t· (71,11 '.S3!l-G45G w: wu-.,,.~we~r~\•ai;,.o<..~•:«r >: (:/1<1) 91$-[)4!;6 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN 3.6Controller A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical service shall be coordinated with this location. B. The Irrigation Contractor shall be responsible for the final electrical hook up to the irrigation controller. C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area. 3.?Control Wiring A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. 8. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20 feel. C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18-lnch service loop at each connection. D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be provided at each remote control valve. E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior approval. 3.8Valves A. Automatic control valves, quick coupler, and gate valves are to be installed in the approximate locations indicated on the drawings. B. Valve shall be installed in shrub areas whenever possible. C. Install all valves as indicated in the detail drawings. D. Valves to be installed in valve boxes shall be installed one valve per box. E. Provide valve ID tags for each remote control valve with valve number. 3.9 Valve Boxes A. Valve boxes shall be installed in shrub areas whenever possible. B. Each valve box shall be installed on a foundation of 314 inch gravel backfill, 3 cubic feel minimum. Valve boxes shall be installed with their tops 1/2 inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas. 3.10 Irrigation Heads DRIP EMITTERS And INLINE Drip Tubing A. Irrigation heads, drip emitters and inline drip tubing shall be installed as indicated on the drawings. B. Spacing of heads and inline drip tubing shall not exceed maximum indicated on the drawings. C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. 3.11 Miscellaneous Equipment A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. B. Quick coupler valves shall be set approximately 18 inches from walks, curbs, header boards, or paved areas where applicable. C. Install devices such as rain sensors, freeze sensors, flush valves, and air relief valves, master valves and flow sensors as Indicated on the drawings and as recommended by the manufacturer. 3.12 Flushing the System A. Prior to installation of irrigation heads, the valves shall be opened and a full head of water used to flush out the lines and risers. B. Irrigation heads shall be installed after fiushing the system has been completed. 3.13 Adjusting the System A. Contractor shall adjust valves, align heads, and check the coverage of each system prior to coverage test. B. If it is determined by the Landscape Architect or Owne~s authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to any planting. C. The entire system shall be operating properly before ,my planting operations commence. D. Automatic control valves are to be adjusted so that the irrigation heads, drip emitters and inline drip tubing operate at the pressure recommended by the manufacturer. 3.14 Testing and Observation A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by the Landscape Architect, Owner, and governing agencies. B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. C. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for the planted areas is complete and adequate in the presence of the Landscape Architect. D. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the system has been willfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accepted by the Landscape Architect and accomplished before starting any planting. E. Areas to be maintained for the formal maintenance period shall start maintenance at the same time, as directed by the Landscape Architect, Owner, and governing agencies. Partial areas will not be released into maintenance prior to completion of items listed in the pre-maintenance review. The maintenance period may not be phased. F. If, after the maintenance review, the irrigation systems are not accepted by the Landscape Architect, the contractor shall reimburse the Architect for additional site visits, or additional time required to review work. All additional time will be billed at the Architect's hourly rate and will be paid for by the contractor at no additional cost to the owner. G. Final inspection will not commence without record drawings as prepared by the Irrigation Contractor. 3.15 Maintenance During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation coverage to all intended plantings. 3.16 Completion Cleaning Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be swept, and any damage sustained on the work of others shall be repaired to original conditions. END OF SECTION APPROVED FOR /RR/GA T/ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T/ON OF PLAN TING AREA, BUIL T 11 RCE ___ EXP. ___ _ DATE REVIEw'ED BY• Ll402 -IRRIGATION SPECIFICATIONS INSPECTOR DATE l----+---!-------------l-----\---l--~----I I SH1E5ET 11 CITY OF CARLSBAD "I ~:::;::::::;:::.:·;;:::;::::::;:::::::::=:::P:::L::A:::N::N::IN::::G:::::D::IV:::IS::1:::0::::N=====~· LANDSCAPE IMPROVEMENT PLANS FDR: DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 5759 FLEET STREET LANDSCAPE IMPROVEMENTS PHASE 2 APPROVED:~ d}/ ~; . PLANNING DWN BY: -"a"'"--""-- CHKD BY: '-'A,_F __ RVWD BY:BL LPC2023-0012 DEV2022-0215 DRAWING NO. 540-8M N 0 T""' a.. ....I 1-w w ~-~ w w en w z \ C: \DRAWING FILES\llTLE SHEETS\XXXX.DWG 7/20/2019 \ EXISTING RHAPHIOLEPIS INDICA 'CLARA' HEDGE INFILL SAME SPECIES TO FILL IN GAPS \ \ \ \ ·" / SIGHT DISTANCE / TRIANGLE \ \ \ \ \ \ \ \ \ I 5' 10' 20' 10 lb ~ NORTH LP101 -PLANTING PLAN DIG~ I ~,RT DfAL TOLL FREE I ~' TIV. 811 UNDERGROUND SERVICE ALERT , J OF SOUTHERN A~· LEAST TWO CALIFORNIA DAYS BEFORE YOUDIG v':;.DSCAP,;-~ ~ LE>141t,{"l:, ~ "' ,j, 1:, ~rr 4470 ~ ~~ ~ '"~4,"' ~-~ ,,':r """.t" ~-3.314'-~ OF CA.\..\~ Expiration Dote: DATE PLANTING KEYNOTES PLANT SCHEDULE SYMBOL DESCRIPTION <y I STEEL EDGING PER CONSTRUCTION PLANS . SPECIAL INSTRUCTIONS 1. CONTRACTOR TO OBTAIN AGRONOMIC SOILS TEST AND IMPLEMENT SOIL AMENDMENTS AS RECOMMENDED. 1.1. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. COORDINATE WITH LANDSCAPE ARCHITECT TO CONFIRM TEST LOCATIONS/QUANTITY. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY {PRE-APPROVED BY THE CITY & LANDSCAPE ARCHITECT). PLEASE REFER TO SPECIFICATION SECTION 32 9113 ON SHEET 31 FOR MORE DETAILED INFORMATION. 1.2. 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. 2. CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING WITH LANDSCAPE ARCHITECT TO REVIEW ENTIRE SCOPE OF PLANTING WORK PRIOR TO INSTALLATION. PROVIDE 72 HOUR NOTICE. 3. ALL EXISTING PLANT MATERIAL MUST BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE NOTED. 4. ALL GRADING ON SITE SHALL HAVE POSITIVE SURFACE DRAINAGE (2% MINIMUM GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. NEW STATE MWELO NOTES OF CA 1. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR (4) CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX (6) INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER ON THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. 2. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED INTO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED TO MEET THE REQUIREMENTS OF THIS SECTION. 3. 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. KEY MAP jl/ // ;!; ;'ciJ(!P': <\ ~•~: ;.:! . ·.''. 1/ . i ----:Zr:~ .•. 0\· .·,· /; t ,y 11 !1 .' \-, ---,!f /J ,/ i \U\ I /1 11 ! I/'" f; --, 1: i /,',.::f / :::::.{,/ , I !i 1· 111/",J 1· • -.? !' /'/ n .-, r,<""-I G-i/1 , j/ l\ (Ji;-,_J 1 TREES REFER TO DETAILS ON SHEETLP 3.01 FOR TREE PLANTING AND STAKING SYMBOL SIZE BOTANICAL NAME EXISTING TREE TO REMAIN SHRUBS & VINES REFER TO DETAILS ON SHEET LP 3.01 FOR SHRUB & VINE PLANTING SYMBOL SIZE BOTANICAL NAME ' "~ " ·~· -··•'•'•"•' ·~ -- ~g§g§d 5GAL tQQ~I 5GAL tftg:[}gi 5GAL 0 15 GAL bb,t:..66. 1 GAL 6t:.6.l::..t:.l::. 0 15 GAL L=3 15GAL ~;a ALOE STRIATA ASPARAGUS DENSIFLORUS 'MYERS' CARISSA MACROCARPA 'BOXWOOD BEAUTY' LIGUSTRUM JAPONICUM 'TEXANUM' MUHLENBERGIA DUBIA AGAVE 'BLUE FLAME' RHAPHIOLEPIS INDICA 'CLARA' EXISTING PLANTING TO REMAIN GROUNDCOVER REFER TO DETAILS ON SHEET LP 3.01 FOR GROUNDCOVER PLANTING SYMBOL rrNrrq I ,cJ" ~r I·,",-,,,,] , ~~w11: NOTTO SCALE SIZE 5GAL 5GAL 1 GAL BOTANICAL NAME BOUGAINVILLEA '00-LA-LA' .... ------------------ CARISSA 'GREEN CARPET' .... LOMANDRA L. 'STEELY SLIM' APPROVED FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE \\ I ti \\\ \tI ' /1LP105 LOCATION OF PLANTING AREA. !\ \' \'i \ ! i,11!0 i ~\ !\ \ i.\'.1.·.. \[ .".6 f LP104 F \ •• ~·" 11 AS BUILT" \>' ;j ·~·. '1. ,,,\, ~·· •• :.,. '. \\ \t ,,. ,\.;; . : ' ,, ,I ' '1 • . . . \ \\ \\ \./,,>. ; ,/' -~ ,··\ .. :: • \ ,~·~\ \;\ .. ,M,',' <".•.\J. ;'.,,, ,r ,\\1,\\\'0-:_·: -~~"<.\\\\"' \'-\\ ~; ,_. ,,, ~ -·. , _'.\\' '\ ;\ L'ip1'·0· 3;:i;LP102 i • RCE EXP. DATE \~ _,· I , \;\\ t1\,-\. I \ Iv ,· C \\".' •.' . . • ,\\ '\., \·"-..,.--., , • • i \\'' \ \j),,'-,,., I REVIE\./ED BY, \ • ··1 v· \'\~ ,,,~", ' \ \\\ '\,, ',))>' \1\ , INSPECTOR DATE I 516T II CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: 5759 FLEET STREET LANDSCAPE IMPROVEMENTS PHASE 2 APPROVED: ,MA 4/ G . ?J!ub4 V PLANNING l OWN BY: AM LPC2023-0012 DRAWING NO. INITIAL DATE INITIAL DATE INITIAL CHKD BY: AF DESIGNER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: BL DEV2022-0215 540-8M I I \ C: \DRA'MNG FllES\T!TLE SHEE:TS\XXXX.DWG 7/20/2019 \ / / / -·-·"• \ 13" X PE I / / ;tr ; I / ' ' / ..... 0 ..... ✓, 0 5' 10' 20' 16 _ , 0 ~ II e NORTH PLANTING KEYNOTES SYMBOL DESCRIPTION <3:> STEEL EDGING PER CONSTRUCTION PLANS SPECIAL INSTRUCTIONS 1. CONTRACTOR TO OBTAIN AGRONOMIC SOILS TEST AND IMPLEMENT SOIL AMENDMENTS AS RECOMMENDED. 2. 1.1. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. COORDINATE WITH LANDSCAPE ARCHITECT TO CONFIRM TEST LOCATIONS/QUANTITY. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY & LANDSCAPE ARCHITECT). PLEASE REFER TO SPECIFICATION SECTION 32 9113 ON SHEET 31 FOR MORE DETAILED INFORMATION. 1.2. 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. CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING WITH LANDSCAPE ARCHITECT TO REVIEW ENTIRE SCOPE OF PLANTING WORK PRIOR TO INSTALLATION. PROVIDE 72 HOUR NOTICE. 3. ALL EXISTING PLANT MATERIAL MUST BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE NOTED. 4. ALL GRADING ON SITE SHALL HAVE POSITIVE SURFACE DRAINAGE (2% MINIMUM GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. NEW STATE MWELO NOTES OF CA 1. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR (4) CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX (6) INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MA TIER ON THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. 2. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED INTO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED TO MEET THE REQUIREMENTS OF THIS SECTION. 3. 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. KEY MAP PLANT SCHEDULE TREES REFER TO DETAILS ON SHEET LP 3.01 FOR TREE PLANTING AND STAKING SYMBOL SIZE BOTANICAL NAME EXISTING TREE TO REMAIN SHRUBS & VINES REFER TO DETAILS ON SHEETLP301 FOR SHRUB& VINE PLANTING SYMBOL ~g,}ggJ --,--,-.,.----~ ~~-- 0 Wff/%1 GROUNDCOVER SYMBOL ! 0:~]. SIZE 5GAL 5GAL 5GAL 15GAL 1 GAL 15GAL 15 GAL BOTANICAL NAME ALOE STRIATA ASPARAGUS DENSIFLORUS 'MYERS' CARISSA MACROCARPA 'BOXWOOD BEAUTY' LIGUSTRUM JAPONICUM 'TEXANUM' MUHLENBERGIA DUBIA AGAVE 'BLUE FLAME' RHAPHIOLEPIS INDICA 'CLARA' EXISTING PLANTING TO REMAIN REFER TO DETAILS ON SHEET LP 3.01 FOR GROUNDCOVER PLANTING SIZE I BOTANICAL NAME ' 5GAL BOUGAINVILLEA '00-LA-LA' t-------------·--------:-------· ----------·------------·---------------. -----___ ,._ --------- I ;.. -r_,_ + ,_-,..•..,,1 ' -!-~ - ~\,\\;<1 5GAL 1 GAL • • CARISSA 'GREEN CARPET' • -----------------------·--·--------·-·-··-- LOMANDRA L. 'STEELY SLIM' APPROVED FOR !RR/GA TION AND PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 RCE __ _ EXP, ___ _ DATE REV!Ew'ED BY: LP102-PLANTING PLAN INSPECTOR DATE -----------~----~--------------~-~--~-~--~---'----------------~ DIGALfRT 08lf1L T01LL FR1EE I ~~: ~~DERG~OUND [ SERVICE ALERT OF SOUTHERN ATLEASTTWO -~-CALIFORNIA :)A YS BEFORE YOU DIG 1-------+---+------------+---------+----+---------+---t I SH1E7ET 11 CITY OF CARLS BAD I . PLANNING DIVISION 1----+--+---------------+---+---t-------+--___, ~L=AN==n=s=c::'...AP'.::E:=::lM=P=R=o=VE=M=E=N:::::T:::::P:::::LAN::::::::::=s=F:::::O:::::R:::::: =======:::::'. 1----+--+---------------+-----+---+------+----1 5 759 FLEET STREET LANDSCAPE IMPROVEMENTS 1-----t--+---------------+---+--1----+---1 PHASE 2 APPROVED:~ 1-/ { " .. l-----t--+---------------+----+--1----+---I PLANNING l--c-=--t-c=c-cc-+---------------+----+--1----+---I ~D:;;W=.:;N:::B:;:::Y;:: ~A;;;,;fiv,~=~~~L=P=C=20=2=3=-=00=1=2===~0R=A=w=1N=G=No:::::'. _ DATE INITIAL t--DA_TE_~I_NI_TIA_L--+--_DA_T_E ~I_Nlll_A_L--1 CHKD BY: ~AF __ DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL L'.:Rc.'"V~W'.c.D--=B'-'-Y'-': B=L===.I DEV2022-0215 540-8M / C: \DRAWING FILES\TITI.E SHEETS\XXXX.DWG 7/20/2019 I I , ,!: flll"":~o~~ ,. ..... ~ or \,..\\'1• ~ ' r ✓I':r ,_J'-1 ,-J~,--'. i f·• ,_ {'.I i-.)'_, I_j-:.._r-~f" ~~~ ,----, ,------, ,------, ,------, ~u_ , _, ,-----,----/ _r-~ ,------, ,------' ~~ r _, r ·' ,~--,.,.,,,~-, . r/_,,__ \ ,------, ,------, ,------, _____, ,------, \ i ,------, ,------, _,_...,. r-' ~: :.: t,,,,,,,,,,,-i :=: =~ ,------, ,------, .----'--' ,------, ,------, EXISTING RHAPHIOLEPIS~I INDICA 'CLARA' HEDGE INFILL SAME SPECIES TO FILL IN GAPS \ ' :s::: ~ () :r: r -z ~\ m m en :r: m Ji 0 5' 10' 20' ~ 19 b ~ " " NORTH ~ PLANTING KEYNOTES SYMBOL i DESCRIPTION <:y STEEL EDGING PER CONSTRUCTION PLANS SPECIAL INSTRUCTIONS 1. CONTRACTOR TO OBTAIN AGRONOMIC SOILS TEST AND IMPLEMENT SOIL AMENDMENTS AS RECOMMENDED. 1.1. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. COORDINATE WITH LANDSCAPE ARCHITECT TO CONFIRM TEST LOCATIONS/QUANTITY. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY & LANDSCAPE ARCHITECT). PLEASE REFER TO SPECIFICATION SECTION 32 9113 ON SHEET 31 FOR MORE DETAILED INFORMATION. 1.2. 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. 2. CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING WITH LANDSCAPE ARCHITECT TO REVIEW ENTIRE SCOPE OF PLANTING WORK PRIOR TO INSTALLATION. PROVIDE 72 HOUR NOTICE. 3. ALL EXISTING PLANT MATERIAL MUST BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE NOTED. 4. ALL GRADING ON SITE SHALL HAVE POSITIVE SURFACE DRAINAGE (2% MINIMUM GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. NEW STATE MWELO NOTES OF CA 1. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR (4) CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX (6) INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER ON THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. 2. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED INTO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED TO MEET THE REQUIREMENTS OF THIS SECTION. 3. 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. KEY MAP PLANT SCHEDULE TREES REFER TO DETAILS ON SHEET LP 3.01 FOR TREE PLANTING AND STAKING SYMBOL SIZE BOTANICAL NAME EXISTING TREE TO REMAIN SHRUBS & VINES REFER TO DETAILS ON SHEET LP 3.01 FOR SHRUB & VINE PLANTING SYMBOL ~qg§J r§-§g] ··~-------------------- m{}w i 0 0 GROUNDCOVER SYMBOL ~~:~ ···---·-······-·· ... ... I··,·, ,, ·.·] SIZE BOTANICAL NAME 5GAL ALOE STRIATA 5GAL ASPARAGUS DENSIFLORUS 'MYERS' 5GAL CARISSA MACROCARPA 'BOXWOOD BEAUTY' 15 GAL LIGUSTRUM JAPONICUM 'TEXANUM' 1 GAL MUHLENBERGIA DUBIA 15GAL AGAVE 'BLUE FLAME' RHAPHIOLEPIS INDICA 'CLARA' EXISTING PLANTING TO REMAIN REFER TO DETAILS ON SHEET LP 3.01 FOR GROUNOCOVER PLANTING SIZE BOTANICAL NAME 5GAL BOUGAINVILLEA 'OO-LA-LA' ------------------------ 5GAL CARISSA 'GREEN CARPET' --• -------------• -------------------------------------. . . ~0] NOTTO SCALE 1 GAL LOMANDRA L. 'STEELY SLIM' APPROVED FOR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCA TYON OF PLANTING AREA. 11 AS BUIL T 11 RCE __ _ EXP. ___ _ DATE REVJE\,iED BY< LP103 -PLANTING PLAN INSPECTOR DATE ------------,----,---,----------------.----,----,----,,--....---....1..C~ "'-,;c,,_ "'-:.;,~ "'~ ,;c_= _;_= -~ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ .::.._ :.:.._ ;.;;;_ :.:.._ -_ -~ 4 DJ GP RT 1---+--1--------------1----+--+--+--i I s18T 11 CITY PL?N~NGCD~~o¼SBAD I DIAL TOLL FREE "' ; \ rn ::===-================::::'. 811 I l . ./' • UNDERGROUND l----+--+----------------+------l---1----J----I LANDSCAPE IMPROVEMENT PLANS FOR: SERVICE ALERT OF SOUn!ERN l----+--.J-----------------.J-----+---1----+-----1 <TL£AST1WO CALIFORNIA 5759 FLEET STREET LANDSCAPE IMPROVEMENTS r''_Avs_BE_,o_RE_vou_o-::10 ::;:=;~::::----jf---+--t---------------t---+----if----t-----1 PHASE 2 v':,.oSCAp< {;> '@,t-Q LEN,;if./i.-f,r,C' ~~ ,i,~ !j -· ,. 4470 ~ .J '/T ~\ } -I b,. 7i I 4 ~~~-~:~~.ri,r Q~~ ~OF CA\..\'( Exoiration Date: 1----+---+-------------+---+--+--+---l I APPROVE□.: .Ll. ./ ~ I -~/H_ -s/11/zA· l----+--+----------------1----+---l----+----i ::;;P:='LA:;=N=:N~IN::::G=;:;:;==;-;====:::====~===='.· 1---c~c-+-cc=ccc-l-----------------l----+---l----+-----I DWN BY: ~A=IM__ DRAWING NO. DATE INlllAL .__DA_T_E ~I_NI_TIA_L__,__DA_TE_c__l_NIT_IA_L_. CHKD BY: ,..,AF__ LPC2023-0012 DESIGNER oF woRK REVISION DESCRIPTION OTHER APPROVAL ciw APPROVAL L!:R~v.,...wo~B'...!.Y,__,: B=L===.1 □Ev2022-021s 540-8M I ~ .. ·· •• • r'" "<.' ' \ \OLIA \ tEMOVED I I I I \ I I I \ \ \ I I . GNOLIA / . REMOVED i I I I I I I I I I I I I , I I \ I I I \ \ C; \DRAWING F!LES\111LE SHEE1S\XXXX.OWG 7 /20/201S \ I \ \ \ 0{;Y//////A \ • . ' \ ilillllillllll/llllllJllllilllllf ., \ > I ' I I \ \ \ • ' 1 EXISTING---- B~UGAINVt,LLE \ '00-LA-l ' ' . \ \ r-++'HOENIX ROEBE,ENII 1 I I I I I \ \ ~+-XISTIN\3 RHAPHI0LEPIS INDICA 'CLARA' 12" M \ \ I I \ I \ 16" MAGNQLlp;\ \ ' \ \ ' \ . ~ HOENIX ROE~.ELENII ~ \ \ \ \ \ \ \ I i ou4 I I \ \ >---EXISTING Rl\lAPHI L . 1 INDICA 'BALL~RINA' • \ \ \ \ ~ \ \PHOE \ \ \ \ \ \ ' \ \ \ \ ~,,--FXISTING RHAPHIOLEPIS INDICA 'CLARA'' \ \ \ \ li;:XISTING-.7-- B0UG~NV E -···'O0.sLA-LA' ;J -'EXISTING 00{::fGAINVILLE '00-LA-LA' I \ '.m~~'::..L-+XISTING ~ B0UGAINVILLE '00-LA-LA' ,.,.,,,,, \ p ROE (RELOCATE CORNE 0 5' 10' 20' ~ NORTH LP104-PLANTING PLAN DIG-RT • DIAL TOLL FREE I \ T.M. - 811 1 (();(9 UNDERGROUND SERVICE ALERT OF SOUTHERN hT ~EAST TWO CALIFORNIA DAYS BEFORE YOU DIG ;_,,\ll)SC..P,r ,:Y ~'> LEJ'<41,l~ ~qj ~~ ~~4470 'cl ~ ~ .. .. ~ c:!' ~;-~ (I,,_ 3-31~ 0~ 0~ c,,.LII Expiration Date: DATE PLANTING KEYNOTES SYMBOL DESCRIPTION 0 STEEL EDGING PER CONSTRUCTION PLANS SPECIAL INSTRUCTIONS 1. CONTRACTOR TO OBTAIN AGRONOMIC SOILS TEST AND IMPLEMENT SOIL AMENDMENTS AS RECOMMENDED. PLANT SCHEDULE TREES REFER TO DETAILS ON SHEET LP 3.01 FOR TREE PLANTING AND STAKING SYMBOL SIZE BOTANICAL NAME EXISTING TREE TO REMAIN SHRUBS & VINES REFER TO DETAILS ON SHEET LP 3.01 FOR SHRUB & VINE PLANTING SYMBOL SIZE BOTANICAL NAME -. .... ~~"~"'"' ...... ~ .. -..... _,,,,., - ~i{}~<{}J. 5GAL ALOE STRIATA Fuilii: 5GAL ASPARAGUS DENSIFLORUS 'MYERS' 1.1. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BETAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. COORDINATE WITH LANDSCAPE ARCHITECT TO CONFIRM TEST LOCATIONS/QUANTITY. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY & LANDSCAPE ARCHITECT). PLEASE REFER TO SPECIFICATION SECTION 32 9113 ON SHEET 31 FOR MORE DETAILED INFORMATION. 8R@ 5GAL CARISSA MACROCARPA 'BOXWOOD BEAUTY' 1.2. 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. 2. CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING WITH LANDSCAPE ARCHITECT TO REVIEW ENTIRE SCOPE OF PLANTING WORK PRIOR TO INSTALLATION. PROVIDE 72 HOUR NOTICE. 3. ALL EXISTING PLANT MATERIAL MUST BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE NOTED. 4. ALL GRADING ON SITE SHALL HAVE POSITIVE SURFACE DRAINAGE (2% MINIMUM GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. NEW STATE MWELO NOTES OF CA 1. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR (4) CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX (6) INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MA TIER ON THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. 2. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED INTO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED TO MEET THE REQUIREMENTS OF THIS SECTION. 3. 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. KEY MAP Jr , ~.' -!/ -~~:""ef/_i .Q;-_ --~ '.!1 J l t'.// r~---._ic>~:-!;,,jJ:;,\ \ 0 15 GAL LIGUSTRUM JAPONICUM 'TEXANUM' b, 6 .6 h. £,. 1 GAL MUHLENBERGIA DUBIA 0 15GAL AGAVE 'BLUE FLAME' t~=:=] 15GAL RHAPHIOLEPIS INDICA 'CLARA' ~j//1/~ EXISTING PLANTING TO REMAIN GROUNDCOVER REFER TO DETAILS ON SHEET LP 3.01 FOR GROUNOCOVER PLANTING SYMBOL NOTTO SCALE SIZE 5GAL 5GAL 1 GAL BOTANICAL NAME BOUGAINVILLEA 'OO-LA-LA' CARISSA 'GREEN CARPET' LOMANDRA L 'STEELY SLIM' APPROVED FOR f•' /I.'/) "")i/ --r l·1 'r 1 >?, . i? ••• ·~,1· ! !11 ; lFi ,'zt7t /RR/GA TION ANO PLANTING <? !/ lit l _tl~/_I -;· : ', - ·f/ // f // ( 11 ~.;" LP107 L-P106 c·' ONLY, INCLUDING PRECISE " I I I ' I ' • 2t ! 1~ ' /,I J1 • i ,·' LOCATION OF PLANTING 1 • 11 11 ! i. ti 0. E.-.·.· i t,", .; . ~i I 1,1,;! '"t"• ~·-"' ' tj i -\ 1-·-:, ·-· -> I AREA. i,·\ h 1:i .. 1" .. ' :i',~.·.:·,.·:·:.·.~stf. :\ .LP105 \~ ' l\ iri' ' ; is, "'l (\-- 1.1 \1 1\1 V 1~f-i LP104 :,,: • > 11 AS BUIL T11 \l . 1\\ '\, .. / \. • • • .. ., \\, \\ \ Jr , .. \\.:.; · · · · -· · LP101 \ ,.,, ' •. -~-~ ... ~. \1\ ,, \~,✓"'.\J1·r·-u~·-~.. ..✓ ,. \\ I •\\ --- \''\ ;L~10~;~P102 I " \ RCE EXP. DATE 1V/ (/-,;~ I, ,'\ I ' \-<._..✓~-,..,1' '\ .;;,,,,~" I \, \ ' ,1..,. REV!Ew'ED BY: ' \<,"' .,p,,,, \:,.\f~ I ' \,\ ""'-';, \ \,\ '..>--' . INSPECTOR DATE I 519T II CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: 5759 Fl.EET STREET LANDSCAPE IMPROVEMENTS PHASE 2 APPROVED~ 4/ G P, 2 l11 1t1. PLANNING \ OWN BY: AM DRAWING NO. INITIAL DATE INITIAL DATE INITIAL BY: AF LPC2023-0012 CHKD DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: BL DEV2022-0215 540-8M I \ \ \ ' I i EXISTING LIGUSTRUM JAPONICUM 'TEXAl,NUM HEDGE INFILL ME SPECIES TO FILL IN GAPS , HOENIX RO ENII \ \ PHOENIX ROEBELENII (RELOCATED FROM CORNER SIGN) ,,,.--b" MAGNOLIA \ i (\ ~+-XI STING BOUGAINVILLE 'OO-LA-LA' C: \DRAWING FlLES\llTLE SHEETS\XXXX.DWG 7/20/2019 HOENIX ROEBELENII (RELOCATED FROM CORNER SIGN) --SIGHT DIST ANGE TRIANGLE ~-vHOENIX ROEBELENII 5' 10' 20' 1b 1b ~ II = ~- ~ NORTH LP105 -PLANTING PLAN PLANTING KEYNOTES SYMBOL DESCRIPTION <i> STEEL EDGING PER CONSTRUCTION PLANS SPECIAL INSTRUCTIONS 1. CONTRACTOR TO OBTAIN AGRONOMIC SOILS TEST AND IMPLEMENT SOIL AMENDMENTS AS RECOMMENDED. 1.1. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. COORDINATE WITH LANDSCAPE ARCHITECT TO CONFIRM TEST LOCATIONS/QUANTITY. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY {PRE-APPROVED BY THE CITY & LANDSCAPE ARCHITECT). PLEASE REFER TO SPECIFICATION SECTION 32 9113 ON SHEET 31 FOR MORE DETAILED INFORMATION. 1.2. 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. 2. CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING WITH LANDSCAPE ARCHITECT TO REVIEW ENTIRE SCOPE OF PLANTING WORK PRIOR TO INSTALLATION. PROVIDE 72 HOUR NOTICE. 3. ALL EXISTING PLANT MATERIAL MUST BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE NOTED. 4. ALL GRADING ON SITE SHALL HAVE POSITIVE SURFACE DRAINAGE (2% MINIMUM GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. NEW STATE MWELO NOTES OF CA 1. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR (4) CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX (6) INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER ON THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. 2. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED INTO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED TO MEET THE REQUIREMENTS OF THIS SECTION. 3. 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. KEY MAP PLANT SCHEDULE TREES REFER TO DETAILS ON SHEETLP 3.01 FOR TREE PLANTING AND STAKING SYMBOL SIZE BOTANICAL NAME EXISTING TREE TO REMAIN SHRUBS & VINES REFER TO DETAILS ON SHEET LP 3.01 FOR SHRUB & VINE PLANTING SYMBOL SIZE ~Bf}~}g,J 5 GAL -e,-~-·--·--------~--~- Eh%~ 5GAL ~l}FrJ}g] 5 GAL 0 15GAL 1 GAL BOTANICAL NAME ALOE STRIATA ASPARAGUS DENSIFLORUS 'MYERS' CARISSA MACROCARPA 'BOXWOOD BEAUTY' LIGUSTRUM JAPONICUM 'TEXANUM' MUHLENBERGIA DUBIA 0 15 GAL AGAVE 'BLUE FLAME' 15 GAL RHAPHIOLEPIS INDICA 'CLARA' EXISTING PLANTING TO REMAIN GROUNDCOVER REFER TO DETAILS ON SHEET LP 3.01 FOR GROUNDCOVER PLANTING SYMBOL NOTTO SCALE SIZE 5GAL 5GAL 1 GAL BOTANICAL NAME BOUGAINVILLEA '00-LA-LA' CARISSA 'GREEN CARPET' LOMANDRA L. 'STEELY SLIM' APPROVED FOR !RR/GA T!Ot\J ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. 11 AS BUIL T 11 RCE __ _ EXP. ___ _ DATE REVIE\v'ED BY, INSPECTOR DATE >-----+---+------------+------+----+---+----I I SH2EOET 11 CITY OF CARLS BAD I . PLANNING DIVISION . DIAL TOlL FREE T.M ~~~~:::;;:;;:;:;:;;;:;:;:;;:::;=.:::;::;:::;=======: DIG RT -SERVICE ALERT 811 UNDERGROUND l------l---+------------------+----+--+----11----1 LANDSCAPE IMPROVEMENT PLANS FOR: ,,TLEASTTWO •e,;,,,,-,,. g:,~~~1~RN l------l---+------------------+----+--+----11----1 5759 FLEET STREET LANDSCAPE IMPROVEMENTS IDA_v_ss_EFo_RE_vo_u-:DIG~s;;:::----4---+---t---------------+--+----t---+--1 PHASE 2 v,l'f>SCAPl' ,S, '#'O LE"4"'i-1~~ !t~'" ,i.,'% .. 4 ~ ~ ~)-~ ~-_;:.31.V~ OF" CA\..\~ Expiration Dote: DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL I APPROVED: .,,A.. ;)/q:: 16, /2-t( PLANNING OWN BY: ~'"' LPC2023-0012 DRAWING NO. DATE INITIAL CHKD BY: AF CITY APPROVAL RVWD BY: BL DEV2022-0215 540-8M I r--- 0 ....... a.. _J 1- EXISTING LIGUSTRUM JAPONICUM 'TEXANUM' HEDGE ADD SAME TO FILL IN GAPS ttl __;:;;-,--PHOENIX ROEBELENI I Cl) w w Cl) \ UJ~I z. _J ,, I "\ (..) > \ ~ I I ~ ~ I \ \ \ \ C: \ORA'MNG FlLES\TITLE SHEETS\XXXX.DWG 7/20/2019 ' I \ ' V LP1Q8 I ,, \ \ \ \ \ \ \ \ \ \ \ \ \ \ f" f?,,_D __ t:c,_£:~ L\ b, i,. , 6. le, 6. !:,~ 1::.. ;ilb.66.6.J;;,,.6. 6. 6. b. t.,. l::. 1::.. 6. D £,. 6 D 6. \ \ \ /\/\/\/\/\A61\6.A6h. / /:,6/\./\.j\/)./\,A../\./\/:,b, /\ /\ £:\. A /\ A /, t:,. !', .6 ,::,_ 6 66.Lll~!\l>.!\!\/\/\I::,!\ b.D.D.tl.6.6.6.6666 PHOENIX ROEBELENI XISTING BOUGAINVILLE '00-LA-LA' ~ \ ! 'i/ . 104 \ \ \ 0 5' 10' 20' • 19 'o ~ JI ~ ~ NORTH LP106 -PLANTING PLAN PLANTING KEYNOTES SYMBOL I DESCRIPTION 0 STEEL EDGING PER CONSTRUCTION PLANS SPECIAL INSTRUCTIONS 1. CONTRACTOR TO OBTAIN AGRONOMIC SOILS TEST AND IMPLEMENT SOIL AMENDMENTS AS RECOMMENDED. 1.1. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. COORDINATE WITH LANDSCAPE ARCHITECT TO CONFIRM TEST LOCATIONS/QUANTITY. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY & LANDSCAPE ARCHITECT). PLEASE REFER TO SPECIFICATION SECTION 32 9113 ON SHEET 31 FOR MORE DETAILED INFORMATION. 1.2. 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. 2. CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING WITH LANDSCAPE ARCHITECT TO REVIEW ENTIRE SCOPE OF PLANTING WORK PRIOR TO INSTALLATION. PROVIDE 72 HOUR NOTICE. 3. ALL EXISTING PLANT MATERIAL MUST BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE NOTED. 4. ALL GRADING ON SITE SHALL HAVE POSITIVE SURFACE DRAINAGE (2% MINIMUM GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. NEW STATE MWELO NOTES OF CA 1. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR (4) CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE IN CORPORA TED TO A DEPTH OF SIX (6) INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER ON THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. 2. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED INTO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED TO MEET THE REQUIREMENTS OF THIS SECTION. 3. 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. KEY MAP PLANT SCHEDULE TREES REFER TO DETAILS ON SHEET LP 3,01 FOR TREE PLANTING AND STAKING SYMBOL SIZE BOTANICAL NAME EXISTING TREE TO REMAIN SHRUBS & VINES REFER TO DETAILS ON SHEET LP 3.01 FOR SHRUB & VINE PLANTING SYMBOL SIZE BOTANICAL NAME fil§g{:J 5GAL ALOE STRIATA ·---·----------~--------------------------•---------------- 8:S}H] 5GAL ffffffil1d 0 5GAL 15GAL 1 GAL 0 15GAL t ~ :::'. =3 15 GAL ~;;ml. ASPARAGUS DENSIFLORUS 'MYERS' CARISSA MACROCARPA 'BOXWOOD BEAUTY' LIGUSTRUM JAPONICUM 'TEXANUM' MUHLENBERGIA DUBIA AGAVE 'BLUE FLAME' RHAPHIOLEPIS INDICA 'CLARA' EXISTING PLANTING TO REMAIN GROUNDCOVER REFER TO DETAILS ON SHEET LP 3,01 FOR GROUNDCOVER PLANTING SYMBOL NOTTO SCALE SIZE 5GAL 5GAL 1 GAL BOTANICAL NAME BOUGAINVILLEA 'OO-LA-LA' CARISSA 'GREEN CARPET' LOMANDRA L 'STEELY SLIM' APPROVED FOR !RR/GA TION ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. RCE __ _ EXP, ___ _ DATE REVIE\./ED BY: INSPECTOR DATE DIGA RT ~~,.,,.;;;.;;;,, 'a)IAL T01LL FR1·EE ~ h ._ \ ~~DERGROUNO 1-------+--+-----------+---+------+---+-----i I SH2E1ET 11 CITY OF CARLSBAD I . PLANNING DIVISION . ::==:==;=::'..':::::::::::::::::====::::::::::::=================~ LANDSCAPE IMPROVEMENT PLANS FOR: , w". SERVICE ALERT l1 OF SOUTHERN ;,,TLEASTlWO '°""-CALIFORNIA DAYS BEFORE YOU DIG DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 5759 FLEET STREET LANDSCAPE IMPROVEMENTS PHASE 2 I APPROVED: A l)f<;~ -:,/,1 /2.tf PLANNING DWN BY: AM LPC2023-0012 DRAWING NO. CHKD BY: AF RVWD BY: BL DEV2022-0215 540-8M I MATCH LINE SEE SHEET LP108 I I I I I I I /1 I i I / 0/ /0 . i j • \\ j}; ---/ I I I I I ' I \ / I \ \ / PHOENIX ROEBELENII- --EXISTING RHAPHIOLEPIS INDICA 'CLARA' • ~ 1.' \ I I \\I I\ I \ \ I r \ \ \ I \ C: \DRA'MNG FILES\ TITLE SHEETS\XXXX.DWG 7/20/2019 ,, ..,, ', / Cl'V'"0 A r:, \ 11 ·. ,~; 0 I \ ; I \ \ \ :::,;. I \ I \ I I ' \ \ \ \ I \ \ '., !STING APANTH ? // . / \ I \ \MATCH~E ~ ~· \ ,,;., \ \ \ ~ ~-+XI STING STRELITZIA REGINAE _.----FXISTING BOUGAINVILLE 'OO-LA-LA' / \ I \ ' \ \ \ OLI I I / I I ,, ' \ \ ' ____ / / .---'•,. ,\ \ ' ' 1 ... \i:>IJ'.toi;Nt'11( 1 OEBELENI ' • " , ', I ,' ~ !I "".Y \' I \ \' / I ·~-~ \--.--'f~ \ \ \::\·; \ \ ,;_ __ ).-J ' . ;,,.---: \ (.0 0 ........ CL ......I I-w w ::c U') w w U) w z ......I I (.) I-<( ~ LP107 -PLANTING PLAN DIG ~ERT I "\'1 '" Dlft,L TOLL FREE 81 1 UNDERGROUND 'l ~' SERVICE ALERT OF SOUTHERN 1\TLEASTlWO CALIFORNIA DAYS BEFORE YOU DlG 0 5' 10' ~ NORTH '>c,>rJSC,.,pl: ~ s, LEN4,;/~ if. lJQ 1--::. . ~ rlil4 'il ,J / _, .. ~~.,,,; 4 ~ /.~ 4;-(' ~-3.:51..ei,I, ~ DATE OF CA\..\i DESIGNER Expiration Dote: PLANTING KEYNOTES PLANT SCHEDULE SYMBOL DESCRIPTION TREES REFER TO DETAILS ON SHEET LP 3.01 FOR TREE PLANTING AND STAKING 0 STEEL EDGING PER CONSTRUCTION PLANS SPECIAL INSTRUCTIONS 1. CONTRACTOR TO OBTAIN AGRONOMIC SOILS TEST AND IMPLEMENT SOIL AMENDMENTS AS RECOMMENDED. SYMBOL / --. \ ' \ \ -/ _1;;1\11.-,, (i:>~'1. ¾ ::,, v\0' SIZE BOTANICAL NAME . . I EXISTING TREE TO REMAIN I I . I i 1.1. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. COORDINATE WITH LANDSCAPE ARCHITECT TO CONFIRM TEST LOCATIONS/QUANTITY. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY & LANDSCAPE ARCHITECT). PLEASE REFER TO SPECIFICATION SECTION 32 9113 ON SHEET 31 FOR MORE DETAILED INFORMATION. SHRUBS & VINES REFER TO DETAILS ON SHEET LP 3 01 FOR SHRUB & VINE PLANTING SYMBOL SIZE BOTANICAL NAME t}g{}gf}J . 5 GAL ALOE STRIATA _, -· ·" . "-····· -··--. -· !091 5 GAL ASPARAGUS DENSIFLORUS 'MYERS' -----. --------______ , -----·-···-··--··-·---·---"'""'-·"'' ----·-·· .,_,.,.,.,_,.,_, __ ,,,,,,_,_,_,_,_,,, ___ ,, __ , __ , ...... f@}sJil 5 GAL CARISSA MACROCARPA 'BOXWOOD BEAUTY' -~ -------------.• ,...... ----------------------1.2. 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. 0 15 GAL LIGUSTRUM JAPONICUM 'TEXANUM' 2. CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING WITH LANDSCAPE ARCHITECT TO REVIEW ENTIRE SCOPE OF PLANTING WORK PRIOR TO INSTALLATION. PROVIDE 72 HOUR NOTICE. 3. ALL EXISTING PLANT MATERIAL MUST BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE NOTED. 1 GAL MUHLENBERG IA DUBIA 0 15GAL t =: ::'. g 15 GAL --__ ,,. ---. ---·-·--·--~·-·-- W¼!:1 • AGAVE 'BLUE FLAME' RHAPHIOLEPIS INDICA 'CLARA' EXISTING PLANTING TO REMAIN 4. ALL GRADING ON SITE SHALL HAVE POSITIVE SURFACE DRAINAGE (2% MINIMUM GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. GROUNDCOVER REFER TO DETAILS ON SHEET LP 3.01 FOR GROUNDCOVER PLANTING SYMBOL SIZE BOTANICAL NAME ~ 5GAL 5GAL 1 GAL BOUGAINVILLEA 'OO-LA-LA' CARISSA 'GREEN CARPET LOMANDRA L 'STEELY SLIM' NEW STATE MWELO NOTES OF CA 1,,·•, ',',] 1. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR (4) CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE IN CORPORA TED TO A DEPTH OF SIX (6) INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER ON THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. 2. 3. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED INTO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED TO MEET THE REQUIREMENTS 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. KEY MAP i/j It f//""C:..•:::~ .. l.n I •. "·· •._:: •';) \ ,,; 1 :' ! ~ .._,__ ! ":"-' C, ' .JI/ · 'J'1.I ;··<1,'!l!J;,,.I t~. !1 ,// •I : '\'.,• \\ ✓,\ \< -JI i· I 1; f \" I ~ .• .. -_'\ .,\\ --J I , l l j{j' .:>:,: I \. >'1 I /11 ,, .,;c;; ·:'.%,,·. '\· /,. / · " I I l," • ~· / I c;;,> '.'' /' ,.•.· 'I '.!''' ... ,.,.-, ' !11 i ;ii I / __ ,t.--:: -,"--·-./~,, ,, 1! 11 Ii (', 1LP107>LP106 \ 1 ,I ,_ !i 1 ) 1 .\ \ I l I· ,r; \', -\ _ -''' \ I :1 ,, t·'1--. .-;: •-, •. ·.·.:'.. 1. '"'.' i i/ j O r= • • • ,--~-'~·-, •\ \ ' I 'I. \1 I, C '~:: '~ :i::: . 1 ),. \. ,,\,' ; ' i1 1_\ ··:~, <-~! .;- NOTTO SCALE APPROVED FOR !RR/GA T/ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. I \ i• \\ \......p • ' }.'/ ·,,,...-'' 11 'f~ I ' 1.1 (\ 'I1:i '. .•' ; LP105 ~,\ , I\ l1 1 , pH I ,, l ,.,, 1 \.1 '1 1, •. 11.. \!··. ,1=11 L.P104 1:.>. •• • ••• \i:,. 11 AS BUIL T 11 ,1 _J_ -\\ ,, \\ ,-/ \ '(· v v \\\ l', __,./ \ \ , \_. I ,,, I• I ~' ·IV ·,:;;1LP101 I '\\\ l\ \ _,.--,......... .: ~7~ / / 't \\ ,\ '<; ,(J ! ,;'!;J'" /' '\ \' 1"' ' ':C\\ \\ \ \\\ /> ,,,\\\).-)•'. I '/LP1.0Ji~P1~2, b I RCE EXP. DATE \ ·~ I \'\ /<->C~_5\\\ \ \_ \ '1 _ , .. _., ~),) \ \ ,,,f"v· REVIE\JED BY, ,,, ))>''''> \,\ '-..,,,\\ , \-\ \)-- INSPECTOR DATE 1522T II CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: 5759 FLEET STREET LANDSCAPE IMPROVEMENTS PHASE 2 I APPROVED: ~ lliQ--;l,dw PLANNING AM DWN BY: DRAWING NO. INITIAL DATE INITIAL DATE INITIAL CHKD BY: AF LPC2023-0012 OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL RVWD BY: BL DEV2022-0215 54O-BM I I C) ....... ....... a.. .....I I-w w I en w w en w z .....I I (..) ~ ~ ~ r--+-XISTING RHAPHIOLEPIS IND CA 'BALLERIN C: \DRAWING FILES\ 11TLE SHEETS\XXXX.DWG 7/20/2019 f MATCH LINE SEE SHEET LP109 1/ D. 6. D D. 6 6 ti .6. 8 // t:,. l:. 6 6 6 6. 6 6. t;. // 6. 6. Ll. l1 6 6 D t~ 6 ~+-XISTINGRHAPHIOLEPIS INDICA 'BALLERINA' 66.h.66.6.D.6.6. D. 6. 6 6 6 D. L1 D. 66666.6.66. L:,Dh.bD.1::,..6.6. ·, \ \ ~-~ ~-/ {( )J_,// /· / D.D.6.6.6.6.l1 6 6. 6 6 6 L t:, L,.l::,.6,6,!:,L,.t:, 6.6.D.6D.D6. 66.lo,::O.l\.66L'! 6. 6. 6 {;,.. A-··f:r-6.. 6 4-vS. D. 6. 6 6. ''" ~ /A6.n6DL::.6. ,, 6 6 6 6 6 -6 1.1 ,. ,..; . // ,,----EXISTING / ./ •• • STRELITZIA /•. /···• .. ,L,66.D.D.D.D. D. I:,, 6 6 I.), 6 6 6 6. 6 6 D. h. D. 6 )(.6 6 6 .6. 6" '!i'J>1 \ ·REGINAE .. '• . / . '~ / / "',, • )QSTl~G RHAPHIOLEPIS INDl~'BALLERINA' FILL GAPS WITH CARISSA '• MACROCARP~ 'BOXWOOD BEAUTY' ~...,..XISTING STRELITZIA R GINAE ,--,--XISTING RHAPHIOLEPIS INDICA 'BALLERINA' -·; r I \ v• --~H:ENIX ~ DACTYLIFERAt. ~ASEMENT .. ' l:,, D. 6. h. /-SIGHT DISTANCE TRIANGLE 1 MATCHLINE SEE SHEET LP107 0 5' 10' 20' 10 'b ~ JI ~ ffi NORTH PLANTING KEYNOTES SYMBOL ! DESCRIPTION 0 STEEL EDGING PER CONSTRUCTION PLANS SPECIAL INSTRUCTIONS 1. CONTRACTOR TO OBTAIN AGRONOMIC SOILS TEST AND IMPLEMENT SOIL AMENDMENTS AS RECOMMENDED. 1.1. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. COORDINATE WITH LANDSCAPE ARCHITECT TO CONFIRM TEST LOCATIONS/QUANTITY. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY & LANDSCAPE ARCHITECT). PLEASE REFER TO SPECIFICATION SECTION 32 9113 ON SHEET 31 FOR MORE DETAILED INFORMATION. 1.2. 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. 2. CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING WITH LANDSCAPE ARCHITECT TO REVIEW ENTIRE SCOPE OF PLANTING WORK PRIOR TO INSTALLATION. PROVIDE 72 HOUR NOTICE. 3. ALL EXISTING PLANT MATERIAL MUST BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE NOTED. 4. ALL GRADING ON SITE SHALL HAVE POSITIVE SURFACE DRAINAGE (2% MINIMUM GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. NEW STATE MWELO NOTES OF CA 1. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR (4) CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX (6) INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER ON THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. 2. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED INTO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED TO MEET THE REQUIREMENTS OF THIS SECTION. 3. 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. KEY MAP PLANT SCHEDULE TREES REFER TO DETAILS ON SHEET LP 3.01 FOR TREE PLANTING AND STAKING SYMBOL SIZE BOTANICAL NAME EXISTING TREE TO REMAIN SHRUBS & VINES REFER TO DETAILS ON SHEET LP 3.01 FOR SHRUB & VINE PLANTING SYMBOL SIZE BOTANICAL NAME ~'5{:,§J 5 GAL ALOE STRIATA ·-· -~·--·-··--··--·-" tRRRl 5GAL ASPARAGUS DENSIFLORUS 'MYERS' [(;}[(Fl • 5 GAL CARISSA MACROCARPA 'BOXWOOD BEAUTY' 0 15GAL LIGUSTRUM JAPONICUM 'TEXANUM' 1 GAL MUHLENBERGIA DUBIA 15GAL AGAVE 'BLUE FLAME' 15 GAL RHAPHIOLEPIS INDICA 'CLARA' W.:½½1 ! EXISTING PLANTING TO REMAIN GROUNDCOVER REFER TO DETAILS ON SHEET LP 3.01 FOR GROUNDCOVER PLANTING SYMBOL SIZE p;;::-2::1 • 5 GAL I',', ',' ,·j 5 GAL 0\Jj • 1 GAL ffi NOTTO SCALE BOTANICAL NAME BOUGAINVILLEA '00-LA-LA' CARISSA 'GREEN CARPET' LOMANDRA L. 'STEELY SLIM' APPRO VEO FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. 11 AS BUIL T11 RCE __ _ EXP, ___ _ DATE REVIE\./ED BY: LP108 -PLANTING PLAN RT ATLEASTTWO DAYS BEFORE YOU DIG INSPECTOR DATE l-----+----J--------------+---+---11-----t----i I SH2E3ET 11 . PLANNING DIVISION ;;LA::;:;:;:ND~S:;C:;,A,_;P:;;E=l;::M;;P:;;R:;OVE;:;:;;:M;E;;N;;T=P;;LAN=::;:;;S=:F::;O;:R~: =======; CITY OF CARLSBAD 5759 FLEET STREET LANDSCAPE IMPROVEMENTS PHASE 2 1---+--+-------------t---+--+---t----J I APPROVED: A 11./ Q.', .PLANNING DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY:~~- CHKD BY: s,cA,...F __ RVWD BY: BL LPC2023-0012 DEV2022-0215 DRAWING NO. 540-BM I 0 T""" ,s " ' ' -f-"'/ -f-' ' ., ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' .... .h"t-+-XISTING PHOENIX • ROEBELENII (L > _j -f-·;.. .,._ I-"I--1-/7",-.C . '-17+• 1 --1-"),.,_sf 1-w w· :::c Cl) wi w Cl) w z _j :::c (..) ~ ~ / ~ 1/; --/. -f- ' . ' / '; // '/ ~ C: \DRAWING FILES\ TlTI..E SHEETS\XXXX.DWG 7/20/2019 EXISTING--' STRELITZIA REGINAE '--t:X.ISTING LIGUSTRUM JAPONICUM. 'TEXAN UM' HEDGE ·,. 6 D 6 6. 6 6 6 ~ .. , ·-.. -- .6D.66. D ~.,.z,, n 1i fi \666£66666. ADD SAME TO FILh IN GAPS ••,.lllllllllllililllllli!llllilllilil!llii MATCHLINE SEE SHEET LP108 \ 0 5' 10' 20' 19 0 ~ 11 • ~ ffi NORTH LP109 -PLANTING PLAN PLANTING KEYNOTES SYMBOL DESCRIPTION 0 , STEEL EDGING PER CONSTRUCTION PLANS i SPECIAL INSTRUCTIONS 1. CONTRACTOR TO OBTAIN AGRONOMIC SOILS TEST AND IMPLEMENT SOIL AMENDMENTS AS RECOMMENDED. 1.1. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. COORDINATE WITH LANDSCAPE ARCHITECT TO CONFIRM TEST LOCATIONS/QUANTITY. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY & LANDSCAPE ARCHITECT). PLEASE REFER TO SPECIFICATION SECTION 32 9113 ON SHEET 31 FOR MORE DETAILED INFORMATION. 1.2. 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. 2. CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING WITH LANDSCAPE ARCHITECT TO REVIEW ENTIRE SCOPE OF PLANTING WORK PRIOR TO INSTALLATION. PROVIDE 72 HOUR NOTICE. 3. ALL EXISTING PLANT MATERIAL MUST BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE NOTED. 4. ALL GRADING ON SITE SHALL HAVE POSITIVE SURFACE DRAINAGE (2% MINIMUM GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. NEW STATE MWELO NOTES OF CA 1. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR (4) CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX (6) INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER ON THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. 2. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED INTO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED TO MEET THE REQUIREMENTS OF THIS SECTION. 3. 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. KEY MAP PLANT SCHEDULE TREES REFER TO DETAILS ON SHEET LP 3.01 FOR TREE PLANTING AND STAKING SYMBOL SIZE I BOTANICAL NAME ' .. / \ i \ • / _s,(\1.7 i -i i EXISTING TREE TO REMAIN ,,., :r <.,,_i -! ,,111//,;. 0'\r',-::! ':, V i :::.: " ' -' %J/;,/Ji i SHRUBS & VINES REFER TO DETAILS ON SHEET LP 3.01 FOR SHRUB & VINE PLANTING SYMBOL ~g§j" ~ fil<fi{;j' 0 6. il lo. il D. !\ /\ ·'.\ A ,:,. !\ SIZE 5GAL 5GAL 5GAL 15 GAL 1 GAL BOTANICAL NAME ALOE STRIATA ASPARAGUS DENSIFLORUS 'MYERS' CARISSA MACROCARPA 'BOXWOOD BEAUTY' LIGUSTRUM JAPONICUM 'TEXANUM' MUHLENBERGIA DUBIA Q 15GAL AGAVE 'BLUE FLAME' ·-· -" ---............ _,.,,,.,_, __ , ___ "_,,,,.,.. '"""' --·-·--· ·····-· -···· .. ····-··. t ::= :_: j 15 GAL RHAPHIOLEPIS INDICA 'CLARA' Wffi½2 EXISTING PLANTING TO REMAIN GROUNDCOVER REFER TO DETAILS ON SHEET LP 3.01 FOR GROUNDCOVER PLANTING SYMBOL NOTTO SCALE SIZE BOTANICAL NAME 5 GAL BOUGAINVILLEA 'OO-LA-LA' 5 GAL CARISSA 'GREEN CARPET' 1 GAL , LOMANDRA L. 'STEELY SLIM' AP PRO V[O FOR !RR/GA T!ON ANO PLAN TING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. 11 AS BUILT 11 RCE __ _ EXP, ___ _ DATE REVIE\,/ED BY, INSPECTOR DATE l------4---t------------+---+--+-------J----I I SH2E4ET 11 CITY OF CARLSBAD I . PLANNING DIVISION . 1-----1-----1-----------------i-----1---1---+-----1 ~LAN=::D;:S;:C:::AP,.'.::;E=;::IM::::P;:R;:O::::VE;:::::M:;:EN;:T;:=P=;LAN===s=F;:O=;R=: ========'. 5759 FLEET STREET LANDSCAPE IMPROVEMENTS 1-----t---t----------------t-----1---1----+---t PHASE 2 I APPROVED:~ ~~ :s /,, b-'f PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OWN BY: A.,, __ LPC2023-0012 DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: AF OTHER APPROVAL CITY APPROVAL RVWD BY: BL DEV2022-0215 540-8M I ,{"; / . I I f I# / / .. C: \DRAWING FlLES\TlTLE SHEETS\XXXX.DWG 7/20/2019 f I ~+XISTIN IGUSTRUM JAPONICUM 'TEXANUM' EDGE / / AD AME TO FILL IN GAPS I ..- CL ......I 1-w w :r: en w w U) w z ......I :r: (.) ~ ~ 0 5' 10' 20' e D !b '~ JI ~ LP110 -PLANTING PLAN QI~ RT ~.M. ' UNDERGROUND 811 n[ SERVICE ALERT OF SOUTHERN ;\TLEASTTWO CALIFORNIA \)A YS BEFORE YOU DIG ffi NORTH v,\'IDSCAp< ,$ii,!'!) LEN11t.;~-f!l ~q; 'I-~ "'~o ~ ~ '6 .., -~ .. .. ~ DATE ~ ~.,.,t Cit,_ 3.31JJli ~ O; CA~\• Expiration Date: PLANTING KEYNOTES ' SYMBOL , DESCRIPTION 0 STEEL EDGING PER CONSTRUCTION PLANS SPECIAL INSTRUCTIONS 1. CONTRACTOR TO OBTAIN AGRONOMIC SOILS TEST AND IMPLEMENT SOIL AMENDMENTS AS RECOMMENDED. PLANT SCHEDULE TREES REFER TO DETAILS ON SHEET LP 3.01 FOR TREE PLANTING AND STAKING SYMBOL SIZE BOTANICAL NAME EXISTING TREE TO REMAIN SHRUBS & VINES REFER TO DETAILS ON SHEET LP 3.01 FOR SHRUB & VINE PLANTING SYMBOL SIZE BOTANICAL NAME 1.1. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. COORDINATE WITH LANDSCAPE ARCHITECT TO CONFIRM TEST LOCATIONS/QUANTITY. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY & LANDSCAPE ARCHITECT). PLEASE REFER TO SPECIFICATION SECTION 32 9113 ON SHEET 31 FOR MORE DETAILED INFORMATION. ;;::· ;::::;··:,:··~~1-···-······ ··--···············································------1 ~j}§g{}J DATE 2. 3. 4. 1.2. 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. CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING WITH LANDSCAPE ARCHITECT TO REVIEW ENTIRE SCOPE OF PLANTING WORK PRIOR TO INSTALLATION. PROVIDE 72 HOUR NOTICE. ALL EXISTING PLANT MATERIAL MUST BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE NOTED. ALL GRADING ON SITE SHALL HAVE POSITIVE SURFACE DRAINAGE (2% MINIMUM GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. NEW STATE MWELO NOTES OF CA t FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR (4) CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX (6) INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MA TIER ON THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. 2. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED INTO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED TO MEET THE REQUIREMENTS OF THIS SECTION. 3. 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 . KEY MAP Ji, '" -,z--.. i Ii;; •• /·/ ' ,,;, ",.,. I : "",, 1, f /11/ !"---~ ",.,..,' '!J'(;\i \ 1'1 ·/ 1/ ,: \ --\ -111 , , ~ , \'•' I .1 r"'•·. i%\ ill,/ !!f:f•,: iii /Ji·/! . j ·•0;11,.~ 0 ' '!l i/111 ,' 1tt::i1 1 1 >1 , •Ji I !.c-·, ,1;; J;/ {I ti! 111 tLP107 LP106 -~--,/, 82{8:8 fpQJ}gJ 0 5GAL .. .. j 5GAL ----_,_ ···------··---· ___ , . 5GAL 15 GAL 1 GAL ALOE STRIATA ASPARAGUS DENSIFLORUS 'MYERS' CARISSA MACROCARPA 'BOXWOOD BEAUTY' LIGUSTRUM JAPONICUM 'TEXANUM' MUHLENBERGIA DUBIA () 15 GAL AGAVE 'BLUE FLAME' ----·-___ ,,_,____ _ __ ,, __ , __ ,_,, ___ _ t ::.::, '..:'. g 15 GAL RHAPHIOLEPIS INDICA 'CLARA' ™ EXISTING PLANTING TO REMAIN GROUNDCOVER REFER TO DETAILS ON SHEET LP 3.01 FOR GROUNDCOVER PLANTING SYMBOL ffi NOTTO SCALE SIZE 5GAL 5GAL 1 GAL BOTANICAL NAME BOUGAINVILLEA '00-LA·LA' CARISSA 'GREEN CARPET' LOMANDRA L. 'STEELY SLIM' APPROVED FOR /RR/GA T/ON ANO PLANTING ONLY, INCLUDING PRECISE I 1111! )! 1 B, ·, LOCATION OF PLANTING ' ·1. ," .' -.. !.'. I ' :i ,, ["' • \ l\ \\ \:1t; LP105 <Pi;\ AREA. \.1 \'1 \.\\ \.i '1w[' : LP104 'c• \ •• 11 AS BUIL T 11 1J S \\\• \ / C \ \ • •• " 1 !! • LP101 . \ \\ \\ \\ \ / \ / ,, _., \) '~\\\ \\ \/·~~,:u i . -•' / _ .. /(\\\" \ \ \..'.,\ ,j'\\'---k--~_,. - \ \\\ 11 LP103:LP102 i RCE EXP, DATE ~ \\\ ;-_· ; ,, ~-;,,°\\•· -->" ' •,:'(,:____,{--<,f\ '' '-.\Y>'\ ·.>,J-\ \ ·--)-·'"\.>-REVIE\./ED BY, \ \' ' ,;vv /:;,,\, ',;0,-S,;c : ' \\\ J>- INSPECTOR DATE I S2E5T 11 CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: 5759 FLEET STREET LANDSCAPE IMPROVEMENTS PHASE 2 I APPROVED::;g: dq:: 1 /11 1z,,, PLANNING DWN BY: AM DRAWING NO. INITIAL DATE INITIAL DATE INITIAL CHKD BY: AF LPC2023-0012 DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: BL DEV2022-0215 540-8M I I GENERAL PLANTING NOTES SYMBOL DESCRIPTION CD TREES ARE STANDARD FORM UNLESS NOTED OTHERWISE. @ TRIPLE STAKE TREES, UNLESS NOTED OTHERWISE, TREE ROOT BARRIERS SHALL BE INSTALLED WHERE TREES ARE PLACED WITHIN 5 FEET OF PUBLIC IMPROVEMENTS INCLUDING @ WALKS, CURBS, OR STREET PAVEMENTS OR WHERE NEW PUBLIC IMPROVEMENTS ARE PLACED ADJACENT TO EXISTING TREES. THE ROOT BARRIER WILL NOT WRAP AROUND THE ROOT BALL. ------- WHERE SPREADING GROUNDCOVERS ARE SHOWN TO BE @ PLANTED ADJACENT TO A CURB OR WALKWAY EDGE, SET • CENTER OF PLANT 24" OFF HARD SURFACE. MINIMUM TREE SEPARATION DISTANCE: TRAFFIC SIGNALS / STOP SIGNS .......................................... 20 FT. UNDERGROUND UTILITY LINES ................. 5 FT (10' FOR SEWER). ® ABOVE GROUND UTILITY STRUCTURES .............................. 10 FT. DRIVEWAYS (ENTRIES) ........................................................... 10 FT. INTERSECTIONS ...................................................................... 25 FT. (INTERSECTING CURB LINES OF TWO STREETS) ALL LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE STANDARDS OF THE CITY-WIDE LANDSCAPE REGULATIONS AND ® THE CITY OF CARLSBAD LAND DEVELOPMENT MANUAL LANDSCAPE STANDARDS AND ALL OTHER LANDSCAPE RELATED CITY AND REGIONAL STANDARDS. MAINTENANCE: ALL REQUIRED LANDSCAPE SHALL BE MAINTAINED BY OWNER. LANDSCAPE AND IRRIGATION IN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED BY ASSOCIATION. (jJ REAS SHALL BE MAINTAINED FREE OF DEBRIS AND UTTER, AND ALL PLANT MA TE RIAL SHALL BE MAINTAINED IN A HEAL THY GROWING CONDITION. DISEASED OR DEAD PLANT MATERIAL SHALL BE SATISFACTORILY TREATED OR REPLACED PER THE CONDITIONS OF THE PERMIT. . - TREES SHALL BE MAINTAINED SO THAT ALL BRANCHES OVER PEDESTRIAN WALKWAYS ARE 6 FEET ABOVE THE WALKWAY ® GRADE AND BRANCHES OVER VEHICULAR TRAVEL WAYS ARE 16 FEET ABOVE THE GRADE OF THE TRAVEL WAY. ANY TREES LOCATED WITHIN A VEHICULAR SIGHT LINE MUST HAVE ALL LIMBS REMOVED TO A HEIGHT OF 6 FEET ABOVE THE ADJACENT TOP OF CURB. -----,-------. ------------------ EXISTING TREES TO REMAIN ON SITE WITHIN THE AREA OF WORK WILL BE PROTECTED IN PLACE. THE FOLLOWING PROTECTION MEASURES WILL BE PROVIDED: 1. A BRIGHT YELLOW OR ORANGE TEMPORARY FENCE WILL BE PLACED AROUND EXISTING TREES AT THE DRIP LINE. ® 2. STOCKPILING, TOPSOIL DISTURBANCE, VEHICLE USE, AND MATERIAL STORAGE OF ANY KIND IS PROHIBITED WITHIN THE DRIP LINE. 3. A TREE WATERING SCHEDULE WILL BE MAINTAINED AND DOCUMENTED DURING CONSTRUCTION. 4. ALL DAMAGED TREES WILL BE REPLACED WITH ONE OF EQUAL OR GREATER SIZE. ----------- MULCH: ALL REQUIRED PLANTING AREAS AND ALL EXPOSED ® SOIL AREAS WITHOUT VEGETATION SHALL BE COVERED WITH MULCH TO A MINIMUM DEPTH OF 3", EXCLUDING SLOPES REQUIRING REVEGETATION PER SPECIFICATIONS. IF ANY REQUIRED LANDSCAPE INDICATED ON THE APPROVED CONSTRUCTION DOCUMENT PLANS IS DAMAGED, OR REMOVED @ DURING DEMOLITION OR CONSTRUCTION, IT SHALL BE REPAIRED AND/OR REPLACED IN KIND AND EQUIVALENT SIZE PER THE APPROVED DOCUMENTS TO THE SATISFACTION OF THE DEVELOPMENT SERVICES DEPARTMENT WITHIN 30 DAYS OF DAMAGE. --------------- SOIL SAMPLES SHALL BE TAKEN FROM THE SITE AT THE LANDSCAPE ARCHITECT'S DIRECTIVE AND SENT TO A SOIL ® ANALYSIS LABORATORY TO PERFORM / PROVIDE SOIL AGRONOMIC TEST REPORT(S) PER SPECIFICATIONS. THIS REPORT SHALL BE PERFORMED PRIOR TO START OF PLANTING. ----------------------- ALL PRUNING SHALL COMPLY WITH THE STANDARDS OF THE @ AMERICAN NATIONAL INSTITUTE (ANSI) FOR TREE CARE OPERATIONS AND THE INTERNATIONAL SOCIETY OF ARBORICUL TURE (ISA) FOR TREE PRUNING. TOPPING TREES IS NOT PERMITTED. C: \DRAWING FllES\Tlll.E SHEETS\XXXX.DWG 7/20/2019 PLANTING KEYNOTES SYMBOL : DESCRIPTION 0 ! STEEL EDGING PER CONSTRUCTION PLANS . SPECIAL INSTRUCTIONS 1. CONTRACTOR TO OBTAIN AGRONOMIC SOILS TEST AND IMPLEMENT SOIL AMENDMENTS AS RECOMMENDED. 1.1. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. COORDINATE WITH LANDSCAPE ARCHITECT TO CONFIRM TEST LOCATIONS/QUANTITY. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY & LANDSCAPE ARCHITECT). PLEASE REFER TO SPECIFICATION SECTION 32 9113 ON SHEET 31 FOR MORE DETAILED INFORMATION. 1.2. 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. 2. CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING WITH LANDSCAPE ARCHITECT TO REVIEW ENTIRE SCOPE OF PLANTING WORK PRIOR TO INSTALLATION. PROVIDE 72 HOUR NOTICE. 3. ALL EXISTING PLANT MATERIAL MUST BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE NOTED. 4. ALL GRADING ON SITE SHALL HAVE POSITIVE SURFACE DRAINAGE (2% MINIMUM GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. NEW STATE MWELO NOTES Of CA 1. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR (4) CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX (6) INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MA TIER ON THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. 2. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED INTO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED TO MEET THE REQUIREMENTS OF THIS SECTION, 3. 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. 0 5' 10' 20' ,b • 0 ~ II a - PLANT SCHEDULE TREES REFER TO DETAILS ON SHEET LP 3.01 FOR TREE PLANTING AND STAKING SYMBOL SIZE BOTANICAL NAME EXISTING TREE TO REMAIN SHRUBS & VINES REFER TO DETAILS ON SHEET LP 3.01 FOR SHRUB & VINE PLANTING SYMBOL SIZE BOTANICAL NAME .... , .... , ... , ... ,, .. __ ,~--· ~~J,::::, ,[>'"' : 5GAL ALOE STRIATA t2Z~! 5GAL ASPARAGUS DENSIFLORUS 'MYERS' ' ffiE~i SGAL CARISSA MACROCARPA 'BOXWOOD BEAUTY' (:) 15 GAL LIGUSTRUM JAPONICUM 'TEXANUM' 66/:,'o.f:. h.666D.. 1 GAL MUHLENBERGIA DUBIA -- (:) 15 GAL AGAVE 'BLUE FLAME' ' ' ' . . . r· . E3 ' ~i ;-'' 15 GAL RHAPHIOLEPIS INDICA 'CLARA' L~ EXISTING PLANTING TO REMAIN GROUNDCOVER REFER TO DETAILS ON SHEET LP 3.01 FOR GROUNDCOVER PLANTING SYMBOL SIZE 1 BOTANICAL NAME ' ~-~ ' ,-.J'~ 5GAL ! BOUGAINVILLEA 'OO-LA-LA' ' ~-----------( '. 1,,', ·31 5GAL CARISSA 'GREEN CARPET' ' ' ' ~·~.'~~ 'l: 1 GAL LOMANDRA L. 'STEELY SLIM' ··- LP200 -PLANTING LEGEND AND NOTES COMMON NAME WUCOLS COMMON NAME WUCOLS -• --· ······---·-·--... ,--------~--· ·----·------- CORAL ALOE LOW MYERS ASPARAGUS LOW COMPACT NATAL PLUM LOW WAXLEAF PRIVET MOD PINE MUHLY LOW BLUE FLAME AGAVE LOW CLARA INDIAN HAWTHORN LOW COMMON NAME WUCOLS OO-LA-LA BOUGAINVILLEA LOW NATAL PLUM LOW .. ··--··--··-·-··----·-----_, ··-·-··-·-·--- STEELY SLIM MAT RUSH LOW DIMENSIONS@TIME OF INSTALL HEIGHT SPREAD REMARKS DIMENSIONS @ TIME OF INSTALL HEIGHT WIDTH REMARKS ------------'" ------------,, __ -. -••--'" __ ,._ .. ,._,,._,, .,., .. ,_.,_.,,_,_ 2' 1' -2' 30"O.C. 1' • 2' 1' • 2' 30"O.C. 2' 2' 2'O.C 6' -10' 4' -6' 3' O.C, COLUMNAR FORM, QTY: 41 ' ' • t ' 12" -18" 24" -36" i 30"O.C. 2' • 3' 3' QTY: 17 4' • 5' 4' -6' 30"O.C. DIMENSIONS @ TIME OF INSTALL HEIGHT WIDTH 2' -3' 6' -8' 12" -15" 4' -5' 1' -2' 1' -2' REMARKS 36' O.C. " ------ 24"O.C. ' ! 14" O.C. I APPROVED FOR /RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. 11 AS BUIL T 11 RCE __ _ EXP, ___ _ DATE REVIE\v'ED BY, INSPECTOR DATE DIG DIAL TOLL FREE : V',~ T.M l----t--+------------+--+--+----IL---11 SH2E6ET 11 CITY OF CARLSBAD I ::==::::::'...'·:=====P:=LA:=N:=N=:IN':=G=D=:l:=Vl:=Sl:::::ON:::::=====~· 1----+--+-----------------1----l---1-----l-----1 LANDSCAPE IMPROVEMENT PLANS FOR: 811 t .:. \ UNDERGROUND )1 n: SERVICE ALERT / l q) OF SOUTHERN ATLEASTTWO "-CALIFORNIA DAYS BEFORE YOU D!G ~ NORTH -- 5759 FLEET STREET LANDSCAPE IMPROVEMENTS f----+--+---------------+---+--1-----l----" PHASE 2 ------t---+------------f---+---l---+----11 APPROVED: A i~ 1l, ;;, I 1----+--+-----------------1----l---1-----l-----1 ~·P::::LA::':N:::::N::':IN::::G:::::;:;::;::==:;-;::::==~======::::===='.· f--Dc-cA=TE-+~1N=1T~IAL-i------------------l-----l----l----.)__--I OWN BY: -"'A""M __ LPC2023 0012 DRAWING NO. ,_□A_T_E -'--I_NI_TIA_L--+-_DAcc.TE=--LIN"'-l'"'-flA:::.L--1 CHKD BY: =AF__ - DESIGNER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL RVWD BY: BL DEV2022~0215 540-8M C: \DRAWING FILES\ TITLE SHEETS\XXXX.DWG 7/20/2019 -------{ 1 • ~ ..,. ffil,iolt-+-t---\ 5 ROOTBALL WIDTH + 3" PLAN LEGEND 1. WOOD TREE STAKES (3). (SEE SPECIFICATIONS) 2. INSTALL (3) TREE TIES PER TREE. (SEE SPECIFICATIONS) 3. 1 "x 3" WOOD BRACE, (6) PER TREE, SECURE TO STAKES WITH (2) 2" GALVANIZED WOOD SCREWS AT EACH END. PRE-DRILL 1"x 3" WOOD BRACE TO PREVENT SPLITTING. 4. TREE ROOT BALL 5. TREE TRUNK 6. CUT OFF STAKES AS NEEDED TO CLEAR BRANCHES AND BE UNIFORM IN HEIGHT NOTES A. BRACES AND TOPS OF ALL STAKES TO BE LEVEL WITH EACH OTHER. B. SEE SPECIFICATIONS FOR TREE STAKING METHODS & MATERIALS 5 TREE STAKING TRIPLE (36" BOX AND SMALLER) SCALE: N.T.S. LEGEND 1. STEEL EDGING PER CONSTRUCTION SCHEDULE 2. ORGANIC MULCH LEVEL 3. VARIES, SEE MULCH PLAN 4. DECORATIVE GRAVEL MULCH LEVEL 5. FINISH GRADE 0 STEEL EDGING 6 .....----------SCALE: 3" = 1 '-0" w I-' I-:::, 0... 0 w w o:i: 0... 0 :a: U) :::, ct: (J) w 0... / / ' /~ /00 , 0 0 -7 0 0 12 12"DIA LEGEND 1. DRAIN GRATE PER SPECIFICATIONS 2. FINISH GRADE 3. DUCT TAPE HOLES WITHIN 6" OF FINISHED GRADE 4. GEOTEXTILE FABRIC OVER SUMP 5. BOTTOM OF PLANT PIT 6. WATERING BASIN 7. PLANT PIT 8. GEOTEXTILE DRAIN "SOCK" 9. PERFORATED DRAIN PIPE· SIZE AND QUANTITY PER SCHEDULE 10. 3/4" CRUSHED ROCK SUMP BACKFILL (NO ROCK IN PIPE) 11. "TIE OFF" SOCK TO CLOSE END 12. NATIVE SOIL -SCHEDULE PLANT PIPE PIPE SUMP SIZE QTY. SIZE DEPTH 15 GALLON ( 1) 3" 31~011 24" BOX ( 1) 4" 4'-011 ~ 36' BOX (2) 4" 8'-011 0 BREATHER TUBE WITH SUMP 3 ---------SCALE: N.T.S. NOTES A ALL GROUNDCOVERS ARE TO BE PLANTED AT EQUAL TRIANGULAR SPACING UNLESS OTHERWISE INDICATED ON PLANTING PLAN. X LEGEND 1. CENTER OF PLANT 2. DISTANCE FROM EDGE IS EQUAL TO PLANT SPACING, UNLESS OTHERWISE INDICATED ON PLANT MATERIAL LEGEND 3. ON CENTER SPACING PER PLANTING LEGEND 4. EDGE OF PAVING, CURB OR EDGING 0 GROUNDCOVER PLANTING 4 -----------SCALE: N.T.S. >-----------------------------------+------------------------ ROOT BALL 0 0 8 0 0 2XROOTBALL NOTES LEGEND 1. INSTALL ROOT BALL 1 "-2" ABOVE FINISH GRADE 2. MULCH LAYER PER PLAN, TAPER AT ROOT BALL 3. FINISH GRADE 4. SCARIFY SIDES OF PIT 5. PIT BACKFILL MIX PER SPECIFICATIONS SECTION 329113 SOIL PREPARATION, (SUCCULENT/ CACTUS SOIL) 6. FERTILIZER TABLETS PER SPECIFICATIONS SECTION 329113. INSTALL SO THEY DO NOT TOUCH ROOT BALL 7. BREATHER TUBE WITH SUMP PER DETAIL 4/LP-301 -15 GAL SUCCULENT SIZE OR LARGER ONLY 8. 3" DEPTH LAYER OF 1" WASHED CLEAN LAVA ROCK IN BOTTOM PLANT PIT 9. NATIVE SOIL 10. 1, 5, 15 GALLON OR 24" BOX SIZE SUCCULENT OR CACTUS PER PLANTING SCHEDULE SHEET LP-2.01 A SOIL PREPARATION & AMENDMENTS PER SPECIFICATIONS SECTION 329113 SOIL PREPARATION, (SUCCULENT I CACTUS SOIL) 0 SUCCULENT/ CACTUS PLANTING 7 f------------ SCALE: N.T.S. DIGA RT -. ')!AL TOLL FREE \ rn. 811 l: UNDERGROUND SERVICE ALERT OF SOUTHERN l~T LEAST TWO CALIFORNIA DAYS BEFORE YOU D!G --\),l'J)SCAP,: ~~ LE>.t"f.i"'.Pc ~ ~~ tJ r?i, 4470 .., ::; '2f.'.,_ ~ .. ~,, 14, v',;-/ ,,"'('. -,.,.,t" ~. J,:$\~ ~ or CA\..\i°i Expiration Date: LEGEND 1. 3" WATERING BASIN FORMED WITH BACKFILL SOIL MIX AROUND PLANT PIT 2. FINISH GRADE 3. PIT BACKFILL MIX PER SPECIFICATIONS 4. NATIVE SOIL 5. CONTAINER PLANT 6. MULCH LAYER ROOTBALL 2XROOTBALL 7. SCARIFY SIDES OF PIT 8. FERTILIZER TABLETS PER SPECIFICATIONS, INSTALL SO THEY DO NOT TOUCH ROOTBALL 9. BREATHER TUBE WITH SUMP PER DETAIL 5/LP201 FOR 15 GALLON SIZE PLANTS AND LARGER IF INDICATED ON PLANT MATERIAL LEGEND 0 CONTAINER SHRUB PLANTING 1 --------SC ALE: N.T.S. F'l--+----<2 ---+-1--1--1----{4 i-1-1--+---l 5 ..,..--1-----! 6 2X CONTAINER SIZE LEGEND 1. BOTTOM OF TREE PIT SLOPES TO SUMP DRAINS 2. BREATHER TUBE/ SUMP DRAIN, SEE DETAIL 3. PLANT PIT 4. TREE TRUNK 5. ROOTBALL 6. BERM AROUND WATERING BASIN 0 TREE PLANTING PLAN 2 ---------SC ALE: N.T.S. APPROVED /RR/GA TION ANO FOR PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 RCE EXP. DATE REVIE'v/ED BY: LP301 -PLANTING DETAILS INSPECTOR DATE I S2E7T 11 CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: 5759 FLEET STREET LANDSCAPE IMPROVEMENTS PHASE 2 APPROVED:~-;if Ci._ '7/11 lv.f PLANNING J OWN BY: LPC2023-0012 DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: AF REVISION DESCRIPTION DEV2022-0215 540-BM DESIGNER OF WORK OTI-IER APPROVAL CITY APPROVAL RVWD BY: BL I 1 SECTION 32 93 00 -PLANTS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. 1.2 SCOPE OF WORK A. FURNISH LABOR, MATERIALS, AND EQUIPMENT TO PROVIDE, AND INSTALL AND MAINTAIN TREES, SHRUBS AND GROUNDCOVERS AS DESCRIBED HEREIN AND UPON THE DRAWINGS. 1.3 A. B. C. D. 1.4 A. B. 1.5 A. RELATED SECTIONS SECTION 328400-PLANTING IRRIGATION SECTION 329113 -SOIL PREPARATION SECTION 329453 -TREE ROOT BARRIERS SECTION 329413 -MOWCURBS AND LANDSCAPE EDGING REFERENCE AND STANDARDS AMERICAN STANDARD FOR NURSERY STOCK -ANSI 260.1 -2004 SUNSET WESTERN GARDEN BOOK -LATEST EDITION SUBMITTALS SUBMITTALS SHALL CONFORM TO PROVISIONS OF SECTION 01 33 00. SUBMITTAL PACKAGE SHALL INCLUDE ALL PRODUCTS AND MATERIALS RELATED TO THE WORK OF THIS SECTION. PARTIAL OR INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED AND WILL BE RETURNED WITHOUT A REVIEW. B. SUBMITTALS MAY BE SUBMITTED ELECTRONICALLY. PROVIDE SUBMITTAL ORGANIZED WITH SEPARATION PASES OR TABS TO INCLUDE THE FOLLOWING: 1.6 1. TABLE OF CONTENTS. 2. PLANT MATERIAL LIST OF TREES, SUCCULENTS, SHRUBS, AND GROUNDCOVERS TO BE FURNISHED; INCLUDE NAME OF SUPPLIER OR NURSERY SOURCE. 3. PHOTOGRAPHS FOR EACH SPECIES OF TREE, SUCCULENT AND FOR SHRUBS 15 GALLON OR LARGER AND FOR EACH PLANT/SPECIMEN THAT IS SPECIFIED AS BEING SOURCED. PHOTOGRAPHS SHALL BE OF AN INDIVIDUAL PLANT WITH THE SIZE, SHAPE AND STRUCTURE CLEARLY DEFINED. EACH PHOTO SHALL HAVE THE PLANT SIZE, (HEIGHT, WIDTH & CALIPER) CLEARLY WRITTEN ON THE PHOTO. THE PLANT MATERIAL IN THE PHOTO SHALL BE A REPRESENTATIVE EXAMPLE OF THE ENTIRE QUANTITY BEING SUPPLIED. 4. DESCRIPTIVE LITERATURE: WEED ABATEMENT HERBICIDES, PRODUCT LITERATURE AND SPECIFICATIONS 5. DESCRIPTIVE LITERATURE: STAKING, TYING, ROOT STABILIZATION, AND EROSION CONTROL PRODUCTS 6. DESCRIPTIVE LITERATURE: FERTILIZERS, CONDITIONERS, AND BACKFILL PRODUCTS 7. DESCRIPTIVE LITERATURE: ORGANIC AND INORGANIC MULCH 8. PHOTOCOPIES OF CURRENT CLT REGISTRATION FOR FOREMEN PERFORMING WORK ON THIS PROJECT SUBSTITUTIONS A. FOLLOW PROCEDURES AS OUTLINE UNDER SECTION 012500 SUBSTITUTIONS. B. PRODUCTS: WHEN A BRAND NAME IS CALLED FOR ON THE DRAWINGS OR IN THESE SPECIFICATIONS, SUBMIT A LETTER DESCRIBING THE PURPOSE FOR THE SUBSTITUTION AND INCLUDE THE PRODUCT LITERATURE AND SPECIFICATIONS OF THE SUBSTITUTION. C. PLANT MATERIAL: WHEN A PLANT SPECIES IS SHOWN TO BE UNAVAILABLE IN THE SIZE OR QUANTITY SPECIFIED, A SUBSTITUTION WILL BE CONSIDERED PROVIDED THE SUBSTITUTE MATERIALS ARE REVIEWED AND ACCEPTED THROUGH THE SUBMITTAL PROCESS. EXCEPT FOR THE VARIATIONS SO AUTHORIZED, SUBSTITUTE PLANT MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATIONS. IF THE ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATED OR SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. 1.7 QUALIFICATIONS AND EXPERIENCE A. THE CONTRACTOR SHALL EMPLOY ONLY CERTIFIED LANDSCAPE TECHNICIANS (CL T) REGISTERED WITH THE CALIFORNIA LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR PLANTING INSTALLATION WORK. B. SAMPLING, TESTING, OR INSPECTION COSTS OF MATERIAL REQUIRED BY LOCAL OR STATE AGENCIES ARE TO BE BORNE BY THE CONTRACTOR, AND COPIES OF INSPECTION CERTIFICATES SHALL BE FURNISHED WITHOUT ADDITIONAL CHARGE. 1.8 RESPONSIBILITY A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE WORK AND THE PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE WORK, AND SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE WORK SHALL BE PROTECTED AND MAINTAINED THROUGHOUT THE CONTRACT PERIOD, INCLUDING DURING SUSPENSION OF WORK, AND UNTIL FINAL ACCEPTANCE OF THE WORK. CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED IMPROVEMENTS INCLUDING DAMAGES FROM ACTS OF VANDALISM, THEFT, AND GRAFFITI REMOVAL. REPAIRS OR REPLACEMENTS SHALL BE AT LEAST EQUAL TO ORIGINAL CONDITION OF THE EXISTING IMPROVEMENT AND SHALL MATCH IN FINISH AND DIMENSION. B. PRIOR TO WORK OF THIS SECTION, VERIFY THAT PREVIOUSLY INSTALLED WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, PERTINENT CODES, REGULATIONS, AND PORTIONS OF THE REFERENCED STANDARDS. C. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. D. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. C: \DRAWING FlLES\TITLE SHEETS\XXXX.DWG 7/20/2019 PART 2 PRODUCTS 2.1 PLANT MATERIAL A. NOMENCLATURE: PLANT SPECIES' NAMES SHALL BE PER THE LATEST EDITION OF SUNSET WESTERN GARDEN BOOK. BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES. 8. PLANT MATERIAL SIZE AND QUALITY SHALL CONFORM TO STANDARDS ESTABLISHED BY AMERICAN STANDARD FOR NURSERY STOCK, ANSI 260.1-2004, MAY 12, 2004 EDITION. C. CONDITIONS: PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY AND SPECIES, SOUND, HEAL THY, VIGOROUS, FREE FROM PLANT DISEASE, INSECT PESTS OR THEIR EGGS, EXCESSIVE ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS, AND SHALL HAVE HEAL THY, NORMAL ROOT SYSTEMS, WELL-FILLING THEIR CONTAINERS, BUT NOT TO THE POINT OF BEING ROOT BOUND. TREE TRUNKS SHALL BE STURDY AND WELL HARDENED-OFF. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY EXCEPT AS AUTHORIZED BY THE LANDSCAPE ARCHITECT. D. GROUND COVER PLANTS SHALL HAVE BEEN GROWN IN FLATS AND SHALL REMAIN IN THOSE FLATS UNTIL TIME FOR TRANSPLANTING. AT TIME OF TRANSPLANTING, THE FLAT SOIL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT THE SOIL DOES NOT FALL APART WHEN LIFTING PLANTS FROM FLAT. EACH PLANT SHALL BE PLANTED WITH ITS PROPORTIONATE AMOUNT OF THE FLAT SOIL IN A MANNER THAT WILL ENSURE A MINIMUM OF DISTURBANCE TO THE ROOT SYSTEM. PLANTS SHALL BE FULLY DEVELOPED AND SHALL BE FILLING THE FLAT. E. IN NO CASE SHALL TREES OR SHRUBS BE TOPPED OR PRUNED WITHIN 6 MONTHS PRIOR TO DELIVERY. PLANTS SHALL BE GROWN BY NURSERIES THAT HAVE BEEN INSPECTED BY THE STATE DEPARTMENT OF AGRICULTURE AND HAVE COMPLIED WITH ITS REGULATIONS. F. IDENTIFICATION: PLANTS SHALL BE OF THE VARIETY AND SIZE SHOWN ON THE DRAWINGS, AND SHALL CONFORM TO THE REQUIREMENTS HEREIN. ONE OF EACH BUNDLE OR LOT SHALL BE TAGGED WITH PLANT NAME IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. G. CONTAINER PLANT INSPECTION AND REJECTION: ROOT CONDITION OF CONTAINER PLANTS WILL BE DETERMINED BY THE LANDSCAPE ARCHITECT THROUGH THE REMOVAL OF PLANT FROM THE CONTAINER OFAT LEAST TWO PLANTS BUT NOT MORE THAN 2 PERCENT OF THE TOTAL NUMBER EACH SPECIES FROM EACH SOURCE. H. LANDSCAPE ARCHITECT WILL INSPECT TREES AND SHRUBS UPON DELIVERY. TREES AND SHRUBS WILL BE REJECTED FOR THE FOLLOWING CHARACTERISTICS: 1. ENLARGED CANKERS OR GALLS AT THE BASE OF THE TRUNK, JUST ABOVE THE SOIL LEVEL. 2. CROOKED TRUNKS 3. SCARS OR TRUNK DAMAGE, BROKEN BRANCHES, ETC. 4. ASYMMETRICAL BRANCHING 5. ROOTBOUND CONDITION 6. TREES THAT HAVE BEEN RECENTLY PRUNED 7. TREES NOT MATCHING IN SIZE AND SHAPE OF THE REPRESENTATIVE PHOTOGRAPH SAMPLE I. QUANTITIES: QUANTITIES OF PLANT MATERIAL SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK AS INDICATED ON THE DRAWINGS, INCLUDING RE-SEEDING, REPLANTING, AND MAINTENANCE (REPLACEMENTS) DURING THE CONTRACT PERIOD. SIZES ANO CALIPER: MINIMUM HEIGHT (ABOVE SOIL LEVEL), WIDTH (AVERAGE DIAMETER OF DRIPLINE), ANO CALIPER (TREES ONLY, MEASURED AT 30 INCHES ABOVE THE SOIL LEVEL) OF PLANT MATERIALS SHALL BE AS SHOWN IN EXPANDED PLANT MATERIALS LEGEND ON PLANTING DETAIL SHEET. J. WHERE PHOENIX PALMS ARE SPECIFIED BY HEIGHT, MEASUREMENT SHALL BE PER AMERICAN NURSERY STANDARD FOR TRUNK HEIGHT MEASURED FROM ORIGINAL GRADE TO THE TOP OF THE CROWN PINEAPPLE. K. PALMS SHALL BE SKINNED AND CLEANED BASED. WHERE SPECIFIED BY SKINNED TRUNK HEIGHT (STH), THIS MEASUREMENT SHALL SUPERSEDE CTH. BEFORE PLANTING, FRONDS Will. BE TIED VERTICALLY WITH BIODEGRADABLE TWINE. FRONDS WILL BE UNTIED BY CONTRACTOR 30 DA VS AFTER PLANTING. 2.2 EROSION CONTROL MATTING A. SLOPES SHALL BE TREATED WITH EROSION CONTROL MEASURES PER THE CITY OF CARLSBAD SLOPE REQUIREMENT NOTES ON SHEET (LP-3.02) 2.3 TREE ST AKES A. TREE STAKES SHALL BE A MINIMUM 2 INCHES IN DIAMETER BY 10 FEET LONG NEW LODGE POLE PINE UN-TREATED IF AVAILABLE. B. TREE STAKES FOR TREEWELLS SHALL BE 3 INCHES IN DIAMETER BY 10 FOOT LONG GALVANIZED STEEL PIPE WITH THREADED GALVANIZED CAP ON TOP END. 2.4 TR.EE AND VINE TIES A. TREE TIES SHALL BE "CINCH-TIE" AS MANUFACTURED BY V.I.T. PRODUCTS, ESCONDIDO, CA (619) 480-6702, OR APPROVED EQUAL. B. USE 30 INCH LONG TIES FOR 5 & 15 GALLON TREES, 36 INCH LONG TIES FOR 24 INCH BOX AND LARGER TREES. C. 1 1/2 INCH GALVANIZED ROOFING NAILS TO SECURE TIES. D. ESPALIER TO WOOD SURFACE: GALVANIZED 1 INCH STAPLE AND 1/2 INCH WIDE "TYE-ALL" TIE. E. ESPALIER TO CONCRETE OR STUCCO SURFACE: 718 INCH DIAMETER ALUMINUM FLAT WASHER OR CLEAR PLASTIC "BUTTON" WITH WIRE HOOK SECURED TO SURFACE WITH G.E. CLEAR SILICONE RUBBER AND 1/2 INCH WIDE "TYE-ALL" TIE. 2.5 BACKFILL AMENDMENTS A. REFER TO SECTION 32 91 13 FOR SPECIFICATION OF SOIL AMENDMENTS AND CONDITIONS. B. BACKFILL FOR FIELD GROWN PALM TREES, AMOUNTS PER CUBIC YARD: 1 PARTORGANIC SOIL AMENDMENT10 PARTS WASHED PLASTER SAND8-10 POUNDS GRO POWER PALM FERTILIZER 12-8-8, WITH SLOW RELEASE POTASSIUM 2.6 IMPORT SOIL OR TOPSOIL REFER TO SECTION 32 9113 FOR SPECIFICATION. 2.7 PLANT PIT BACKFILL MATERIAL A. BACKFILL MATERIAL FOR PLANT PITS SHALL BE A MIXTURE AS NOTED BELOW OR AS INDICATED ON DRAWINGS. THE MATERIALS SHALL BE THOROUGHLY BATCH-MIXED PRIOR TO PLACEMENT SO THAT THEY ARE EVENLY DISTRIBUTED AND WITHOUT CLODS OR LUMPS. BACKFILL SHALL BE SO PLACED IN THE PITS THAT THE PLANT WILL BE AT ITS NATURAL GROWING HEIGHT AFTER SETTLEMENT. THE FOLLOWING AMENDMENTS AND QUANTITIES SHALL BE USED AS THE BASIS FOR BIDS. 90 PERCENT BY VOLUME EXCAVATED SOIL, FREE FROM ROCKS, ETC.10 PERCENT BY VOLUME ORGANIC SOIL B. AMENDMENT10 POUNDS 8 POUNDS 16 POUNDSAGRICULTURAL GYPSUM PER CU. YD. OF MIX HUMATE PLUS PER CU. YD. OF MIX GRO POWER PLUS FERTILIZER PER CU. YD. OF MIX BACKFILL FOR FIELD GROWN PALM TREES, AMOUNTS PER CUBIC YARD: 1 PART ORGANIC SOIL AMENDMENT WASHED PLASTER SAND 10 PARTS 8-10 POUNDS GRO POWER PALM FERTILIZER 12-8-8, WITH SLOW RELEASE POTASSIUM 2.8 ORGANIC MULCH MATERIAL A. SHREDDED BARK MULCH SHALL CONSIST OF 100 PERCENT RECYCLED ABOVE GROUND TREE PRODUCTS. FREE OF DEMOLITION WOOD WASTE, GRASS, WEED SEED, YUCCA, PALM, BAMBOO, SUCCULENTS OR ~~:Dii~T~~~frt1sR ~g~~t Jl1TA}~i!Es~ITROGEN STABILIZED AND SHALL CONTAIN NO TRASH, B. MULCH SHALL BE GROUND AND SCREENED TO 2 INCH MINUS PARTICLE SIZE. 2.9 INORGANIC MULCH MATERIAL A. GRAVEL MULCH SHALL BE OF THE SIZES AND MATERIALS LISTED IN THE DRAWINGS. B. ALL GRAVEL MULCH SHALL BE WASHED PRIOR TO INSTALLATION. 2.12 PRE-EMERGENT HERBICIDE A. PRE-EMERGENT HERBICIDES SHALL BE WETTABLE POWDER OR GRANULAR TYPE. B. SELECT PRE-EMERGENT HERBICIDE APPROPRIATE TO SITE AREA, SOIL TYPE, INDIGENOUS WEEDS TO BE CONTROLLED, AND TYPE OF GROUND COVER TO BE PLANTED. C. FOLLOW MANUFACTURER'S PRECAUTIONS AND LABEL INSTRUCTIONS. COMPLY WITH LOCAL JURISDICTIONAL RESTRICTIONS AND ORDINANCES. D. APPLY PRE-EMERGENT BENEATH ALL MULCH TYPES. 2.13 FERTILIZER TABLETS A. TABLETS SHALL BE "AGRIFORM" AS MANUFACTURED BY SIERRA INDUSTRIES. B. AGRIFORM 21 GRAM TABLETS. C. AGRIFORM 5 GRAM TABLETS. 2.14 MYCORRHIZAL INOCULUM A. SHALL BE ENDO-NET AMI GRANULAR AS MANUFACTURED BY TRI-C ENTERPRISES, CHINO, CA, 1-800-927-3311. LP401 -PLANTING SPECIFICATIONS APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T'1 RC[ __ _ EXP, ___ _ DATE REVIE\./ED BY, -----------.,---,---,---.,__-------------,-----,----,-------,----,----__L:I:;;:N_:::SP_:;E;;::;C:..:_T:::;□R,:._ ________ ,::DA:_T!_:E;___J DIG . .,, 'JIAL TOLL FREE 811 AT LEAST TWO DAYS BEFORE YOU DIG RT /(~ /M UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA i--------t---+-----------+----+----f-----.j---J I SH2E8ET 11 CITY OF CAR LS BAD I . PLANNING DIVISION . i-----+--+----------------1-----l---l-------1--~ ~LAN::::;D=s=c:'._;AP:::E:=IM:::P=R=o=VE=M=E=N=T=P=LAN=s=F=o=R,======='. 5759 FLEET STREET LANDSCAPE IMPROVEMENTS i-----+--+----------------+----1---1-------1--~ PHASE 2 IAPPROVEDA J~ .. --2f,,/z4 PLANNING DATE INl1lAL DESIGNER OF WORK REVISION DESCRIPTION OWN BY: AM LPC2023-0012 DRAWING NO. DATE INITIAL DATE INl1lAL CHKD BY: AF OTHER APPROVAL CITY APPROVAL RVWD BY: BL DEV2022--0215 540-BM I PART 3 EXECUTION 3.1 GENERAL A. PLANTING OPERATIONS SHALL NOT COMMENCE UNTIL COMPLETION OF CONSTRUCTION WORK, GRADING, SOIL PREPARATION, WEED CONTROL, AND SPRINKLER INSTALLATION. B. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL INCLUDING AUTOMATIC CONTROLLER, BEFORE COMMENCING PLANTING OPERATIONS. 3.2 SPACING OF PLANT MATERIAL A. WHEN PLANT MATERIALS ARE SHOWN IN ROWS, THE TOTAL LENGTH OF THE AREA SHALL BE VERIFIED AND THE PLANTS EQUALLY SPACED WITHIN THE AREA. WHEN PLANT MA TE RIALS ARE SHOWN IN A RANDOM PATTERN, THE MATERIAL SHALL BE EQUALLY SPACED AND PLACED TO FILL THE AREA. GROUND COVER MATERIAL SHALL BE TRIANGULAR OR SQUARE SPACING AS INDICATED ON THE DRAWINGS. WHEN SPACING IS NOT SHOWN, USE TRIANGULAR SPACING. B. TREES AND SPECIMEN SHRUBS SHALL BE LOCATED WITH A WOOD STAKE OR FLAG. THE LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. C. THE WORK SHOWN ON THE DRAWINGS IS SCHEMATIC WITH TREES, SHRUBS AND GROUNDCOVERS SHOWN IN THEIR APPROXIMATE LOCATIONS. CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN DIRECT PERMANENT IMPROVEMENTS, OR PEDESTRIAN AND VEHICULAR SAFETY CONSIDERATIONS. CONTRACTOR SHALL NOT INSTALL PLANT MATERIALS IN LOCATIONS WHERE THE UL Tl MATE GROWTH OF THE PLANT MATERIALS WILL DAMAGE OR AFFECT STRUCTURES OR IMPEDE PEDESTRIAN OR VEHICULAR CIRCULATION. DO NOT LOCATE TREES OR TALLER SHRUBS IN LOCATIONS WHERE THEY WILL BLOCK IRRIGATION HEADS AND PREVENT ADEQUATE COVERAGE. WHERE CALLED FOR, OBTAIN APPROVAL OF THE LANDSCAPE ARCHITECT FOR PLACEMENT OF TREES, SHRUBS, AND OTHER ITEMS OF WORK. D. LOCATE TREES AND TALLER SHRUBS 10 FEET MINIMUM AWAY FROM ROTOR IRRIGATION HEADS, 5 FEET MINIMUM FROM SPRAY HEADS. 3.3 PLANT PITS AND PLANTING A. PLANT PITS SHALL BE DUG WITH LEVEL BOTTOMS TO WIDTHS AND DEPTHS AS SHOWN ON THE DRAWINGS. PITS FOR TREES SHALL BE DUG SQUARE. FILL PITS WITH WATER AND ALLOW TO DRAIN. ALL TREE PITS MUST MEET THE DRAINAGE REQUIREMENT SET FORTH IN SECTION 32 91 13, PART 3 PERCOLATION TESTING, WHETHER THE AREA OF THE TREE PLANTING WAS TESTED FOR PERCOLATION OR NOT. NOTIFY LANDSCAPE ARCHITECT OF ANY TREE PIT THAT DOES NOT MEET THE PERCOLATION TEST STANDARD. B. PLANT HOLES DUG BY AUGER METHOD WILL BE ACCEPTABLE, BUT SHALL HAVE SIDE WALLS ROUGHENED OR SQUARED WITH A SHOVEL. SLICK PIT WALLS CAUSED BY AUGURING IN TOO WET SOIL WILL NOT BE ACCEPTED FOR PLANTING. C. HANDLING: NO CANNED PLANT MATERIAL SHALL BE PLANTED IF THE BALL IS BROKEN OR CRACKED EITHER BEFORE OR DURING THE PROCESS OF PLANTING. D. SETTING: PLANTS SHALL BE SET WITH TOP OF ROOT BALL 1 INCH ABOVE FINISH GRADE. EACH PLANT SHALL BE PLACED IN CENTER OF PLANT PIT. E. PIT BACKFILLING 1. BUILD MOUND OF COMPACTED BACKFILL WIDE ENOUGH IN BOTTOM OF HOLE TO SUPPORT ROOT BALL. 2. 3. BACKFILL PIT WITH BACKFILL MIX HALF-WAY TO FINISH GRADE AND WATER THOROUGHLY. PLACE 21 GRAM PLANT TABLETS IN PLANT PITS, ADHERING TO THE FOLLOWING SCHEDULE: 1 GALLON 5GALLON 15 GALLON 16 INCH BOX 1 2 3 3 24 INCH BOX 4 30 INCH BOX 36 INCH BOX 42 INCH BOX 48 INCH BOX 5 6 7 8 4. BACKFILL TO FINISH GRADE. BACKFILL MIX SHALL BE TAMPED LIGHTLY, AND A SHALLOW BASIN FORMED AT PERIMETER OF ROOT BALL TO HOLD ENOUGH WATER TO SATURATE THE ROOT BALL AND BACKFILL MIX. 5. WATER IMMEDIATELY TO SATURATE ENTIRE ROOT BALL AND BACKFILL. 6. REMOVE WATERING BASIN PRIOR TO HYDROSEEDING (IN TURF AREAS ONLY). F. INSTALL TREE ROOT BARRIERS, IF CALLED FOR ON THE PLANS, PER DETAILS AND SECTION 32 94 53. 3.4 TREE STAKING G. STAKE TREES AS SHOWN IN DETAILS. H. TREE AND STAKES SHALL BE VERTICAL I. ONE GALLON TREES SHALL BE PLANTED WITH NURSERY STAKES REMOVED. 3.5 FLATTED GROUND COVER A. ROOTED CUTTINGS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ROOTS AND SPACED AS SPECIFIED IN GROUND COVER LIST ON LANDSCAPE PLAN. B. ROOTED CUTTINGS SHALL NOT BE ALLOWED TO DRY OUT BEFORE OR WHILE BEING PLANTED. WILTED PLANTS SHALL NOT BE ACCEPTED. C. AT TIME OF PLANTING GROUND COVER PLANTS, THE EARTH AROUND EACH PLANT SHALL BE FIRMED SUFFICIENTLY TO FORCE OUT AIR POCKETS. D. EACH GROUND COVER PLANT SHALL BE PLANTED WITH A MINIMUM OF ONE (1) 5 GRAM 20-15-5 PLANT TABLET ADJACENT TO ROOT ZONE. C: \DRAWING FILES\TITLE SHEETS\XXXX.OWG 7/20/2019 3.6 APPLICATION OF PRE-EMERGENT HERBICIDE F. APPLY PRE-EMERGENT HERBICIDE TO SHRUB AND PLANTED GROUNDCOVER AREAS ONLY. DO NOT APPLY TO HYDROSEEDED AREAS. STRICTLY ADHERE TO MANUFACTURER'S SPECIFICATIONS FOR APPLICATION RATES AND METHODS. G. APPLY PRE-EMERGENT ONLY AFTER PLANTING OPERATIONS HAVE BEEN COMPLETED SO AS TO MINIMIZE DISTURBANCE OF THE CHEMICAL "BARRIER." REAPPLY WHERE NECESSARY TO AREAS DISTURBED BY PLANTING OR REPAIR OPERATIONS AFTER INITIAL APPLICATION. H. PAY CAREFUL ATTENTION TO ACTIVATION REQUIREMENTS, "WATERING-IN", ETC., PER MANUFACTURER'S SPECIFICATIONS AND LABEL INSTRUCTIONS. AVOID EXCESSIVE IRRIGATION RUN-OFF THAT WOULD MOVE OR WASH AWAY THE PRE-EMERGENT "BARRIER" --USE REPEAT WATERING CYCLES AND SPLIT WATERING TIMES. 3.7 MULCHING A. AFTER, PLANTING OPERATIONS ARE COMPLETE AND SHRUBS AREAS HAVE BEEN RAKED AND DRESSED, MULCH SHRUBS AND GROUND COVER AREAS WITH A 3 INCH LA YER OF ORGANIC MULCH MATERIAL. B. MULCH LAYER SHOULD TAPER TO ZERO AT PLANT STEM OR TREE TRUNK. DO NOT PLACE MULCH MATERIALS UP AGAINST PLANT CROWN OR TRUNK. C. MULCH FLA TIED GROUND COVER AREAS PRIOR TO PLANTING GROUND COVER, IF CALLED FOR ON THE DRAWINGS. 3.8 PROTECTION A. THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT AREAS INCLUDED IN THE CONTRACT, INCLUDING LAWN AREAS, PLANT MATERIAL, SUPPORTS, ETC. UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER OR HIS REPRESENTATIVE. 3.9 CLEAN-UP A. AFTER PLANTING OPERATIONS ARE COMPLETED, CONTRACTOR SHALL REMOVE TRASH, EXCESS SOIL, EMPTY PLANT CONTAINERS, OR OTHER ACCUMULATED DEBRIS FROM THE SITE AT NO EXTRA COST TO OWNER. CONTRACTOR SHALL REPAIR SCARS, RUTS, OR MARS IN AREA CAUSED BY WORK OPERATIONS. AREAS SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. 3.10 OBSERVATIONS A. CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOURS NOTICE AND SET APPOINTMENT FOR REVIEWS BY THE LANDSCAPE ARCHITECT. B. REVIEW BY LANDSCAPE ARCHITECT SHALL BE SCHEDULED FOR THE FOLLOWING OPERATIONS: 1. REVIEW OF PLANT MATERIAL AFTER DELIVERY TO THE SITE. 2. TREE AND SHRUBS PLACEMENT PRIOR TO DIGGING HOLER 3. REVIEW OF GROUND COVER LINES AND HEADERBOARD PRIOR TO PLANTING. 4. START OF ESTABLISHMENT PERIOD/ACCEPTANCE OF INSTALLATION, C. REVIEWS SHALL BE CALLED FOR AT THE END OF PLANTING OPERATIONS FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS, INTENT, WORKMANSHIP, AND CLEAN-UP. CONTRACTOR SHALL SECURE WRITTEN VERIFICATION OF REVIEW DATA, ANY CORRECTIONS REQUIRED TO WORK, AND LIMITS OF REVIEWED AREA BEFORE BEGINNING THE DESCRIBED ESTABLISHMENT WORK. D. IN THE EVENT THE CONTRACTOR REQUESTS INSPECTION OF WORK, AND SAID WORK IS SUBSTANTIALLY INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LANDSCAPE ARCHITECT'S HOURLY CHARGES AND PER DIEM COSTS. 3.11 GUARANTEE A. SHRUBS AND GROUND COVERS SHALL BE GUARANTEED AS TO GROWTH AND HEAL TH FOR A PERIOD OF 90 DAYS AFTER FINAL ACCEPTANCE BY THE OWNER OR HIS REPRESENTATIVE; 15 GALLON AND BOX SIZED TREES SHALL BE GUARANTEED FOR A PERIOD OF 1 YEAR AFTER DATE OF SUBSTANTIAL COMPLETION. B. PLANTS WHICH DIE OR LOSE MORE THAN 30 PERCENT OF THEIR ORIGINAL LEAVES SHALL BE REPLACED UNDER THIS SECTION. C. THE CONTRACTOR, WITHIN 14 DAYS OF WRITTEN NOTIFICATION BY THE OWNER, SHALL REMOVE AND REPLACE GUARANTEED PLANT MATERIALS WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. PLANTS MATERIAL REPLACED SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT. END OF SECTION SECTION 32 9113-SOIL PREPARATION PART1 GENERAL 1.1 RELATED DOCUMENTS A. THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. 1.2 SCOPE OF WORK A. FURNISH LABOR, MATERIALS, AND EQUIPMENT TO PLACE IMPORTED TOPSOIL AND LIGHTWEIGHT SOIL, PREPARE SOIL FOR PLANTING, AND TO FINISH GRADE AS DESCRIBED HEREIN AND UPON THE DRAWINGS. B. WORK NOT INCLUDED: ROUGH GRADING AND STORM DRAINAGE 1.3 RELATED SECTIONS A. SECTION 32 84 00-PLANTING IRRIGATION B. SECTION 32 93 00 -PLANTS 1.4 REFERENCES A. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) B. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (MSHTO) C. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREENBOOK) 1.5 SUBMITTALS A. PRODUCT SUBMITTALS -SUBMIT THE ITEMS IDENTIFIED BELOW FOLLOWING THE PROCEDURES PRESCRIBED UNDER SECTION 013300 SUBMITTALS. PARTIAL OR INCOMPLETE SUBMITTALS ARE NOT ACCEPTABLE AND WILL BE RETURNED WITHOUT A REVIEW. 1. ORGANIC SOIL AMENDMENTS -SUBMIT SAMPLES AND PRODUCT SPECIFICATIONS NOT MORE THAN 30 DAYS OLD. SPECIFICATION SHALL INCLUDE PARTICLE SIZE EVALUATION, TOTAL NITROGEN (N), AMMONIA (NH4-N, NITRATE (NO3-N), ECE, PH, MICRO NUTRIENTS, AND METALS. 2. INORGANIC CONDITIONERS, FERTILIZERS, AND CHEMICALS • SUBMIT PRODUCT LITERATURE AND SPECIFICATIONS. 3. TOPSOIL AND LIGHT WEIGHT SOIL -SUBMIT SAMPLE AND PRODUCT ANALYSIS. 4. AGRICULTURAL SOIL TESTS -SUBMIT ANALYSIS REPORT AND RECOMMENDATIONS FOR SOIL SAMPLES. B. CERTIFICATIONS -SUBMIT COPIES OF CERTIFIED LANDSCAPE TECHNICIAN (CLT) REGISTRATION FOR FOREMEN PERFORMING WORK ON THIS PROJECT. C. COSTS FOR SAMPLING, TESTING OR INSPECTION OF MATERIALS ARE INCLUDED IN BID, AND COPIES OF INSPECTIONS, CERTIFICATES, AND TESTS RESULTS SHALL BE FURNISHED WITHOUT ADDITIONAL COST TO THE OWNER. D. SUBSTITUTIONS -FOR MATERIALS THAT DIFFER FROM A SPECIFIED BRAND OR PRODUCT, SUBMIT SAMPLES, PRODUCT SPECIFICATIONS, AND PRODUCT LITERATURE. FOLLOW PROCEDURES AS PRESCRIBED UNDER SECTION 01 25 00 SUBSTITUTIONS. 1.6 EXPERIENCE AND QUALIFICATIONS A. THE CONTRACTOR SHALL EMPLOY CERTIFIED LANDSCAPE TECHNICIANS (CL T) WITH THE CALIFORNIA LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR LANDSCAPE INSTALLATION WORK. B. SUBMIT PROOF THAT PERSONNEL HAVE AT LEAST FIVE (5) YEARS EXPERIENCE IN INSTALLATION OF LIGHT WEIGHT SOIL. SUBMIT AT LEAST FIVE (5) REFERENCES FOR COMPLETED PROJECTS. 1.7 RESPONSIBILITY A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE WORK, AND SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE WORK SHALL BE PROTECTED AND MAINTAINED THROUGHOUT THE CONTRACT PERIOD, INCLUDING DURING SUSPENSION OF WORK, AND UNTIL FINAL ACCEPTANCE OF THE WORK. CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED IMPROVEMENTS INCLUDING ACTS OF VANDALISM, THEFT, AND GRAFFITI REMOVAL. REPAIRS OR REPLACEMENTS SHALL BE AT LEAST EQUAL TO ORIGINAL CONDITION OF THE EXISTING IMPROVEMENT, AND SHALL MATCH IN FINISH AND DIMENSION. B. PRIOR TO STARTING THE WORK OF THIS SECTION, VERIFY THAT PREVIOUSLY INSTALLED WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN ACCORDANCE WITH THE DESIGN, PERTINENT CODES, REGULATIONS, AND PORTIONS OF THE REFERENCED STANDARDS. C. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. D. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. LP402 -PLANTING SPECIFICATIONS APPROVED FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 RCE __ _ EXP. ___ _ DATE REV!Ew'ED BY, INSPECTOR DATE DIG I ~-RT ~11AL TOLL FREE ~ ~~ n1 I------J--+-------------l----1-------l--_j_--..l I SH2E9ET 11 CITY OF CARLS BAD I . PLANNING DIVISION . l----+--t---------------t---+--1----1----1 ::::LAN::::;D:::S:::C:.,AP:;E:=;:IM==P:::R::::O::::VE;::M==E=N=T=P=L=A=N=s =F=o=R,=====~ 811 t ' \ UNDERGROUND I h ;~ SERVICE ALERT 'J :, OF SOUTHERN AT LEASTnl/O ~-CALIFORNIA [\AYS BEFORE YOU DIG 5759 FLEET STREET LANDSCAPE IMPROVEMENTS l----+--+---------------1----+---l---l-----l PHASE 2 l----+--+-------------1-------1---l-------lC------l I APPROVED: ,a_ • I~ I .,/P~ 1H ~· ~ '.3111 fi_4 l----+--t---------------t---+--1----1----1 ~P:°:'LA:.=N=;N;::IN;::G:::;:;::;==::::;-;:::========::====~· I--Dc-cA=TEc-+~1N=1r1~AL-l----------------1---+---1---L--_J DWN BY: -""a""-"'-LPC2023 0012 DRAWING NO. _DA_TE_~I_NIT_IA_L-+-_DA_TE_~IN_ITI_A_L_, CHKD BY: =AF__ - DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: BL DEV2022-0215 540-BM PART 2 PRODUCTS 2.1 SOIL AMENDMENTS A. ORGANIC SOIL CONDITIONER-HUMIC COMPOST 1. PRODUCT SHALL BE FULLY COMPOSTED 100 PERCENT RECYCLED ORGANIC PRODUCT, CONSISTING OF COMPOSTED BIO-SOLIDS AND AGED WOOD FIBER WITH PARTICLES PASSING A½ INCH SCREEN. PRODUCT SHALL BE NON-HAZARDOUS, AND CONFORM TO U.S. EPA 40 CFR 503 CRITERIA FOR CLASS "A" PRODUCT. MANUFACTURED BY AGRI-SERVICE, OCEANSIDE, CA. (USE LOW SODIUM AMENDMENTS WHEN SAL TS ARE HIGH) B. HUMATE PLUS 1. A COMMERCIALLY MINED AND PACKAGED SOIL CONDITIONER CONTAINING 40 PERCENT ORGANIC MATTER, 40 PERCENT CARBON, AND 40 PERCENT HUMIC ACIDS. MANUFACTURED BY TRI-C ENTERPRISES, CHINO, CA, (800) 927-3311. 2.2 AGRICULTURAL GYPSUM A. A COMMERCIALLY PROCESSED AND PACKAGED PRODUCT WITH A MINIMUM 90 PERCENT CALCIUM SULFATE DIHYDRATE (CASO42H2O) AND MINIMUM 14 PERCENT SULFUR (S). GYPSUM SHALL BE FREE FLOWING, FINE GRANULAR FORM WITH 100 PERCENT PASSING A 10 MESH SCREEN. PRODUCT SHALL BE ENVIRONMENTALLY SAFE AND PRODUCED SPECIFICALLY FOR AGRICULTURAL OR LANDSCAPE USE. B. GRANULAR FERTILIZER 1. FERTILIZER SHALL BE "GRO POWER PLUS 5-3-1 W/M", NO KNOWN EQUAL. 2. FERTILIZER SHALL BE DELIVERED TO THE SITE IN ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. WET OR CAKED FERTILIZER IS NOT ACCEPTABLE. C. PALM TREE FERTILIZER 1. FERTILIZER SHALL BE "GRO POWER PALM AND TROPICAL FERTILZER 9-3-9" (NO KNOWN EQUAL). 2. FERTILIZER SHALL BE DELIVERED TO THE SITE IN ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. WET OR CAKED FERTILIZER IS NOT ACCEPTABLE. D. EZ WET 26% SPRAYABLE SOIL PENETRANT 1. A COMMERCIALLY PRODUCED ORGANIC BIO-DEGRADABLE NEUTRAL PH SOIL PENETRANT PACKAGED IN LIQUID FORM. E. REFER TO SECTION 32 93 00 PLANTS FOR ADDITIONAL SOIL AMENDMENTS USED AT PLANTING PITS INCLUDING FERTILIZER TABLETS AND MYCORRHIZAL INCOCULUM. 2.3 PRE-EMERGENT HERBICIDES D. PRE-EMERGENT HERBICIDES SHALL BE A WETTABLE POWDER OR GRANULE TYPE PRODUCT, SUITABLE FOR USE WITH THE GROUNDCOVERS SPECIFIED ON THE PLANS AND SUITABLE FOR USE WITH THE ON-SITE SOIL. E. HERBICIDES SHALL BE SELECTED FOR CONTROLLING THE WEEDS INDIGENOUS TO THE SITE. F. HERBICIDES SHALL COMPLY WITH REQUIREMENTS OF LOCAL AND STATE AGENCIES HAVING JURISDICTION OVER THE PROJECT. 2.4 AMENDMENTS FOR BID A. QUANTITY AND PROCEDURE ADJUSTMENTS MAY BE REQUESTED BY THE LANDSCAPE ARCHITECT, AFTER REVIEWING OF THE AGRICULTURAL SOIL ANALYSIS REPORT. ADJUSTMENTS BY THE LANDSCAPE ARCHITECT WILL ISSUED IN WRITING. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE TO BE USED AS THE BASIS FOR BIDS: 1. SOIL AMENDMENTS FOR PLANTING AREAS WITH GRADIENT LESS THAN 2:1 IN SLOPE. QUANTITY PER 1,000 SQUARE FEET: 4 CU. YDS. 50 LBS. 150 LBS 25 LBS. 802. ORGANIC SOIL CONDITIONER HUMATE PLUS GRANULAR FERTILIZER (GROPOWER PLUS FERTILIZER W/ M) AGRICULTURAL GYPSUM EZ WET (IN 12 GALLONS OF WATER) 2. SOIL AMENDMENTS FOR 2:1 SLOPES. QUANTITIES PER 1000 SQUARE FEET: 1/3 CU. YDS. ORGANIC SOIL CONDITIONER 150 LBS 802 GROPOWER PLUS FERTILIZER CONTROLLED RELEASE (3-4 MONTH) EZ WET SOIL PENETRANT 3. REFER TO SECTION 329300 PLANTS FOR BID AMENDMENTS FOR PLANT PIT BACKFILL MIX. 2.5 IMPORTED TOPSOIL A. IMPORTED SOIL SHALL BE CLASS A TOPSOIL AS DEFINED UNDER SECTION 212-1.1.2 OF THE STANDARD SPECIFICATIONS. PROVIDE SOIL FREE OF SUBSOIL, BRUSH, OBJECTIONABLE WEEDS, SEEDS, ROCKS, ORGANIC OR INORGANIC DEBRIS, SILT, AND CLAY, TOXIC SUBSTANCE, ORGANIC OR INORGANIC; SOIL STERILANTS; SALTS; AND SOIL REMOVED FROM ROAD BED EXCAVATIONS. B. THE CONTRACTOR SHALL FURNISH UPON THE REQUEST OF THE LANDSCAPE ARCHITECT A SOILS REPORT MADE FROM THE INTENDED IMPORT BY AN APPROVED AGRICULTURAL LAB. THE REPORT SHALL INCLUDE PH, N-P-K, SAR, MINERALS, MICRO-NUTRIENTS, ECE, BORON LEVELS, SOIL PARTICLE SIZE, AND TEXTURAL ELEVATION. SOIL IMPORTED TO SITE AND FOUND TO BE UNSUITABLE BY THE LANDSCAPE ARCHITECT SHALL BE REMOVED FROM THE SITE AND REPLACED WITH AN APPROVED SOIL AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PAY EXPENSES FOR SOIL TESTING OF IMPORT MATERIALS. 2.6 BIOSWALE SOIL A. BIOSWALE SOIL SHALL BE ONE OF THE FOLLOWING: 1. 2. "A-1 Bioswale Soil" by Hanson Aggregates "Bio-Swale Mix" by Earthworks Soil Amendments, Inc. (951) 782-0260 C: \DRAWING FlLES\TlRE SHEETS\XXXX.DWG 7/20/2019 PART 3 EXECUTION 3.1 GENERAL A. PLANTING OPERATIONS SHALL NOT COMMENCE UNTIL COMPLETION OF CONSTRUCTION WORK, GRADING, SOIL PREPARATION, WEED CONTROL, AND SPRINKLER INSTALLATION. B. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL INCLUDING AUTOMATIC CONTROLLER, BEFORE COMMENCING PLANTING OPERATIONS. 3.2 AGRICULTURAL SOIL TESTING A. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTION OF SOIL PH, NUTRIENT LEVELS, AND CHEMICAL BALANCE UNTIL FINAL ACCEPTANCE BY THE OWNER. B. SOIL SAMPLES SHALL BE TAKEN FROM FIVE (5) SEPARATE LOCATIONS OR AS INDICATED ON THE DRAWINGS AND SUBMITTED TO A SOIL ANALYSIS LABORATORY. SEPARATE RESULTS SHALL BE PROVIDED FOR EACH OF THE 3 SAMPLES, WITH EACH HAVING ITS OWN INDIVIDUAL LETTER OR NUMBER TO IDENTIFY IT. INCLUDE WITH THE SAMPLES, A DESCRIPTION OF THE PROPOSED PLANTING, A REDUCED SCALE SITE PLAN SHOWING WHERE EACH SAMPLE WAS TAKEN WITH ITS LETTER OR NUMBER SHOWN, AND THE TYPE OF ORGANIC AMENDMENT TO BE USED. C. THE ANALYSIS REPORT SHALL INCLUDE PH, N-P-K, SAR, EGE, BORON LEVELS, PERCOLATION RATES, AND SOIL PARTICLE SIZE AND TEXTURAL EVALUATION (% OF SAND/SILT/CLAY). THE REPORT SHALL INCLUDE RECOMMENDATIONS FOR AMENDMENTS, FERTILIZERS, APPLICATION RATES, AND PROCEDURES FOR CONDITIONING THE SOIL. D. THE LANDSCAPE ARCHITECT SHALL REVIEW THE ANALYSIS REPORTS PRIOR TO ORDERING AMENDMENTS. E. ACCEPTABLE LABORATORIES OFFERING SOIL TESTING SERVICES ARE: 1) WALLACE LABORATORIES, 365 CORAL CIRCLE, EL SEGUNDO, CA 90245, 310-615-0116. 2) SOIL & PLANT LABORATORIES, P.O. BOX 6566, ORANGE, CA 92883, 714-282-8777. 3.3 PERCOLATION TESTS A. TEST FOR PERCOLATION PRIOR TO SENDING SOIL SAMPLE TO ANALYSIS LABORATORY. B. AUGER FIVE (5} HOLES FOUR (4) FEET DEEP AT LOCATIONS DETERMINED BY THE LANDSCAPE ARCHITECT. FILL HOLES WITH WATER TO ONE HALF THE DEPTH OF EACH HOLE. LET DRAIN. C. ONCE HOLES HAVE DRAINED, FILL HOLES AGAIN TO ONE HALF THE DEPTH OF EACH HOLE. D. RECORD DROP IN WATER LEVEL AT THIRTY (30) MINUTE INTERVALS FOR MAXIMUM OF SIX HOURS (6) OR UNTIL THE WATER HAS PERCOLATED. E. SUBMIT MONITORING RESULTS IN A CHART FORMAT TO LANDSCAPE ARCHITECT FOR REVIEW. EACH TEST LOCATION SHALL BE SHOWN ON A REDUCED SCALE SITE PLAN WITH A LETTER OR NUMBER IDENTIFYING ITS LOCATION. THE CHART SHALL CLEARLY INDICATE THE TOTAL NUMBER OF INCHES OF PERCOLATION PER TEST LOCATION OVER THE SIX HOUR PERIOD. WHEN THE PERCOLATION RATE IS ONE (1) INCH PER HOUR OR LESS, THE LANDSCAPE ARCHITECT WILL REQUEST ALTERNATIVES WITH COST FOR IMPROVING PERCOLATION AND DRAINAGE OF THE PLANTING AREA. 3.4 WEED ABATEMENT A. IN AREAS DESIGNATED TO RECEIVE AMENDMENTS, IRRIGATE NORMALLY FOR TWO WEEKS TO GERMINATE WEED SEEDS. APPLY CONTACT HERBICIDE PER MANUFACTURER'S INSTRUCTIONS B. REPEAT THE APPLICATION OF HERBICIDE WHEN WEEDS REMAIN OR NEW WEEDS APPEAR ONE (1) WEEK AFTER INITIAL APPLICATION. C. CLEAR AND GRUB DEAD WEEDS AND ORGANIC DEBRIS PRIOR TO COMMENCING TOPSOIL PLACEMENT OR SOIL PREPARATION. 3.5 TOPSOIL PLACEMENT A. REFER TO THE DRAWINGS FOR AREAS TO RECEIVE, AND THE DEPTH OF TOPSOIL. 8. THE TOPSOIL SHALL BE PLACED IN MAXIMUM 6 INCH LIFTS WITH THE FIRST LIFT PLACED AND TILLED INTO THE TOP 6 INCHES OF THE EXISTING SOIL. PRIOR TO PLACING EACH LIFT, THE AREA SHALL BE THOROUGHLY MOISTENED BUT NOT SATURATED. EACH SUCCEEDING LIFT SHALL BE PLACED AND COMPACTED TO UNTIL THE FINISHED GRADES INDICATED ON THE DRAWINGS ARE ACHIEVED. C. THE FINISHED GRADES SHALL BE FREE OF DEPRESSIONS, HUMPS, ROCKS, DEBRIS, AIR POCKETS, AND READY TO RECEIVE SOIL AMENDMENTS. 3.6 SOIL PREPARATION A. IN PLANTING AREAS WITH A GRADIENT LESS THAN 2:1, MECHANICALLY RIP OR HAND TILL THE AREA IN TWO DIRECTIONS TO A MINIMUM DEPTH OF 6 INCHES. B. REMOVE ROCK AND HARD CLODS 2 INCHES IN DIAMETER AND LARGER, REMOVE CONSTRUCTION DEBRIS, ROOTS, STUMPS, TRASH AND OTHER DELETERIOUS MATERIALS FROM THE TOP 6 INCHES OF SOIL. C. APPLY SOIL AMENDMENTS, FERTILIZERS, AND CONDITIONERS EVENLY AND AT THE SPECIFIED APPLICATION RATES. D. FINE GRADE TO CONTOURS AND SPOT ELEVATIONS SHOWN ON DRAWINGS. 3.7 LANDSCAPE FINISH GRADING A. FINISH GRADING SHALL ESTABLISH FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE. FLOW LINES AND GRADIENTS SHALL BE ESTABLISHED FROM THE HIGH POINT TO THE DRAINAGE STRUCTURE OR OUTFALL AREA. FINISHED GRADES SHALL BE OF UNIFORM SLOPE AND GRADE BETWEEN POINTS OF FIXED ELEVATIONS OR ELEVATION CONTROLS. FLOW LINES SHALL HAVE A MINIMUM 2 PERCENT GRADIENT FROM HIGHPOINT TO INLET OR OUTFALL AREA. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT WHEN GRADES OR FLOW LINES CONFLICT WITH OTHER CONSTRUCTION OR WHEN POSITIVE DRAINAGE IS NOT ACHIEVABLE AND REQUEST A RESOLUTION. FAILURE TO REPORT THE CONFLICTS PRIOR TO PLANTING SHALL RESULT IN REMOVING THE PLANT MATERIAL, RE-GRADING TO CORRECT THE DISCREPANCY AND REPLACEMENT OF THE PLANT MATERIAL AT NO COST TO THE OWNER. B. UNLESS NOTED OTHERWISE, FINISHED GRADES ALONG WALKWAYS AND CURBS SHALL MAINTAIN A CONSTANT RELATIONSHIP BETWEEN THE FINISHED PAVING AND FINISHED GRADE. FINISHED GRADE FOR LAWN AREAS SHALL BE 1 INCH BELOW SIDEWALKS AND CURBS. FINISHED GRADES FOR MULCH OR GROUND COVER AREAS SHALL BE 2 INCHES BELOW SIDEWALKS AND CURBS. C. FINISHED GRADES SHALL BE FLOATED TO A UNIFORM SURFACE FREE OF IRREGULAR DIPS, HUMPS, VALLEYS OR RIDGES. REFER TO SECTION 02925 FOR ADDITIONAL REQUIREMENTS FOR PREPARING LAWN AREAS. D. THE FINISHED GRADES SHALL MAINTAIN DRAINAGE AWAY FROM BUILDINGS, STRUCTURES, WALLS, PAVING, AND TOWARDS DRAIN INLETS OR OUTFALL AREAS. FLOW LINES SHALL BE ESTABLISHED TO DRAIN WATER FROM BEHIND WALLS AND TOWARDS DRAIN STRUCTURES. E. WHEN NO COMPACTION RATE FOR PLANTING AREAS IS SPECIFIED GEOTECHNICAL REPORT OR WHEN NO REPORT IS AVAILABLE, COMPACT TURF AND GROUNDCOVER AREAS A MINIMUM 85 PERCENT TO A MAXIMUM 90 PERCENT RELATIVE DENSITY OR AS SHOWN ON DRAWINGS OR SPECIFIED ELSEWHERE. 3.8 LIGHT WEIGHT SOIL INSTALLATION: A. REFER TO DRAWINGS AND DETAILS FOR DEPTH AND PLANTER AND RECEIVING LIGHTWEIGHT SOIL. B. IN AREAS DESIGNATED TO RECEIVE LIGHTWEIGHT SOIL, INSTALL IN 6 INCH LIFTS AND COMPACT TO 90% PROCTOR DENSITY AASHTO T-99. SECTION 329449 -TREE DRAINAGE SYSTEM PART 1 GENERAL 1.1 RELATED DOCUMENTS END OF SECTION A. THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. 1.2 SCOPE OF WORK A. FURNISH LABOR, MATERIALS, AND EQUIPMENT TO PROVIDE, AND INSTALL, PLANT PIT BREATHER TUBES AS DESCRIBED HEREIN AND UPON THE DRAWINGS. 1.3 RELATED SECTIONS A. SECTION 328400-PLANTING IRRIGATION B. SECTION 329113-SOIL PREPARATION LP403-PLANTING SPECIFICATIONS APPROVED roR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING AREA. 11 AS BUILT" RCE __ _ EXP ___ _ DATE REV!Ew'ED BY, INSPECTOR DATE DIG~ RT CITY OF CARLSBAD PLANNING DIVISION 1----+---+--------------+---+--l'---+----'1s;oTII t----+--+----------------+----+--t----+---1 ;;:LAN=;;;D;:S:=:;C~AP;E::::;IM:;;P;:;:R~O;::VE;;M:;;E;:;:N~T=P;;L=A;::N~S =:F~O~R=: ======: >----+--+----------------+-----+-->-------.+-------< 5759 FLEET STREET LANDSCAPE IMPROVEMENTS t----+--+----------------+----+--t----+---1 PHASE 2 Jlf-J. TOLL FREE 811 n >'\TLEASTlWO DAYS BEFORE YOU DIG - T.M UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA t---+--t--------------+--+--+---+---f I APPROVED: k ti/9= _PLANNING ~ t--D~A=TEc-+~1N=ITI~AL-+---------------+-D-AT-E-+-INI-TI-AL-+--DA_T_E-+I-NI-TIA-L--I ~D==w==N=:B==Y=: =:,A~M~==-=_:::;-;:~L=P-=C-=2-0=---2=3--=--=0-0=---1=2-=-=-=-=-=-=,;;::D=R=A=W=IN=G=N=o~. CHKD BY: =AF__ 540-BM DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: BL DEV2022-0215 1.5 SUBMITTALS A. SUBMITTALS SHALL CONFORM TO PROVISIONS OF SECTION 013300. PARTIAL OR INCOMPLETE SUBMITTALS ARE NOT ACCEPTABLE AND WILL BE RETURNED WITHOUT A REVIEW. B. SUBMIT DESCRIPTIVE LITERATURE AND SPECIFICATIONS FOR THE FOLLOWING: 1. PVC PERFORATED DRAINPIPE 2. CONNECTORS, FITTINGS, GLUE, TAPE, AND OTHER ACCESSORIES 3. GRATES 4. DRAIN SOCK MATERIAL 5. PERFORATED FLEX PIPE (EDIT IF NOT USING TREE PIT DRAIN DETAIL) C. SUBMIT PHOTOCOPIES OF CURRENT CERTIFIED LANDSCAPE TECHNICIAN (CLT) CERTIFICATE FOR FOREMEN PERFORMING WORK ON THIS PROJECT. WHEN CERTIFICATE IS NOT AVAILABLE, SUBMIT A RESUME STATING THE FOREMEN'S EXPERIENCE WITH SIMILAR PROJECTS OF THE SIZE AND SCOPE OF WORK ON THIS PROJECT. 1.6 QUALIFICATIONS AND EXPERIENCE A. THE CONTRACTOR SHALL EMPLOY ONLY CERTIFIED LANDSCAPE TECHNICIANS (CL T) WITH THE CALIFORNIA LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR LANDSCAPE DRAINAGE INSTALLATION WORK. 1.7 RESPONSIBILITY A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE WORK, AND SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE WORK SHALL BE PROTECTED AND MAINTAINED THROUGHOUT THE CONTRACT PERIOD, INCLUDING DURING SUSPENSION OF WORK, AND UNTIL FINAL ACCEPTANCE OF THE WORK. CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED IMPROVEMENTS INCLUDING DAMAGES FROM ACTS OF VANDALISM, THEFT, AND GRAFFITI REMOVAL. REPAIRS OR REPLACEMENTS SHALL BE AT LEAST EQUAL TO ORIGINAL CONDITION OF THE IMPROVEMENT, AND SHALL MATCH IN FINISH AND DIMENSION. B. PRIOR TO WORK OF THIS SECTION, VERIFY SUCH PREVIOUSLY INSTALLED WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN ACCORDANCE WITH THE DESIGN, PERTINENT CODES AND REGULATIONS, AND PERTINENT PORTIONS OF THE REFERENCED STANDARDS. C. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT. D. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. PART 2 PRODUCTS 2.1 PLANT PIT BREATHER TUBES A. TUBES -RIGID PERFORATED POLYVINYL CHLORIDE (PVC) DRAINPIPE. SIZES PER SCHEDULE ON DRAWINGS. B. GRATE -NOS #14 ROUND, FLAT POLYETHYLENE GRATES WITH UV INHIBITOR, BLACK COLOR, FOR 3" TUBE; NDS #11 ROUND FOR 4" TUBE. C. DRAIN SOCK -A NON-WOVEN GEOTEXTILE FILTER FABRIC SLEEVE, SIZED TO FIT DRAINPIPE SPECIFIED. D. OTHER NDS FITTINGS AS REQUIRED TO COMPLETE THE INSTALLATION AS SHOWN ON THE DRAWINGS. C: \DRAWING ALES\Tlll.E SHEETS\XXXX.OWG 7/20/2019 PART 3 EXECUTION PLANT PIT BREATHER TUBE INSTALLATION A. INSTALL BREATHER TUBES PER DETAIL AND SCHEDULE SHOWN ON THE DRAWINGS. INSTALL TUBES PLUMB AND EQUALLY-SPACED AROUND THE ROOT BALL. 3.2 DRAIN INSTALLATION A. FINISH GRADING AFTER SOIL PREPARATION SHALL ESTABLISH FINAL FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE. FLOW LINES AND GRADIENTS SHALL BE ESTABLISHED FROM THE HIGH POINT TO THE DRAINAGE OUTLET OR AN INLET STRUCTURE. B. INSTALL LANDSCAPE DRAINS AFTER FINISH GRADING HAS ESTABLISHED FINAL FLOW LINES AND SWALES. CUT PIPE RISERS PROVIDED BY OTHERS TO PROPER HEIGHT AND INSTALL ADAPTERS AND GRATES PER DETAIL DRAWINGS AND MANUFACTURER'S INSTRUCTIONS. 3.3 TREE PIT DRAIN INSTALLATION A. INSTALL BREATHER TUBES PLUMB AND EQUALLY SPACED AT EDGE OF ROOTBALL. B. INSTALL FLEX TUBE PORTION PER DETAIL IN DRAWINGS. SLOPE ONLY THE PORTION OF THE PIT BEYOND THE ROOTBALL TO ACHIEVE THE REQUIRED SLOPE TO THE FLEX TUBE. THE BOTTOM OF THE PLANT PIT BELOW THE ROOTBALL SHALL BE LEVEL. C. CONTRACTOR SHALL COORDINATE THE CONNECTION OF THE FLEX TUBE TO THE SITE DRAIN LINES WITH THE APPROPRIATE CONTRACTOR. 3.4 PROTECTION A. THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREAS INCLUDED IN THE CONTRACT, INCLUDING LAWN AREAS, PLANT MATERIAL, SUPPORTS, ETC. UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER OR HIS REPRESENTATIVE. B. CONTRACTOR SHALL VERIFY POSITIVE DRAINAGE TO ALL INLETS AFTER PLANTING OPERATIONS. PONDING OF WATER IN LOW SPOTS AND DEPRESSIONS IN PLANTING AREAS SHALL NOT BE PERMITTED. C. CONTRACTOR SHALL CLEAR ALL OBSTRUCTIONS FROM DRAIN INLETS AND LINES. 3.5 REVIEWS A. CONTRACTOR SHALL GIVE 48 HOURS NOTICE AND SET APPOINTMENT FOR ALL REVIEWS BY THE ARCHITECT. 8. REVIEW BY ARCHITECT SHALL BE SCHEDULED FOR THE FOLLOWING OPERATIONS: 1. REVIEW OF FINISH GRADING. 2. REVIEW PLACEMENT OF LANDSCAPE DRAINS. 3. REVIEW OF FINISHED GRADING. C. IN THE EVENT THE CONTRACTOR REQUESTS INSPECTION OF WORK, AND SAID WORK IS SUBSTANTIALLY INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARCHITECT'S HOURLY CHARGES AND PER DIEM COSTS. 36 CLEAN-UP A. REMOVE TRASH, EXCESS SOIL, AND OTHER DEBRIS FROM THE SITE. REPAIR SCARS, RUTS, OR MARS IN AREA CAUSED BY WORK OPERATIONS. B. CLEAR OBSTRUCTIONS FROM DRAIN INLETS AND LINES. END OF SECTION SECTION 329453 -TREE ROOT BARRIERS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. 1.2 SCOPE OF WORK A. FURNISH LABOR, MATERIALS, AND EQUIPMENT TO PROVIDE, AND INSTALL ROOT BARRIERS AS DESCRIBED HEREIN AND UPON THE DRAWINGS. 1.3 RELATED SECTIONS A. SECTION 328400 -PLANTING IRRIGATION B. SECTION 329300 -PLANTS 1.4 REFERENCES A. THE EDITIONS OF THE SPECIFICATIONS AND STANDARDS REFERENCED HEREIN, PUBLISHED BY THE FOLLOWING ORGANIZATIONS, APPLY TO THE WORK ONLY TO THE EXTENT SPECIFIED BY THE REFERENCE: 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) 1.5 SUBMITTALS A. SUBMIT ITEMS SPECIFIED FOLLOWING PROCEDURES PRESCRIBED UNDER SECTION 01 33 00 SUBMITTALS. PARTIAL OR INCOMPLETE SUBMITTALS ARE NOT ACCEPTABLE AND WILL BE RETURNED WITHOUT A REVIEW. B. SUBMIT DESCRIPTION LITERATURE AND SPECIFICATIONS FOR THE FOLLOWING: (CHECK AND EDIT) 1. TREE ROOT BARRIER C. SUBMIT COPIES OF CERTIFIED LANDSCAPE TECHNICIAN (CLT) REGISTRATION FOR FOREMEN PERFORMING WORK ON THE PROJECT. D. SUBMIT A MINIMUM OF FIVE (5) PROJECTS WITH ROOT BARRIER INSTALLED BY THE CONTRACTOR. 1.6 QUALIFICATIONS AND EXPERIENCE A. THE CONTRACTOR SHALL EMPLOY ONLY CERTIFIED LANDSCAPE TECHNICIANS (CL T) WITH THE CALIFORNIA LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR ROOT BARRIER INSTALLATION WORK. B. THE CONTRACTOR SHALL SHOW PROOF THAT PERSONNEL HAVE AT LEAST FIVE (5) YEARS EXPERIENCE WITH INSTALLATION OF ROOT BARRIERS. 1.7 RESPONSIBILITY A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE WORK AND FOR THE PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE WORK, AND SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE WORK SHALL BE PROTECTED AND MAINTAINED THROUGHOUT THE CONTRACT PERIOD, INCLUDING DURING SUSPENSION OF WORK, AND UNTIL FINAL ACCEPTANCE OF THE WORK. CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED IMPROVEMENTS INCLUDING DAMAGES FROM ACTS OF VANDALISM, THEFT, AND GRAFFITI REMOVAL. REPAIRS OR REPLACEMENTS SHALL BE AT LEAST EQUAL TO ORIGINAL CONDITION OF THE EXISTING IMPROVEMENT AND SHALL MATCH IN FINISH AND DIMENSION. B. PRIOR TO WORK OF THIS SECTION, VERIFY THAT PREVIOUSLY INSTALLED WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, PERTINENT CODES, REGULATIONS AND PORTIONS OF THE REFERENCED STANDARDS. C. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT. D. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. PART 2 PRODUCTS 2.1 PLASTIC TREE ROOT BARRIERS A. THE CONTRACTOR SHALL FURNISH AND INSTALL TREE ROOT BARRIERS AS SPECIFIED. THE TREE ROOT BARRIERS SHALL BE PRODUCT #UB 24-2 AS MANUFACTURED BY DEEP ROOT PARTNERS, LP, 345 LORTON AVENUE #103, BURLINGAME, CA 94010, (800) 458-7668, OR ACCEPTABLE EQUAL. 8. THE BARRIERS SHALL BE BLACK, INJECTION MOLDED PANELS, OF 0.085" WALL THICKNESS IN MODULES 24 INCHES LONG BY 24 INCHES DEEP; MANUFACTURED WITH A MINIMUM 50% POST-CONSUMER RECYCLED POLYPROPYLENE PLASTIC WITH ADDED ULTRAVIOLET INHIBITORS; RECYCLABLE. C. EACH PANEL SHALL HAVE: 1. NOT LESS THAN FOUR (4) MOLDED INTEGRAL VERTICAL ROOT DEFLECTING RIBS OF A MINIMUM 0.085" THICKNESS PROTRUDING 1/2 INCH AT 90° FROM INTERIOR OF THE BARRIER PANEL, SPACED 6" APART. 2. A DOUBLE TOP EDGE CONSISTING OF TWO PARALLEL, INTEGRAL, HORIZONTAL RIDGES OF A MINIMUM 0.085" THICKNESS, 3/8" WIDE AND 1/4" APART WITH THE LOWER RIB ATTACHED TO THE VERTICAL ROOT DEFLECTING RIBS. 3. A MINIMUM OF 9 ANTI-LIFT GROUND LOCK TABS CONSISTING OF INTEGRAL HORIZONTAL RIDGES OF A MINIMUM 0.085" THICKNESS IN THE SHAPE OF A SEGMENT OF A CIRCLE, THE 2" CHORD OF THE SEGMENT JOINING THE PANEL WALL AND THE SEGMENT, PROTRUDING 3/8" FROM THE PANEL. THE NINE GROUND LOCKS ON EACH PANEL SHALL BE ABOUT EQUALLY SPACED BETWEEN EACH OF THE VERTICAL ROOT DEFLECTING RIBS (3 BETWEEN EACH SET OF RIBS) 4. THE BASIC PROPERTIES OF THE COPOLYMER POLYPROPYLENE MATERIAL SHALL BE: 5. TEST ASTM TEST METHOD VALUE TENSILE STRESS @ YIELD D638 3800 PSI ELONGATION @YIELD D638 6.3% FLEXURAL MODULUS NOTCHEDIZODIMPACT D790B 155,000 PSI D256A 7.1 ROCKWELL HARDNESS R-SCALE D785A 68 PREASSEMBLED SELF-LOCKING FLEXIBLE (0°-180°) JOINER STRIPS TO CONNECT ONE PANEL TO THE NEXT. LP404-PLANTING SPECIFICATIONS APPROVED FOR /RR/GA TION ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 RCE __ _ EXP. ___ _ DATE REVIEWED BY• INSPECTOR DATE DIGA RT l----t---t---------+--+---+---l----llSH3E1ETII CITY OF CARLSBAD I I . PLANNING DIVISION 081Al T01LLFR1EE j ; \" rn ~~:::::=c;:;;::::;::;:::::==:::=:================::! ." UNDERGROUND '----t---t---------------1----+-----!l----+----I LANDSCAPE IMPROVEMENT PLANS FOR: I ~ _ SERVICE ALERT I ) ~ OF SOUTHERN f-----+--J----------------f---+-----!l----1-----1 ATLEASTTWO ~., CALIFORNIA 5759 FLEET STREET LANDSCAPE IMPROVEMENTS 1 ,_«_Y'-"_'o-REY_ou_m-::o ~~:::------jf----J---1----------------f---+----Jf----+-~ PHASE 2 ;J;iWSCAP,: !.9 ~ LEN;~ "'-?c ~q, i1-~ 5e~O 'cl -' -, ,. ' .. ~ ~ f;,-e et,.. 3.;,.v-~ OF" CA\.. \'i Expiration Date; f---t---+-----------+--+---l---1-----11 APPROVED: ~.JO ... 1--------+--t----------------l---+----II----I-----I .PLANNINGU r-;Dc;-;Ac;c;cTE--+~1N:;c;clTl"'AL-t---------------+--+--+--I---I DWN BY:-"~"'-""-LPC2023-0012 1---DA_T_E _L_I_NI_TIA_L-+-_DA.c:.T=-E --'--'l'-'-NIT-"'IA-=L-1 CHKD BY: A;,,;.F __ DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL l'.cRc!...VW~D"--"B~Y::...cB=c':L==.l DEV2022-0215 DRAWING NO. 540-BM PART 3 EXECUTION 3.1 TREE ROOT BARRIER INSTALLATION A. INSTALL THE TREE ROOT BARRIERS IN A LINEAR FASHION ADJACENT TO PAVING, SIDEWALK, OR CURB IN CONDITIONS WHERE TREES ARE TO BE PLANTED CLOSER THAN 6 FEET TO THESE IMPROVEMENTS. ROOT BARRIERS SHALL EXTEND 6 FEET IN EACH DIRECTION FROM CENTER OF TREE AS MEASURED ALONG LENGTH OF IMPROVEMENT. USE ONLY FULL PANELS. B. THE VERTICAL ROOT DEFLECTING RIBS SHALL BE FACING INWARDS TO THE ROOT BALL AND THE DOUBLE TOP EDGE SHALL BE 1/2 INCH ABOVE GRADE. C. PANELS SHALL BE CONNECTED WITH THE FLEXIBLE JOINER STRIPS IN THE LENGTH REQUIRED. D. OMIT BARRIERS FOR PALM TREES, UNLESS NOTED OTHERWISE. 3.2 EXCAVATION AND BACKFILL A. EXCAVATION AND BACKFILL SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS AND DETAILS. B. AT LOCATIONS WHERE ROOT BARRIERS ARE NOT ADJACENT TO PAVING, SIDEWALKS, OR CURBS, THE BARRIERS SHALL BE BACKFILLED ON THE OUTSIDE WITH 3/4 INCH TO 1-1/2 INCH GRAVEL OR CRUSHED ROCK TO THE DEPTH SHOWN ON THE DRAWINGS. C. NO GRAVEL BACKFILL IS REQUIRED FOR A LINEAR INSTALLATION. D. BARRIERS MAY BE INSTALLED IN SAME TRENCH WITH IRRIGATION LINES. END OF SECTION SECTION 329223 -SODDING PART 1 GENERAL 1.1 RELATED DOCUMENTS A. THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. 1.2 SCOPE OF WORK A. FURNISH LABOR, MATERIALS, AND EQUIPMENT TO PROVIDE, AND INSTALL, AND MAINTAIN SOIL PREPARATION, HEADERS, FINISH GRADING, AND PLANTING DESCRIBED HEREIN AND UPON THE DRAWINGS. 1.3 RELATED SECTIONS A. SECTION 328400 -PLANTING IRRIGATION B. SECTION 329113 -SOIL PREPARATION C. SECTION 329300 -PLANTS 1.4 REFERENCES 1.5 A. THE EDITIONS OF THE SPECIFICATIONS AND STANDARDS REFERENCED HEREIN, PUBLISHED BY THE FOLLOWING ORGANIZATIONS, APPLY TO THE WORK ONLY TO THE EXTENT SPECIFIED BY THE REFERENCE: 1. AMERICAN STANDARD FOR NURSERY STOCK 2. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) SUBMITTALS A. SUBMIT ITEMS IDENTIFIED FOLLOWING THE PROCEDURES OUTLINED UNDER SECTION 013300 SUBMITTALS. PARTIAL OR INCOMPLETE SUBMITTALS ARE NOT ACCEPTABLE AND WILL BE RETURNED WITHOUT A REVIEW. B. SUBMIT DESCRIPTIVE LITERATURE AND SPECIFICATIONS FOR THE FOLLOWING: 1. SOD TYPE-INCLUDING BRAND NAME, GROWER/ SUPPLIER, AND INSTALLATION INSTRUCTIONS. 2. FERTILIZER -PRE-PLANT FERTILIZER AS RECOMMENDED BY THE SOD GROWER. C. WHEN CALLED FOR BY LOCAL GOVERNING JURISDICTIONS, SUBMIT COPIES OF INSPECTIONS, CERTIFICATES, AND PRODUCT TESTING RESULTS. D. SUBMIT PHOTOCOPIES OF CERTIFIED LANDSCAPE TECHNICIAN (CLT) CERTIFICATE FOR THE FOREMEN OVERSEEING THE WORK ON THE PROJECT. WHERE NO CLT CERTIFICATE IS AVAILABLE, SUBMIT A RESUME OF THE FOREMEN ON COMPANY LETTERHEAD OUTLINING THE FOREMEN'S EXPERIENCE WITH PROJECTS OF SIMILAR TYPE AND SIZE. E. SUBSTITUTIONS: FOR MATERIALS THAT DIFFER FROM A SPECIFIED BRAND OR PRODUCT, SUBMIT PRODUCT LITERATURE AND SPECIFICATIONS. FOLLOW PROVISION OUTLINED UNDER SECTION 012500 SUBSTITUTIONS. 1.6 QUALIFICATIONS AND EXPERIENCE A. THE CONTRACTOR SHALL EMPLOY ONLY CERTIFIED LANDSCAPE TECHNICIANS (CL T'S) WITH THE CALIFORNIA LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR SOD INSTALLATION WORK. 1.7 RESPONSIBILITIES A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE WORK, AND FOR PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE WORK, AND SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE WORK SHALL BE PROTECTED AND MAINTAINED THROUGHOUT THE CONTRACT PERIOD, INCLUDING DURING SUSPENSION OF WORK, AND UNTIL FINAL ACCEPTANCE OF THE WORK. CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED IMPROVEMENTS INCLUDING DAMAGES FROM ACTS OF VANDALISM, THEFT, AND GRAFFITI REMOVAL. REPAIRS OR REPLACEMENTS SHALL BE AT LEAST EQUAL TO ORIGINAL CONDITION OF THE IMPROVEMENTS, AND SHALL MATCH IN FINISH AND DIMENSION. B. PRIOR TO WORK OF THIS SECTION, VERIFY THAT PREVIOUSLY INSTALLED WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN ACCORDANCE WITH THE DESIGN, PERTINENT CODES, REGULATIONS, AND PORTIONS OF THE REFERENCED STANDARDS. C. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT. D. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. C: \DRAWING FILES\111LE SHEETS\XXXX.OWG 7/20/2019 PART 2 PRODUCTS 2.1 SOD A. SOD SHALL BE AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL VERIFY WITH THE SUPPLIER, THAT THE SOD TYPE AND QUANTITY WILL BE AVAILABLE AT TIME OF INSTALLATION. SUBSTITUTION WILL NOT BE CONSIDERED AFTER ACCEPTANCE OF SUBMITTALS. B. SOD SHALL BE MACHINE CUT AT A UNIFORM SOIL THICKNESS OF½ INCH SOIL THICKNESS. INDIVIDUAL PIECES OF SOD SHALL BE CUT TO THE SUPPLIER'S STANDARD WIDTH AND LENGTH. MAXIMUM ALLOWABLE DEVIATION FROM STANDARD WIDTH AND LENGTHS SHALL BE 2 PERCENT. BROKEN ROLLS OR SLABS AND TORN OR UNEVEN ENDS WILL NOT BE ACCEPTABLE. STANDARD SIZE SECTIONS OF SOD SHALL BE STRONG ENOUGH TO SUPPORT THEIR OWN WEIGHT AND RETAIN THEIR SIZE AND SHAPE WHEN SUSPENDED VERTICALLY FROM A FIRM GRASP ON THE UPPER 10 PERCENT OF THE SECTION. C. SOD SHALL BE HARVESTED, DELIVERED AND INSTALLED WITHIN A PERIOD OF 24 HOURS, UNLESS A SUITABLE PRESERVATION METHOD IS APPROVED PRIOR TO DELIVERY. SOD NOT INSTALLED WITHIN THIS PERIOD SHALL BE REVIEWED PRIOR TO INSTALLATION AND ACCEPTED BY THE ARCHITECT. SOD SHALL NOT BE HARVESTED OR TRANSPLANTED WHEN MOISTURE CONTENT MAY ADVERSELY AFFECT HANDLING AND INSTALLATION. 2.2 SOIL AMENDMENTS AND CONDITIONERS A. REFER TO SECTION 329113 FOR SPECIFICATION OF SOIL AMENDMENTS, FERTILIZERS AND CONDITIONERS. 2.3 PRE-PLANT FERTILIZER A. FERTILIZER SHALL BE APPLIED AT 12 WEEK INTERVALS AS FOLLOWS: 1. GROPOWER PREMIUM HIGH NITROGEN AT 8 LBS/ 1,000 SF (DECEMBER-FEBRUARY) 2. GROPOWER PLUS AT 20 LBS/ 1,000 SF (MARCH -NOVEMBER) PART 3 EXECUTION 3.1 GENERAL A. PLANTING OPERATIONS SHALL NOT COMMENCE UNTIL COMPLETION OF CONSTRUCTION WORK, GRADING, SOIL PREPARATION, WEED CONTROL, AND SPRINKLER INSTALLATION. B. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL INCLUDING AUTOMATIC CONTROLLER, BEFORE COMMENCING PLANTING OPERATIONS. C. ORDER SOD TO BE CUT AND DELIVERED ONLY AFTER FINISHED GRADING AND SOIL PREPARATION HAVE BEEN ACCEPTED BY THE ARCHITECT. 3.2 INSTALLATION A. PREPARE SOD BED PER SECTION 329113 SOIL PREPARATION. B. SMOOTH SOD BED WITH A WATER-FILLED ROLLER TO ERADICATE AIR POCKETS OF SOFT AREAS. LEVEL AND FINE GRADE AREAS OF DEPRESSION AND ROLL TO FIRM UP THE SOIL. C. WATER THOROUGHLY TO MOISTEN SOIL TO A MINIMUM SIX (6) INCHES DEPTH CHECK AREA FOR SETTLING AND LOW AREAS, REGRADE AND RE-COMPACT SOIL WHERE SETTLING OCCURS. COMPLETED SOD BEDS SHALL BE REVIEWED BY THE ARCHITECT PRIOR TO INSTALLING SOD. D. PRIOR TO LAYING SOD, BROADCAST FERTILIZER RECOMMENDED BY THE GROWER AT 2 POUNDS PER 1,000 SQUARE FEET AND LIGHTLY RAKE INTO TOP ½ INCH OF FINISHED GRADE. E. UNROLL SOD IN SAME DIRECTION EACH TIME. SOD SHALL BE LAID IN A STRAIGHT LINE AND IN A STAGGERED PATTERN, FREE OF GAPS OR VOIDS BETWEEN ROWS. ENDS SHALL BE SLIGHTLY TUCKED UNDER AND BUTTED TIGHT AGAINST THE PREVIOUS ROLL TO PROVIDE A SEAMLESS APPEARANCE. CUT ROLLS AS NECESSARY TO FIT, WITH NO LENGTHS SHORTER THAN 18 INCHES. F. WHERE INSTALLING ON SLOPES, BEGIN SOD ALONG THE TOE OF SLOPE AND STAGGER EACH SUCCEEDING ROW. ON SLOPES GREATER THAN 4:1, STAKE BOTH ENDS OF EVERY ROLL WITH WOODEN PEGS. WHEN SOD ENDS AGAINST AND OPEN BED OF SOIL, MOUND THE SOIL AGAINST THE SOD TO KEEP THE EDGES FROM DRYING. G. ROLL SODDED AREAS WITH A ROLLER WEIGHING APPROXIMATELY 16 POUNDS PER LINEAL INCH TO COMPACT THE SOIL AROUND THE ROOTS AND PROVIDE A SMOOTH, EVEN MOWING SURFACE. H. WATER SOD WITH A FINE MIST SPRAY WITHIN 30 MINUTES OF LAYING. AT THE END OF THE DAY WATER THOROUGHLY THE ENTIRE AREA A DEPTH OF 4 INCHES. FOR THE FOLLOWING 10 DAYS, CONTINUE WATERING AS NEEDED TO MAINTAIN A WET SQUISHY TEXTURE. AFTER THE 10 DAYS REDUCE THE WATERING TO A NORMAL SEASONAL SCHEDULE. i. PROTECT SOD AREAS FROM PEDESTRIAN TRAFFIC, VEHICULAR TRAFFIC, AND OTHER CONSTRUCTION WORK UNTIL ACCEPTANCE OF THE AREAS BY THE ARCHITECT. REPLACE DAMAGED SOD WITH THE SAME TYPE AND FROM THE SAME SOURCE AT NO ADDITIONAL COST TO THE OWNER. J. DEAD, DYING OR DAMAGE SOD SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. RUTS, DEPRESSIONS, DIPS HUMPS, SKINNED AREAS FROM MOWING OR OTHER MAINTENANCE ACTIVITIES SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. END OF SECTION LP405 -PLANTING SPECIFICATIONS AP PRO VEO FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. 11 AS BUIL T11 RCE __ _ EXP. ___ _ DATE REVIE\./ED BY: INSPECTOR DATE DIG ~RT t----,--,-----------+--+----+----+-------'I I SH3E2ET 11 CITY OF CARLSBAD ill' .,,. _ PLANNING DIVISION 68"' '01li"1" !Iii i :~o,eGeouNo 1----+--+-----------------+-----+--1----+----1 ~LAN=::::;D::::s::::c::'.,AP:;;E;:;IM::::P::::R::::o:::::VE::::M::::E::::N:::::T=P==L=A==N=s =F=o==R,======~ SffiVICE ALERT 11 • ~,: OF SOUTHERN l----+--t-----------------t---+--1----+----f 57 A'LEASTTWO CALIFOR~A 59 FLEET STREET LANDSCAPE IMPROVEMENTS 1 o_"''-"_,o_e,_vou_m-:::c ;-~~----J---+--+--------------+--+---+--J----J PHASE 2 ',J,,>DSCAP, ~.,_I> LE"'4,,,t~ ;!, w .,..,~ u ~ 447Jl. "' -0 ..J Al -t 1 • 0:--C:W."t d.A . 1 4 '" . /, .. ,,-::--..~1.tr ~ OF' CA.\.. \1i Exptratlon Date: 1----;---+-------------+----+---+-----I-----I I APPROVED: fi-_. ~(;' ,},,,, i-----,---t---------------t---+--1----+----I ~P~LA~N=;N:;;:IN;:::G:::;;;;:;==;-;===o==::::::::::====;;====~ OWN BY: ~A~M-CHKD BY: '-"-AF __ LPC2023-0012 RVWD BY:BL DEV2022-0215 '-'-'-'--'-""--"'-'-:..=== DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DRAWING NO. 540-8M C: \DRA.W!t,.iG FILE I I \ \ \ I I \ \ \ I / I I I I I , 1/ 'I I \, ETS\XXXX.DV{G S\TITLE SHE \ \ \ \ \ \ 7/20/2019 \ \ I I I I I / \ \ \\ , \ \ \ \ \ I I " ' I " \ 0 0 \ \ \ \ \ \ \ \ \ \ \\\ --:,,,---------- ,.. ---,,,. ,.,. .,, ---~- \ ------ \: 1~ \ ------------,.. ,,,. -- .,, _. ,.. .,.. _.' .,,. ---.,. _,, .,.. .... ..... ,.,.,,....,. ...... \ .,, _,. 0 .,, --/ ,,, / 80' 9 o .r • - \ \ \ \ \ \ \ \ LL 100-HYDROZONE PLAN ffi NORTH DI a'1' ATlEASTTW DAYS BEFORE RT· ~·~□ER GROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ote: DATE INITIAL F '//ORK DESIGNER 0 KEY MAP ON DESCRIPTION REVIS! HYDROZONESCHEDULE HYDROZONES ZONES SYMBOL CODE SQ.FT ZONE HZ1 1,848 SE WITH DRIP MEDIUM (MIXED) WATER U .... ··-···- HZ2 • 16,358 (NEW IRRIGATIO_N) ,,, .. DRIP~ TERUSEWITH LOW' ••• WWAA l 1:.1,RI 'GATION AREAS) (EXISTIN~ IR ___ ·-· .• R.USE WITH ffi NOTTO SCALE HZ3 13,278 MEDIUM (MIXED). WATE OVERHEAD RRIGATION AREAS) (EXISTING I APPR D PLANTING !RR/GA T!ON AD~NG PRECISE OV[O FOR ONLY, !NCNLUOF PLAN TING LOCA TIO A RCE BY• REVIEWED ARE · II AS BUILT" EXP. DATE DATE LANDSCAPE I STREET LANDSCAPE 5759 FLEET PHASE 2 I APPROVED:L ~o;;; ===+====±==== PLANNING C2023_0012 D BY:. AF ~~V2022-0215 INITIAL CHKD BY: BL DATE INITIAL DATE "; ru 12-<{ 1 DRAWING NO. OTHER APPROVAL CITY APPROVAL RVWO BY. 540-8M