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HomeMy WebLinkAboutDWG 468-5P; SDP 09-05; PALOMAR COMMONS CENTER; 01-08LANDSCAPE ARCHITECTURE DRAWINGS CARLSBAD GAS/CAR WASH, INC. PALOMAR AND EL CAMINO CALIFORNIA AIRPORT ROAD CARLSBAD, REAL GENERAL NOTES: 1. THE FOLLOWING GENERAL NOTES ARE PROVIDED BY THE LANDSCAPE ARCHITECT TO GIVE DIRECTIONS TO THE CONTRACTOR. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 2. CONTRACTOR SHALL VERIFY WITH OWNER'S REPRESENTATIVE THAT PLANS ARE CURRENT AND APPROVED. 3. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARLSBAD SPECIFICATIONS AND REQUIREMENTS. 4. THESE PLANS ARE BASED UPON ENGINEERING GRADING PLANS PREPARED BY K/S ENGINEERING 7801 MISSION CENTER COURT, SUITE 100 SAN DIEGO, CA 92108. PLANS IS DATED DECEMBER 28, 2012. 5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY AND/OR REQUIRED PERMITS AND PAY ALL RELATEO FEES AND/OR TAXES REQUIRED TO INSTALL THE WORK ON THESE PLANS. 6. THE CONTRACTOR SHALL BE APPROPRIATELY LICENSED AS REQUIRED BY THE STATE IN WHICH THE WORK TAKES PLACE. 7. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO THE BEGINNING OF WORK AND SHALL BE RESPONSIBLE FOR COORDINATING WITH THE OWNER, LANDSCAPE ARCHITECT, GOVERNING AGENCIES AND OTHER TRADES. 8. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES IN EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO THE BEGINNING OF WORK. 9. UNIT PRICES FOR ALL IMPROVEMENTS SHALL BE ESTABLISHED AS A PART OF THE CONTRACT WITH THE PROJECT OWNER AND PRIOR TO BEGINNING WORK, TO ACCOMODATE ADDITIONS AND/OR DELETIONS OF MATERIAL AND/OR LABOR. 10. DETERMINATION OF EQUAL SUBSTITUTIONS SHALL BE MADE ONLY BY THE LANDSCAPE ARCHITECT. 11. LANDSCAPE ARCHITECT SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE OF ANY SITE OBSERVATION OR MEETING. 12. SITE OBSERVATIONS AND MEETINGS SHALL INCLUDE: A. PRE-CONSTRUCTION 8. LANDSCAPE CONSTRUCTION C. IRRIGATION D. PLANT MATERIAL PLACEMENT E. PRE-MAINTENANCE F. POST-MAINTENANCE 13. SITE OBSERVATIONS BY THE LANDSCAPE ARCHITECT DURING ANY PHASE OF THIS PROJECT DOES NOT RELIEVE THE CONTRACTOR OF HIS PRIMARY RESPONSIBILITY TO PERFORM ALL WORK IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS AND GOVERNING CODES. 14. THE DEVELOPER/CONTRACTOR SHALL PROVIDE FULL MAINTENANCE OF ALL LANDSCAPE AREAS FOR A MINIMUM OF THIRTY (30) DAYS AFTER INITIAL WRITTEN APPROVAL. 15. CONTRACTOR SHALL BE BACK CHARGED FOR LANDSCAPE ARCHITECT'S TIME WHEN OBSERVATIONS ARE CALLED FOR AND IT IS FOUND THAT THE WORK IS NOT SIGNIFICANTLY READY UPON OBSERVATION OR THE APPOINTMENT IS NOT KEPT. TIME WILL BE CHARGED ON AN HOURLY BASIS, INCLUDING TRANSPORTATION TIME AT THE THEN EXISTING HOURLY RATE FOR THE PERSONNEL PROVIDING THE OBSERVATIONS. CITY OF OCEANSIDE HIGHWAY ?a CITY OF VISTA PACIFIC OCEAN CITY OF ENCINITAS VICINITY MAP OF MARCOS PROJECT LOCATION-~ ~-- ~ . ' --~-' :;;. ~ ---,,:~·> --- ' r·---:/-:-..'' --.) :,.., .... ,, ,,-.,. . POINTSET'IJA 1.N, LOCATION MAP PALOMAR COMMONS PROJECT 16. THE FIRM DOES NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING. THIS FIRM DOES NOT DIRECT THE CONTRACTOR'S OPERATIONS AND IT IS NOT RESPONSIBLE FOR THE SAFETY OF PERSONNEL OTHER THAN OUR OWN AT THE SITE; THE SAFETY OF OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHOULD NOTIFY THE OWNER IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS PRESENTED HEREIN TO BE UNSAFE. 17. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT THE PROJECT UTILITY LOCATIONS AND REVIEW PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. 18. SOIL TEST TO BE TAKEN AT 2 LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS OF SOIL CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING. a. ORGANIC MATTER CONTENT b. N, P, K KEY MAP ~ VIDA ROB NOT TO SCALE DRAWING INDEX: SHEET TITLE SHEET NUMBER LANDSCAPE TITLE SHEET SHEET 1 OF 8 SHEET !RR/GA TION RECYLE SHEET SHEET 2 OF 8 SHEET !RR/GA TION PLAN SHEET 3 OF 8 SHEET PLANTING PLAN SHEET 4 OF 8 SHEET IRRIGATION LEGEND/DETAILS SHEET 5 OF 8 SHEET PLANTING LEGEND/DETAILS SHEET 6 OF 8 SHEET LANDSCAPE SPECIF/CATIONS SHEET 7 OF 8 SHEET COLORED RECYCLE WATER PLAN SHEET 8 OF 8 SHEET 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 670.3 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FDR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: DARSONO DESIGN ASSOC/A TES, INC. PHONE NO: ( 858) _,,5'-'4.,__1-~2""0"'0"-7 _____ _ REGISTRATION NO: #2418 EXPIRATION DATE: JULY .31, 2014 WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER 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 EFFICIENT USE OF TER. BY: DARSONO DESIGN ASSOC/A TES, INC. PHONE NO: ( 858) =5~41~-~2=0~0~7 ____ _ REGISTRATION NO: #2418 EXP/RAT/ON DA TE: JULY .31, 2014 BACKFLOW PREVENTER TESTING: ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER ANO BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT: HTTP: / /WWW. CARLSBADCA.GOV /SERVICES/DEPARTMENTS/WA TER/DOCUMENTS/RECYCLEDWA T£RBACKFLOWTEST£R ST.PDF FOR RECYCLED OR HTTP:/ /WWW.CARLSBADCA.GOV /SERVlCES/DEPARTMENTS/WA TER/DOCUMENTS/WA TERBACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL (760) 438-2722. INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR HIS DESIGNATED AGENT. REFER TO TI-IE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERTIFICATION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "CERTIFICATION OF COMPLETION" FORM FAX TO: (760) 944-8943. LANDSCAPE INSPECTION REQUEST PHONE LINE: {760) 602-4602. 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 PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. SUBMITTAL DATES: DATE: DESCRIPTION: 11-08-2012 INITIAL SUBMITTAL TO THE CITY 02-23-2013 RESUBMITTAL TO THE CITY 04-08-20r3 RESUBMITTAL TO THE CITY 05-14-2013 RESUBMITTAL TO THE CITY APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DAT£ c. pH d. EC e. SOIL TEXTURE (SILT, CLAY, SAND) Darsono Design Associates, Inc. LANDSCAPE ARCHITECTURE PLANNING 5014 MOUNT LA.PLATTA DRIVE SAN DIEGO, CA 92117 1---1----+---~--------+---+---+----+-------1 I SH1EET I CITY OF CARLSBAD I SHESETS I PLANNING DIVISION ;;LAN:::;:;:;D;,SC;:AP:-;;E:=;:TI;T;:;LE;:;S;;H;E:;E;:T ::;F:;O;R:=· ,======-===:::::; f. RECOMMENDATIONS FOR AMMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. C:\DRAWING Fll£S\TITLE SHEETS\XXX>C.DWG 5/15/2012 DI PHONE (858) 541-2007 FAX (858) 541-2008 DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CARLSBAD GAS / CAR WASH, INC. ACACIA HOLOINa COMPANY 2509 PALOMAR AIRPORT ROAD CARLSBAD, CALIFORNIA 92009 TITLE SHEET APPROVED: C:r-Bl~t 1-10 ·I :!:i PLANNING DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: SOP 09-05 468-SP CITY APPROVAL RVWD BY: GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO EL/MINA TE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR /RR/GA TION WITH RECYCLED WATER ARE FROM 10: 00 P.M. TO 6: 00 A.M. THE HOURS FOR /RR/GA TION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. /RR/GA TION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. /RR/GA TION WITH WATER OF A LESSER QUALITY THAN DISINFECTEO TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10: 00 P.M. TO 6: 00 A.M. RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPL/CATION THROUGH !RR/GA TION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. /RR/GA TION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR EL/MINA TE OVER- SPRA YING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL /RR/GA TION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF Tl-IE TRENCH PER Tl-IE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULA TORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. RECYCLED PALOMAR WATER SYSTEM (PRIVATE) EL CAMINO CALIFORNIA AIRPORT ROAD AND CARLSBAD, SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR Tl➔E USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1 /2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER USE A. /RR/GA TE BETWEEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM $/-/ALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. B. /RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPL/CATION RA TE SHALL NOT EXCEED THE /NFIL TRA TION RA TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WIT!➔ THE LOWEST SOIL INFILTRATION RA TE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY Tl➔E EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP Tl➔E TOTAL /RR/GA T/ON TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO EL/MINA TE OVERSPRAY ONTO AREAS NOT UNDER Tl➔E CONTROL OF Tl➔E CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 0. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR £DUCA TING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR IRRIGA T/ON PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOD/FICA TIONS TO ANY PR/VA TE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, Tl➔E DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH /DENT/FICA TION TAGS. WATER METER LOCATION FOR THE SITE: 2" WATER METER RECYCLED IRRIGATION LOCATED ON EL CAMINO REAL STATION 318+44, 70 GPM DEMAND SEE DWG 468-5M PROJECT MAP LEGEND ® POTABLE WATER METER ® RECYCLED WATER METER (NA) ~ BACKFLOW PREVENTION POTABLE WATER TO BUILDING I lj n POTABLE WATER LINE RIH n RECYCLED WATER LINE RG RECYCLED WATER PRESSURE SUPPLY LINE rs FIRE SERVICE LINE NOT ON THIS PARCEL [ZZ] RECYCLED WATER USE AREA 00 NOT DRINK SIGN REAL 0 I' 11 · I ' Jmilll O a 133!): 'nm.01 o ·cr ·1 L . , .Q..EEEl 11 I --- SH££T TITL[ TITLE SHEET /RR/GA T/ON PLANS /RR/GA TION LEGEND AND DETAILS /RR/GA TION COLORED PLAN ~~~v™toR STATIC PMSS!Jit !OCI.O PS ----1;:t-tlH I Ir ' l ! ijjjjj!llj\Rf MJratATIC CONJROWJt HUNTER ICC-I sr ... nCN STAltl.£SS STEEt. :m:lflER IIIRELtSS LJMIT OF WORK AREA SH[[T NUMB[R L-2.0 L-.3.0 L-5.0 L-8.0 I ,·---- :mt~ll+l--1----'"oo NOT DRINK" SIGN \ 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER Tl-IE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. A. TAGS $/-/ALL BE WEA Tl➔ERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WIT/-f THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AV/SO -AGUA /MPURA-NO TOM AR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. ~ -OUTDOOR EATING AREA ORIN T ! - 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCA T/ONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. G. B. ONE TAG SHALL BE A TT ACHED TO EACH VAL VE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WR~OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VAL VE COVER WITH EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. NOT ON SITE SIGN WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WIT/➔ THE REQUIREMENTS FOR LANDSCAPE AND /RR/GA TION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED TH/$ PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND rnE LANDSCAPE MANUAL. I CERTIFY rnA T THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WA ER. BY: DARSONO DESIGN ASSOC/A TES, INC. PHONE NO: ( 858 ) _,,_54.c:1c_-_,,2c:c00"-'7'------ REGISTRA T/ON NO: _ _,#'-"2'--'4-'-18=----EXP/RAT/ON DA TE: JULY 31, 2014 SUBMITTAL DATES: DATE: DESCRIPTION: 11-08-2012 INITIAL SUBMITTAL TO THE CITY 02-23-2013 RESUSMITTAL TO THE CITY 04-08-2013 RESUBMITTAL TO THE CITY 05-13-2013 RESUBMITTAL TO THE CITY 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, Tl,£ RECYCLED PUREYOR'S RULES AND REGULA T/ONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF Tl➔E DESIGNATION, WI TH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. EACH AUTOMATIC CONTROLLER AND ITS ASSOC/A TED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION"" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO Tl➔A T IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. CITY OF OCEANSIDE IN CASE OF EMERGENCY CONTACT: LAWRENCE KOURI£ AT: (760) 846-0708 OR AFTER HOURS CONTACT: LAWRENCE KOURI£ AT: (760) 846-0708 22. ALL PUBLIC AND PR/VA TE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON Tl➔E PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THE SITE. 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEP ARA T/ON SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METl➔ODS. 25. ALL /RR/GA TION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER ANO RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT http: //www.carlsbadca.gov/services/departments/water /Documents/ recyc/edwaterbackflowtester/ist.pdf for recycled or http://www.carlsbadca.gov/services/ departments/water/Documents/waterbackfiowtesterlist.pdf for potable or call 438-2722. PURPLE BACKROUND DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT. THAT I ' HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES IS CONFINED TO A REVIEW ONLY ANO DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM NAME & ADDRESS: DARSONO DESIGN ASSOC/A TES, INC. 5014 MOUNT LA PLATTA OR/VE SAN DIEGO, CA 92117 PHONE NO: ( 858) -=5-'-4-'-1---'2"-'0-=0-'-7 _____ _ REG/STRA TION NO: _,,_#""2-'-41'-'8'-----EXP/RAT/ON DA TE: _J_U_L_Y_3_1_, _2_0_14 ___ _ DIG RT r BLACK LOGO r--1" BLACK LETTERS In Order to Conserve Water ... INSPECTION PROCEDURES 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: 2. 3. A. REQUIRED SEP ARA 770N BETWEEN POTABLE AND RECYCLED WATER LINES (HOR/ZONTALL Y AND VERT/CALLY). B. PIPE IOENT/FICA T/ON. C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM Tl➔E CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. S/GNAGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. C. TAGGING OF VALVES. D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE /RR/GA TION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. /-1. CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. ANNUAL INSPECTION SHALL INCLUDE: 35• / I (N.T.S.) ~ -~ RECYCLED WATER IN USE DIAL TOLL FREE 1-800-422-4133 A COMPLETE INSPECTION T/-/A T WILL COVER A-I OF THE DISTRICT FINAL INSPECTION. AT LEAST TWO DAYS BEFORE YOU DIG 1-\IGI-IWAY 7B PACIFIC OCEAN NOT TO SCALE CITY OF VISTA CITY OF ENCINITAS VICINITY MAP . -R ~o CITY OF SAN MARCOS APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION /J~ GLENN LEEKS ENVIRONMENTAL HEALTH SPECIALIST "AS BUil T" TIT/LE REVIEWED BY: INSPECTOR (-zr-13 DATE DATE DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 2 CITY OF CARLSBAD a PLANNING DIVISION SHEETS WARNING RECYCLED WATER DO NOT DRINK DO NOT DRINK NO TOME EL AGUA oarsono Design Associates, Inc. LANDSCAPE ARCHITECTURE PLANNING 5014 MOUNT LAPLATTA DRIVE SAN DIEGO, CA 92117 PHONE (858) 541-2007 FAX (858) 541-2008 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 1----+---1---------------+----+--+----+---I PRIVATE (ONSITE) RECYCLED 1----+--+----------------+----l--+----l----l WATER SYSTEM FOR: SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR 12" X 36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS TYPICAL SIGNS C: \DRAWING FILES\TITLE SHEETS\RECYCLED WATER TITLE SHEET.DWG 5/15/2012 WASH HANDS AF"rER CONTACTING LA VESE SUS MANOS DESPUES DE USAR 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS CARLSBAD MUNICIPAL WATER DISTRICT ~~ "'-/,,,,E/ '3" WILLIAM E. PLUMMER ~ DEPUTY CITY ENGINEER R.C.E.28176 EXP.03/31/14 DEVELOPERS NAME: _____________ l----+--+----------------~----+---1---+----I ADDRESS: TELEPHONE: DATE PLAN PREPARED: __________ _ BY: DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL IRRIGATION RECYCLED INFORMATION: CARLSBAD GAS/ CAR WASH, INC. ACACIA HOLDING Ct:NF'PNf 2509 PALOMAR Aflf'ORT ROAD CARLSBAD, CALJFOAN~ 92009 APPROVED f~~ ~.H • 1 ·l"'•I~ PLANNING DATE DRWN BY: PROJECT NO. DRAWING NO. CHCKD BY: SOP 09-05 468-5P '--'=~--- y v 1 ---1 /. \ I I 1275. TORI/,/ ===i:1 r,57.751[} \ --'-"~·. '\ ! 1. \ ---+~ I 0v, 01 ==I I I I ===:::::r, I i~) /~ ---1----SEE DWG 468=5M__ _L--' ' '''~.cf/ <1t '4--' --· ---------~ , // "'--j z:m_ FOR LANDSCAPE OE.,, L I I r.:::'c "-? I 1,, ------+---- 1 l;;Jfot, ~£ • , THIS AREA , ~ , I I 1 ~ / ~ 11 •~l'v'llr<JFYffQR.K ,A,R· ~ -_ - / -=1'--------;::{---L--=--._;;;__===== -l======i=-~--..'.'--!--=-=H-;:,.'._ __ :::{_~ ii --1~ I ,_ --·-J-::---:-_-~L __ / / _;---==~ -=7' :::==· +====:__ =~=== =~===== ========!====;'='5~::::::::::::::::~ ;JiH '/' , y O ~ JT! rn I ,Jf Ill I '-----+~====== =J'.====~ ~===== ~===-==1:1=============~===1~.~~~=====1r' ! ' , //:;,------(1'.i/2TY~A-::-B;B~R; ---() --~ i : 1 _: i' ':' : : : -j ' I I · 131'.ic '-: : ,, 'f" /II A4 IRRIGATION SYSTEM ,, ""~: ! : ·1 111 / I I srCJ?, '-,, / / I ------I DRIP -TYPICAL LASER DRIP DO ~OT DRINK , ~' : : : : I /JI'/ 3 14 5 6 7 8 9 / 10 1 _,;,. /,.__ / l 1" IRRIGATION SYSTEM SIGN TYPICAL ' : 11111 411/ I I 4r4.• __ ;J! II ""'\. =--=---l : : : : : I 0-1' ~-~~~~~~~~~1~· ~~~~~~~;;;:~4/•~;.;; ;g lfi ! ! ~ ------·------'c'\ ,,V\ 1'' I V i i ~~---~~i~--=--=--i-_____ -_ '. : : I ~ § : [XJ6"RCPDHG458-S ___ ----,,L/ ~ ! ~: 3/~ : II ·--] ,~,i2-==-~-_ -! ! : ! • ~ ~ ! ri;:~;:;•/ 1112,tl: , : ----~-... ~ l===::::::II: : 314 -11 1 • ·,; /~ rt 1 1111111rn11ta ~ cl lWt _,.,~~,~, , -_ -r _ --_____ ,._ ... 7 --r --:;;-===--==--==--===--==-=~~~~~~.-=;:: --_j I 16' ~,p~ I I t· i :== 1 •1 ROTECTION ZONE I ' ~ I I ' -1,f-I I "~------d l------I', I I 1Y I I ... .. \ : I : : : -~ ~ 1 11 I I I -I ~ I I © ® \ ' I -., -' I li1P I I O O O O I " -I .J O 20,000 GAL, 0 : I I ~, T : I .• . l ,_ I : ~I [Jm1Q] 0 [ □ :1 11 1] I~ .· UNLE,~DED .. \ ! I :12 ~! i,r-• ~·'4 .1' MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS: ~ 1' I ~QI' I I -·-'. I ' ··~ A. PRESSURE LINE: ~ '..:;g \ I I 12,000 GAL. PREMIUM + '1 1: l, ', . 7 -LESS THAN 3• IN DIAMETER -18" COVER '= 11 f ~ I I I , . I ~ -3"-5-1/2"IN DIAMETER -24" COVER -J o Q Q I I I I . -" ~ ,.,, Ill~ I \I I . u . 0 13 I I -6 OR GREATER IN DIAMETER -36" COVER '.:: ' r"'-. ,;:;! I 1o,OOO GAL. DIESEL 000 I .. I I 1 ··.. 8. LATERAL LINES: 12" COVER _ Ila . ----.___ 0 I I ' I • .. '. . 8, SLEEVES UNDER ROADS: -:-1 ' ""\L 1 ,:,,r \,: :~ .·. ·. _ 6" OR LESS IN DIAMETER_ 36" COVER = 1 .. 1-1--+--h-//--l-PRo·' 10E 2 LASER , ··· ···1 -GREATER THAN 6" IN DIAMETER -48" COVER -DRIP LINE BETWEEN ~ I I Al I I .·· ... ' .. ' .. _.,;.;;;·• .. •··· ... •. D. SLEEVES UNDER PAVING (NON-ROAD): SAME AS A ABOVE = ' / BRO DITCH AND I 1'1,~ I I 11 /2 ',i l : 14 I .\ .· SLEEVE UNDER ROADS: -1:11 LEA'. = LINE I y I I I lr-7 ---'<b"I -SCHEDULE 80 PVC -'1111 / 2! PUBLIC ST RM D AIN EASEMENT I ~: ~ EE-El □ 0 I □ )tB] :~ . ; : : : : ' 7 """' "'°" """ '"°" '""' ~ 1 1 I I I r· I I :o · , : IRRIGATION NOTE: I I I ~ •:, 1. NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED I '° 77/t1-~~'T7:tiyy·lb~J AND CONNECTED TO A POTABLE SOURCE PENDING SUCCESSFUL I-.A' 1 1 I ~ LJ' I 1;. iv· ~1~$;~~~ COMPLETION OF CROSS CONNECTION TEST PERFORMED BY = 1 .. ~ I II '1 ·. · . ., 'YI. ~o' i,fi',ft CMWD AND DEH. FINAL CONNCETIONS TO THE EXISTING IRRIGATION -: I n ~· I ! /A....._;,/V:I /~ RECYCLED MAINLINE ARE TO BE PERFORMED ONL y AFTER = I ( I I I -~ I . I I i APPROVAL IS PROVIDED BY CMWD AND DEH. = ~ I <( 1 ;,.. 1 1 0=v : 1: 16 : : n 2. FOR THE MAINLINE. PROVIDE TWO (2) LAYERS OF WARNING ;:: 1 I 1,,, j ~-I 11 I I LJ . . TAPE RUNNING CONTINUOUS ALONG THE ROUTE OF THE MAINLINE. '"" , £• t; I ~: II [1 I I 1) II] 0 LJlbl JIIJ;!';;j;'d;··~-~-lll'.·. I ! ! I · .. •., ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF THE MAINLINE '.:: 111 ~ . -~·7 I' · .... · k PIPE AND ONE 12" ABOVE THE TOP OF THE MAINLINE. e-j 1 I PROVIDE PRESSURE REGULATOR : 1 17 > '"" :, <~)I I SET AT 70.0 PSI, AVAILABLE \I I I \· STATICPRESSURE150.0PSI_ 1,! !1 ,. p ~II: L~,,-.SEEDWG-468-5L I I " -: 1 I : i~ . ' . := ~ I I FOR LANDSCAPE OF 1 1 r:;--,;;;.;-;!J: 18 1 , , ~-~ ~ :0: I L _ THIS AREA j I I : r? ----__J : : ', A3 / ~ 11 ; : I I 1. I I 11 /_2 ' ~ ·. 28. 0 / ~ : • ~ j I I I _ 1 I 1 · · 1.5" ::: i -J I I 0:. : ,: l~~J ,. ~DOMESTIC WATER SOURCE = II: I - ~: [Jm1Q] 0 [□Jm] ij ·. ~, ~ I I I L __________ J POINT o I CONNECTION . PRO~DE N~M ! 1 ! : : ! ! ~~,g~o~A';f :s-~~P ~. • Tl ./ . : ,I AT EXISTI G WATER SOURCE, RECYLE WATER F M SUB-WATER MET~R ) I) ) :: : ~=====I== =P<c=if"71 ~~ ,_~, I I ___.- MASTER M TER. USE EXISTING CONTROL AND COMMON AT POINT OF \ 1 1 1 11 1 (( . · CJ ¼ J] ~ = ·0>1~ 11 1,, , ~~ 1 _,.,.L------"' WIRES Hf1 TO H-4, WITH SUB-METER UPSIDE OF VALVES~_CONNECTION FOR . : : : :: : .~ ·0 I__,_.-) '----7 11 _c-----i------ SEE DWGI 46 -5M FOR MAINLINE STUB-OUT---11 :-tt-1 . I "';'"" ----• ----:~ . ----1 /2 , ,.,< -~ ,::;-,--/ _... I • 11 /2J 7)~" f 1 \t 5 .-, 11 / 4\ _ ___:::-~~-~ y / SEE OW( -41 8-5M \ '\' ~ 24 123 I : :,-,~.~11 ~v,,.--~v1~ ~~ 1 _ zu~ ~ ~ · -~"-----~-----· _/~J \ FOi LAI\ DSCAPE OF THI' ARI A--i---I ' L 22 I 21 . 20 I ,' ·-I 17 . r---,_ ~-_;:::-=---~-:,__ ---------I, --------< 0:::--, ' ,.-__. J9 I I . r---, ---=--=-·~ -;c--__ __ ---'< ~ I \ ' " SMF{§r---I I O I i2 1/2" BACKFLO' .• , __ , ----1,l-------=---".% .------------------" ,---:c "".::-- I I IJ ----r-31~--~-------: i O '-._,, ! 1 , REVENTER----.. lie'-~ ~~~=-~b;;--_::: '::/ -=-'" ~---------+--~~----------: .::~~\ i : 111111:== =====:ctC=====t============,======•; ' I ••· . " •••·••· _g--e, --_; 'C-___. -~\<. J>,.~ ' 15 SCALE 1"=10'-0" I -~::::..i- 2,r'5£(':_ · ---, ~ -• _..,.. ~ -....:.· · , " _il----1-+-\fl ·= s£R'lle£ , , V V '---c---... 2--.n, lC" ) ITEM r I I 7 I I I~ CB' . (9 (5\ I ---., 5>J---..JT l f4\ ~ ~ -0 I 5\---~--r CD--~ ,,.___,., I I I I I _/1) .. " 1 2 3 4 5 6 7 8 9 10 DESCRIPTION NOTES: 1. THE LISJED PIPE AND FITTINGS ARE INlENDED FOR A z• WATER SERVICE AND 1• COPPER PIPE ANO FITTINGS MAY BE USED FOR WATER SERVICE. 2. THREADED JOINT FITTINGS (NP,) MAY BE USED IN PLACE OF soLbERED JOINTS SHOWl'l ON THIS DRAWING. 9 C (SEE NOTES) 2• COPPER x COPPER UNION 'l" "' 'J" 1< 2'" CQPPl="J.1 rrr: '>" lJJ\lr' y '"PER ADAPTER 2• BALL VN..Ve Willi HAND 1.£\1:R TYPE L COPPER 2' x 1.5" ARE HOSE FlTTING z• BAll VALVE Willi PADLOCK WING 2"' x 2· )( 1"' C K C x C TEE "• HOSE BIB OR JEST COCK 2' x Jt.• C x MIP ADAPTER SPECIDWG REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT NORTH BYPASS TEE CliY ENGINEER DATE FOR RECYCLED WATF_R TESTING STAfiOAl'l) 01\C. ..,, W-3 5 TITLE s:. APPROVED FOR IRRIGA TlON AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 8 3 PLANNING DIVISION SHEETS IRRIGATION PLAN FOR: 0 0 "gg~0 ~❖:❖:~ .· · \ v -• -----QD F I DOMESTIC W \ T\R METE~ o0 OOOQOo, --=~------------., -Q_~-~~O!O 0 0 . · --------'\ --;'7'/,;.·L / _____ ____2';:~==----=-~--=---=----_-_-_-_7rn~ r----,1-1111\"""'.\\\\l"""'.lllll-ll///-////1. ___ ___;_-r-_____ \-_!_-----------'t-----t---------------+---l----l---l-___J ----------------~ 'tt---.1Af;'J;·•L'/r/ RECYCLED WATER METER LOCATION FOR i#' ~I.PK ''¾ DEVELOPERS NAME: ____________ 1------t---------------+---+--l----l---l -t\ o':!"/4 "oo NOT DRINK_ THE SITE. 2" WATER METER RECYCLED $t;OJ:,~ ' // / CARLSBAD GAS/ CAR WASH, INC. ACACIA HOLDING 00!,f'ANY 2509 PALOMAR AffORT AOAD CAFLSBAD, CAUFOANIA 92009 I' 0-\'l~f., ~ bP'lf'J SIGN" TYPICAL IRRIGATION LOCATED ON EL CAMINO REAL /§ uAt<SONO ~ ADDRESS: ,,,.--, 1 , 1 \, ,o'v /I '-STATION 318+44, 70 GPM DE~AND i c~~~N2~~:M I DarsonooesiunAssoclates,lnc. 1 Exp. 7/31/14 !J ~ .... C,l,/J ~ LANDSCAPE ARCHITECTURE PLANNING ~~-',f'. v·· T~ ~ 5014 MOUNTLAPLATTA DRIVE SAN DIEGO, CA 92117 ~i 0/ ct._\;\: ~~ PHONE (858) 541-2007 FAX {858) 541-2006 1//////I/J!fl!l\l\\\\\\\\\\~ EiDirotion Dote:D7/3~/14 TELEPHONE: DATE PLAN PREPARED: ________ _ BY: INITIAL ENGINEER OF WORK REVISION DESCRIPTION APPROVED j'o/;J ) r..,,_ ~l j.\.., 1•lo ·l~ PLANNING DATE DATE INITIAL DATE DRWN BY: PROJECT NO. DRAWING NO. INITIAL OTHER APPROVAL CITY APPROVAL CHCKD BY: SOP 09-05 468 5P ) __________J___l I ~NT BY OTH~RS WG 468-5F [ --~ MA~ WALL PtK ~U~&tJ SEE DWG 468-5F ) / / / / 1 _I _____ -- __ _,,_-:===== 2= 3 5 6 -,--- 275.25FL ~1---+..:...-..J----_./, --r--------iiiiiiiiiiii,7 16J I: F~ ii>~ s I /5.70)1 I '\s~o i:~ ~~~ I <I;::::: I I ~~ I I ROUND PLANTER ~ I : SEE NOTE AT RIGHT ~I ~ _L_~_J I @I I I 1 76.05)1 eof- I I I I 1 I I I I I I I I 1/0 I s I 1s.so11 I \ 2l• PUBLIC ST RM D AIN EASEMENT ~ er:: I ~, I I 11 u. I 01 ~, I I I I I I I I I I I I I I I I ' ' G5 ' ' I 'b1i I '\k ~, EEE ~, .,=~"'j [□:~]: I I I I I I I ,, I I ROUND PLANTER I SEE NOTE A RIGHT I I I i11- I <!/' I 75.15TI I '\~s ~:[Er1(□] I I I I I I I I \ : ROUND PLANTER I I SEE NOTE AT RIGHT \ ,c, I 7488TI . ~ 15.30)1 I '\' ~ ~ I '\.~-~: ~ ~ I ,g I ' I i11 I I I I I I I I I I I I I I L __________ J i( ' I 112-AGA AFR 5GAL0 I I ' I 'I SEE DWG-468-5M FOR LANDSCAPE OF THIS AREAT\ \ n r-... !'-.: I I I I I I I I 274.73TC 274.23FS 23 I 8-LAG HYB 0V'i 36" BO x~~=--~~~~41' 7 8 9 276.llR!M 258.421£) / 276.55TC / 276.22FS 7t-CAL LJO / 5GAL0~~ I A ~ 275.70TG / C'"'-10 "' - 1111 IJTIII I l]E 276.6 27 276.30F A 271, 761E o _j r-& --;;;=rr= == ==~~:;~=-=--=;--";;:;,·9%.~~~~~;-: -=~~ --~'?01- 276.08 275.84FS 276.00FS Co), Pi L _____ ~11tz!======~2~76~-~~F~S======J .. -@ ~ -0.. • 0:, ' ~ "' <D I 0 - " 22 '0:J 20,000 GAL. 8 UNLEADED 12,000 GAL. PREMIUM + w Pi v 0 10,000 GAL. DIESEL 275.54FS 275.92FS 12 276.72TC 276.22FS A 13 1-SYA ROM~ 24"BOX(7'~T) 1-__:_4 -+I./ ll'c'~ PLANTER NOTE: QUICKCRETE-CALI FORNI A (("rnr:, ROUND PLANTER CAL363~ 15 ( 36"DX30"H) WITH SAUC-E14-~~~-,----J-~ o;,c,;,.0°0000 QUI CK CRETE ( 951) 75 7-~:$ffi$: WITH SELF WATERING u O ,oogg p LANT WI TH: ___L____L____L____L____L__ T . 1-24"80X RAPHIOLEPIS lf~A16 'SPRINGTIME' SHRUB ~" I 4-1 GALLON AGAPANTH~----~' H~ AFRICANA 'PETER PAN' 17 FILL WITH 4" POTS OF ANNUAL COLOR 18 FFE 276.80 PAD 276.15 276.BOFS tt(::~~w':"'_"¥', TF==:=r,=~~s~Fn:;=::-__ -~ ==e==!-1, ·, 274.70TG 270.701E 21 20 19 276.13TC 275.63FS 2-FIC REP--, 5GAL...., 275.83TC ~75.3~FS 0 :O 276.45TC ~16-PHO TEN SGA G) 476.72TC 2 i; 2FS 6" CURB _j w z z ::) I- I U) <( 3: IX <( 0 276.4 FS 276.2 FS ..., ~ ::,; ~ 'f • 0:, 277.45FL HP 1 -r IMIT OF RUNWAY ROTECTION ZONE / I SEE DWG-468-5L FOR LANDSCAPE OF THIS AREA) ..+i--+-+->--+-----+18-DIE BIC 5GAL® \5 SCALE 1 "= 1 O' -0" 20 NORTH I SH~ET I RCE APPROVED FOR /RR/GA TION AND PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BU I LT" EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD / sH:Ts I PLANNING DIVISION 5 LAN MO\. 5GAL8 \ t---+--t----------------l-----l--~---1----1--_J PLANTING PLAN FOR: CARLSBAD GAS / CAR WASH, INC. Darsono Design Associates, Inc. LANDSCAPE ARCHITECTURE PLANNING 5014 MOUNT l.,.A PLATT A DRIVE SAN DIEGO, CA 92117 PHONE (858) 541-2007 FAX (858) 541-2008 DATE INITIAL REVISION DESCRIPTION DATE INITlAL DATE INITlAL OTHER APPROVAL CITY APPROVAL ACACIA I-IOL.DING COMPANY 2509 PALOMAR AIRPORT ROAD CAII..SBAD, CALFOfllolA 92009 APPROVED: 11; Lr, t'.l ~__,; t\-1-l<a> .\~ PLANNING DWN BY: PROJECT NO. DRAWING NO. CHKD BY: SDP 09-05 468-SP RVWD BY: 'b 0 Cb CD TOP OF BUBBLER SHALL BE 1" BELOW PVC TOP CAP 0 NDS DRAIN GRATE CD FINISH GRADE (?I BUBBLER '-2) SCH. 80 NIPPLE ® LATERAL LINE PER SPECIFICATIONS ® 1 /2" S X T PVC COUPLER (J) SCH. 80 NIPPLE ® SCH. 40 PVC THREADED ELBOW ® NDS 4" PERFORATED RIDGED PIPE @ FILL PIPE Will, 3/4" PEA GRAVEL @ SCH. 40 PVC CAP 3 X 1/4" HOLES ~ TUBE DEPTH BELOW ROOT BALL 1'-0" 1.!._51 (SEE PLANTING DETAIL FOR BALL HOLE DEPTH) G TREE BUBBLER FOR DEEP WATERING CD 10" ROUND VALVE BOX (SEE SPECS) (DO NOT CUT ADDITIONAL HOLES INTO BOX) ® INSTALL FILTER FABRIC AROUND GRAVEL SUMP. 1 @FINISH SURFACE (j) PRESSURE SUPPLY LINE (REFER TO PLAN FOR SIZE) H ("i\ muE UNION BALL VALVE '-::V (SEE SPECS) I,\ SLIP X MIPT SCH 40. PVC ADAPTER ~ (2 REQUIRED) 12\ 3/4" GRAVEL SUMP IN, '-::V UNDER6 AND AROUND VALVE BOX. FILL T TOP OF VALVE BOX HOLES. BALL VALVE CD RECTANGULAR VALVE BOX (SEE SPECS) (DO NOT CUT ADDITIONAL HOLES INTO BOX) @ FINISH SURFACE ("i\ PRESSURE REGULATING VALVE '-::V (SEE SPECS) I,\ PVC SCH. 8D MALE ADAPTER ~ (2 REQUIRED) PRESSURE REGULATOR ® SLIP X SLIP 45 DEGREE ELL. (4 REQUIRED) 12\ PRESSURE SUPPLY LINE '-::V ( SEE PLAN FOR SIZE) ® 3/4" GRAVEL SUMP IN, UNDER, AND AROUND VALVE BOX. FILL TO TOP OF THE HOLES. (j) INSTALL FILTER FABRIC AROUND GRAVEL SUMP. WATER PRESSURE CALCULATION FOR IRRIGATION SYSTEM: 1. AVAILABLE AT POINT OF CONNECTION 2. PRESSURE LOSS THROUGH SUB-METER 3. PRESSURE AVAILABLE AT PRESSURE REDUCER 4. PRESSURE LOSS THROUGH MAINLINE 11/2" (267') 5. PRESSURE LOSS THROUGH CONTROL VALVE 6. PRESSURE LOSS THROUGH FITTINGS 7. PRSSURE REQUIRED FOR IRRIGATION HEADS MAXIMUM DEMANO PRESSURE FOR THE SYSTEM: AVAILABLE RESIDUAL PRESSURE 150.00 PSI 6.20 PSI 70.00 PSI .85 PSI 1.35 PSI 2.60 PSI 30.00 PSI 35.20 PSI 34.80 PSI E rmihrUPPORTS r{-fu&~¥5tir~UMP. MANUAL LINE FLUSHING VALVE TLSOV PLUMBED TO TUBING SECTION -NO SCALE D " I"-PVC SCHEDULE 40 Tech1iffleC:V TUBING AT 18" o.c. spacing AREA PERIMETER 0J AIR RELIEF VALVE -HIGHEST POINT PLUMBED TO PVC IN VALVE BOX PVC OR POLY EXHAUST HEADER --rs. I L -AUTOMATIC LINE FLUSHING VALVE PLUMBED TO PVC IN VALVE BOX 0 Tecijna® CV END FEED LAYOUT DETAIL -NO SCALE PVC MAINLINE REMOTE .CONTROL VALVE 1 FPT LOW VOLUME-LASER DRIP 3/4" DISC FILTER 3/4" PRV 45 PSI LF &Th'l:ET m:?1'/4M&k&@#l'lr¥1':fN4Y/ff POTAelE 6ERv1CE LIIE ----, 3.5 FEET <SEE il1FWv'S100 ~/ ra• HINtlJ1 l,£QJII® vE!<TICAL ilEPARAT~ RECYCLED 11!<\TER IRRIGATICW HAlt-l.111: 1111 51..EEVE J ~ ,ILJ. RECYCLED 11!<\lER IRl<IGATICN FA: All? 51.EEY!:5 SWLL ElE P\Jl,l'I.E All? Ll<llED lit, SFl:CFIED 1M, '5TAI\ID,ll,D 5FECFICATICll5 FOR PRIVATE l~TICll SYSTEMS' 'CA,"4.56,ID REaklAT~ l<lll5 All? i;£GtJ.ATICI-IS FOR CCWSTJ.OC11Cll C6 RECYCLED 1111\TER HAINS' OCTO!lER W 0 POTABLE MAINLINE CROSSING 51Dl:UlALK ---~ Cl.Ilse--~ r--T-HmR 60X llli ME1ER 2-4' POT A6LE SERVICE LINE ra• MjlMJ1 , • MNMJ1TOM..ue Hml£ ,omr -~ t-1:ClCLED WATER IFi!<IGATlct-l MAINLINE llli 51.EEYE NOTE: PVC OR POLY LATERAL LINE YERTICJIL CLEAR,l/U a' ra• HINIMlJ1 IS !"W,OATORl" ILi-ai CR055lt6 FATH a' A FOTASLE WATER LINE. IHST.6J..LATlct-l a' t-1:ClCLED WATER IF:RIGATlct-l MAINLINE 24' FRCl'I FACE a' 51DEUV>LJ< UIIL!. PROVIDE THE NECE55AR1' 10' flOR!"IZGl-lT .ill Cl.l:AAA1-tE Fi-l'.l1 FOTASLE MAINLINE IN STREET. 0 POTABLE SERVICE LINE CROSSING C D t!) BURIAL DEPTH (COVER): MAIN LINE AND CONTROL WIRES -18"; LATERAL LINES -12" © REMOTE CONTROL VALVE Q) RECTANGULAR VAL VE BOX I!) SCHEDULE 80 PVC UNIONS I[) MAINTAIN 3" CLEARANCE I[) COMPACTED BACKFILL © FINISH GRADE CONTROL VALVE ® ONE BRICK AT EACH VALVE BOX CORNER ® 2 CU. FT. MIN. PEA GRAVEL ® SCHEDULE 80 PVC NIPPLES, TYP, (\J) THREADED MAIN LINE FITTING @ IRRIGATION CONTROL WIRES ID LATERAL LINE d} WIRE EXPANSION COIL (15 WRAPS AROUND A 3/4" PIPE) MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS: 1. 30" FOR MAINLINE AND CONTROL WIRING ALONG SIDES OF PIPE IN SLEEVES UNDER VEHICULAR PAVING 2. 30" FOR LATERAL PIPE IN SLEEVES UNDER VEHICULAR PAVING 3. 18" FOR MAINLINE AND CONTROL WIRING ALONG SIDES OF PIPE IN SLEEVES UNDER PEDESTRIAN PAVING 4. 12" FOR LATERAL PIPE IN SLEEVES UNDER PEDESTRIAN PAVING 4"+ DIAMETER t OF PIPE t WARNING TAPE (TYP.) 1-0N TOP OF MAINLINE PIPE 1-12"ABOVE TOP OF MAINLINE (CONTINUOUS ALONG THE ROUTE OF THE MAINLINE) _FINISH GRADE ~~----------,,-4ml 1~111111 ~ t'--~~f=:.._ SEE SPEC. FOR BACKFILL TYPE ---t,,,-~-NON-PRESSURE LATERAL LINE 18" MIN. TRENCHING 2" MIN. TRACER WIRE CONTROLLER WIRE PRESSURE MAINLINE CD FINISH GRADE CD NOS 4" PERFDRA TED RIGID PIPE WITH 4• NOS GREEN DRAINAGE GRATE CAP FASTEN CAP WITH A MINIMUM OF (3) STAINLESS STEEL SCREWS Q) BUBBLER (SEE IRRIGATION LEGEND) INSTALL 1'" MINIMUM BELOW DRAIN GRATE 0 1 /2" MIPT X 1 /2" MIPT SCH. 8D NIPPLE (LENGTH AS REQUIRED) (2 REQUIRED) ® 1 /2" FIPT X 1 /2" FIPT SCH. 4D 9D DEGREE ELBOW ® IRRIGATION LATERAL LJNE (PER LEGEND AND SPECIFCA TIONS) 0 1 /2" FIPT X 1 /2" SLIP SCH. 40 FEMALE ADAPTER ® FILL PIPE 111TH 3/4" PEA GRAVEL DO NOT COVER BUBBLER NOZZLE NOTES· -ALL 15 GALLON TREES SHALL RECEIVE (1) ONE DEEP TUBE BUBBLER -ALL 24" BOX TREES AND LARGER SHALL RECEIVE (2) TWO DEEP TUBE BUB8LERS -ALL TREES ON SLOPES SHALL RECEIVE (1) ONE DEEP TUBE BUBBLER, INSTALLED ON UPHILL SIDE OF THE TREE -INSTALL FITER SOCK IN SANDY SOILS A DEEP TUBE BUBBLERS FOR TREE i @ i : .. i'i 1111 i 11111 B 6 NOlE: QUICK COUPLIER VALVES SHAll BE OF A TYPE APPROVED FDR RECYCLED WA lER USE. QUICK COUPLER CD QUICK COUPLING VALVE CD QUICK COUPLING KEY W/ S'lilVEL HOSE Ell TD MATCH QUICK COUPLING VALVE REO BRASS NIPPLE (LENGTH AS REQ'D.) 10" ROUND VALVE BOX -LETTERS QCV ON COVER 6" -12" FROM EDGE OF VALVE BOXES OR HARDSCAPE EDGE THREADED RED BRASS Ell 3/4" CRUSHED ROCK, 8" DEEP THREADED RED BRASS COUPLING PVC PRESSURE PIPE PVC SCH 40 COUPUNG (Sxl) UNDISTURBEO/COMPAClED SUBGRADE SEE SPECS. FDR DEPTH IRRIGATION LEGEND (EQUIPMENT) SYMBOL DESCRIPTION MANUFACTURER MODEL NUMBER / SPECIFICATIONS GPM DETAIL A-T 48 VALVE SEQUENCE • ~ •• 0 IS:] DEEP TUBE BUBBLER REMOTE CONTROL VALVE BALL VALVE QUICK COUPLER LASER DRIP LINE LOW FLOW AUTOMATIC VALVE SUB METER (ON-SITE) SCHEDULE 40 PVC PRESSURE CLASS 200 PVC LATERAL LINE SCHEDULE 40 PVC SLEEVES PRESSURE REGULATOR IRRIGATION NOTE: RAINBIRD RAINBIRD SPEARS NELSON NETAFIM NETAFIM NETAFIM LASCO LASCO LASCO WILKINS RAINBIRD 1300A-F, RECLAIMED WATER WARNING MARKING 1.00(F) G/L-5.0 PEB SERIES SEE PLAN FOR SIZES, RECLAIMED WATER 10 HANDLE C/L-5.0 PLASTIC BALL VALVE, 1 1/2" SIZE RECLAIMED WATER MARKING H/L-5.0 #7645 1" SIZE, RECLAIMED WATER MARKING, ACME THREAD B/L-5.0 TLDL6-1810 DRIPPERLINE, BURY 2" DEEP BELOW GRADE. PURPLE MARKING E/L-5.0 LVCZ10075-HF CONTROL ZONE KIT, RECLAIMED WATER ID HANDLE E/L-5.0 W-100-1.5RS-M 1 1/2" SIZE MECHANICAL METER, INSTALL IN CONTROL VALVE BOX PURPLE RECYCLED WARNING SEE PLAN FOR SIZE D/L-5.0 PURPLE RECYCLED WARNING SEE PLAN FOR SIZE D/L-5.0 PURPLE RECYCLED WARNING 2X 0.D. SLEEVED PIPE D/L-5.0 500 SERIES 1 1 /2" SIZE PRESSURE SET AT 70.0 PSI I/L-5.0 1. NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE SOURCE PENDING SUCCEFFUL COMPLETION OF CROSS CONNECTION TEST PERFORMED BY CMWD AND DEH. INDICATE THAT FINAL CONNCETIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEH. 2. FOR THE MAINLINE, PROVIDE TWO (2) LAYERS OF WARNING TAPE RUNNING CONTINUOUS ALONG THE ROUTE OF THE MAINLINE. ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF THE MAINLINE PIPE AND ONE 12" ABOVE THE TOP OF THE MAINLINE. Darsono Design Associates, Inc. 2" TITLE GPM (MAXIMUM) VALVE SIZE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 5 CITY OF CARLSBAD 8 PLANNING DIVISION SHEETS LANDSCAPE ARCHITECTURE PLANNING 5014 MOUNT LA PLATT A DRIVE SAN DIEGO, CA92117 PHONE (658) 541-2007 FAX (858) 541-2008 f-------sf-----------------t---+--+----lr-----i IRRIGATION LEGEND AND DETAILS FOR: CARLSBAD GAS / CAR WASH, INC. ACACIA HOI.DING COi.FAN'( DEVELOPERS NAME: ___________ _ 2509 PALOMAR AIRPORT ROAD CAIUIBAD, CAJ..JFOO-llA 92009 ADDRESS: f------t--------------t---t-----i----t--1 APPROVED j~-;" ---------------v,. 1 .• .,. . 17 f------+---------------t----t--+----t-----JPLANNING DATE TELEPHONE: _______ 1----------~----~---------, 1---------------------l------,l:--::Nl=-TIA-:--;L-+------------------t---:;0-:-,ATE=--t-::1N::clTI=A:-:-L-t----::D:-:-A=TE:-1r;l;-:Nl-:;;TIA::L--jDRWN BY: PROJECT NO. DRAWING NO. 1-------------------------------------J-----::=::------------------------------, DATE PLAN PREPARED:----------TION SDP 09 05 468 5P ENGINEER OF WORK REVISION DESCRIP OTHER APPROVAL CITY APPROVAL CHCKD BY: --F POTABLE MAINLINE / POTABLE SERVICE CROSSING BY: E MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (AB 1881) CALCULATIONS: 1. ESTIMATED TOTAL WATER USE CALCULATION: THE ESTIMATED TOTAL WATER USE IS CALCULATED USING THE FOLLOWING FORMULA. ETWU = [(ETo)(0.62)l(PFxHA/IE) + SLA] WHERE: ETo = REFERENCE EVAPOTRANSPIRATION (INCHES) 0.62 = CONVERSION FACTOR TO GALLONS PF = PLANT FACTOR FRO WUCOLS HA = HYDROZONE AREA (S.F.) IE = IRRIGATION EFFICIENCY PLANT FACTOR: PLANT WATER USE CALCULATIONS ARE BASED ON THE LIST IN WUCOLS Ill, THE AVERAGE PLANT FACTOR ARE AS FOLLOWS: LOW WATER USING PLANTS IS LESS THAN 0.20 MEDIUM WATER USING PLANTS IS 0.50 HIGH WATER USING PLANTS IS 0.80 2. DETERMINE THE WATER BUDGET: WATER BUDGET CALCULATION THE WATER BUDGET IS TO BE CALCULATED USING THE FOLLOWING FORMULA. WATER BUDGET = (ETo)(0.62)[(0.70)(LA) + (0.30)(SLA)] WHERE: ETo = EVAPOTRANSPIRATION (INCHES PER YEAR) 0.62 = CONVERSION FACTOR TO GALLONS 0.70 = EVAPOTRANSPIRATION ADJUSTMENT FACTOR LA = LANDSCAPE AREA (SQUARE FEET) SLA = SPECIAL LANDSCAPE AREA (SQUARE FEET). WATER BUDGET CALCULATION FOR THIS PROJECT: (57.0)(0.62)((0.70)(2,013 s.f.) + SLA = 49,795.59 GALLONS PER YEAR IRRIGATION METHOD AND EFFICIENCY BUBBLERS 0.85 FIXED SPRAY 0.55 DRIP 0.90 MICRO SPRAY 0.70 DRIP IRRIGATION 0.80 MP ROTATORS 0.75 PLANT WATER USE PLANT FACTOR LOW <0.10-0.20 MODERATE 0.30-0.70 HIGH 0.80 AND GREATER SPECIAL LANDSCAPE AREA 1.00 INFORMA llON TRACK: ROTATOR SPRAY 0.70 ROTORS 0.70 SPRAY HEADS 0.60 ALSO INCLUDES ARTIFICIAL TURF WATER FEATURE CONTROLLER HYDROZONE VALVE IRRIGATION PLANT HYDROZONE NO. NO. CIRCUIT METHOD FACTOR (PF) AREA (HA) CON TROLLER #A HZ#1(BUB) A1 L-DRIP .35 567 s.f. HZ#2(DRIP) A2 L-DRIP . 35 805 s.f . HZ#3(BUB) A3 BUBBLER .35 0 HZ#4(DRIP) A4 L-DRIP .35 641 s.f. TOTAL 2,013 s.f. ESllMA TED WATER USE CALCULATION (ETWU): [ETo)(0.62)l(PFxHA/IE) + SLA] 57.0 x .62 x 880.67 = 31,122.87 + SLA = 31,122.87 GALLONS PER YEAR FG PLANTING DEPTH: ALL PALM TREES SHALL BE PLANTED AT A DEPTH SUFFICIENT TO SUPPORT THE TREE W /0 THE USE OF GUY W1RES u,---r."';·· r·7'·· :-=;;.....0-r~~~~---i ,_'.:°: :·: :. :_ il1 ~if.E~~iti~J~g neE~E~~ W/ . · ,j[ _ ~~o~rt HOLE; INSTALL 2 PER I.a .... _,'--:--.-·~-.-.-.. ,-... -.,---': T ;;;(1. 12" ?-Wrrr~=cu, II TI= PALM TREE PLANTING % TOTAL PFxHA IE PFxHA/IE LANDSCAPE AREA 28.2% 198.45 .80 248.06 39.9% 281.75 .80 352.18 0.0% 0 .85 0.00 31.9% 224.35 .80 280.43 100.0% 880.67 RESULT IN GALLONS PER YEAR NDS SLOTED GRATE, PIPE SIZE 4' -~ ROOT BALL-~ INSTALL BREATI-IER TUBES ON ALL TREES PER TI-IE FOLLOWING SCHEDULE: 1 & 5 GAL NONE 15 GAL 1-4' 24' BOX 2-4' 36" BOX 4-4" 48' BOX 8-4" 12' BOX 12-4' & LARGER BREATHER TUBES ~-TREE ROOT BALL D TREE DRAINAGE CHIMNEY PLANT LIST/ LEGEND SYMBOL BOTANICAL NAME TREES: LAG HYB LAGEROSTROEMIA INDICA 'NATCHEZ' SYA ROM SYAGRUS ROMANZOFFIANUM SHRUBS: AGA AFR AGAPANTHUS AFRICANUS 'PETER PAN' CAL LJO CALLISTEMON 'LITTLE JOHN' DIE BIC DIETES BICOLOR FES GLA FESTUCA GLAUCA !RI DOU IRIS DOUG LASIANA LAN MON LANTANA MONTEVIDENSIS 'GOLD RUSH' PHO TEN PHORMIUM TENAX 'SUNDOWNER' RHA IND RHAPHIOLE PIS INDICA ENCHANTRESS' VINES: FIC REP FICUS REP ENS GROUNDCOVERS: [I) FRAGARIA CHILOENSIS TOTAL ETWU GALLONS PER YEAR 31,122.87 Darsono Design Associates, Inc. LANDSCAPE ARCHITECTURE PLANNING 5014 MOUNT LA PLATT A DRIVE SAN DIEGO, CA 92117 PHONE (858) 541-2007 FAX (858) 541-2008 t,.\\\\\\\\\\\\lllll//lJJ111111, &~~ ~API ~~a ~;Qii ~ iii '$, ii§ 0 ~ § ::j UAI'<:>' ,s ii! CUNNINGHAM !l: S R.LA. 2418 S i Exp. 7/31/14 / ~ l'f " ~~ .. "fl:!! ~ ~ '¾-q, 01 CA\S ,# '////fnlm,11111111111" xp1ration Dote:07/31/13 FINISH GRADE =~ DUCT TAPE OVER HOLES WITI-IIN 6" OF FINISH GRADE SOLID PERFORATED PVC DRAIN PIPE, SEE SCH. AT LEFT FOR SIZE AND NUMBER PER TREE DRAINGARD SOCK c---BACK FILL MIX, SEE SPECIFICATIONS --BREATI-IER TUBE TO EXTEND TO FULL DEPTI-1 OF PLANT PIT ---NATIVE SOIL AUGERED DRAINAGE CHIMNEY, LOCA TEO AT LOW POINT OF TREE PITS DRAIN ROCK 3/4' DIA. CRUSHED GRAVEL NOTE: A MINIMUM OF FOUR (4) TREE PITS SHALL BE TESlED FOR PERGOLA TION RA TE/DRAINAGE. COMMON NAME CRAPE MYRTLE QUEEN PALM DWARF LILY OF THE NILE DWARF BOTTLE BUSH FORTNIGHT LILY COMMON BLUE FESCUE DOUGLAS IRIS TRAILING LANTANA NEW ZEALAND FLAX INDIAN HAWTHORN CREEPING FIG ORNAMENTAL STRAWBERRY /1\ DATE INITIAL QUANTY 7 6 112 36 14 23 69 25 16 18 2 A 8 SIZE MINIMUM PLANTING PIT SIZING 1 GAL CONTAINER 12' DEEP x 18' DIAMETER 5 GAL CONTAINER 18" DEEP x 30' DIAMETER BARK MULCH AS SPEC'D 1" -2' FROM MAIN STEM J' DEPTI-1 WA TERI NG BASIN FINISH GRADE BACKFlLL ------+t :~ (· ~~-.---...-f------SHRUB ,,---SET TOP OF ROOTBALL 1' ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE ROOTBALL -;~==2 !:.'.;! .. 4 __ Jf:J....___ __ PLANTING TABLET ROUGHEN SIDES PLANTING BACKFILL & BOTTOM OF PIT (PUDDLE & SEffiE PRIOR TO SETTING SHRUB) SHRUB PLANTING NOTE: SET TREES 2" -3' ABOVE PREVAILING ,.---...._,,.--___________, '/!ND FINISH GRADE 2X V.,TH ROOT BALL TREE PLANTING /STAKING REMARKS GRAPHIC f PR VAIUNG 1 I -I I I I I I I I I \._ _ ______ J ~= GALVANIZED NAIL TYP. (4) TREE llES MIN. (2) Ill TOP OR STAKE. OTHERS WHERE NECESSARY TO SUPPORT TREE EE STAKE-ALL ST AKES CUT 6" BELOW ANOPY • HIGH WATER BASIN (DURING THE AINTENANCE PERIOD) ROOT BARRIER-ADJACENT TO HARDSCAPE 1 o' EA. SIDE CL WHEN V.,lHIN 1 o' TO HARDSCAPE EDGES/ STRUCTURES. PLANllNG BACKFILL ROUGHEN SIDES & BOTTOM PLANllNG BACKFILL BASE (PUDDLE & SEffiE PRIOR TO SETllNG TREE) 36"BOX(STANDARD) SPECIMEN 36"BOX( 1 O'BTH )2 4"BOX(7'BTH) 5 GALLON 5 GALLON 5 GALLON 1 GALLON 5 GALLON 5 GALLON 5 GALLON 5 GALLON 5 GALLON BLUE FLOWERS RED FLOWERS ----- ----- ----- ----- PINK FLOWERS ----- FROM FLATS 12" O.C. TRIANGULAR SPACING 0 0 (I) 0 0 e ~ .... APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF CARLSBAD I SH~ETS I PLANNING DIVISION PLANTING LEGEND AND DETA!Ul FOR: CARLSBAD GAS/ CAR WASH, INC. ACACIA HOLDING COMPANY 2509 PALOMAR AIRPORT ROAD CARLSBAD, CALIFORNIA 92009 I APPROVED: I 11:--f \ l:r-8 \..o' ,\-'1-1.::>-t'? PLANNING DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INlllAL CHKD BY: SOP 09-05 468-5P DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL RVWD BY: IRRIGATION SPECIFICATIONS: 1. ALL IRRIGATION MATERIALS AND PROCEDURES SHALL CONFORM TO THE Cl1Y CARLSBAD SPECIFICATIONS AND REQUIREMENTS. 2. IRRIGATION PLAN IS DIAGRAMATIC ONLY. CONTRACTOR IS RESPONSIBLE FOR BEING AWARE OF ALL EXISTING SITE CONDITIONS. 3. IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS TO PROVIDE AN EVEN COVERAGE AND TO KEEP SPRAY OFF OF THE WALKWAYS, WALLS, PARKING AREAS, STREETS AND DRIVES. 4. AS A MINIMUM, ALL IRRIGATION HEADS LOCATED ADJACENT TO OR WITHIN 1 O' OF WALKWAYS, PARKING AREAS, HEADER, STREETS AND DRIVES SHALL BE INSTALLED ON POP-UP BODIES. WHEN THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE OWNER/DEVELOPER'S AUTHORIZED REPRESENTATIVE OR THE LANDSCAPE ARCHITECT, SHALL PERFORM A TEST OF COVERAGE OF WATER AFFORDED THE PLANTING AREAS TO ENSURE THAT IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. 5. PRIOR TO BURYING IRRIGATION LINES: A) ALL MAINLINE IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 PSI FOR A PERIOD OF FOUR (4) HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN ITS PLACE. B) ALL LATERAL LINES SHALL BE PRESSURE TESTED AT DESIGN PRESSURE FOR ONE (1) HOUR. C) THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED BY THE OWNER OR THE LANDSCAPE ARCHITECT. 6. ALL PRESSURE MAINLINES SHALL BE BURIED EIGHTEEN (18) INCHES DEEP, AND ALL LATERAL LINES SHALL BE BURIED TWELVE (12) INCHES DEEP. DEPTH FOR BOTH MAINLINE AND LATERAL LINES, WHEN PASSING UNDER DRIVE AND PARKING AREAS, SHALL BE BURIED THIRTY (30) INCHES DEEP INSIDE SCHEDULE 40 SLEEVES TWICE THE DIAMETER OF THE SLEEVED LINE. METALIC BACKED LOCATING TAPE SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF THE SLEEVES, TWELVE (12) INCHES DIRECTLY ABOVE THE SLEEVE. TAPE SHALL BE MARKED "IRRIGATION" IN TWO (2) INCH CAPITAL LETTERS EVERY THREE (3) FEET ALONG THE TAPE. SLEEVES SHALL EXTEND A MINIMUM OF TWELVE ( 12) INCHES PAST THE EDGE OF THE PAVING. 7. MAIN LINES: ALL PIPING UNDER CONSTANT PRESSURE BETWEEN WATER METER AND OR SUPPLY SYSTEM AND CONTROL VALVES AS PER LOCAL CODE OR SHALL BE PVC SCHEDULE 40 OR CLASS 315 PVC UNLESS OTHERWISE SHOWN ON THE DRAWINGS, DETAILS, OR LEGEND. 8. LATERAL LINES: ALL PIPING UNDER INTERMITTENT PRESSURE, DOWN STREAM OR CONTROL VALVES SHALL BE RIGID PVC 1120, SDR 21 OR CLASS 200 PVC UNLESS OTHERWISE SHOWN ON THE DRAWINGS, DETAILS, OR LEGEND. 9. ALL PLASTIC FITTINGS SHALL BE RIGID POLYVINYL CHLORIDE, STANDARD WITH SCHEDULE 40 TYPE I AND 11. ALL RISERS AND NIPPLES SHALL BE REAMED SCHEDULE 80 PVC. 10. ALL WIRE SHALL BE ANG-UF DIRECT BURIAL TYPE, AND ALL CONNECTIONS SHALL BE MADE WITH 'PEN-TITE' CONNECTORS OR APPROVED EQUAL. SPLICES ARE NOT ACCEPTABLE. TWO (2) ADDITIONAL WIRES SHALL BE RUN FROM THE CONTROLLER/S TO THE LAST VALVE ON THE MAINLINE. AN ADDITIONAL TWO (2) WIRES SHALL BE RUN FOR EACH SPLIT IN THE MAINLINE. A TRACER WIRE SHALL BE RUN ALONG THE ENTIRE LENGTH OF THE MAINLINE. 11. ALL WIRE SHALL BE BUNDLED AND PLACED BENEATH THE MAINLINE AND TAPED AT INTERVALS OF TEN (10) FEET. ALL WIRE SHALL BE SLEEVED SEPARATELY WHEN PASSING UNDER PAVED AREAS. SLEEVES SHALL BE TWICE THE DIAMETER OF THE BUNDLED WIRE OR A MINIMUM OF FOUR ( 4) INCHES IN DIAMETER. 12. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH PVC SCHEDULE 40, A MINIMUM OF OF AUTOMATIC CONTROLLER TO BE MOUNTED ON GARAGE WALL WHERE INDICATED ON THE PLAN. A 120 VOLT 'J' BOX CONNECTION SHALL BE PROVIDED BY THE OWNER/DEVELOPER. CONTROL WIRES SHALL BE SLEEVED IN ELECTRICAL CONDUIT FROM THE CONTROLLER TO THE MAINLINE. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND DIRECTIONS. 13. ALL IRRIGATION LINES AND APPURTENANCES, WITH THE EXCEPTION OF IRRIGATION LATERALS AND HEADS PROVIDING IRRIGATION OF AREAS WITHIN THE PUBLIC RIGHT-OF-WAY, SHALL BE INSTALLED OUTSIDE THE PUBLIC RIGHT-OF-WAY. 14. CHECK VALVES SHALL BE INSTALLED AS NECESSARY TO PREVENT DRAINAGE OF THE VARIOUS LATERAL SYSTEMS FROM OCCURING AT THE HEADS OF LOWEST ELEVATION. NO MORE THAN TWELVE ( 12) FEET OF ELEVATION CHANGE SHALL SEPARATE CHECK VALVES. CHECK VALVES SHALL BE FIVE (5) PSI RATED. 15. AFTER ALL NEW IRRIGATION PIPING AND RISERS ARE IN PLACE AND CONNECTED AND ALL OTHER NECESSARY IRRIGATION WORK HAS BEEN COMPLETED, BUT PRIOR TO THE INSTALLATION OF IRRIGATION HEADS, REMOTE CONTROL VALVES SHALL BE OPENED AND FULL HEAD OF WATER USED TO FLUSH OUT THE ENTIRE SYSTEM. 16. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO THE WORK OF THIS SECTION ON A DAILY BASIS. 17. THE ENTIRE IRRIGATION SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR TO GIVE COMPLETE AND SATISFACTORY SERVICES AS TO MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF THE FINAL ACCEPTANCE OF THE WORK BY THE OWNER/DEVELOPER. 1 B. IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF THIRTY (30) DAYS AND SHALL WATER ON A DAILY BASIS. 19. PRIOR TO FINAL ACCEPTANCE OF WORK, CONTRACTOR SHALL PROVIDE A RECORD SET OF DRAWINGS (AS-BUILT$ PLANS) SHOWING THE IRRIGATION SYSTEM WORK: A) ALL CHANGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOWN ON THE RECORD DRAWINGS. B) VALVES NUMBERED AND CORRESPONDING NUMBERS SHALL BE SHOWN ON THE RECORD DRAWINGS. C) AUTOMATIC VALVES, BALL VALVES AND QUICK COUPLER VALVES SHALL BE LOCATED BY MEASURED DIMENSIONS. DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS IDENTIFIABLE ABOVE GRADE AND SHALL BE TO THE NEAREST ONE-HALF FOOT. D) ON THE INSIDE SURFACE OF THE COVER OF THE AUTOMATIC CONTROLLER/$, CONTRACTOR SHALL PREPARE AND MOUNT A CHART SHOWING THE VALVES AND IRRIGATION HEADS 20. SERVICED BY THE CONTROLLER/$. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE. THE CHART SHALL BE A PLOT PLAN SHOWING ALL HARDSCAPE IMPROVEMENTS TO INCLUDE WALKWAYS, PARKING AREAS, DRIVES AND STREETS. LEGIBLE IN ALL DETAIL, PLOT PLANS SHALL BE MADE TO A SIZE THAT WILL FIT INTO THE CONTROLLER/S COVER. PRINTS OF THIS PLAN SHALL BE HERMETICALLY SEALED BY PLASTIC AND THEN BE SECURED TO THE INSIDE COVER. 21. UPON COMPLETION AND RECEIPT OF FINAL WRITTEN APPROVAL, ALL MAINTENANCE MANUALS, GUARANTEES AND OPERATING INSTRUCTIONS FOR ALL IRRIGATION EQUIPMENT SHALL BE PROVIDED AS WELL AS THE FOLLOWING EQUIPMENT. A) TWO (2) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. B) TWO (2) QUICK COUPLER KEYS WITH GATE VALVE AND HOSE ELL ASSEMBLIES. C) TWO (2) KEYS FOR OPENING AND LOCKING THE AUTOMATIC CONTROLLER/$ AND THE CONTROLLER/$ ENCLOSURE. 22. 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. PLANTING SPECIFICATIONS: 1. ALL PLANTING MATERIALS AND PROCEDURES SHALL CONFORM TO THE CITY OF CARLSBAD SPECIFICATIONS AND REQUIREMENTS. 2. PRIOR TO PLANTING, THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL. 3. LANDSCAPE CONTRACTOR SHALL REMOVE ALL EXISTING VEGETATION, INCLUDING ALL SLOPE GROUND COVER NOT DESIGNATED TO REMAIN, TRASH, CLIPPINGS, ROCK AND OTHER DEBRIS FROM ALL PLANTING AREAS ON THE SITE AND DISPOSE OF IT AT AN APPROVED DISPOSAL AREA. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE PROTECTION AND CONTINUED MAINTENANCE OF ALL EXISTING VEGETATION DESIGNATED TO REMAIN, INCLUDING NECESSARY MODIFICATION AND MAINTENANCE OF THE EXISTING IRRIGATION SYSTEM. 4. LANDSCAPE CONTRACTOR SHALL RAKE AND FINE GRADE ALL AREAS TO BE PLANTED PRIOR TO THE COMMENCEMENT OF PLANTING OPERATIONS. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE FINISH GRADING OF THE SITE. SITE SHALL BE RECEIVED AT PLUS OR MINUS ONE (1) INCH WITH THE EXCEPTION OF LANDSCAPE MOUNDS AND THOSE FEW AREAS MODIFIED ON THE LANDSCAPE GRADING/DRAINAGE PLAN. LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE OWNER/DEVELOPER'S SUPERINTENDENT AND LANDSCAPE ARCHITECT REGARDING FINAL APPROVAL OF GRADES. EVERY EFFORT SHOULD BE MADE TO CONSTRUCT LANDSCAPE MOUNDS FROM ON-SITE SOIL SO THAT IMPORTATION OF SOIL IS UNNECESSARY. IF IMPORTATION OF ADDITIONAL SOIL FOR PLANT- ING AREAS IS NECESSARY, IMPORTED SOIL IS TO BE CLASS 'A' TOPSOIL. A SAMPLE SHALL BE PRESENTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL. 5. ALL NEW PLANTING AREAS AND SLOPES ARE TO BE WATERED FOR FIFTEEN (15) DAYS PRIOR TO HERBICIDE APPLICATION. "ROUND-UP" HERBICIDE TO BE SPRAYED ON WEEDS PER MANUFACTURER'S DIRECTIONS. REPEAT APPLICATIONS MAY BE NECESSARY DEPENDING UPON WEED GROWTH. PLANTING TO COMENCE TWELVE (12) DAYS AFTER LAST APPLICATION. 6. ALL PLANTING AREAS SHALL BE SCARIFIED (RIPPED) TO A DEPTH OF SIX (6) INCHES BELOW GRADE IN TWO (2) DIRECTIONS. ALL FURTHER DEBRIS AND NEWLY REVEALED ROCKS LARGER THAN TWO (2) INCHES IN DIAMETER SHALL BE REMOVED FROM THE SITE. 7. ALL PLANTING AREAS NOT EXCEEDING 3:1 SLOPE SHALL RECEIVE THE FOLLOWING AMENDMENTS PER 1000 SQ. FT. AND SHALL BE THOROUGHLY CULTIVATED IN TWO (2) DIRECTIONS INTO THE TOP SIX (6) INCHES OF SOIL. A) 3 CU. YARD OF NITROGEN STABILIZED WOOD SHAVINGS. B) 200 LBS. AGRICULTURAL GYPSUM PRIOR TO THE INCORPORATION OF FERTILIZER, ALL PLANTING AREAS ARE TO BE THOROUGHLY WATERED IN A MANNER THAT WILL PASS A MINIMUM OF TWELVE {12) INCHES OF WATER THROUGH THE SURFACE SOIL ZONE. THIS PROCEDURE IS CALLED LEACHING AND ONLY WHEN COMPLETED AND SOLUABLE SALTS ARE ADEQUATELY LOW SHALL THE FOLLOWING FERTILIZER BE APPLIED PER 1000 SQ. FT. AND BE THOROUGHLY CULTIVATED INTO THE TOP EIGHT (8) INCHES OF SOIL. A) 25 LBS. PRO-GREEN 4-16-16 8. FOR EACH CUBIC YARD OF BACKFILL CONSISTING OF 60% ON SITE SOIL AND 40% BACKFILL MIX. NITROGEN STABILIZED WOOD SHAVINGS, THE FOLLOWING AMENDMENTS SH ALL BE INCORPORATED: A) 1 LB. AGRIFORM SLOW RELEASE FERTILIZER 12-12-12 B) 2 LBS. IRON SULFATE C) 1 LB. SOIL SULPHUR 8) ARE SPECIFIED NOTE: THE ABOVE SOIL AMENDMENTS IN ITEMS SEVEN (7) AND EIGHT ( FOR BIDDING PURPOSES ONLY. A MINIMUM OF TWO (2) SOIL SAMPLES VARIOUS POINTS IN THE PLANTING AREAS AND ANALYZED AT BUTLER'S M APPROVED SOIL TESTING LABORATORY. A REPORT OF THEIR FINDINGS, T RECOMMENDATIONS FOR TREE AND SHRUB BACKFILL, TURF AND GROUND BROADCAST AMENDMENT RECOMMENDATIONS FOR ALL SLOPE AREAS SHAL LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. D) PLANTING TABLETS 20-10-5 2-21 GRAM TABLETS PER 1 GALLON CONTAINER 3-21 GRAM TABLETS PER 5 GALLON CONTAINER 4-21 GRAM TABLETS PER 15 GALLON CONTAINER 1-21 GRAM TABLET PER 4" OF BOX SIZE Darsono Design Associates, Inc. LANDSCAPE ARCHITECTURE PLANNING 5014 MOUNT LA PLATT A DRIVE SAN DJ EGO, CA 92117 PHONE (85B) 541-2007 FAX (856) 541-2008 SHALL BE TAKEN FROM ILLS AND OR ANOTHER 0 INCLUDE AMENDMENT COVER AREAS, AS WELL AS L BE PROVIDED TO THE ,i1111111111111111111111111, ~~~, w,,% t;ni ~ ~ ~ ti ~ ~...:;: ;;:; :-.. CUNNINGHAM l ~ R.L.A. 241B ~ "' II ;,, \ Exp. 7 31 14 ;,, '¾<!}. ·If· "(€~ ~i Of CA~' ~#'<' 7q11111~1111u11111111111~ :i<pirotion Dote: 07 [31 L! 4 DATE INITIAL DESIGNER OF WORK 9. ALL TREES SHALL BE PLANTED OUTSIDE THE PUBLIC RIGHT-OF-WAY UNDER THE FOLLOWING CONDITIONS: A) 1 o· -o" AWAY FROM TRAFFIC SIGNS (STOP SIGNS) B) 5' -0" AWAY FROM UNDERGOUND UTILITY LINES C) 1 o· -o" AWAY FROM ABOVE GROUND UTILITY STRUCTURES D) 1 Q' -0" AWAY FROM DRIVEWAYS (ENTRIES) E) 25' -0" AWAY FROM INTERSECTIONS (INTERSECTING CURB LINES OF TWO STREETS) 10. SHOULD IT BE NECESSARY TO PLANT WITHIN 1 o' -o" OF HARDSCAPE, WALLS AND/OR STRUCTURES, A ROOT CONTROL BARRIER, "BIO-BARRIER" SHALL BE UTILIZED. BARRIER SHALL EXTEND ALONG THE EDGE OF THE HARDSCAPE, WALL AND/OR STRUCTURE BEING PROTECTED TO THE EXTENT OF THE MATURE DRIP LINE OF THE TREE (MINIMUM 20' -0"). 11. PLANT PITS SHALL BE SQUARE AND TWO (2) TIMES GREATER IN DIAMETER THAN THE PLANT CONTAINER AND AT LEAST TWELVE (12) INCHES BELOW THE BOTTOM OF THE CONTAINER. 12. ALL PLANTING AREAS RECEIVING GROUND COVER SHALL RECEIVE THREE (3) INCHES OF SHREDDED BARK MULCH. IN ADDITION TO THE BARK MULCH, ALL NON-TURF PLANTIING AREAS EXCEED ING A SLOPE OF 3: 1 SHALL RECEIVE JUTE MATTING. 13. ALL STANDARD TREES SHALL BE DOUBLED STAKED AS PER DETAIL. ALL MULTI-TRUNK TREES SHALL BE GUYED. 14. PLANT COUNTS ARE FOR THE CONVENIENCE OF LANDSCAPE CONTRACTORS ONLY. LANDSCAPE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL NECESSARY PLANT MATERIAL TO FULFILL THE DESIGN INTENT OF THESE DRAWINGS. 15. TWENTY FOUR (24) HOURS PRIOR TO PLANTING, CONTRACTOR SHALL CONTACT OWNER/LANDSCAPE ARCHITECT TO APPROVE ALL PLANT MATERIAL AND ITS INTENDED LOCATION ON SITE. PHOTOGRAPHS ARE REQUIRED FOR ALL 24" BOX OR LARGER TREES. 16. THE LANDSCAPE CONTRACTOR SHALL LEAVE THE SITE IN A CLEAN CONDITION REMOVING ALL USED MATERIALS, TRASH, AND TOOLS ON A DAILY BASIS. 17. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTING AREAS FOR A PERIOD OF THIRTY (30) DAYS, GUARANTEE ALL SHRUBS FOR NINETY (90) DAYS AND ALL TREES FOR ONE (1) YEAR. GUARANTEE PERIOD FOR ALL TREES AND SHRUBS SHALL COMMENCE UPON WRITTEN APPROVAL OF THE OWNER AT THE END OF THE MAINTENANCE PERIOD OR EXTENSION THEREOF. 18. LANDSCAPE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS OR REPLACEMENT OF MATERIALS MADE NECESSARY THROUGH THE ACTION OR NEGLIGENCE OF HIS CREW. 19. UPON COMPLETION OF ALL WORK OUTLINED IN THESE PLANS, THE LANDSCAPE CONTRACTOR SHALL CONTACT THE OWNER/LANDSCAPE ARCHITECT AND ARRANGE FOR A WALK THROUGH TO DETERMINE THAT ALL ASPECTS OF WORK ARE COMPLETED. WORK MUST BE FULLY COMPLETED ACCORDING TO ALL PLANS AND SPECIFICATIONS AND MUST BE COMPLETED IN A GOOD WORKMANSHIP LIKE MANNER AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO THE COMMENCEMENT OF THE MAINTENANCE PERIOD. 20. THE MAINTENANCE PERIOD SHALL INCLUDE AS A MINIMUM THE FOLLOWING SCOPE OF WORK: A) DAILY WATERING OF ALL PLANT MATERIAL B) WEEDING AND REMOVAL OF ANY WEEDS FROM PLANTING AREAS C) REPLACEMENT OF ANY DEAD OR DYING OR DAMAGED TREES AND/OR SHRUBS AND GROUND COVER. D) FILLING AND REPLANTING OF ANY LOW AREAS WHICH MAY CAUSE STANDING WATER. E) FILLING AND RECOMPACTION OF ERODED AREAS. F) MINIMUM WEEKLY MOWING OF TURF AREAS G) WEEKLY REMOVAL OF ALL TRASH, LITTER, CLIPPINGS, AND ALL OTHER FOREIGN DEBRIS AT AN APPROVED DISPOSAL SITE. H) AT THIRTY (30) DAYS AFTER THE START OF MAINTENANCE, TOP DRESS ALL PLANTING AREAS AND APPLY FERTILIZER (16-6-8) AT A RATE OF 6 LBS. PER 1000 SQ. FT. SITE SHALL BE WATERED IMMEDIATELY FOLLOWING FERTILIZER APPLICATION. ADDITIONAL SHREDDED BARK MULCH SHALL BE APPLIED TO MAINTAIN, AS A MINIMUM, FOUR (4) INCHES OF COVER AND/OR TWO (2) INCHES OF COVER IN GROUND COVER AREAS. APPROVED FOR /RR/GA TION AND PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE /1\ I SH~ET I CITY OF CARLSBAD I SH~ETS I PLANNING DIVISION IRRIGATION AND PLANTING SPECIFICATIONS FOR:: CARLSBAD GAS/ CAR WASH, INC. ACACIA HOLDING COt.f'ANY 2509 PALOMAR AIRPORT ROAD CARLSBAD, CALFORNIA 92009 I APPROVED: j-t;J 1 &-a L;tt-I "1-~~ -I~ • PLANNING OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: SOP 09-05 REVISION DESCRIPTION OTiiER APPROVAL CITY APPROVAL RVWD BY: 468-5P -- 1 1 I Q I Q -- / / 1 ~ I ! ~ I \ ~I I i ~ l' ,i· I : I I I I I I I I I I I I I I I I I I I \ I \ • I I II I II II ' I I I I I Em 274.73TC 274.23FS 22 1lll-C:: I I I / 276.55TC / 276.22FS 276.00FS I rr _-_-_-_-_-_______ ------------· __ -_-_-_-_-_ ---:..;;-_ ,7 II 11 11 12,000 GAL. PREl~IUM + 11 II . II II® II 11-®" II o o o o ([JI II O I\ ii 10,000 GAL. DIESEL :: :: 275.54fS 275.92FS jj ----------------------------------------------- RIBBON GUTTER 275.86FS / 274.70TG 270.?0IE 21 20 19 275.86FS / ~ 276.12TC 275.62FS 276.13TC 275.63FS 275.BJTC ~75.3~FS 0 0 0 0 A 276,72TC 276.22FS Darsono Design Associates, Inc. LANDSCAPE ARCHITECTURE PLANNING 5014 MOUNT LA PL.ATTA DRIVE SAN DIEGO, CA 92117 PHONE (85B) 541-2007 FAX (858) 541-2008 --, bc+-c-al / / ', \ --· L 275.90Fl .. ~ 7 276.JOFS FFE 276.80 PAD 276.15 276.63TC 276.JOFS 276.JOFS ------ 276.BOFS 6" CURB _J UJ z z :::> 1- ::c I .~f:'===='19'w"= __ ~-~-~~=°l5T:'rFTr-~ FF=F=iJ:::::;::j-l, c=i C c::J '' ' ~ v'·"' 76.72TC 2 6'22FS \ \ DEVELOPERS NAME: ___________ _ ADDRESS: 277.45FL HP r IMIT OF /i ROTECTIO Colored Recycled Water Plan RECYCLED IRRIGATION AREAS: TITLE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILT" DATE REVIEWED BY: 15 SCALE 1 "= 1 0'-0" NORTH INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 8 CITY OF CARLSBAD a PLANNING DIVISION SHEETS 1------+----------------+---t----1---t----1 COLORED IRRIGATION PLAN FOR:: CARLSBAD GAS / CAR WASH, INC. ACACIA HOLDING <Xlt-/PANf 2509 PALOMAR AlFf'ORT ROAD CAAL.8BAD, CAI..JFOANIA 92009 ----------------1-------+------------------1----+---+---+-----<APPROVED TELEPHONE: 1-------+------------------1----+---+---1----<PLANNING DATE PLAN PREPARED: __________ _ BY: INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA TE INITIAL INITIAL DRWN BY: OTHER APPROVAL CITY APPROVAL CHCKD BY: PROJECT NO. SDP 09-05 -r-10.1~ DATE DRAWING NO. 468-5P