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HomeMy WebLinkAboutDWG 550-5L; LPC 2024-0023; PARKING STALL ADJUSTMENT LOT 75; 01-35J 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 ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAIN LINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M . THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. TO 6:00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTI ON, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11 . IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GU IDELI NES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL IRRIGATION 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 THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LIN ES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. 21 . WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS 'oF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER IN CASE OF EMERGENCY CONTACT DARCY NOVE AT 9 9 4 -545-0588 OR AFTER HOURS CONTACT DARCY NOVE AT 949-545-0588 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS 23. CALL OUT ON THE PLANS IF 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. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL IRRIGATION BACKFLOW PREVENTER$ SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND BY CALLING 26. THE LANDSCAPE CONTRACTOR MUST REACH OUT TO THE CMWD CROSS CONNECTION DEPARTMETN PRIOR TO ANY WORK AND CONFIRM THE INSPECTION PROCEDURES BEFORE STARTING ANY WORK 442339-2722 .DIGA ~RT ------"" .. -"' -,. ,. "' -"' "' " "' "" , .. DIAL TOLL FREE I, I 1-800-422-41 33 ~ AT LEAST TWO DAYS BEFORE YOU DIG - UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ROO T BARRIER NO TE: All TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 1 O' LENGTH OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. 2023-HA042-003 LANDSCAPE ARCHITECTURAL PLANS FOR: SHEET T ITLE SHEET NUMBER TITLE SHEET 1 PARKING STALL ADJUSTMENT LOT 75 IRRIGATION NOTES & PROJECT MAP 2 IRRIGATION DEMOLITION PLAN 3,4 IRRIGATION PLANS 5,6 5801 VAN ALLEN WAY , CARLSBAD CA 92008 IRRIGATION LEGEND • 7 IRRIGATION CALCS 8 IRRIGATION NOTES 9,10 WATER EFFICIENT LANDSCAPE DECLARATION: SIGNED PHONE NO. 619 398 3813 REGISTRATION NO: 5848 EXPIRATION DATE 12/25 SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER USE A. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. B. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP TH E TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS AND STREETS AND SIDEWALKS ' D. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS 1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IM PRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VAL VE COVER WITH EXISTING VAL VE COVER BOLT. - 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. G. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED 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 THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. BLACK LOGO BLACK LE TTERS DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND 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 HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS CONCEPTP APPROVAi STANTIAL CONFORMANCE WITH THE APPROVED LANSCAPE N, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF BY: SIGNED FIRM NAME & ADDRESS: HED DESIGN 350 CAMINO DE LA REINA SUITE 510 SAN DIEGO CA 92108 PHONE NO. 619 398 3813 REGISTRATION NO: 5848 EXPIRATION DATE 12/25 SPECIAL NOTES PAJE· eit.,;'!:/ ~ A. A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTION OF THESE PLANS REQU IRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPING AND IRRIGATION ONLY B. IRRIGATION AS-BUILT PLANS ARE REQUIRED TO BE SUBMITTED TO THE CITY AND SHALL BE PREPARED AS REQUIRED BY THE ENGINEERING AND PLANNING DIVISIONS. THE FINAL PLANS SHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM THE DIMENSIONS PROVIDED BY THE CONTRACTOR. FINAL AS BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND FINAL AS-BUILT PLANS WILL BE REQU IRED TO BE REVIEWED AND APPROVED BY THE CITY PRIOR TO RELEASE OF SECURITIES C. CONNECTION BACK TO RECYCLED WATER CANNOT OCCUR UNTIL ALL REQUIRED INSPECTIONS AND CROSS CONNECTION TESTS HAVE BEEN COMPLETED AND APPROVED BY CARLSBAD WATER DISTRICT AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH & QUALITY. D. THIS PROJECT IS EXISTING AS RECYCLED WATER AND WILL REQUIRE A HI LINE CONNECTION TO POTABLE WATER AT A FIRE HYDRANT FOR THE DURATION OF THE CONSTRUCTION AND CONNECTED BACK TO RECYCLED WATER AFTER COMPLETION OF IRRIGATION SYSTEM WORK. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH . E. PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF ALL OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL BE COMPLETED AND VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDITION PER CMWD STANDARDS AND REGULATIONS AND DEHQ REGULATIONS IRRIGATION COORDINATION AND SCHEDULING CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IN ADVANCE FOR THE FOLLOWING OBSERVATION MEETINGS, ACCORDING TO THE TIME INDICATED, AND SHALL PROVIDE DOCUMENTATION TO OWNER'S REPRESENTATIVE THAT THE FOLLOWING MEETINGS OCCURRED AND THEIR OUTCOME. 1. PRE-JOB CONFERENCE -7 DAYS. 2. SLEEVE INSPECTION -48 HOURS. 3. PRESSURE SUPPLY LINE INSTALLATION AND TESTING -48 HOURS. 4. AUTOMATIC CONTROLLER INSTALLATION -48 HOURS. 5. CONTROL WIRE INSTALLATION 48 HOURS. 6. LATERAL LINE AND SPRINKLER INSTALLATION · 48 HOURS. 7. FLUSHING OF LINES -48 HOURS. 8. COVERAGE TEST (PRIOR TO ANY PLANTING INSTALLATION)-48 HOURS. 9. FINAL INSPECTION -7 DAYS. INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR THE LANDSCAPE ARCHITECT OF WORK'S DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTAL$. FOLLOWING r r.PURPLE BACKROUN~" 36., / r-In Order to Conserve Water ... COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL I I (N T.S.) / RECYCLED CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE ,, I / WATER "FINAL LANDSCAPE CERTIFICATION FORM". EMAIL THE FORM TO ~ GLEN@TRIB-LA.COM WARNING RECYCLED WATER IN USE 00 NOT DRINK ~ ~ DO NOT ~~ _ ' NO TOME TO MAKE A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY, CALL -vi (X) g; RECYCLED WATER \,.,, ,-: -I-(760) 434-9300. :i. ~ DRINK 1 -EL AGUA \..-~ : ~ HANDS AFTER CONTACTING \. '.=_ LAVE US MAN~S OESPUES OE USAR WASH HANDS AFTER CONTACTING \_2 .. LAVESE SUS MANOS OESPUES OE USAR 1" BLACK LE TTERS -~ 12" X 36" SIZE BLACK LETTERS .032 ALUMINUM, .060 ABS PLASTIC 18" X 18" SIZE OR STICK-ON VINYL SIGNS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL S IG NS NOTE PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF ALL OTHER RECYCLED I-IED /(\ WATER IRRIGATION SYSTEM COMPONENTS SHALL BE COMPLETED AND VERIFIED THAT THEY ARE IN \.~!IOSCAP, ~ _,<,,<>~-1-v,t:BC -<-9, ~ ADEQUATE WORKING CONDITION PER CMWD STANDARDS AND REGULATIONS AND DEHQ REGULATIONS " + I ,., ..,.~ '... l•A 1 ,....., "°'() ~ ., i ,; CARLSBAD MUNICIPAL WATER DISTRICT 350 Camino De La Reina DEVELOPERS NAME: Harbor Associates Suite 510 1' SignotuA * San Diego, CA 92108 Ren Oote 12131125 ~ ADDRESS: 200 Pine Avenue 619-398-3800 f-z, ·Z Suite 630 .!',>, ot • l'" "I)'. -, • ./ Long Beach, CA <c,-C1'l1~ 562-436-6688 WWW.HED.DESIGN DATE PLAN PREPARED: November 7, 2024 DATE IN111AL mlratlon Date:!Z,:'.;l!a~ DISTRICT ENGINEER DATE ©2022 BY: HED Design DESIGNER OF WORK IRRIGATION DETAILS 11, 12, 13, 14 HYDROZONE MAP 15 IRRIGATION SPECS 16,17,18 LANDSCAPE GENERAL NOTES 19,20 EXISTING PLANTING PLAN 21 ,22,23 HARDSCAPE REF. PLANS & LEGENDS 24,25 PLANTING PLANS 26,27 PLANTING NOTES 28 PLANTING DETAILS 29,30 . - PLANTING SPECIFICATIONS 31 ,32,33,34,35 TOTAL NUMBER OF SHEETS 35 RECYCLED WATER INSPECTION PROCEDURES 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTICALLY). B. PIPE IDENTIFICATION. C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. SIGNAGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. C. TAGGING OF VALVES. D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. VICINITY MAP I/ V, l" APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALlH N LANO AND WATER QUALITY DIVISION CD SCALE: NOT TO SCALE ENVIRONMENTAL HEALlH SPECIALIST DATE II AS BUILT" RCE EXP. DATE 11/14/24 JA City Submittal REVIE\JED BY• 04/07/25 JA City Submittal 05/22/25 JA City Submittal INSPECTOR DATE I SH1T II CIT Y OF CARLSBAD PLANNING DIVISION PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: PARKI NG STA LL A DJU STMENT LO T 75 • RECYCLED IRRIGATION TITLE SHEET APPROVED; IA /k,,,,, ~: ·, 'f tf-:{l_[z~ PLANNING V OWN BY: J8 I L~~g~~~0~~:3 I DRAWING NO. DATE "'lllAL DATE IN111AL REVISION DESCRIPTION CHKD BY: MH OTHER N'PROVAL CllY APPROVAL RVWD BY: DEV2024-00125 550-SL I SHEET 1 Of ~SHEETS DEPARTMENT OF ENVIRON MENTAL HEALTH RECYCLED WATER NOTES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MINICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 1. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 2. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 3. HOSE BIBS ARE STRICTLY PROHIBITED. 4. CROSS-CONNECTIONS BETWEEN RECYCLED WATERLINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 5. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 6. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS. 7. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 PM TO 6:00 AM THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM. 8. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 9. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 10. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 11. 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. 12. 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 HEALTH AND SAFETY CODE. 13. ALL IRRIGATION PIPES, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 14. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND /OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 15. CONSTANT PRESSURE RECYCLED WATERLINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATERLINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 16. 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 CARLSBAD MUNICIPAL WATER DISTRICT'S RULES ANO REGULATIONS. 17. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ANO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH PRIOR TO ANY USE OF RECYCLED WATER. 18. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT, DESIGNATED CONSULTANT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 19. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK• SIGNS SHALL BE CALLED OUT ON THE PLANS. 20. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM, COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. IN CASE OF EMERGENCY, CONTACT DARCYNOVE AT 949-545-0588 NAME PHONE NO. OR AFTER HOURS, CONTACT DARCYNOVE AT 949-545-0588 NAME PHONE NO. 21. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 22. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS ANO/OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 23. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE RECYCLED WA TER CONN ECTIO N NOTE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, ANO IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL IRRIGATION BACKFLOW PREVENTER$ 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 HARO COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT: HTTP://WWW.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WATER/DOCUMENTS/RECYCLED WATERBACKLLOWTESLERLIST.POF FOR RECYCLED OR HTTP://WWW.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WALER/DOCUMENLS/WALER BACKFLOWLESTERLIST.PDF FOR POTABLE OR CALL 442 339 2722. 26. WHEN A CROSS CONNECTION SHUTDOWN TEST IS REQUIRED, CONTRACTOR SHALL FOLLOW THE SHUTDOWN TEST METHODOLOGY OF "METHOD 1" PER THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH'S RECYCLED WATER MANUAL. GUIDELINES FOR RECYCLED WATER USE THE FOLLOWING GUIDELINES ARE INTENDED TO PROVIDE THE BASIC PARAMETERS FOR THE USE OF RECLAIMED WATER IN LANDSCAPE IRRIGATION. TO OPERATE YOUR SYSTEM IN COMPLIANCE WITH THESE GUIDELINES YOU MUST: 1. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 600 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUNOFF POOLING ANO PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY INTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL CLOCKS, PRIVATE PATIOS, STREETS AND SIDEWALKS. 4. MONITOR ANO 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. 5. EDUCATE ALL MAINTENANCE PERSONNEL, ON A CONTINUOUS BASIS, OF THE PRESENCE OF RECLAIMED WATER, AND THE FACT THAT IT IS NOT APPROVED FOR DRINKING PURPOSES. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THAT TH IS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL FOR ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY ON- SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE ANO DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. FAILURE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES PUTS YOUR SYSTEM IN VIOLATION OF THE DISTRICT'S RULES AND REGULATIONS AND WILL RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. ffil EXISTING P.O.C. NOTE: POINT OF CONNECTION IS AN EXISTING 1" RECYCLED WATER IRRIGATION METER WITH A 1.5" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. EXISTING RECYCLED WATER METER INFORMATION ADDRESS: 2875 POINSETTIA LANE , CARLSBAD, CA 92009 METER SIZE STATIC PRESSURE SYSTEM DESIGN PRESSURE MAXIMUM SYSTEM DEMAND (WITHIN LIMIT OF WORK) SERIAL NUMBER METER STATION NUMBER METER TYPE REVISED IRRIGATED AREA WATER PURVEYOR: CITY OF CARLSBAD PH.# (619) 515 3500 EXISTING 1" FI ELD VERIFY 120 PSI 80 PSI. 16GPM STA. 3+44.23 EXISTING RECYCLED WATER 5,610 SF PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF All OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL .DIG~RT BE COMPLETED AND VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDITION PER CMWD STANDARDS AND REGULATIONS AND DEHQ REGULATIONS RECYCLED WATER COLOR N OTES: -------~ \ -,.,;: --D;~ TOLL FREE RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND IRRIGATION COMPONENTS SHALL BE PURPLE IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS I~ 1 -800-422-4133 V ~ AT I.EAST TWO DAYS ' BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HAR0SCAPE ELEMENT, BUILOING, FIRE HY0RANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 1 O' LENGTH OF 24" 0EEP ROOT BARRIER. NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL . n ---- -• - s ' 3 ' / N s~~.::cLE D WATER PROJ ECT MAP IRRIGATION SCOPE OF WORK DISCONNECT EXISTING RECYCLED WATER IRRIGATION MAINLINE FROM METER AND FLUSH ENTIRE SYSTEM, CONNECT A HIGHLINE PER PLAN AND DETAIL TO EXISTING FIRE HYDRANT AND THEN CONNECT TO EXISTING IRRIGATION FOR THE PERIOD OF CONSTRUCTION UNTIL APPROVED TO RECONNECT TO THE EXISTING RECYCLED WATER METER DEMO ALL EXISTING IRRIGATION LATERAL AND DRIP AND BUBBLER$ THAT ARE WITHIN FIVE FEET FROM NEW PARKING SPOT LOCATIONS. RE INSTALLED NEW IRRIGATION SUCH AS BUT NOT LIMITED TO DRIP LINES, LATERALS AND BUBBLERS AS NECESSARY TO PROVIDE ADEQUATE IRRIGATION COVERAGE FOR THE RECONFIGURED PLANTING AREAS. l~ED ►~OSCAPt \, .. ~ r-,"-c:,,12',/. \<t:B£,1>:~S. C'1, 0 ~ o>'SI". ✓,.>, ~ "· , '<, 350 Camino De La Reina ~ V ... .. Suite 510 ii Sigfloture * San Diego, CA 92108 R~n Dote 12.131/25 ' 619-398-3800 Sf. ote os.110.12!/4. -<rt-OF-CAI-'(~ WWW.HED.DESIGN DATE INITIAL i:-vn1rot1on Dot«!Zll! iW DESIGNER OF Y«lRI< 2023-HA042-003 ©2022 -W - -_, -- . --«W--R!N • PBF \! >r) (F~ * © ~ @ . □ A\ I -M --::::: t----.... M Ir (/) PROJECT MAP LEGEND (EXISTING) OFF SITE RECYCLED WATER SERVICE LINE (EXISTING) OFF SITE WATER SERVICE LINE (EXISTING) OFF SITE FIRE SERVICE WATER LINE (EXISTING) RECYCLED WATER IRRIGATION MAINLINE (EXISTING) RECYCLED WATER METER (EXISTING) RECYCLED WATER BACKFLOW (EXISTING) POTABLE WATER METER (EXISTING) POTABLE WATER BACKFLOW (EXISTING) FIRE HYDRANT (EXISTING) "DO NOT DRINK" RECYCLED WATER SIGN LOCATIONS (EXISTING) RECYCLED IRRIGATION CONTROLLER SYMBOL REPRESENTS AREA OF EXISTING RECYCLED WATER AND POTABLE WATER LINES CROSS OVER (EXISTING) TEST STATION AREA OF RECYCLED WATER USE 11/14/24 JA 04/07/25 JA 05/22/25 JA DATE INITIAL REVISION DESCRIPTION OlHER N'PROVM.. : M- . 7 ( - EXIS TING TEST STATION ~ ~ -FIRE DETECTOR CHECK ---------,. -- I L--- 0 40 80 120 ~---- SCALE: 1 "= 40' -0" APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECIS E LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP, DATE City Submittal REVIEIJED BY• City Submittal City Submittal INSPECTOR DATE I SH2ET 11 CITY OF CARLS BAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PA RKING STALL ADJUSTM ENT LOT 75 RECYCLED IRRIGATION NOTES & PROJECT MAP I APPROVED: PLANNING ~k~ 1ltfi{t, I OWN BY: JA I Lt~~~~<i!o~~:3 I DRAWING NO. DATE INITIAL CHKD BY: MH CITY APPROVAL RVWD BY: DEV2024-00125 550-SL SHEET 2 Of ASHEETS N d ...... RCW - I ii - 0 0 - 0 .;- N "' - CONC FO J ,,,,,,,.- ASPrl - -~ A "' ~ I) Q V) r. - \ \ \ \ J ~\ tu (/) -~'(,' r.. I J - ~ ~ 7 -=-- -~ .....__ "' ,--....._ ------1'~ ~ , t I 0 0 0 0 0 ------------------------__ ,-- • • r:= __ ..,_.., __ 7 ; _ _____,, : • • • I __ I I . . I I ====' I If ~ I ti ----~~--,,J -"' -" I -- SEiS/'.CK -----::----------- • ==------SP----<> SD .. -n EXISTING 5801 VAN ALLEN WAY 1 STORY BUILDING LOT75 A PN : 212-120-01 L.../ -RCW - ---- • C ,-. -0 -.__ >-- >-- 0 >-- >---- 0 i\ .__ ~ ~ ,1-V UJ (/) / I ' ------' FO N 0 ~I\ I \ /"' I'\ r- (J z 0 (J I ~ ~ 0-\'< £ Iv ;.; \ > I~ (tl RCW ~u ~ ---+------'l>"'S:"""'---1--W- I :r Q. V, « th >-~ ttl z LL! ~ ~ <3 <( a::: z ~N lD I\ ~~ "" ' ~ \ 3: 1-■--11---111 .... ------+----·--------------------------------------------7 / -:~"' -·-· MATCHLINE SHT 4 ' ----\II ~ < N DEMOLITION RECYCLED WATER IRRIGATI ON LEGEND RECYCLED WATER DEMOLITION IRRIGATION PLAN SYMBOL MANUFACTURER/ MODEL NO. / DESCRIPTION 0'·1'·= 20'·0" 0 (EXISTING) UTILITY TO PROTECT IN PLACE ~ (EXISTING) SHRUB DRIP IRRIGATION SYSTEM TO BE REMOVED. REMOVE ALL LATERAL PIPE, AND DRIP TUBING DOWNSTREAM OF THE VALVE. RECONNECT ALL CUT LINES PER IRRIGATION DETAILS FOR PROPOSED DRIP TUBING. ALL CUTS TO DRIP TUBING LI NES SHALL BE MADE NO CLOSER THAN 4" TO A DRIP EMITTER. NOTE: -ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE RECLAIMED WATER IRRIGATION SYSTEM REQUIREMENTS SET FOR BY SAN DIEGO DEPT. OF ENVIRONMENTAL HEATH AND QUALITY AND CITY OF CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS /I'\ RECYCLED WATER CONNECTION NOTE DIG -~RT PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF All OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL BE COMPLETED ANO VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDITION PER CMWO STANDARDS ANO REGULATIONS ANO DEHQ REGULATIONS 1-,ED ....................... ------ RECYCLED WATER COLOR NOTES: ____ ..,.,..,.. __ ,,,. __ _._. ~~OSCAPE" , ... DIAL TOLL FREE \. . o,'<<:>"'1/-~ ,<£8£:R:~S -Pc,+ RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND IRRIGATION COMPONENTS SHALL BE PURPLE IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS ' 1 -800 -422 • 4133 ~ ~ 6>~ ........ <., <" AT LEAST 1WO DAYS 350 Camino De La Reina :; ,,~ A /. -~ s. BEFORE YOU DIG Suite 510 -I< Signotvfe * UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA San Diego, CA 92108 Ren O-ote 12/~JI/ZS I 619-398-3800 .S -ote os/10/25 /,. R OOT BARRI ER N O TE : ~ ~' '"ta, c,c1f All TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL WWW.HED.DESIGN DATE INITIAL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER NO ROOT BARRIER REVISION DESCRIPTION DESIGNER ~ WORK SHALL ENCIRCLE THE ROOT BALL 2023-HA042-003 ©2022 EJCDlrotlon Dote:lZO:::l! a~ IRRIGATION DEMOLITION NOTES 1. PRIOR TO BEGINNING DEMOLITION THE EXISTING RECYCLED WATER MAINLINE Will BE DISCONN ECTED FROM EXI STING RECYCLED WATER METER, FLUSHED AND HIGHLINED TO THE EXISTING FIRE HYDRANT. 2. ALL DEMOLISHED IRRIGATED AREAS SHALL HAVE HEADS/DRIP TU BIING REMOVED FROM FIVE FEET WITHIN PROPOSED HARDSCAPE LOCATIONS. 3. DO NOT REMOVE ANY MAINLINE, FIELD VERIFY THAT ALL OF SITE IS STILL IN WORKING CONDITION IF THOSE VALVES ARE CONNECTED TO DEMO AREA 4. IRRIGATION AREA TO BE REMOVED SHALL BE FLAGGED IN THE FIELD BY THE CONTRACTOR PRIOR TO ANY DEMOLITION COMMENCING AND REVIEW BY THE DISTRICTS REPRESENTATIVE AND LANDSCAPE ARCHITECT 5. ALL VALVES BEING REMOVED SHALL BE MARKED UP ON AN IRRIGATION PLAN IDENTIFYING THE VALVE LOCATION CONTROLLER AND CONTROLLER NUMBER AND IRRIGATED AREA, THIS SHALL BE PROVIDED TO THE DISTRICTS REPRESENTATIVE AND LANDSCAPE ARCHITECT 6. ALL VALVES BEING DEMOLISHED SHALL HAVE WIRES INSTALLED IN A PULL BOX AND BUNDLED TOGETHER ALONG WITH A WATER TIGHT CONN ECTOR AT CAPPING EACH WIRE. THE PULL BOX SHALL BE LOCATED AT THE EXISTING MANIFOLD LOCATION AND MARKED WITH A 'PB' (IRRIGATION WIRE PULL BOX) 7. WHEN REMOVING ANY MATERIAL ALL STATE AND LOCAL CODES FOR REMOVAL AND DISPOSAL SHALL BE FOLLOWED 8. PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANTS AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCH EDULE AND/OR EXHIBIT OUTLINING THE TIME OF THE EXISTING OFF SITE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTI ON OF FREESTANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADI NG PROCESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENT WITHIN 10 DAY OF THE TIME WHEN EACH SLOPE IS BOUGHT TO GRADE AS SHOWN ON HTE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE EXISTING AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHI N 30 DAYS AFTER IRRIGATION INSTALLATION FIRST COM MENCES 9. 10. RENOVATE, REPAIR AND/OR REPLACE EXISTING TURF AND SHRUB IRRIGATION POP UP HEADS AND RELATED EQUIPMENT AS NEEDED FOR PROPER OPERATION AND PROVIDE 100% FULL COVERAGE WITH NO OVERSPRAY NO DIRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING Will BE ALLOWED DURING CONSTRUCTION. All ADJACENT SYSTEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WATER SCHEDULES THROUGHOUT CONSTRUCTION. MODIFY/REPAIR ADJACENT SYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSED IMPROVEMENTS. 20 10 SHT 4,6,22,25,27 0 20 40 ---- SCA LE: 1"=20'-0" 60 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA . II AS BUIL T 11 RCE EXP. DATE 11/14/24 JA City Submittal REVIE..,,ED BY• 04/07/25 JA City Submittal 05/22/25 JA City Submittal INSPECTOR DATE I ~3ET II CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PARKING ST ALL ADJUSTMENT LOT 75 RECYCLED WA TER IRRIGATION DEMOLITION P LAN I APPROVED: au,~ PLANNING '1 lzJ. l~ I D'M-1 BY: JA I Ll~~~tf29i!o~~~ I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: MH OlHER APPROVAL CITY APPROVAL RVWD BY: QEV2Q2~-QQ l 25 550-5L SHEET 3 OF..35....SHEETS MATCHLINE SHT 3 \ ' \ ' \ ' \ : .-·. • _' I ' "ir . . • Ll: .... _._.._ ?W\...,..,_, J ,.,.(~+•!i-!o· . ..,444,;.-_,..,.I,,._ ___ ---+--• ■-------------------------------------------g ~~ . . ' . . \ . I I ------·l -·---0 . 3 . . ,: . . . . . . I I I - EXISTING 1 I - (1 - J ~ --7~-: ·- I~ (/ J 3: \ <.> a:: - I I 5801 VAN ALLEN WAY 1 STORY BUILDING LOT 75 --++---+llf----11--S ----41--1!1<>----l~--~---< 3: I I N 01 pl q-J 1 ~ I \ I I I I S'lJ I I ~ l 1 I I I I \ I 1 I l " l I I . 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REMOVE ALL LATERAL PIPE, AND DRIP TUBING DOWNSTREAM OF THE VALVE. RECONNECT ALL CUT LINES PER IRRIGATION DETAILS FOR PROPOSED DRIP TUBING. ALL CUTS TO DRIP TUBING LINES SHALL BE MADE NO CLOSER THAN 4" TO A DRIP EMITTER. NOTE: -ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE RECLAIMED WATER IRRIGATION SYSTEM REQUIREMENTS SET FOR BY SAN DIEGO DEPT. OF ENVIRONMENTAL HEATH AND QUALITY AND CITY OF CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS 11/14/24 JA 04/07/25 JA 05/22/25 JA R\ RECYCLED WATER CONNECTION NOTE DIGA ~RT PRIOR TO CONNECTION BACK TO RECYCLEO WATER A THOROUGH INSPECTION OF ALL OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL BE COMPLETED AND VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDITION PER CMWD STANDARDS AND REGULATIONS AND DEHO REGULATIONS 1--IED • ---.. RECYCLED WATER COLOR NOTES: .. • •• ---\,,,..~oSCAPc T.M DIAL TOLL FREE ;,'>~./."t:B!:~:~-:/1/'~ RECYCLED WATER SYSTEM ALL PIPE, SLEEVES ANO /RRJGA TION COMPONENTS SHALL BE PURPLE IN COLOR PER CITY OF CARLS BAO RECYCLED WATER REQUIREMENTS • 1 • 800 -422 -4133 '3'"' ,t-i-99: 4.,,.,,. ~ v <" AT LEAST TWO DAYS .... ,,. ~ (") BEFORE YOU DIG 350 Camino De La Reina ~ ':.,) A Suite 510 :t< S.gnotu,e * UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA San Diego, CA 92108 Rffl Oole 12/)1/25 619-398-3800 ,S ole OS/10/2~. ROOT BARRIER N OTE: .>:.r, ~' "l' Of" CA\. \f All TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL WWW.HED.DESIGN DATE INITIAL DATE INITIAL RECEIVE A 10' LENGTH OF 24' DEEP ROOT BARRIER. NO ROOT BARRIER REVISION DESCRIPTION SHALL ENCIRCLE THE ROOT BALL DESIGNER OF WORI< OlHER APPROVAL 2023-HA042-003 ©2022 Exnlrotlon Dat..-ZZQZ 125 City Submittal City Submittal City Submittal DATE INITIAL CITY APPROVAL SHT 3, 5,21,24, 26 SHT 2,25,2 20 10 0 20:__ ___ 40 ---SCALE: 1 "=20'-0" 60 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. II AS BUILT" RCE EXP. DATE REVIE\rlED BY• INSPECTOR DATE I SH4ET 11 CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PA RK ING ST A LL ADJUSTM ENT LOT 75 RECYCLED WATER IRRIGATION DEMOLITION PLAN I !APPROVED:~~ PLANNING r :z / zq {z,;--1 OWN BY: JA I I DRAWING NO. L~~~~~<i~o~~:3 CHKD BY: MH RVWD BY: DEV2024-00125 550-5L SHEET 4 Of ASHEElS 0 CONC ----= F -= 0 -- FO - cONC • 0 0 0 0 0 ,, .._..,, .._, ,,,' ,, ,,,,, ':_,,, ;..' 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' ,, ......... , ...... ... .... , ... ' ' ~ ...... ",> ... ...... >"" ...... ... "' .. ...... ...... ... ............... ......... ..:'...~: ........... ~~ ... ...... (,')"~ ... " ........ ':..~ ::..,':'.. '.., ':.. ... ... ....... ........ i'; ~ ~ ...... (,")' ... ... ... .,,... ....... ... ':.. :-"::'. :-.. ... ...... RECYCLED WATER IRRIGATION PLAN 0'-1 "= 20'-0" VALVE CAl:LOUT CONTROLLERt----+-~---~X~-~#.!:::t __ _ VALVE NUMBER VALVE FLOW VALVE SIZE'----~#" #e-1.---- MODIFIED EXISTING VALVE CAL LOU T EX·# -EXISTING CONTROLLER & NUMBER CONTROLLER -X-#. VALVE NUMBER VALVE SIZE -#" #-VALVE FLOW EX-#-EXISTING FLOW EXISTING VALV E CALLOUT / _X-#.\ EX-X-i ~ EXISTING VALVE GPM EXISTING CONTROLLER EXISTING VALVE EXISTING VALVE SIZE #" "'. EXISTING NUMBER RECYCLED WATER CONNECTION NOTE ..,, ...... <t,"';. ............ ,<" ~ I ---.....J A-21 .5" EXISTING EXISTING 5801 VAN ALLEN WAY 1 STORY BUILDING LOT75 APN : 212-120-01 IRRIGATION SITE SPECIFIC NOTES 1. NO NEW WATER METERS, BACKFLOW PREVENTERS, OR OUTDOOR EA TING AREAS IN THIS SUBMITTAL 2. FOR ADDITIONAL METER INFORMATION INCLUDING POINT OF CONNECTION, STATIC PRESSURE AND ADDITIONAL IRRIGATION EQUIPMENT SUCH AS BACKFLOW PREVENTER, MASTER VALVE AND FLOW SENSOR, SEE APPROVED COUNTY DEH , OEH2018-LRWS-927, CITY OF CARLSBAD, LPC 2018-0020 / PUD2017-008 3. THERE ARE NO WELLS, DRINKING FOUNTAINS OR OUTDOOR EATING AREAS ON THIS SITE. NON DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER WHETHER BY WIND BLOWN SPRAY OR DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECT, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 4. THE EXISTING IRRIGATION MAINLINE ANO VALVES SHALL BE HIGH LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS PREFORMED BY C.M.W.D AND D.E.H. FINAL CONNECTION TO EXISTING RECYCLE WATER POC ARE TO BE PREFORMED ONLY AFTER APPROVAL IS PROVIDED BY C.M.W.D AND D.E.H. 5 ANY EXISTI NG LANDSCAPE AND IRRIGATION THAT IS DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED IN LIKE KIND TO THE SATISFACTION OF THE CITY'S REPRESENTATIVE. 6. LANDSCAPE IRRIGATION SYSTEMS HAVE BEEN DESIGNED TO PREVENT OVERSPRAY, MIST OR RUNOFF ON TO STRUCTURES. 7. OUTDOOR WATER USE: A WATER BUDGET HAS BEEN DEVELOPED FOR THE LANDSCAPE IRRIGATION USE THAT CONFORMS WTO LOCAL WATER EFFICENT LANDSCAPE ORDINANCE. WHERE NO LOCAL ORDINANCE EXISTS SHOW COMPLIANCE WITH THE CALIFORNIA DEPT. OF WATER RESOURCES MODEL WATER EFFICIENT LANDSCAPE ORDINANCE. 8. TRENCHING IN VICINITY OF EXISTING TREES 8.1 . WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED CURING TRECHING OPERATIONS, THE CONTRACOTR 9. IRRIGATION PLANS ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE ARE TO BE INSTALLED IN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF ALL OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL DI G -~RT BE COMPLETED AND VERIFIED THAT THEY ARE INADEQUATE WORKING CONDITION PER CMWD STANDARDS ANO REGUU\TIONSAND OEHQ REGUU\TIONS .. ... ... ... ... ... ... ... .................. RECYCLED WATER COLOR NOTES: --------------TM. DIAL TOLL FREE RECYCLfD WATER SYSTEM ALL PIPE, SLEEVES AND IRRIGATION COMPONENTS SHALL BE PURPtE IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS ' 1 -800 -422 -4133 ~ AT LEAST 1WO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ROOT BARRIER NOTE : ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL I I Et3 I I I I I I lt-l---t1/,/, ,, ,," ,/ , , , , , , , / , , I11"1-I'., / VJr,J~v,' , ,,. / / / /:. / , 10. THE IRRIGATION CONTRACTOR SHALL ENSURE NO OVERSPRAY ONTO HARDSCAPE, STREETS, WALLS OR ANY OTHER HARDSCAPE / STRUCTURE. 11. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNERS REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK 12. MAINLINE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. 13. OVERHEAD IRRIGATION SHALL NOT BE PERMITTED WITHIN 24 INCHES OF ANY NON-PERMEABLE SURFACE, (PER TITLE 23 DIVISION 2 CHAPTER 2.7.) ABSOLUTELY NO OVERSPRAY OR LOW HEAD DRAINAGE IS ALLOWED. INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. 14. ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA 15. 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. 16. SPRINKLERS, ROTOR HEADS AND OTHER TYPES OF DISPERSION HEADS SHALL HAVE THE EXPOSED SURFACE COLORED PURPLE. THE EXPOSED SURFACE SHALL BE COLORED THROUGH THE USE OF INTEGRALLY MOLDED PURPLE PLASTIC OR PERMANENTLY ATTACHED PURPLE PLASTIC RING OR DISC. ALL SHRUB HEADS SHALL HAVE PURPLE CAPS. DECAL ON RISERS WILL NOT BE ACCEPTED. ALL DRIP IRRIGATION PIPE SHALL BE PURPLE AND ALL LATERAL AND MAINLINES SHALL ALSO BE PURPLE 17. ECO -INDICATORS PER LEGEND SHALL BE INSTALLED AT THE TWO FURTHERMOST POINTS ON THE BUBBLER VALVES TO SHOW AREA OF OPERATION WHEN VALVE IS TURNED ON. 18. BEFORE SIGN OFF AND COMPLETION OF THE PROJECT THE CONTRACTOR SHALL VERIFY THE ENTI RETY OF THE IRRIGATION SYSTEM IS IN WORKING CONDITION INCLUDING BUT NOT LIMITED TO VALVES OUTSIDE TO THE LIMIT OF WORK IF NECESSARY THE CONTRACTOR MAY 1--I ED \.p,.t,\OSCAP£ ~<>,\",i. ,-1EB(R:~S:•-i>c, ~'? & 'S:,. '<, +, V _,,. ~ ,,. ,, -~ 350 Camino De La Reina ~ V ~ Sutte 510 ii< S,gnoture * San Diego, CA 92108 Ren Dote 12131/25 619-398-3800 $' ote os/10/2.J/4 ;;.,t. ~' .-or c,,1,1f WWW.HED.DESIGN ·o s: I <.> 0:: 0 SCH 40 PVC SLEEVING CHART 1 1 /4" SLEEVE 1 1 /2" SLEEVE 2"SLEEVE 2 1 /2" SLEEVE 3" SLEEVE 4"SLEEVE 1/2" PIPE 3/4" PIPE 1"PIPE 1 1/4" PIPE 1 1/2" PIPE 2"PIPE \ I fl~-+---11--Q.'!;l Hl.S +-----+-------t 6" SLEEVE 8" SLEEVE 1-4 WIRES 5-10 WIRES 11-20 WIRES 21-30 WIRES 31-40 WIRES 41-60 WIRES 61 -99WIRES 100+ WIRES 2 1/2"-3" PIPE 4"PIPE i z w () z 8 ~ t PIPE SIZE CHART MAINLINE PIPE SIZE 3/4" (PVC SCH. 40 IPS PLASTIC PIPE) 1" (PVC SCH. 40 IPS PLASTIC PIPE) 1 1/4" (PVC SCH. 40 IPS PLASTIC PIPE) 1 1/2" (PVC SCH. 40 IPS PLASTIC PIPE) 2" (PVC CLASS 315 IPS PLASTIC PIPE) 2 1/2" (PVC CLASS 315 IPS PLASTIC PIPE) 3" (PVC CLASS 315 IPS PLASTIC PIPE) LATERAL PIPE SIZE 3/4" (PVC SCH. 40 IPS PLASTIC PIPE) 1" (PVC SCH. 40 IPS PLASTIC PIPE) 1 1/4" (PVC SCH. 40 IPS PLASTIC PIPE) 1 1/2" (PVC SCH. 40 IPS PLASTIC PIPE) 2" (PVC SCH. 40 IPS PLASTIC PIPE) 2 1/2" (PVC SCH. 40 IPS PLASTIC PIPE) 3" (PVC SCH. 40 IPS PLASTIC PIPE) GPM 0-8GPM 8-12 GPM 12-22 GPM 22-30 GPM 30-55 GPM 55-70 GPM 70-100 GPM GPM 0-8 GPM 8-12 GPM 12-22 GPM 22-30GPM 30-50 GPM 50-70 GPM 70-110 GPM DRIPLINE EXHAUST HEADER PIPE SIZING CHART EXHAUST HEADER SHALL HAVE A MINIMUM SIZE OF 3/4 INCH . FLOW RANGE MINIMUM SIZE OF EXHA UST HEADER 0 THROUGH 5 GPM MINIMUM SIZE SHALL BE 3/4 INCH 6 THROUGH 10 GPM MINIMUM SIZE SHALL BE 1 INCH 11 THROUGH 15 GPM MINIMUM SIZE SHALL BE 1-1/4 INCH I 16 THROUGH 25 GPM MINIMUM SIZE SHALL BE 1-1/2 INCH 26 THROUGH 50 GPM MINIMUM SIZE SHALL BE 2 INCH -i NOTE: CONTRACTOR SHALL SIZE ALL DRIPLINE EXHAUST HEADERS PER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. • MAT CHLIN E SHT 6 PERFORM AND IRRIGATION AUDIT PRIOR TO COMMENCING WORK TO IDENTIFY DAMAGED OR COMPONENTS OF THE EXISTING SYSTEM THAT ARE CURRENTLY NOT WORKING. THIS SHALL BE PROVIDED TO THE SCHOOL DISTRICTS REPRESENTATIVE PRIOR TO COMMENCING ANY WORK 19. FIELD VERIFY THAT ALL ENTRANCES TO THE SITE HAVE A RECYCLED WATER SIGN ALONG WITH ALL IRRIGATION CONTROLLERS SHALL HAVE A RECYCLED WATER SIGN AT THE TI ME OF SITE VISIT ALL NECESSARY SIGNS WERE PRESENT 9/23/24 20. ALL RECYCLED WATER COMPONENTS THAT CROSS POTABLE WATER LINES SHALL BE SLEEVED 10' EITHER SIDE OF PIPE 21 . EXISTING FIRE HYDRANT HI LINE POINT OF CONNECTION FOR TEMPORARY POTABLE WATER USE SEE DETAIL 6 / SHT 15 EX ISTING LANDSCAPE IRRIGATION RENOVATION NOTES 1. RENOVATE, REPAIR AND/OR REPLACE EXISTING TURF AND SHRUB IRRIGATION POP UP HEADS AND RELATED EQUIPMENT AS NEEDED FOR PROPER OPERATION AND PROVIDE 100% FULL COVERAGE WITH NO OVERSPRAY 2. NO DIRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. ALL ADJACENT SYSTEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WATER 20 10 SHT 3, 5,21,24,26 SHT 4,6,22,25,27 0 20 40 ----- SCALE: 1 "= 20' -0" APPROVED FOR /RR/GA TION AND 60 SCHEDULES THROUGHOUT CONSTRUCTION MODIFY/REPAIR ADJACENT SYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSED IMPROVEMENTS. PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. RECYCLED WATER CROSSING POTABLE WATER LINE NOTES "AS BU I LT " A. VERIFY THERE IS A 12" VERTICAL SEPARATION BETWEEN POTABLE AND RECYCLED WATER RECYCLED WATER PIPE SHALL BE SLEEVED B. ALL POINTS WHERE A RECYCLED WATER LINE CROSSES A POTABLE WATER LINE, THE RCE EXP. DATE RECYCLED LINE SHALL BE SLEEVED 10' EITHER SIDE OF THE POTABLE LI NE 11/14/24 JA City Submittal REV IEIJED BY• 04/07/25 JA City Submittal 05/22/25 JA City Submittol INSPECTOR DATE /1\ I ~SET II CITY OF CARLS BAD PLANNING DIV1SION LANDSCAPE IMPROVEMENT PLANS FOR: PARKING ST A LL ADJUSTMENT LOT 75 RECYCLED WATER IRRIGATION PLAN I APPROVED:Cf!ut ~ ~ PLANNING r- 7/27/zK DWN BY: JA L~~~~~<i!o~~:3 DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: MH I I I I 550-5L RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER NO ROOT BARRIER DESIGNER Of WORK REVISION DESC RIPTION OlliER APPROVAL CITY APPROVAL RVWD BY: DEV2Q2~-QQ125 SHALL ENCIRCLE THE ROOT BALL. 2023-HA042-003 ©2022 Exnlrotlon Dote:121'.:l! '2~ ~EET 5 Of ...3i..SHEETS MATCHLINE SHT 5 ,~ c..~· ~ ~'":.. l EX I.!.,.,,,,.,," ,·:<i' ~-:_ -:_ ,-, 1/2" ~,~,~~~~ ~~~ ---"'"'~--J~~~ll!L-P.~~~,i,-.... ----... ,, ..... I I I I A-4 1• EXISTING / / z Q 0. ::;; ~ ~ u ::, 0:: f- L __ - F EXISTIN G 5801 VAN ALLEN WAY 1 STORY BUILDING LOT75 A PN : 212-120-01 ----- F I!) I!) ~✓r-r::=7~~----~~si'fiEVCSITi.,_AilT~~ ~-.--,-----~:-r::--:-:-r:"'.':-::-r--.---r---1~:-lr-----.---r---r-~=--- -- / 11 1 1 1 1 1 ~ I 1 1 11 I I I I 11 1111111 N RECYCLED WATER IRRIGATION PLAN 0'· 1 "= 2Q' .. Q" VALVE CALLOUT CONTROLLER------1-.. X-#.. ----- VALVE SIZE----+,.#" # ...... 1----- VALVE NUMBER VALVE FLOW MODIFIED EXISTING VALVE CALLOUT CONTROL LER VALVE SIZE -#" X-#. # EX·#- EX-#- EXISTING CONTROLLER & NUMBER VALVE NUMBER VALVE FLOW EXISTING FLOW EXISTING VALVE CALLOUT -EXISTING VALVE GPM / _ X-#..\ EX-x-i EXISTING CONTROLLER -I EXISTING VALVE SITE NOTES: NO NEW WATER METERS, BACKFLOW PREVENTERS, OR OUTDOOR EATING AREAS IN THIS SUBMITTAL FOR ADDITIONAL METER INFORMATION INCLUDING POINT OF CONNECTION, STATIC PRESSURE AND ADDITIONAL IRRIGATION EQUIPMENT SUCH AS BACKFLOW PREVENTER, MASTER VALVE AND FLOW SENSOR, SEE APPROVED COUNTY DEH, DEH2018-LRWS-927, CITY OF CARLSBAD, LPC 2018-0020 / PUD2017-008 THERE ARE NO WELLS, DRINKING FOUNTAINS OR OUTDOOR EATING AREAS ON THIS SITE. NON DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER WHETHER BY WIND BLOWN SPRAY OR DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECT, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. THE EXJSTING IRRIGATION MAINLINE AND VALVES SHALL BE HIGH LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS PREFORMED BY C.M.W.D AND D.E.H. FINAL CONNECTION TO EXISTING RECYCLE WATER POC ARE TO BE PREFORMED ONLY AFTER APPROVAL IS PROVIDED BY C.M.W.D AND D.E.H. ANY EXISTING LANDSCAPE ANO IRRIGATION THAT IS DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED IN LIKE KIND TO THE SATISFACTION OF THE CITY'S REPRESENTATIVE. LANDSCAPE IRRIGATION SYSTEMS HAVE BEEN DESIGNED TO PREVENT OVERSPRAY, MIST OR RUNOFF ON TO STRUCTURES. OUTDOOR WATER USE: A WATER BUDGET HAS BEEN DEVELOPED FOR THE LANDSCAPE IRRIGATION USE THAT CONFORMS WTO LOCAL WATER EFFICENT LANDSCAPE ORDINANCE. WHERE NO LOCAL ORDINANCE EXISTS SHOW COMPLIANCE WITH THE CALIFORNIA DEPT. OF WATER RESOURCES MODEL WATER EFFICIENT LANDSCAPE ORDINANCE. EXISTING LANDSCAPE IRRIGATION RENOVATION NOTES 1. RENOVATE, REPAIR AND/OR REPLACE EXISTING TURF AND SHRUB IRRIGATION POP UP HEADS AND RELATED EQUIPMENT AS NEEDED FOR PROPER OPERATION AND PROVIDE 100% FULL COVERAGE WITH NO OVERSPRAY 2. NO DIRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. ALL ADJACENT SYSTEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WATER SCHEDULES THROUGHOUT CONSTRUCTION. MODIFY/REPAIR ADJACENT SYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSED IMPROVEMENTS. EXISTING VALVE SIZE #" EXISTING NUMBER RECYCLED WATER CROSSING POTABLE WATER LINE NOTES ' A. VERIFY THERE IS A 12" VERTICAL SEPARATION BETWEEN POTABLE AND RECYCLED WATER RECYCLED WATER PIPE SHALL BE SLEEVED B. ALL POINTS WHERE A RECYCLED WATER LINE CROSSES A POTABLE WATER LINE, THE RECYCLED LINE SHALL BE SLEEVED 10' EITHER SIDE OF THE POTABLE LINE RECYCLED WATER CONNECTION NOTE DIG -~RT PRIOR TO CONNECTION BACK TO RECYCl.£0 WATER A THOROUGH INSPECTION OF All OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONEtlTS SHALL BE COMPLETEOAND VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDITION PER CMV'vt> STANDARDS AND REGULATIONS AND DEHQ REGULATIONS .. -... .. ... ... .................. RECYCLED WATER COLOR NOTES: ~~ ---------'"· DIAL TOLL FREE RECYCLED WATER SYSTEM ALL PIPE, SLEEIIES AND IRRIGATION COMPONENTS SHALL BE PURPLE IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS I~ 1-800-422-4133 ~ ry AT LEAST TWO DAYS ' BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ROOT BARRIER NOTE : ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 1 O' LENGTH OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL 2023-HA042-003 1--iED 350 Camino De La Reina Suite 510 San Diego, CA 92108 619-398-3800 W\/1/W.HED.DESIGN ©2022 '-/ I / / / ----~'"""' ~· . •, . rt . - 3: u a:: z w ....J ....J <( z ~ f :111--IH'-----l---lG ---+--tt-MH :f I t IRRIGATION PIPE AND EQUIPMENT LOCATION NOTES 1. ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE THAT ARE SHOWN IN PAVING IS FOR DRAWING CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN LAN DSCAPED AREA. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HAROSCAPE. 2. MAINLINE ANO VALVE LOCATIONS SHOWN ON THIS DRAWING ARE DESIGNED AS DIAGRAMMATIC ANO APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW ANO APPROVAL. FINAL LOCATION ANO EXACT POSITIONING OF ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF ALL IRRIGATION APPURTENANCE AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REV ISION AT NO CHARGE. It\ \.~t<OSCAPt ~<v<:,'if, ,<EBt~:~/-l>c-.s, ~ + 199'. /.A (j "' .... 11~ , -~ ✓ ~ • -I< Signoture * ,S'I' ate os/10/2¼-. Ren Dote 1213~1l25 / ~Jt Cl<' c,._1t~ DAlE INITIAL REVISION DESCRIPTION DESIGNER OF WORK En>lrotlon Dote:10 /~1 /?' ONSITE RECYCLED AND POTABLE WATER SEPARATION REQUIREMENTS: HORIZONTAL SEPARATIONS: THE PRESSURIZED RECLAIMED WATER PIPING SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION AT ALL TIMES FROM ALL POTABLE WATER PIPING AND/OR A PARALLEL SANITARY SEWER SYSTEM. IF A 10-FOOT HORIZONTAL SEPARATION IS NOT POSSIBLE, SPECIAL CONSTRUCTION REQUIREMENTS SHALL BE CONSIDERED, REFER TO DISTRICT STANDARDS. COMMON TRENCH CONSTRUCTION IS PROHIBITED. VERTICAL SEPARATIONS: THE PRESSURIZED RECLAIMED WATER PIPING SHALL MAINTAJN A MINIMUM OF ONE FOOT VERTICAL SEPARATION AT ALL TIMES FROM ALL PRESSURIZED POTABLE WATER PIPING AND/OR A SANITARY SEWER SYSTEM. THE PRESSURIZED RECLAIMED WATER PIPING SHALL BE INSTALLED ONE FOOT BELOW ALL PRESSURIZED POTABLE WATER PIPING ONE FOOT ABOVE ALL SANITARY SEWER SYSTEMS. IF A ONE FOOT VERTICAL SEPARATION IS NOT POSSIBLE, SPECIAL CONSTRUCTION REQUIREMENTS SHALL BE CONSIDERED. REFER TO DISTRICT STANDARDS. SCH 40 PVC SLEEVING CHART 1 1/4" SLEEVE 1 1/2" SLEEVE 2"SLEEVE 2 1/2" SLEEVE 3"SLEEVE 4"SLEEVE 6"SLEEVE 8"SLEEVE 1-4 WIRES 5-10WlRES 11-20 WIRES 21-30WlRES 31-40WlRES 41-60WIRES 61-99WIRES 100+ WIRES PIPE SIZE CHART MAINLINE PIPE SIZE 3/4" (PVC SCH. 40 IPS PLASTIC PIPE) 1" (PVC SCH. 40 IPS PLASTIC PIPE) 1 1/4" (PVC SCH. 40 IPS PLASTIC PIPE) 1 1/2" (PVC SCH. 40 IPS PLASTIC PIPE) 2" (PVC CLASS 315 IPS PLASTIC PIPE) 2 1/2" (PVC CLASS 315 IPS PLASTIC PIPE) 3" (PVC CLASS 315 IPS PLASTIC PIPE) LATERAL PIPE SIZE 3/4" (PVC SCH. 40 IPS PLASTIC PIPE) 1" (PVC SCH. 40 IPS PLASTIC PIPE) 1 1/4" (PVC SCH. 40 IPS PLASTIC PIPE) 1 1/2" (PVC SCH. 40 IPS PLASTIC PIPE) 2" (PVC SCH. 40 IPS PLASTIC PIPE) 2 1/2" (PVC SCH. 40 IPS PLASTIC PIPE) 3" (PVC SCH. 40 IPS PLASTIC PIPE) 1/2" PIPE 3/4" PIPE 1" PIPE 1 1/4" PIPE 1 1/2" PIPE 2"PIPE 2 1/2"-3" PIPE 4" PIPE GPM 0-8GPM 8-12 GPM 12-22 GPM 22-30GPM 30-55GPM 55-70 GPM 70-100 GPM GPM 0-8GPM 8-12 GPM 12-22 GPM 22-30GPM 30-50GPM 50-70GPM 70-110 GPM DRIPLINE EXHAUST HEADER PIPE SIZING CHART EXHAUST HEADER SHALL HAVE A MINIMUM SIZE OF 3/4 INCH. FLOW RANGE MINIMUM SIZE OF EXHAUST HEADER 0 THROUGH 5 GPM MINIMUM SIZE SHALL BE 3/4 INCH 6 THROUGH 10 GPM MINIMUM SIZE SHALL BE 1 INCH 11 THROUGH 15 GPM MINIMUM SIZE SHALL BE 1-1/4 INCH 16 THROUGH 25 GPM MINIMUM SIZE SHALL BE 1-1/2 INCH 26 THROUGH 50 GPM MINIMUM SIZE SHALL BE 2 INCH NOTE: CONTRACTOR SHALL SIZE ALL DRIPLINE EXHAUST HEADERS PER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. SHT • 3, 5, 21, 24, 26 20 10 0 20 40 SCALE: 1 "= 20' -0" APPROVED FOR /RR/GA TION AND 60 PLANTING ONLY, INCLUDING PRECISE LOCA TJON OF PLANTING AREA. 11 AS BUI LT" RCE EXP. DATE 11/14/24 JA City Submittal REVIE\r/ED BY, 04/07/25 JA City Submittal 05/22/25 JA City Submittal INSPECTOR DATE I 5li6ET 11 CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PARKING ST ALL ADJUSTMENT LOT 75 RECYCLED WATER IRRIGATION PLAN APPROVED: /AIJ~,1.,; ff/, 'tt t-'.,; .u/ '1/2!J(Z? PLANNING r OWN BY: JA I L~~9lf2<Ji!o~~:3 I DRA'MNG NO. DAlE INITIAL DAlE INlllAL CHKD BY: MH OllER APP'ROVAI.. CITY APPROVAL RVWD BY: □E~2Q24-QQj 25 550-5L SHEET 6 OF ...35...SHEETS EXISTING IRRIGATION PIPE & WIRE LEGEND SYMBOL MANUFACTURER I MODEL NO./ DESCRIPTION I DETAIL I SHEET EXISTING) BURIED NON-PRESSURE LATERAL LINE PIPE (SHOWN FOR REFERENCE ONLY) PROTECT IN PLACE, REPAIR ANY DAMAGE DUE TO CONSTRUCTION. VERIFY SIZE, TYPE AND EXACT LOCATION IN FIELD. IF CONTRACTOR 1$ NOT ABLE TO LOCATE EXISTING LATERAL LINE, CONTRACTOR SHALL PROVIDE AND INSTALL NEW MAINLINE AND MAKE ALL NECESSARY CONNECTIONS FOR PROPER OPERATION OF NEW AND EXISTING IRRIGATION SYSTEM(: SCHEDULE 40 "PURPLE" RECYCLED WATER PVC WI WORDS" RECYCLED WATER-DO NOT DRINK" INSTALLED IN 12• BELOW GRADE FOR t TO 2 t MINIMUM PIPE SIZE SHALL BE ¾°'• SIZE LATERALS PER PLAN (EXISTING) BURIED PRESSURE MAINLINE PIPE (SHOWN FOR REFERENCE ONLY) PROTECT IN PLACE, REPAIR ANY DAMAGE DUE TO CONSTRUCTION. VERIFY SIZE, TYPE ANO EXACT LOCATION IN FIELD. IF CONTRACTOR IS NOT ABLE TO LOCATE EXISTING LATERAL LINE, CONTRACTOR SHALL PROVIDE AND INSTALL NEW MAJNLINE AND MAKE ALL NECESSARY CONNECTIONS FOR PROPER OPERATION OF NEW AND EXISTING IRRIGATION SYSTEM BURIED PRESSURE IRRIGATION MAJNLINE "PURPLE" RECYCLED WATER PVC PIPE WITH WORDS "RECYCLED WATER-DO NOT DRINK''. SCH, 40 PVC PIPE FOR MAINLINE SIZES (1 !" AND SMALLER) CLASS 315 PVC PIPE FOR MAINLINE SIZES (2" AND LARGER) INSTALL WITH 3" WIDE "RECYCLED WATER" METALLIC DETECTABLE WARNING TAPES (EXISTING) T. CHRISTY -TA-DT-3-PRW, 3" WIDE DETABLE PURPLE" RECYCLED WATER" METALLIC BACKED NO SYMBOL UNDERGROUND WARNING TAPE. INSTALL WARNING TAPE CONTINUOUSLY ALONG MAINLINE ROUTING LOCATED 12" BELOW FINISHED GRADE AND DIRECTLY ABOVE MAINLINE V///// (EXISTING) PIPE SLEEVE -PURPLE "RECYCLED WATER "SCH. 40 PVC WITH WORDS "RECYCLED WATER-DO NOT DRINK. EXTEND 12" BEYOND EOGE OF HARDSCAPE. SLEEVE SHALL BE A MINIMUM TWICE THE DIAMETER OF THE PIPE OR WIRE r////,,, BUNDLE CARRIED, MIN. 2" SIZE r ////,,, (EXISTING) WIRE SLEEVE -"PURPLE" SCH. 40 PVC PIPE EXTEND12" BEYOND EDGE OF HARDSCAPE. SLEEVE SHALL BE ~ MINIMUM TWICE DIAMTER OF THE WIRE BUNDLE CARRIED, MINIMUM 2" SIZE 0 CONNECTION OF NEW LATERAL LINE TO EXISTING LATERAL LINE. FIELD VERIFY SIZE, LOCATION ANO CONNECTION POINTS ~= -W- CONNECTION OF NEW MAINLINE TO EXISTING MAINLINE, FIELD VERIFY SIZE LOCATION AND CONNECTION POINT NOTE: ALL EXISTING COMPONENTS HAVE BEEN REFERENCED FROM APPROVED LANDSCAPE AND IRRIGATION PLAN SET LPC2018-0020 / PUD2017-0008 DWG NO. 512-7L IRRIGATI ON PIPE & WIRE LEGEND SYMBOL MANUFACTURER/ MODEL NO. I DESCRIPTION DETAIL SHEET BURIED NON-PRESSURE LATERAL LINE PIPE: SCHEDULE 40 "PURPLE" RECYCLED WATER PVC W/WORDS " RECYCLED 1.000000, 2.000000, WATER-DO NOT DRINK" INSTALLED IN 12• BELOW GRADE FOR f' TO 2 !". 0.000000 12 MINIMUM PIPE SIZE SHALL BE t -SIZE LATERALS PER PLAN r I I I I II PIPE SLEEVE , , , , , PURPLE ''RECYCLED WATER • SCH. 40 PVC WITH WORDS "RECYCLED WATER-DO NOT DRINK EXTEND 12" BEYOND EDGE OF HARDSCAPE. SLEEVE 2 12 r.//././/1 SHALL BE A MINIMUM TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE r ✓///,1 CARRIED, MIN. 2" SIZE WIRE SLEEVE w~ "PURPLE" SCH. 40 PVC PIPE EXTEND12" BEYOND EDGE OF HARDSCAPE. 2 12 SLEEVE SHALL BE MINIMUM TWICE DIAMTER OF THE WIRE BUNDLE CARRIED, MINI MUM 2" SIZE WIRE CONNECTORS: NO SYMBOL 3M -DBR/Y-6 DIRECT BURIAL WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS NOTE: A. ALL WIRE SPLICES SHALL BE PLACED WITHIN PLASTIC VALVE BOX OR WIRE PULL BOX. WIRE SPLICES MUST BE TWISTED WITH WIRE TWISTING TOOL WITH A MAXIMUM OF TWO WIRES PER TWIST. REFER TO MANUFACTURER RECOMMENDATION FOR PROPER WIRE CONNECTIONS. 8, ALL PFtOPOSEO IRRIGATION PIPE ANO WIRE COMPONENTS SHALL MATCH EXISTING PRODUCTS CURRENTLY INSTALLED SYMBOL * NO SYMBOL NO SYMBOL NO SYMBOL ------------· ------------· -------------------.,. ______ ·-· EXISTING RECYCLED WATER IRRIGATION LEGEND MANUFACTURER/ MODEL NO./ DESCRIPTION (EXISTING) RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER THE CARLSBAD MUNICIPAL WATER DISTRICT AND SAN DIEGO DEPT. OF ENVIRNOMENTAL HEALTH AND QUALITY (DEHQ) WATER RECYCLING REQUIREMENTS (EXISTING) AS· APPROVED CONTROLLER WI RECYCLED WATER PLACARD INSTALLED T. CHRISTY'S· (PURPLE) "RECYCLED WATER VALVE 1.0. TAG INSTALLED WITHIN EACH NEW AND EXISTING VALVE BOX TYP. AS APPROVED -ALL NEW AND EXISTING VALVE BOXES SHALL BE (PURPLE) "RECYCLED WATER AND MARKED AS REQUIRED FOR RECYCLED WATER USE AS APPROVED -ALL NEW AND EXISTING EQUIPMENT SHALL BE EQUIPPED WTIH (PURPLE)" RECYCLED WATER" IDENTIFICATION CAPS AND MARKED AS REQUIRED FOR RECYCLED WATER USE (EXISTING) TURF IRRIGATION SYSTEM TO BE PROTECT IN PLACE. REPAIR OR REPLACE ANO DAMAGED EQUIPMENT. FIELD VERIFY THAT THERE IS 100% COVERAGE WITH NO PONDING RUNOFF OR OVERSPRAY (EXISTING) SHRUB STREAM SPRAY IRRIGATION SYSTEM TO BE PROTECT IN PLACE. REPAIR OR REPLACE AND DAMAGED EQUIPMENT. FIELD VERIFY THAT THERE IS 100% COVERAGE WITH NO PONDING RUNOFF OR OVERSPRAY (EXISTING) AS APPROVED RECYCLED WATER LINE (PUBLIC AREA) NOTE: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE RECLAIMED WATER IRRIGATION SYSTEM REQUIREMENTS SET FOR BY SAN DIEGO DEPT. OF ENVIRONMENTAL HEATH AND QUALITY AND CITY OF CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS RECYCLED WATER CONNECTION NOTE PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF ALL OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL BE COMPLETED ANO VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDITION PER CMWD STANDARDS ANO REGULATIONS ANO DEHQ REGULATIONS RECYCLED WATER COLOR NOTES: RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND /RR/GA TION COMPONENTS SHALL BE PURPLE IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS POTABLE WATER LEGEND EXISTING IRRIGATION TREE BUBBLER LEGEND SYMBOL MANUFACTURER/ MODEL NO. / DESCRIPTION DETAIL SHEET SYMBOL MANUFACTURER/ MODEL NO./ DESCRIPTION [I] AS APPROVED · BYPASS TEE FOR BUILDING RECYCLED WATER CROSS 2 11 CONNECTION TEST STATION. ~ (EXISTING) RAINBIRD -RD-06-S-P30-F-NP, WI 50-8 NOZZLE WI PCS-030 ® AS APPROVED -TEMPORARY POTABLE WATER METER OBTAINED FROM THE CARLSBAD MUNICIPAL WATER DISTRICT AND LOCATED AT A DISTRICT APPROVED POTABLE WATER SOURCE WITH A CMWO APPROVED 1 11 TEMPORARY RIP BACK FLOW DEVICE INSTALLED IMMEDIATELY DOWNSTREAM OF THE TEMPORARY POTABLE WATER METER. NOTE: IRRIGATION TREE BUBBLER LEGEND EXISTING POTABLE WATER LEGEND SYMBOL MANUFACTURER I MODEL NO. I DESCRIPTION GPM PSI RADIUS PREC. DETAIL SHEET RATE SYMBOL MANUFACTURER/ MODEL NO. I DESCRIPTION ~ (EXISTING) AS APPROVED · FIRE SERVICE DOUBLE DETECTOR CHECK, PER CIVIL ENGINEER DWGS l!J RAINBIRD -RD-06-S-P30-F-NP, WI 50-B NOZZLE WI PCS-030 0.3000 30 3 Ft 1.8000 6 12 NOTE: SINGLE SYMBOL SHOWN ON PLANS REPRESENTS MINIMUM (2) BUBBLER$ PER TREE (2) BUBBLER$ REQUIRED FOR 24" BOX TREES AND SMALLER (EXISTING) AS APPROVED · FIRE LINE, PER CIVIL ENGINEER DWGS (3) BUBBLER$ REQUIRED FOR 36" BOX TREES (4) BUBBLE RS REQUIRED FOR 48" BOX TREES AND LARGER PLACE ALL BUBBLER$ AT EDGE OF ROOT BALL ON OPPOSITE SIDES OF THE TREE WITHIN TREE WELL TYP. AND PLACE BUBBLER$ AS APPROVED -POTABLE WATER LINE, PER CIVIL ENGINEER DWGS PARALLEL WITH SLOPE ® AS APPROVED -BUILDING POTABLE WATER METER, PER CIVIL DWGS EXISTING DRIP IRRIGATION LEGEND SYMBOL MANUFACTURER I MODEL NO. / DESCRIPTION GPH PSI RADIUS PERC.RATE @ AS APPROVED -POTABLE WATER RIP BACKFLOW DEVICE, PER CIVIL ENGINEERS DWGS 0.610 30 N/A 0.7300 f= ==l (EXISTING) RAINBIRO-XFS-CV-PS-6-1, XFS SUBSURFACE 0 "COPPER SHIELD" SERIES 17MM ''RECYCLED WATER" PURPLE I I STRIPE ORIPLINE WITH 12" O.C. EMITTER SPACING, PRESSURE COMPENSATING, ANTI SIPHON CHECK VALVE ANO COPPER SHIELD ROOT INTRUSIONS PROTECTION EMITTERS. INSTALL --0-+-AS APPROVED • FIRE HYDRANT, PER CIVIL ENGINEERS DWGS DRIP TUBING AT 16" MAX ROW SPACING WITH TRIANGULAR SPACED EMITTER LAYOUT. @ (EXISTING) DRIP CONNECTION RAJNBIRO -DRIP TUBING CONNECTIONS SHALL BE MADE USING "RAINBIRD XF SERIES" 17MM DRIPLINE INSERT FITTINGS EXISTING IRRI GATION EQUIPMENT LEGEND SYMBOL MANUFACTURER/ MODEL NO./ DESCRIPTION [el] (EXISTING) FLUSH VALVE/DRIP INDICATOR RAJNBIRO -RD-06-NP, 6" POP UP DRIP SYSTEM COMBINATION FLUSH VALVE AND DRIP INDICATOR. INSTALL WITH "GPH" IRRIGATION PRODUCTS MODEL# GOFN-R, SERIES "PURPLE" FLUSH VALVE. ~ (EXISTING) P.O.C /WATER METER-1" RECYCLED WATER IRRIGATION METER. FILE'D VERIFY SIZE LOCATION AND STATIC WATER PRESSURE (EXISTING) MANUAL FLUSH VALVE (E) SPEARS· MODEL 2621-00SG, ~" THREADED PVC BALL VALVE AS DRIP SYSTEM MANUAL FLUSH VALVE FOR FLUSHING EXHAUST MANIFOLD, LOCATE AT END OF ORIPZONE. INSTALL FLUSH VALVE INSIDE A 10-ROUND VALVE BOX 18" FROM PAVING ® (EXISTING) FEBCO 825YA SERIES, 1" RIP BACKFLOW PREVENTION ASSEMBLY NO SYMBOL (EXISTING) V.I.T. STRONG BOX -SBBC-30CR, METAL POWDER COATED SMOOTH TOUCH BACKFLOW DEVICE ENCLOSRE. NOTE: ALL SUBSURFACE TUBING SHALL BE INSTALLED 2" BELOW FINISHED SOIL GRADE ANCHORED WITH RAINBIRD 6" GALVINIZED WIRE STAKES, MODEL TDS-050 BENO, INSTALLED FOUR FEET ON CENTER (§) (EXISTING) WILKINS NR3, PRESSURE REGULATOR, LINE SIZE (PER PREVIOUS APPROVED OWGS SHOULD BE SET TO 120 PSI, FIELD VERIFY) ® (EXISTING) YARDNEY -SB2 -P-F-80, 2" (PURPLE) BASKET STRAJNER EITH FLANGED CONNECTIONS AND 80 MESH FILTER ELEMENT. DRIP IRRIGATION LEGEND ~ (EXISTING) RECYCLED WATER CROSS CONNECTION TEST STATION SYMBOL MANUFACTURER/ MODEL NO. I DESCRIPTION GPH PSI RADIUS PERC. DETAIL SHEET RATE ORIPLINE AREA 0.6100 30 N/A 0.7300 4. 12. 8 (EXISTING) EZ-FLO FERTIGATION SYSTEM RAINBIRD -XFS-CV-PS-6-1, XFS SUBSURFACE "COPPER SHIELD" 1,2 13. SERIES 17MM "RECYCLED WATER" PURPLE STRIPE ORIPLINE WITH 12" O.C. EMITTER SPACING, PRESSURE COMPENSATING, ANTI SIPHON CHECK VAL VE AND COPPER SHIELD ROOT (@ (EXISTING) MASTER VAL VE NORMALLY CLOSED ................... INTRUSIONS PROTECTION EMITTERS. INSTALL DRIP TUBING AT 16" MAX ROW SPACING WITH TRIANGULAR SPACED EMITTER LAYOUT. @ (EXISTING) FLOW SENSOR @ DRIP CONNECTION RAINBIRD • DRIP TUBING CONNECTIONS SHALL BE MADE USING "RAINBIRO XF SERIES" 17MM 5 12 ORIPLINE INSERT FITTINGS ~ (EXISTING) BALL VAL VE NOTE: ALL SUBSURFACE TUBING SHALL BE INSTALLED 2" BELOW FINISHED SOIL GRADE ANCHORED WITH RAINBIRD 6" GALVINIZED WIRE STAKES, MODEL TDS-050 BEND, INSTALLED FOUR FEET ON CENTER ~ (EXISTING) REMOTE CONTROL VAL VE BEING ADJUSTED IRRIGATION HEADS/BUBBLER$ DOWNSTREAM OF VALVE ARE BEING ALTERED ANO GPM WILL BE EITHER INCREASED/DECREASED ~ (EXISTING) DRIP REMOTE CONTROL VALVE DRIP IRRIGATION DOWNSTREAM OF VALVE ARE BEING ALTERED AND GPM WILL BE EITHER INCREASED/DECREASED ~ (EXISTING) QUICK COUPLER VALVE EB (EXISTING) REMOTE CONTROL VAL VE PROTECT IN PLACE VALVE AND IRRIGATION COMPONENTS DOWNSTREAM OF VALVE EB (EXISTING) DRIP REMOTE CONTROL VALVE PROTECT IN PLACE VALVE ANO IRRIGATION COMPONENTS DOWNSTREAM OF VALVE EXISTING IRRIGATION CONTROLLER LEGEND SYMBOL MANUFACTURER/ MODEL NO. / DESCRIPTION (EXISTING) CONTROLLER IMPERIAL TECHNICAL SERVICES · MODEL# IC6-RB3-36 / SP/ IQ-GPRS-1YR I RSE / IFS-150C APPROVED FOR /RR/GA TION AND ~ NOTE: THE CONTROLLER IS EXISTING ANO SHALL REMAIN IN OPERATION THROUGHOUT THE PROJECT, PLEASE MANUALLY SHUT OFF VALVES THAT ARE BEING ALTERED, IF THERE IS A NEED TO ADJUST CONTROLLER PLEASE PLANTING ONLY, INCLUDING PRECISE PROVIDE AN EXISTING IRRIGATION SCHEDULE OF WHAT VALVES AND CONTROL TIMES ARE CURRENTLY SET, TO THE LANDSCAPE ARCHITECT LOCATION OF PLANTING AREA . [E] (EXISTING) CELLULAR DATA CENTRAL CONTROL COMMUNICATION CONNECTION II AS BUILT" ~ (EXISTING) RAIN SENSOR ~ (EXISTING) 120 VOLT ELECTRICAL POWER CONNECTION RCE EXP. DATE 11/14/24 JA City Submittal REVIEw'ED BY• 04/07/25 JA City Submittal 05/22/25 JA City Submittal INSPECTOR DATE A\ DIG -~RT I SH?ET 11 CITY OF CARLSBAD I PLANNING DIVISION 1-,ED ·-------_____ ., LANDSCAPE IMPROVEMENT PLANS FOR: -------_____ ,,,.,,.. \.p..NDSCAP,f TM. DIAL TOLL FREE PARKING STALL .,.,<>-;p.-1-,<EB(l?:~S;,p<',s, • 1 -800 -422 -4133 ef~ '9' ... ,-' ~ AT LEAST 1WO DAYS ~ ,,. f -~ ADJUSTMENT LOT 75 BEFORE YOU DIG 350 Camino De La Reina ~ ~ ~ ... RECYCLED WATER IRRIGATION LEGEND Suite 510 :+< SigMture * UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA San Diego, CA 92108 Ren Oote 12131/25 / I APPROVED: Ldut~ I 619-398-3800 .r ote Otl/10/H ,{. --z I 11ilvs ROO T BARRIER NOT E: 11h _JO~' t OFCAl\f PLANNING ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, OWN BY: JA I L~~~~<i:o~2'.3 I DRAWING NO. BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL WVWV.HED.DESIGN DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY: MH RECEIVE A 1 O' LENGTH OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER REVISION DESCRIPTION 550-5L SHALL ENCIRCLE THE ROOT BAU. DESIGNER OF WORK O"IHER APPROVAL QTY APPROVAL RV'M> BY: CE~2Q2~-QQ:l 25 2023-HA042-003 ©2022 [,mlrotlon Dote:1? 111 /o, SHEET 7 OF ...35..SHEETS RECYCLED WATER CONNECTION NOTE DIG -~RT PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF All OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL BE COMPLETED AND VERIFIED THAT THEY ARE INADEQUATE WORKING CONDITION PER CMWD STANDARDS AND REGULATIONS AND DEHQ REGULATIONS .,. __ ... ____ -----~ RECYCLED WATER COLOR NOTES: ---------------T.W. DIAL TOLL FREE RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND IRRIGATION COMPONENTS SHALL BE PVRPt.E IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS ' 1-800-422-4133 2 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA R OOT BARRIER N OTE : ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BAU. IRRIGATION PRESSURE CALCULATION Generated: 2024-05-06 12:04 P .O.C. NUMBER: 01 Water Source Information: EXISTING RECYCLED FLOW AVAILABLE Water Meter S ize: 1" Flow Available 37.5 GPM PRESSURE AVAILABLE Static Pressure at POC: 85 PSI Elevation Change: 5.00 ft Service Line S ize: 4 " Length of Service Line: 20 ft Pressure Available:83 PSI DESIGN ANALYSIS Maximum Station Flow : F low Available at POC: Residual Flow Available: Critical Station: A10 18.41 GPM 37.5 GPM 19.09 GPM Design Pressure: 30 PSI Friction Loss: 0 .58 PSI Fittings Loss: 0 .06 PSI Elevation Loss: O PSI Loss through Valve: 11 .7 PSI Pressure Req. at Critical Station: Loss for Fittings: 0 .32 PSI Loss for Main Line: 3 .1 9 PSI Loss for POC to Valve Elevation: Loss for Backflow: 11.0 PSI Loss for Master Valve: 3 PSI Loss for Water Meter: 1.88 PSI Critical Station Pressure at POC: Pressure Available:83 PSI 42.3 PSI 0 PSI 61.7 PSI Residual Pressure Available: 21.3 PSI 1--IED 350 Camino De La Reina Suite 510 San Diego, CA 92108 619-398-3800 WVI/W.HED.DESIGN \..,,_NOSCAPt <S'il",i. >''E8£11,~~:.'\s>c .p~ <9. -s-, ti V' ~ .:; ,,. ., ./J ~ • . ,:.....> ... Signoture * Ren Oote IZ/31/ZS ) ,.s, ote OS/10/ts ,{. ,:, ~' rt o,-c,c,f ESTABLISHMENT IRRIGATION SCHEDULE Project Name: 5801 Van Al len Way Cycles Per Day: 1 Meter Number: #1 Controller Letter: "A" Days Per Week 7 Evapotranspiration Rates: Irrigation Efficiency(%): Eto Historical: 47 Rotors: 0.73 Winter Spring Summer Fall Spray Heads: 0.71 Eto Per Day 0.08 0.15 0.23 0.13 Bubbler Heads: 0.77 Eto Per Season 6.8 13.7 18.9 11.8 Drip Line: 0.81 Drip Emitter: 0.81 Run Times (Minutes per Day)= (60 x Eto x PF)/ (PR x IE) x (RD)/ C Stream Rotary: 0.73 Eto = Daily Eva potranspiration Rate Micro Sprav: 0.75 IE= Irrigation Efficiency PR = Precipitation Rate (Inches per Hour) Precipitation Rate (in/hr) RD = Run days (Seasonal Total) Rotors: 0.45 C = Cycles per Day Spray Heads: 1.6 PF = Plant Factor (Kc) Bubbler Heads: 1.8 60 = Conversion to minute Drip Line: 0.64 Drip Emitter: 0.4 Stream Rotary: 0.45 Micro Spray: 0.61 Valve Planting Irrigation Type Kc PR IE Winter Spring Summer Fall Quantity (Dec, Jan, Feb) (Mar, Apr, May) (Jun, Jul, Aug) (Sep, Oct, Nov) 11 Shrub Drip Line 0.3 0.64 0.81 6 9 11 8 Min. per Day 4 Shrub Drip Line 0.5 0.64 0.81 8 12 17 11 Min. per Day 3 Shrub Rotary 0.5 0.45 0.73 11 17 25 15 M in. per Day 5 Tree Bubbler 0.5 1.8 0.77 5 7 8 6 M in. per Day Total Valves 23 Total Hour Run Times @ 7 Days Per Week 3 4 6 4 Hours per Da\ SEASONA L IRRIGATION SCHED ULE Project Name: 5801 Van Allen Way Cycles Per Day: 1 Meter Number: #1 Controller Letter: "A" Days Per Week 7 Evapotranspiration Rates: Irrigation Efficiency(%): Eto Historical: 47 Rotors: 0.73 Winter Spring Summer Fall Spray Heads: 0.71 Eto Per Day 0.08 0.15 0.21 0.13 Bubbler Heads: 0.77 Eto Per Season 6.8 13.7 18.9 11.8 Drip Line: 0.81 Drip Emitter: 0.81 Run Times (Minutes per Day) = (60 x Eto x PF)/ (PR x IE) x (RD)/ C Stream Rotary: 0.73 Eto = Daily Evapotransplration Rate Micro Spray: 0.75 IE = Irrigation Efficiency PR= Precipitation Rat e {Inches per Hour) Precipitation Rate (In/hr) RD = Run days (Seasonal Total) Rotors: 0.45 C = Cycles per Day Spray Heads: 1.6 PF = Plant Factor (Kc) Bubbler Heads : 1.8 60 = Conversion to minute Drip Line: 0.64 Drip Emitter: 0.4 Stream Rotary: 0.45 Micro Spray: 0.61 Valve Planting Irrigation Type Kc PR IE Winter Spring Summer Fall Quantitv (Dec, Jan, Feb) (Mar, Apr, May) (Jun, Jul, Aug) (Sep, Oct, Nov) 11 Shrub Drip Li ne 0.3 0.64 0.81 3 6 8 5 Min. per Day 4 Shrub Drip Line 0.5 0.64 0.81 5 9 13 8 Min. per Day 3 Shrub Rotary 0.5 0 .45 0.73 8 14 20 12 Min. per Day 5 Tree Bubbler 0.5 1.8 0.77 2 4 5 3 Min. Per Day Total Va lves 23 Total Hour Run Times @ 7 Days Per Week 2 3 4 3 Hours per Da, IRRIGATION SCHEDULE NOTES 1. THE TIME PERIOD WHEN OVERHEAD IRRIGATION WILL BE SCHEDULED AND CONFIRM APPROVED FOR /RR/GA TION AND THAT NO OVERHEAD IRRIGATION SHALL BE USED BETWEEN 10:00 AM. AND 6:00 P.M. PLANTING ONLY, INCLUDING PRECISE 2. IRRIGATION SYSTEMS SHALL BE SCHEDULED FOR USE BETWEEN THE HOURS OF 6:00 P.M. LOCATION OF PLANTING AREA . AND 10:00 AM. 3. THE Eto DATA OF 47.0 RELIED ON TO DEVELOP THE IRRIGATION SCHEDULE, WAS II AS BUILT " OBTAINED FROM TH E CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) FORM. 4. THE CONTROLLER IS EQUIPPED WITH A RAIN BIRD "ET' MANAGER CARTRIDGE AND FLOW SENSING MODULE. 5. ALL SPRAY SYSTEM CONTROL VALVES ARE INSTALLED WITH PRESSURE REGULATION RCE EXP. DATE DEVICE WITH NUMBERED DIAL SETTINGS. ALL DRIP CONTROL VALVES ARE INSTALLED REVIE'JED BY• WITH ADDITIONAL 200 MESH FILTRATION AND 40 PSI PRESET PR!t!tSIJ~ R'tGULAfi!>Rsbmittal SU ITABLE FOR THE INLINE DRIP TUBING. 04/07/25 JA City Submittal 05/22/25 JA City Submittal INSPECTOR DATE If\ I SHSET 11 CITY OF CARLS BAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PAR KING STA LL ADJUSTM ENT LOT 75 RECYCLED WATER IRRIGATION NOTES I APPROVED: PLANNING Ctffeu6~ ' 1/~[-z., I OWN BY: JA DATE INITIAL Lt~~lf2~~0~~!3 DATE INITIAL DATE INITIAL CHKO BY: MH REVISION DESCRIPTION 2023-HA042-003 ©2022 E,...lrotlon Dote:l2i lU2~ DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWO BY: I DEV2Q24-QQ125 I ORA'MNG NO. 550-S L SHEET 8 OF..l5...SHEETS IRRIGATION INSTALLATION NOT ES: A. THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS AS REQUIRED. B. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY AND ALL DAMAGES TO OPERATIONS OR WORK OF OTHER CONTRACTORS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ACTIVITIES WITH ALL AGENCIES AND OTHER TRADES. C. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENT INTO ADJACENT PROPERTY, R.O.W.'S, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 0 . IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL REPAIR OR REPLACE, AT NO ADDITIONAL COST TO THE OWNER, ANY DAMAGE TO UNDERGROUND UTILITIES THAT MAY OCCUR. E. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING PLANS BEFORE BEGINNING WORK. F. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS ANO DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO PROJECT LANDSCAPE ARCHITECT FOR DIRECTION. ANY CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. G. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES ANO SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE PROJECT LANDSCAPE ARCHITECT FOR DIRECTION. H. BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CITY'S PUBLIC WORKS INSPECTOR, LANDSCAPE ARCHITECT AND THE CONTRACTOR, REGARDING GENERAL REQUIREMENTS OF THIS WORK. 1. INSTALL ALL IRRIGATION COMPONENTS ACCORDING TO LOCAL CODES AND ORDINANCES. J. THE IRRIGATION WATER METER IS TO BE PROVIDED BY THE OWNER UNLESS SHOWN OTHERWISE ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL IRRIGATION EQUIPMENT DOWNSTREAM OF THE POINT OF CONNECTION (P.O.C.) AT THE IRRIGATION WATER METER. K. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. L. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS (INCLUDING EXISTING ANO/OR NEW PLANT MATERIAL), GRADE DIFFERENCES OR DIFFERENCES IN THE AREA'S DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO TH E ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. M. THE WORK SHOWN ON THESE PLANS IS DIAGRAMMATIC; ALL ITEMS, I.E. CONTROLLERS, VALVES, MAINLINES, SLEEVES, WIRES, IRRIGATION HEADS, ETC. ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. DO NOT SCALE DIMENSIONS. DETAIL DRAWINGS MAY CLARIFY LOCATIONS OF SOME ITEMS. THE CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN CONFLICT WITH UNDERGROUND UTILITIES, STRUCTURES, OTHER IMPROVEMENTS, OR VEHICULAR OR PEDESTRIAN SAFETY CONSIOERA TIONS. N. CONTROLLER LOCATIONS ARE APPROXIMATE. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND THE BACKFLOW DEVICE SHALL BE APPROVED BY THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 0 . ALL CONSTANT PRESSURE LINES SHALL BE TESTED FOR 4 HOURS UNDER A HYDROSTATIC PRESSURE OF 125 POUNDS PER SQUARE INCH AND BE PROVEN WATERTIGHT. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR HYDROSTATIC TESTS. HYDROSTATIC TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE LANDSCAPE ARCHITECT, CITY PUBLIC WORKS INSPECTOR OR, IF APPROVED BY LANDSCAPE ARCHITECT, CONTRACTOR MAY E-MAIL DIGITAL PHOTOGRAPHS OF THE PRESSURE GAUGE TO THE LANDSCAPE ARCHITECT AT BEGINNING AND END OF TEST PERIOD. P. 120-VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED PER THE ELECTRICAL ENGINEER'S PLANS AND SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. Q. 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. R. BACKFLOW DEVICE SHALL BE INSTALLED IN GROUND COVER AREA WHEREVER POSSIBLE. FINAL LOCATION SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND MAY VARY FROM THAT INDICATED ON THE DRAWINGS. S. QUICK COUPLER VALVES, CONTROL VALVES, AND SHUT-OFF VALVES SHALL BE INSTALLED IN GROUND COVER AREAS WHEREVER POSSIBLE. T. PIPING ANO WIRE CONDUIT PENETRATIONS THROUGH WALLS AND INSTALLATION EQUIPMENT UNDER PAVING SHALL BE INSTALLED IN SCH 40 PVC SLEEVES, AS CALLED OUT ON PLANS, OR AS PER LOCAL CODES AND MUST BE COORDINATED WITH THE GENERAL CONTRACTOR ANO CONTRACTORS OF ALL VARIOUS TRADES THAT MAY BE INVOLVED TO ELIMINATE PROBLEMS THAT MAY ARISE FROM INACCESSIBILITY OR DAMAGE TO ANOTHER TRADE'S WORK. PIPING AND WIRE CONDUIT PENETRATIONS THROUGH EXISTING WALLS SHALL BE CORE DRILLED AND SLEEVED PER ABOVE, UNLESS AN EXISTING SLEEVE IS AVAI LABLE FOR RE-USE WHICH WILL NOT SIGNIFICANTLY AFFECT THE SYSTEM DESIGN. u. USE CHECK VALVES AS REQUIRED TO ELIMINATE LOW HEAD DRAINAGE. V. TH E CONTRACTOR SHALL INSTALL KBI SERIES ANTI-DRAIN VALVES ON ALL LATERALS IN AREAS WHERE SLOPE OF GRADE EXCEEDS 4:1, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION OCCURS, OR AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. w. THE CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF PLANT MATERIAL. AT NO TIME SHALL THE CONTRACTOR APPLY WATER AT A RATE OF FREQUENCY WHICH CAUSES RUNOFF OR OVER-SATURATION OF THE SOIL. RECYCLED WATE R CONNECTION NOTE IRRIGATION GENERAL NOTES 19. CONTRACTOR SHALL VERIFY STATIC WATER PRESSURE AT POINT OF CONNECTION PRIOR TO INSTALLING IRRIGATION SYSTEM. SHOULD STATIC WATER PRESSURE BE LESS THAN 65 PSI CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR INSTRUCTIONS PRIOR TO X. THE CONTRACTOR SHALL FLUSH ANO ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO ADJACENT PAVING, WALLS OR OTHER 1_ HARDSCAPE ELEMENTS TO THE EXTENT POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND ADJUSTING THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING FLOW FOR EACH SYSTEM. Y. WHEN RADIUS OF SPRINKLER HEADS AS REQUIRED FOR PROPER COVERAGE IS LESS THAN 2_ RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A PRESSURE COMPENSATING SCREEN (PCS) FOR LOW FLOW AND RADIUS CONTROL. Z. USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN SPRAYS OVER ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS. ADJUSTABLE ARC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE 3_ NOZZLE BEING REPLACED. AA. NO OVERSPRAY OR LOW HEAD DRAINAGE SHALL BE ALLOWED. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATI ONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS ANO THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR IRRIGATION PLANS ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE ARE TO BE INSTALLED IN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HAROSCAPE. THE IRRIGATION CONTRACTOR SHALL ENSURE NO OVERSPRAY ONTO HARDSCAPE, STREETS, WALLS OR ANY OTHER HARDSCAPE / STRUCTURE. MAINLINE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, ACTUAL MAINLIN E LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. ' PRECEDING WITH INSTALLATION. 20. CONTRACTOR SHALL VERIFY LOCATIONS OF AUTOMATIC CONTROLLERS EXISTING MAINS, LATERALS, SLEEVES ANO CONTROL WIRING STUB-OUTS PRIOR TO CONSTRUCTION. 21. CONTRACTOR SHALL SAVE EXISTING IRRIGATION LATERAL LINES WHERE APPROPRIATE, AND SHALL PRESSURE TEST THESE LI NES PER THE SPECIFICATIONS. 22. REMOTE CONTROL VALVES SHALL BE LOCATED OTHERWISE. EXISTING IRRIGATION NOTES IN NON TURF AREAS UNLESS NOTED 4. OVERHEAD IRRIGATION SHALL NOT BE PERMITTED WITHIN 24 AB. WHEN VERTICAL OBSTRUCTIONS (LIGHT POLES, FIRE HYDRANTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE 5_ OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE INCHES OF ANY ABSOLUTELY NO A. THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH TH E EXISTING IRRIGATION ANO PLANTING ON THE PROPERTY. ANY DAMAGE OR ADJUSTMENTS REQUIRED INCLUDING REPLACING OR RELOCATING IRRIGATION LINES, HEADS, VALVES, WIRES OR UTILITY THAT OCCURS ON TH E PAREL DUE TO THE CONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF TH E CONTRACTOR AND SHALL BE PREFORMED AT NO ADDITIONAL COST TO THE OWNER. THE OWNERS REPRESENTATIVE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO COMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNERS AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANY DISCREPANCIES. NON-PERMEABLE SURFACE, (PER STATE ORDINANCE AB 1881 .) OVERSPRAY OR LOW HEAD DRAINAGE IS ALLOWED. AT NO ADDITIONAL COST TO THE OWNER. AC. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE 6_ APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE IMMEDIATELY UPON REJECTION. IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ONLY CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL PIPING ANO WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MIN IMUM 2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING. B. THE EXISTING CONTROLLER SHALL BE UTILIZED FOR THIS PROJECT IT IS CURRENTLY A RAIN BIRD ICA-RB3-36 /SP/ IQ-GPRS -1 YR/ RSE / IFC-150C IN A STAINLESS STEEL ENCLOSURE, IDENTIFIED ON PLANS AS CONTROLLER A. DURING CONSTRUCTION THE CONTROLLER SHALL REMAIN OPERATIONAL ANO THE EXISTING SCHEDULE, DAYS AND RUNTIMES SHALL BE RECORDED AND PROVIDED TO THE LANDSCAPE ARCHITECT AS A SHOP DRAWING FOR REFERENCE. ONCE THIS IS PROVIDED THE CONTRACTOR MAY TURN OR VALVES BEING RETROFITTED FOR THIS PROJECT MANUALLY AT MANIFOLDS VIA BALUGATE VALVE OR VIA THE CONTROLLER. THE CONTRACTOR SHALL BE REPSONSIBL Y FOR ANY PLANT MATERIAL THAT IS DEEMED DEAD FROM THE SHUT OFF OF ANY IRRIGATION. AD. ALL ELECTRICAL CONTROL WIRE SHALL BE DIRECT BURIAL, #14 UL APPROVED, IN AN 18" 7. DEEP TRENCH, INSTALLED UNDERNEATH THE MAINLIN E PIPE WHEN RUN IN THE SAME TRENCH. WIRE CONNECTORS SHALL BE PENTITE OR ORI-SPLICE ONLY. ALL IRRIGATION ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATER/OVERSPRAY ONTO BUILDING OR WIN DOWS. ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. AE. ALL AUTOMATIC CONTROLLER PROGRAMS MUST BE SET TO OPERATE BETWEEN THE HOURS OF 10 P.M. AND 6 A.M . AF. THE ENTIRE SPRINKLER SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING THE SETTLING OF BACKFILLED AREAS AND TRENCHES FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF 8. TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING AND BUILDINGS FOR DRAWING CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES ANO AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. THE WORK. SHOULD ANY OPERATION DIFFICULTIES IN CONNECTION WITH THE SPRINKLER SYSTEM DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD, WHICH IN THE OPINION OF 9_ THE OWNER MAY BE DUE TO INFERIOR MATERIAL ANO/OR WORKMANSHIP, SAID DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITI ONAL COST. C. EXISTING "AS-BUILT" CONDITIONS OF THE IRRIGATION SYSTEM ARE NOT AVALIABLE. AS SUCH TH IS DRAWING IS DIAGRAMMATIC AN D EXACT LOCATION OF THE EXISTING MAINLINE, LATERALS AND VALVE CIRCUITS MIGHT NOT BE PER THE DIAGRAMMATIC LOCATION INDICATED ON THE PLANS. THE CONTRACTOR IS TO VERIFY EXISTING CONDITIONS SUCH AS LATERAL AND MAINLINE SIZES AND CONFIRM WIRES ARE IN TACT PRIOR TO THE START OF ANY WORK. ANY DISCREPANCIES SHALL BE BOUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT CONTROLLER LOCATION SHOWN ON THIS DRAWING IS APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE CONTROLLER LOCATION FOR REVIEW ANO APPROVAL D. BY THE OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL CONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLER AND ALL WIRE CONNECTIONS FROM ALL VALVES ANO APPURTENANCE VALVES TO TERMINAL STRIP. REFER TO ELECTRICAL ENGINEER'S DRAWING'S FOR POWER SOURCE. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND REGULATIONS. FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE E. CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. DUE TO THE NATURE OF THIS PROJECT, EXISTING IRRIGATION COMPONENTS WILL HAVE TO BE RETROFITTED AND ADJUSTED "IN THE FIELD". THE INTENT OF THESE DRAWINGS IS TO MAINTAIN HEAD TO HEAD COVERAGE OR FULL DRIP COVERRAGE OF THE RETROFITTED SHRUB AREAS. IT IS EXPECTED THAT THE FINAL LAYOUT AND RETROFIT MIGHT NOT BE EXACTLY WHAT IS SHOWN ON THESE PLANS. ALL CHANGES SHALL BE DOCUMENTED IN AS BUil TS' SCALED DRAWINGS ANO PROVIDED TO THE OWNER ANO LANDSCAPE ARCHITECT PER SPECS. NO DRIP SYSTEMS SHALL HAVE SPRAY COMPONENTS ADDED AND VISA VERSA. AG. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL TH E WORK IS ACCEPTED IN WRITING BY THE OWNER. AH. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE CONTRACTOR SHALL VERIFY WATER PRESSURE IN THE FIELD PRIOR TO CONSTRUCTION TO DETERMINE IF IT IS SUFFICIENT TO OPERATE SYSTEMS AS DESIGNED. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS THE EXISTING CONTROLLER IS CONNECTED TO ETHERNET AND TO ALL NECESSARY SENSORS FIELD VERIFY THAT THEY ARE ALL WORKING CORRECTLY. SUCH AS BUT NOT LIMITED TO RAIN SENSOR, MASTER VALVE, FLOW SENSOR AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE 10_ PROJECT LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. F. SEE THE POC NOTES FOR THE WATER PRESSURE READING AT EACH BACKFLOW, IT WAS ALSO NOTED THAT ALL BACKFLOWS WERE CURRENTLY TURNED OFF AT EACH LOCATION, THE CONTRACTOR SHALL VERIFY PRIOR TO COMPLETION THAT THESE ARE TURNED BACK ON AND COMPLETE A CHECK TO VERIFY THERE ARE NO LEAKS TO THE CURRENT SYSTEM. ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE ANO ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATI ON AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE G. OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT Al. AFTER INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT AND CITY PUBLIC WORKS INSPECTOR TO DETERMINE IF THE IRRIGATION COVERAGE FOR PLANTING AREAS IS ADEQUATE AND COMPLETE. FURNISH ALL MATERIALS ANO PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR BECAUSE DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS WERE NOT BROUGHT TO TH E ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. AJ. SUBSURFACE DRIP IRRIGATION INSTALLATION GUIDELINES: AJ.A. THE TYPICAL RECOMMENDED PIPE DEPTH FOR THE DRIPLI NE IS 4" BELOW FINISH GRADE. AJ .B. FOR TURF AREAS WHERE AERIFICATION IS A PART OF NORMAL MAINTENANCE OPERATIONS, TUBING MUST BE BURIED BELOW THE REACH OF AERIFICATION EQU IPMENT. AJ.C. USE NETAFIM COMPRESSION FITTINGS FOR ALL ORI PLINE CONNECTIONS TO ENSURE TH E INTEGRITY OF THE CONNECTION. AJ .O. IT IS IMPERATIVE THAT NETIFIM ORIPLINE IS INSTALLED AT A UNIFORM DEPTH AND WITH ACCORDING TO MANUFACTURER'S SPECIFICATIONS. AK. ORIPLINE CAN BE INSTALLED USING ONE OF THE FOLLOWING METHODS: AK.A. HAND TRENCHING OR BACKFILLING: THE ADVANTAGES TO THIS METHODS ARE; A) HANDLES SERERE SLOPES CONFINED AREAS, B) UNIFORM DEPTH. AK.B. OSCILLATING O VIBRATING PLOW (CABLE OR PIPE PULLING TYPE). ADVANTAGES TO THIS METHODS ARE; A) FAST IN SMALL TO MEDIUM INSTALLATIONS, B) MINIMAL GROUND DISTURBANCE, C) NO NEED TO BACKFILL THE TRENCH. AK.C. TRENCHING MACHINE. THE ADVANTAGES TO TH IS METHODS ARE; A)FASTER THAN HAND TRENCHING, B) MAY USE 1" BLADE FOR MOST INSTALLATIONS, C) UNIFORM DEPTH. AK.D. TRACTOR-MOUNTED 3-POINT HITCH INSERTION IMPLEMENT. THE ADVANTAGES TO THIS METHODS ARE ; A) FASTEST METHOD UP TO FOUR LOW ATTACHMENTS WITH REELS, B) PACKER ROLLER COMPACTS SOIL OVER PIPE. NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY H. OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF HAROSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. 11. BACKFLOW PREVENTER LOCATION SHOWN ON THIS DRAWING ARE APPROXIMATE. THE 1. LANDSCAPE CONTRACTOR SHALL STAKE OUT THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW ANO APPROVAL BY OWNER, LANDSCAPE ARCHITECT AND CITY'S PUBLI C WORKS INSPECTOR PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION AND EXACT POSITIONING OF BACKFLOW PREVENTER AND ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF THE BACKFLOW PREVENTER, ANO ALL IRRIGATION APPURTENANCE AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE J. INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE. 12. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES ANO SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES K. ANO SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS ANO ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE 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 AND THE RECYCLED WATER SITE SUPERVISOR FOR THE EXISTING SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL. 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 OR DRIP COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNERS REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 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 FIELD VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK ANO AGAIN PRIOR TO COMMENCING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S REPRESENTATIVE. 13. 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 L. 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 ANO HAROSCAPE CONSTRUCTION. OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILI TY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. M. EXISTING IRRIGATION IN THIS AREA SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AN D KE MA 14. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM TO MEET THE NEW LANDSCAPE SHALL BE RESPONSIBLE TO COMPLY WITH, CITY, COUNTY AND STATE REQUIREMENTS FOR CONDITION IF NECESSARY. BOTH EQUIPMENT AND INSTALLATION. N. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE ORIPLINE OF 15. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG EXISTING TREES. NO MECHANICAL TRENCHING WITHIN THE ORIPLINE OF THE EXISTING TREE ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL WILL BE ALLOWED. WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING SPARE WIRES AT BOTH ENOS. TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE TRENCHES. DO NOT CUT ROOTS OVER 1" IN DIAMETER. ALL CUTS SHALL BE CLEAN AND SHARP. IF TRENCHING IS 16. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE REQUIRED THE CONTRACTOR SHALL HAND DIG TRENCHES TAKING CARE OF DAMAGED CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. HED ROOTS. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND WITH SOIL. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. 0. EXISTING MAINLINE POC SEQUENCE AND MAINLINE LOCATION, CONNECT TEMPORARY 17. FIELD ADJUST ALL SPRINKLERS TO ELIMINATE OVERSPRAY ONTO SIDEWALKS AND POTABLE HI LINE CONNECTION FROM FIRE HYDRANT TO MAINLINE, FIELD VERIFY EXACT DRIVEWAYS. VALVE AND MAINLIN E LOCATION 11/14/24 JA City Submittal 18. TEMPORARY IRRIGATION VALVES ARE TO BE TURNED OFF AFTER VEGETATION IS p EXISTING CONTROLLER 'A' LOCATION PROTECT IN PLACE 04/07/25 JA City Submittal ESTABLISHED REFER TO LEGEND AND PLAN TO SEE EFFECTED VALVES 05/22/25 JA City Submittal R\ PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF ALL OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL DIGM£~RT BE COMPLETED ANO VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDITION PER CMWO STANDARDS AND REGULATIONS AND DEHQ REGULATIONS 1--IED ~------------· ~,>OSCAPt -------~\ -----RECYCLED WATER COLOR NOTES: r.• DIAL TOLL FREE \, ~-1\ ~._,<>~,i. 1-1EB•R:~S: C'-s, RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND /RR/GA T/ON COMPONENTS SHALL BE PURPLE IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS I' 1-800 -422-4133 ~ ~ ~,.. ... ,,, lj <" ~ ry ~ "· , c> AT LEAST TWO DAYS 350 Camino De La Reina ~ V A \ BEFORE YOU DIG ,. Suite 510 ~ Signotort * San Diego, CA 92108 Ren Dota 12/31125 J UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 619-398-3800 J' le 0$/1012-¼ ROOT BARRIER NOTE: );,h ~' <OFcAcli ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL WWW.HED.DESIGN DATE INITIAL DATE INITIAL DATE INITIAL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER NO ROOT BARRIER DESIGNER OF WORK REVISION DESCRIPTION 011-tER APPROVAL CITY APPROVAL SHALL ENCIRCLE THE ROOT BALL. 2023-HA042-003 ©2022 F ... lrotlon Dote:'?/"/? APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUI LT" RCE EXP. DATE REVIE..,ED BY• INSPECTOR DATE I I SHgET 11 CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PA R KIN G STA LL ADJUSTMENT LOT 75 RECYCLED WATER IRRIGATION CALCS APPROVED: /4 /) ,M,( ,/2 1~hf~u,/' 1 Li:t/M" PLANNING I, - OWN BY: JA I Lt~~~~<l~o~~~ I DRAWING NO. CHKD BY: MH RVWD BY: DEV2Q24-QQ125 550-SL SHEET 9 OFA SHEETS RECYCLED WATER CONNECTION NOTE PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF All OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL BE COMPLETED AND VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDITION PER CMWD STANDARDS AND REGULATIONS AND DEHQ REGULATIONS RECYCLED WATER COLOR NOTES: RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND IRRIGATION COMPONENTS SHALL BE PURPLE IN COLOR PER CITY DF CARLSBAD RECYCLED WATER REQUIREMENTS IRRIGATION WATER AUDIT NOTE: LANDSCAPE CONTRACTOR TO PROVIDE AN IRRIGATION AUDIT, IN COMPLIANCE WITH THE STATE OF CALIFORNIA LANDSCAPE WATER MANAGEMENT PROGRAM, SHALL BE PERFORMED BY A CERTIFIED IRRIGATION AUDITOR, OTHER THAN THE DESIGNER OR INSTALLER, PRIOR TO TURNOVER OF PROJECT AND EVERY 5 YEARS THEREAFTER A SCHEDULE SHALL BE ESTABLISHED AND SUBMITTED TO THE CITY OF AT LEAST ONCE EVERY FIVE YEARS AS REQUIRED BY THE CITY. THE REGULAR MAINTENANCE SCHEDULE COUPLED WITH THE AUDITS SHOULD HELP TO MAINTAIN THE IRRIGATION EFFICIENCY AS INTENDED IN THE DESIGN. IRRIGATION SYSTEM SHALL BE TESTED AND MAINTAINED ON A MONTHLY BASIS BY THE MAINTENANCE STAFF. AT A MINIMUM, AUDITS SHALL BE IN ACCORDANCE WITH THE LATEST STATE OF CALIFORNIA LANDSCAPE WATER MANAGEMENT PROGRAM AS DESCRIBED IN THE LATEST LANDSCAPE IRRIGATION AUDITOR HANDBOOK, PREPARED FOR THE CALIFORNIA DEPARTMENT OF WATER RESOURCES, WATER CONSERVATION OFFICE, THE ENTIRE DOCUMENT, WHICH IS HEREBY INCORPORATED BY REFERENCE. THE SCHEDULE SHALL PROVIDE FOR LANDSCAPE IRRIGATION AUDITS TO BE CONDUCTED BY A QUALIFIED INDIVIDUAL, OTHER THAN THE DESIGNER OR INSTALLER, AS DETERMINED BY THE DIRECTOR AT LEAST ONCE EVERY FIVE YEARS IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY. IRRIGATION CONSTRUCTION NOTES 1. TRENCHING IN VICINITY OF EXISTING TREES WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS OVER 1" IN DIAMETER. ALL CUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING IS REQUIRED, THE CONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL. 2. BUILDING IRRIGATION OFFSET NOTE: ALL IRRIGATION (SPRAY OR DRIP) ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATER/ OVERSPRAY ONTO BUILDING OR WINDOWS. 3. PERIMETER IRRIGATION NOTE: ALL ADJACENT SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION . NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEMS EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEMS AS REQUIRED. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE WITH NO PONDING, RUNOFF, OR OVER-SPRAY IN ALL AREAS. SYSTEM LAYOUT SHALL APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH TH E OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND COMMENCING WORK. 4. REMOVAL AND DISPOSAL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. DJ i'""' -~RT 1-,ED ------------ "\ -, • ---D~C TOLL FREE • 1-800-422 -4133 lj AT LEAST lWO OAYS 350 Camino De La Reina BEFORE YOU OIG Suite 510 San Diego, CA 92108 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 619-398-3800 ROOT BARRIER N O T E: ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL WWW.HED.DESIGN RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL 2023-HA042-003 IRRIGATION SY STEM MAINTENANCE SCHEDULE MAINTENANCE OF THE IRRIGATION SYSTEM IS A NECESSARY AND CONTINUING PROCESS INVOLVING MONITORING, ADJUSTMENT AND REPAIR REPAIRS CAN BE MINIMIZED BY INSTITUTING A MAINTENANCE PROGRAM . SOME IRRIGATION SYSTEM MAINTENANCE ACTIVITIES NEED TO BE DONE AT REGULAR PERIODIC INTERVALS. OTHERS PERFORMED ON A NORMAL BASIS. WEEKLY • TRIM FOLIAGE FROM AROUND SPRINKLER HEADS AS NECESSARY TO AVOID SPRAY BLOCKAGE. • BRIEFLY ACTIVATE EACH CONTROL VALVE AND OBSERVE SPRINKLERS FOR PROPER COVERAGE AND OPERATION AND MISALIGNED BY MOVING OPERATIONS. • CHECK FOR IRRIGATION OVER SPRAY OR RUNOFF AND CORRECT AS NEEDED. *CHECK ALL DRIP LI NES FOR CLOGGED EMITTERS AND CLEAN OR REPLACE AS NEEDED. MONTHLY * ADJUST PROGRAMMING OF THE AUTOMATIC IRRIGATION CONTROLLER(S) BASED ON OBSERVED FIELD CONDITIONS. * CHECK THE SOIL MOISTURE WITH AN AUGER AND EVALUATE WITH REGARD TO DURATION AND FREQUENCY OF THE IRRIGATION CYCLES. FINE TUNE SYSTEMS WEEKLY OR BIWEEKLY AND MAKE CORRECTIONS AS NECESSARY. KEEP RECORDS OF ALL INFORMATION. MAINTAIN PET COCKS OF VALVE IN GOOD OPERATIONAL CONDITION, PET COCKS SHALL BE ONLY "FINGER TIGHT" WHEN IN THE CLOSED POSITION. • CONTROLLER OPERATION: CHECK FIELD VALVES FOR SEQUENCING, TIMING, ACCURACY, AND GENERAL FUNCTION AT THE BEGINNING OF EACH WATERING SEASON. * WALK AND CHECK ALL ON GRADE PIPE, CHECK FOR BREAKS OR LEAKS, CHECK STAKING AND POSITION OF All PIPE AND SPRINKLER HEADS INSTALLED ON SLOPE. 'FLUSH ALL DRIP SYSTEM LATERAL LINES AT EACH END OF DRIP ZONES. * CHECK AND CLEAN ALL DRIP REMOTE CONTROL BASKET FILTERS. CONTINUALLY 'CLEAN SOIL AND DEBRIS FROM SPRINKLER BODIES, NOZZLES AND DRIP SYSTEMS TO ENSURE PROPER WATER DISCHARGE . * STRAIGHTEN SPRINKLERS AND ADJUST NOZZLES TO INSURE PROPER WATER DISCHARGE. * MAINTAIN ALL SPRINKLERS IN GOOD OPERATING ORDER, INCLUDING PROPER COVERAGE ADJUSTMENTS. REPAIR OR REPLACE SPRINKLERS AS NEEDED. • MAINTAIN ELECTRIC CONTROL VALVE BOXES FREE OF DIRT AND DEBRIS. * ADJUST WATER APPLICATIONS ACCORDING TO CHANGES IN THE WEATHER. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE RESULTING FROM EITHER OVER OR UNDER-WATERING. AS NEEDED • EXTEND THE HEIGHT OF SPRINKLERS AS NECESSARY IN SHRUB AREAS TO AVOID INTERFERENCE FROM ADJACENT FOLIAGE. • THE STAFF SHALL REPAIR OR REPLACE ANY DAMAGED OR MALFUNCTIONING EQUIPMENT WITHIN ONE WEEK OF DETECTION. •TURNOFF CONTROLLERS TEMPORARILY DURING PERIODS OF RAINFALL. EQUIPMENT REPLACEMENT • REPLACE ANY IRRIGATION VALVES, SPRINKLERS, DRIP LINE OR OTHER COMPONENTS WITH REPLACEMENT OF THE EXACT TYPE, GPM AND MANUFACTURE AS CALLED FOR IN THE ORIGINAL IRRIGATION PLANS. MAJOR REPAIRS • WHERE CONDITIONS DEVELOP WHICH CAN NOT BE HANDLED BY ROUTINE MAINTENANCE, THEY SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER. • ALL DAMAGE NOT RESULTING FROM CONTRACTOR'S ACTIVITIES OR NEGLIGENCE SHOULD BE BROUGHT TO THE OWNER'S ATTENTION. • DURING TIMES WHEN THE WATER SUPPLY IS CUT OFF OR THE IRRIGATION SYSTEM IS OTHERWISE INOPERABLE, THE LANDSCAPE SHOULD BE CAREFULLY MONITORED FOR SIGNS OF WATER STRESS. START A HAND WATERING PROGRAM IMMEDIATELY FOR ALL STRESSED LANDSCAPES. NOTIFY OWNER IN WRITING IF THIS OCCURS. LANDSCAPE IRRIGATION AUDIT SCHEDULE • LANDSCAPE IRRIGATION AUDITS SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE OF CALIFORNIA WATER MANAGEMENT PROGRAM AS DESCRIBED IN THE "LANDSCAPE IRRIGATION AUDITOR HANDBOOK". • AUDITS SHALL BE CONDUCTED BY CERTIFIED LANDSCAPE IRRIGATION AUDITOR • THE FIRST LANDSCAPE IRRIGATION AUDIT SHALL BE PERFORMED PRIOR TO ACCEPTANCE AND SHALL BE REPEATED EVERY FIVE YEARS THEREAFTER. KEEPING OF RECORDS * THE CONTRACTOR SHALL KEEP PERMANENT RECORDS OF ALL PERFORMED MAINTENANCE TASKS. * RECORD ALL WATER USAGE AND CHANGES IN THE CONTROLLER TIMING, INCLUDING OFF TIMES DURING RAINFALL. * RECORD ALL ACTIVITIES PERFORMED DURING THE QUARTERLY REVIEW. • RECORD ALL PROPOSED AND EXECUTED REPAIRS. * RECORD ALL TIMES WHEN THE IRRIGATION SYSTEMS ARE NOT OPERABLE. • RECORD ALL PERFORMED IRRIGATION AUDITS. A\ \.~t<OSCA!>t ~,._<:>~ ,<'£B£:RR~/-P<',s-~ + &y ,,./' ~ u. i <o ...J -V_> ~ ~ Si9notvre * Ren Cote 12/31125 .S-Ole 04/'t0/2.~. ;-_,,}-. ~~, t 0,-CM.'' OAlE INITIAL GUIDELINES FOR RECYCLED WATER USE 1. THE FOLLOWING GUIDELINES ARE INTENDED TO PROVIDE THE BASIC PARAMETERS FOR THE USE OF RECLAIMED WATER IN LANDSCAPE IRRIGATION. TO OPERATE YOUR SYSTEM IN COMPLIANCE WITH TH ESE GUIDELINES YOU MUST: 2. IRRIGATE BETWEEN TH E HOURS OF 10:00PM AND 6:00 AM ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 3. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUNOFF POOLING AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL DOCKS , (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 4. ADJUST SPRAY HEADS TO ELIMINATE OVERPAY INTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER FOR EXAMPLE, POOL DECKS, PRIVATE PATIO, STREETS AN SIDEWALKS. 5. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UMBRELLA VALVES, ETC, SHOULD BE REPLACED AS SOON AS THEY BECOME APPARENT. 6. EDUCATE ALL MAINTENANCE PERSONNEL, ON A CONTINUOUS BASIS, OF THE PRESENCE OF RECLAIMED WATER, AND THE FACT THAT IT IS NOT APPROVED FOR DRINKING PURPOSES. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THAT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 7. OBTAIN PRIOR APPROVAL FOR ALL PROPOSED CHANGED AND MODIFICATIONS TO ANY ON SITE FACILITIES.SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY , THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 8. FAILURE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES PUTS YOUR SYSTEM IN VIOLATION OF THE DISTRICT'S RULES AND REGULATIONS AND WILL RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPRIATE CONNECTIVE STEPS HAVE BEEN TAKEN. ONSITE RECYCLED AND POTABLE WATER SEPARATION REQUIREMENTS: HORIZONTAL SEPARATIONS: THE PRESSURED RECLAIMED WATER PIPING SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION AT ALL TIMES FROM ALL PORTABLE WATER PIPI NG AND/OR A PARALLEL SANITARY SEWER SYSTEM. IF A 10 FOOT HORIZONTAL SEPARATION IS NOT POSSIBLE, SPECIAL CONSTRUCTION REQUIREMENTS SHALL BE CONSIDERED, REFER TO DISTRICT STANDARDS. COMMON TRENCH CONSTRUCTION IS PROHIBITED. VERTICAL SEPARATIONS: THE PRESSURIZED RECLAIMED WATER PIPING SHALL MAINTAIN A MINIMUM OF ONE FOOT VERTICAL SEPARATION AT ALL TIMES FROM ALL PRESSURIZED POTABLE WATER PIPING AND/OR A SANITARY SEWER SYSTEM THE PRESSURIZED RECLAIMED WATER PIPING SHALL BE INSTALLED ONE FOR BELOW ALL PRESSURIZED POTABLE WATER PIPING ONE FOOT ABOVE ALL SANITARY SEWER SYSTEMS. IF A ONE FOOT VERTICAL SEPARATION IS NOT POSSIBLE, SPECIAL CONSTRUCTION REQUIREMENTS SHALL BE CONSIDERED. REFER TO DISTRICT STANDARDS APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT " RCE EXP. DATE 11/14/24 JA City Submittal REVIE',r,'ED BY• 04/07/25 JA City Submittal 05/22/25 JA City Submittal INSPECTOR DATE l10T II CITY OF CARLS BAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PARKI NG ST A LL ADJUSTMENT LOT 75 RECYCLED WATER IRRIGATION DETAILS I I APPROVED:u/,<dt~ PLANNING 11111z.:;-I OAlE INITIAL OAlE INITIAL OWN BY: JA MH I LP~~~~!o~9~ I DRAWING NO. CHKD BY: DESIGNER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: DEV2Q2~-QQj 25 550-5L ©2022 """"'otlon Oote:ZU.ll tzj SHEET 10 Of ...Ji.SHEETS 300MM (12") MINIMUM frhf s site is I irrigated with a [ RECYCLED WATER :! AGUA RECICLADA ~ DO NOT t:J NO BEBA ..,.___.__DRINK In: EL AUGA CCC wz C:::> L cc 0 g !i'-'1.---1---Agency of Ju isdiction Name _J ~ :::t ;:, <( :::,-><(+-_,__----------'--',,--,...._------',,-----:,,--r---' :El:! I~ 38MM (1 1/2") BORDER TYPICAL ALL AROUND 450MM (18") SERVICE TO BUILDING FROM POTABLE WATER METER s )---t:J'. SERVICE FROM POTABLE WATER METER LEGEND G) 2" COPPER x COPPER UNION © 2"x2"x2" COPPER TEE @ 2" MALExCOPPER ADAPTER @ 2" BALL VALVE WITH HAND LEVER @ TYPE L COPPER @ 2"x 1.5" FIRE HOSE FITTING 0 2" BALL VALVE WITH PADLOCK WING @ 2"x2"x 1" C x C x C TEE @) 3/4' HOSE BIB OR TEST COCK @) 2"x3/4" C x MIPADAPTER NOTES: 1. THE LISTED PIPE AND FITTING ARE INTENDED FOR A 2" WATER SERVICE AND 1" COPPER PIPE AND FITTINGS MAY BE USED FOR WATER SERVICE. 2. THREADED JOINT FITTINGS (NPT) MAY BE USED IN PLACE OF SOLDERED JOINTS SHOWN ON THIS DRAWING. 3. OWNER IS RESPONSIBLE FOR PROVIDING WATER SOURCE TO BYPASS TEE DURING ANNUAL RECYCLED WATER CROSS CONNECTION TESTING. TEMPORARY POTABLE WATER HIGHLINE CONNECTION FIRE HYDRANT METER BACKFLOW I DEVICE STRAINER CHECK VALVE PRESSURE TEST REGULATOR STATION MASTER VALVE BYPASS TEE FOR RECYCLED WATER TESTING TEMPORARY POTABLE WATER HIGHLINE CONN ECTION i (8j MIN .l LEGEND G) MOUNTING SCREW LOCATION © Agency of Jurisdiction Name ONLY IF REQUIRED @ "DO NOT THINK" SIGN, SEE DETAIL ABOVE @ WOOD POST. SEE NOTE 4 @ FINISH GRADE @ CONCRETE NOTES: 1. REFER TO SECTION 15151 OF SPECIFICATIONS. 2. SIGNS SHALL BE MANUFACTURED OF ALUMINUM SHEET, THICKNESS 1.6MM(0.063" OR 18 GAGE). 3. THE SIGN SHALL INCORPORATE A PURPLE BACKGROUND WITH WHITE LETTERS AND SYMBOLS. 4. SIGNS SHALL BE MOUNTED ON A 100MMx100MM (4"x 4") PRESSURE TREATED WOOD POST SET IN CONCRETE. ATTACH THE SIGN TO THE POST USING 6.4MMx38MM ANODIZED LAG SCREWS AND WASHERS (2 EACH). RECYCLED WATER "DO NOT DRINK" SIGN N.T.S. H1-HA1-1 9 RECYCLED WATER CONNECTION NOTE N.T.S. ~----------olt]...__~ DETAIL LEGEND G) HARDSCAPE SURFACE © POTABLE WATER MAINLINE @ RECYCLED WATER IRRIGATION MAINLINE IN SLEEVE NOTES: A. ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN THE 'STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS WATER DISTRICTS RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS ® RW POTABLE MAINLINE CROSSING 5 --------N.T.S PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF ALL OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL .DIG -~RT BE COMPLETED AND VERIFIED THAT THEY ARE INADEQUATE WORKING CONDITION PER CMWD STANDARDS AND REGULATIONS AND DEHQ REGULATIONS -----· .. .. .. .. .. ... ........ ,. .... RECYCLED WATER COLOR NOTES: l M. DIAL TOLL FREE RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND /RR/GA OOH COMPONENrS SHALL BE PURPI.E IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS • 1-800 -422 -4133 ~ AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ROO T BARRIER NOTE : ALL TREES PLANTED WITHIN 5' OF ANY CURB, WAU, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, LITILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 1 O' LENGTH OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. H1-HA-18 N.T.S. 1 • DETAIL LEGEND G) TO ONSITE (PROPOSED) IRRIGATION SYSTEM © TO ONSITE (EXISTING) IRR IGATION SYSTEM @ STUBOUTS SHALL BE VISIBLE AT ALL TIMES, 12" MIN ABOVE EXISTING GRADE @ MAINTAIN 10 FOOT MIN OF SEPERATION BETWEEN EXISTING AND PROPOSED IRRIGATION SYSTEM AT ALL TIMES DURING CONSTRUCTION NOTES: A. CONTRACTOR SHALL SATISFY ALL THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND DRAWINGS PRIOR TO SCHEDULING THE FINAL CONNECTION WITH OTAY WATER DISTRICT B. THE CONTRACTOR SHALL PREFORM FINAL CONNECTION WITH DISTRICT REPRESENTATIVE(S) PRESENT AT THE TIME OF FINAL CONNECTION BETWEEN EXISTING AND PROPOSED IRRIGAITON SYSTEMS 0 RW PIPELINE SEPARATION 4 ------------ N.T.S R\ 1--IED p.~OSCAPe \. . ~""'"f-"' 1<EB!:J?~s/C',,, <t-+, V ..-,,.. " <" 350 Camino De La Reina :; ,,._ J • "> ~ Suite 510 -I< S~noture * San Diego, CA 92108 Ren Dote l2/JJ/2'5 ) 619-398-3800 .S-/': ate os1,012:/4 < 'F: CF CA\. 1fo't WWW.HED.DESIGN DATE INITIAL 2023-HA042-003 ©2022 Evnlrotfon Dote:!ZlIUZ~ DESIGNER OF WORK REVISION DESCRIPTION LEGEND G) FIRE HYDRANT © WATER METER @ APPROVED REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY (SUPPLIED BY CONTRACTOR) @ PURPLE PVC PIPE @ CONCRETE VALVE BOX @ FINISH GRADE OF PLANTER AREA 0 WATER METER LOCATION @ PURPLE PVC PIPE TIE INTO RECYCLED ON SITE IRRIGATION SYSTEM NOTES: 1. USER MUST SUPPLY ALL FITTINGS, NIPPLES, VALVES AND APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY. ALL FITTINGS AND NIPPLES MUST BE BRASS. 2. BACKFLOW ASS EMBLY MUST BE TESTED BEFORE USE BY A CERTIFIED BACKFLOW ASSEMBLY TESTER AND APPROVED. FLOW SENSOR 3. HYDRANT MUST BE FULLY OPENED DURING USE. 4. PROVIDE ADJUSTABLE PIPE SUPPORT AS REQUIRED BY DISTRICT'S REPRESENTATIVE. 24" 3 ,---..._ 10' MINIMUM TO POTABLE MAINLINE IN STREET SECTION VIEW-NOT TO SCALE LEGEND G) METER BOX WITH METER © SIDEWALK @ CURB @ POTABLE SERVICE LINE @ RECYCLED WATER IRRIGATION MAINLINE WITH SLEEVE NOTE: H1-HA-54 VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24' FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE ON STREET. POTABLE SERVICE LINE CROSSING N.T.S. H1-HA-55 APPROVED FOR /R R/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. II AS BUI LT" RCE EXP. DATE 11/14/24 JA City Submittal REVIE\JED BY• 04/07 /25 JA City Submittal 05/22/25 JA City Submittal INSPECTOR DATE I S1E1T 11 CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PARKING STALL ADJUSTMENT LOT 75 RECYCLED WATER IRRIGATION DETAILS I APPROVED: PLANNING ~~ 7 ,z~[v, I DWN BY: ~A I LP~~~<i~o~9~ I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: MH OlHER APPROVAL CITY N'f'ftOVAL RVWD BY: DEV2024-QQj 25 550-5L SHEET 11 OF ....35....SHEETS NOTE: A. VALVE BOX LID SHALL BE RECYCLED WATER PURPLE LIO B. VALVE SHALL HAVE FILTER SENTRY PURPLE RECYCLED WATER DIAPHRAGM, CONTROL KNOB AND 10 TAG MIN. 1" [25MM] CLR. ...___---'10 DETAIL LEGEND 0 REMOTE CONTROL VALVE (SEE SPECS) 0 FILTER REGULATOR (PURPLE) 0 IRRIGATION VALVE BOX: HEAT STAMP LID WITH VALVE NO. IN 2• LETTERS (PURPLE LID) © WATERPROOF CONNECTORS © 18"-24" COILED WIRE TO CONTROLLER © FINISH GRADE AT ADJACENT SURFACE (TURF OR MULCH) 0 BRICK OR CONC. SUPPORTS © 3/4" WASHED GRAVEL -4" MIN DEPTH ® PVC MAINLINE PRESSURED PIPE (PURPLE PIPE) @ COMPACTED SUBGRADE @ PVC LATERAL TO SPRINKLERS (PURPLE PIPE) @ SCH. 80 CLOSE NIPPLE, MATCH SIZE TO VALVE @ SCH 80 PVC SLIP X FPT UNION @soLENOID @ PVC SCH 40 TEE (SSS) OR ELL (SS) @ PLASTIC TAG W/ VALVE STATION NO.ID • 4' 4' NOTES: A. SEE IRRIGATION LEGEND FOR MAINLINE AND LATERAL LINE PIPE SIZE AND TYPE. B. DIRECT BURIAL CONTROL WIRES SHALL BE INSTALLE.D IN SCH. 40 PVC ELECTRICAL CONDUIT MINIMUM PIPE COVERAGE SHALL BE />S FOLLOWS: a. PRESSURE LINES. a.a. LESS THAN3" IN DIAMETER-18" COVER a.b. 3"•5 ½" IN DIAMETER •24" COVER a.c. 6" OR GREATER IN DIAMETER . 36" COVER b. LATERAL LINES:12" COVER SLEEVE DEPTH NOTES: SLEEVE UNDER ROADS: 6" OR LESS IN DIAMETER · 36" COVER GREATER THAN 6" INDIAMETER ·48" COVER SCHEDULE 80 PVC SLEEVES UNDER PAVING (NON ROADS> LESS THAN 3• IN DIAMETER· 18" COVER 3"-5-1/2" IN DIAMETER· 24" COVER 6" OR GREATER IN DIAMETER· 36" COVER SCHEDULE 40 PVC CONTROL WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENTS SHALL BE INSTALLED IN SEPARATE PVC SLEEVES DETAIL LEGEND 0 NON PRESSURE PIPING (LATERAL PURPLE PIPE) 0 PRESSURE MAINLINE PIPING • PURPLE PIPE 0 OIRECTBURIALLOWVOLTAGE CONTROL WIRES IN SEPARATE SLEEVE © SEE IRRIGATION SPECIFICATIONS FOR BACK FILL AND COMPACTION REQUIREMENTS © HARDSCAPE PAVING © ANISHED GRADE 0 SCHEDULE 40 PVC SLEEVING (TWO TIMES THE 0.0. OF THE MAINLINE OR LATERAL LINE PIPE SIZE PURPLE PIPE) © MAINLINE DETECTABLE LOCATOR TAPE I , • I I:= == == =-' NOTES: ---, 1-1-Ti"7- A. SEE IRRIGATION LEGEND FOR MAINLINE AND LATERAL LINE PIPE SIZE AND TYPE. B. DIRECT BURIAL CONTROL WIRES SHALL BE INSTALLED IN SCH. 40 PVC ELECTRICAL CONDUIT IF REQUIRED. C. RECYCLED WATER DETECTABLE LOCATOR TAPE SHALL BE LOCATED TWELVE INCHES (12"} ABOVE THE ENTIRE MAINLINE RUN AND DIRECTLY ABOVE THE PIPE. D. TAPE WIRE BUNDLE EVERY 10' O.C. E. LINES MUST HAVE MINIMUM CLEARANCE OF 4" FROM EACH OTHER AND 24" FROM OTHER TRADES. --+--I 2 4 3 LEGEND G) FINISHED GRADE 0 HARDSCAPE @ NON-PRESSURIZED LINE PIPE (LATERAL LINE-PURPLE PIPE) G) MAINLINE DETECTABLE LOCATOR TAPE © A SINGLE YELLOW COATED WIRE SHALL BE TAPED TO THE BASE OF THE MAINLINE FOR MAINLINE TRACING PURPOSES @ PRESSURIZED LINE (MAINLINE-PURPLE PIPE} 0 SEE IRRIGATION SPECS FOR BACKFILL AND COMPACTION REQUIREMENTS @ DIRECT BURIAL LOW VOLTAGE CONTROL WIRES (SEE LEGEND AND NOTES FOR CONVENTIONAL OR TWO WIRE SYSTEM} F. RUN WIRING UNDER MAINLINE. TAPE AND BUNDLE @ 10' 0.C. G. TIE A 24" LOOP IN ALL WIRING AT CHANGES IN DIRECTION AND INSTALL IN PULL BOX. H. CONTRACTOR MUST ADJUST MAINLINE AROUND ALL STREET UTILITY LOCATIONS. I. PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE ON TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTIONS. 3 f--------------------® RW DRI P REMOTE CONTROL VALVE N.T.S ® RW IRRIGATION PIPE SLEEVING 2 --------N.T.S RW MAINLINE AND LATERAL LIN E TRENC HING DETAIL LEGEND 0 PURPLE RECYCLED WATER GRATE CAP 0 PRESSURE COMPENSATING BUBBLER. (SEE IRRIGATION LEGEND FOR MAKE AND MODEL) 0 FINISHED GRADE © CHECKVALVE © PRE-ASSEMBELD HUNTER SWING JOINT © SCH. 40 PVC TEE OR ELL. 0 LATERAL PURPLE PIPE (SEE IRRIGATION LEGEND) © ROOT INTRUSION BARRIER NOTES: 1-INSTALL PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 2· CONTRACTOR SHALL SETTLE SOIL AROUND THE ROOT WATERING SYSTEM WITH WATER SO AIR POCKETS ARE ELIMINATED. ------; 1 ---------{ 2 .....___, 6 DETAIL LEGEND 0 TECHLINE EMITTER TUBING (PURPLE STRIP) 0 TECHLINE TUBING ELBOW 0 POLYETHYLENE TUBING © TECHLINE 3/4"MALE ADAPTER © PVC TEE (SxSxT) © PVC LATERAL (PURPLE PIPE) 0 FINISHED GRADE 6 ------------® RW TREE BUBBLER N.T.S 0 RW DRIP START CONNECTION 5 -------- N.T.S RECYCLED WATER CONNECTION NOTE DI G -~RT PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF All OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL BE COMPLETED ANO VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDITION PER CMWO STANDARDS AND REGULATIONS ANO DEHQ REGULATIONS 1-,ED .. _______ -----~ RECYCLED WATER COLOR NOTES: --------------, .. DIAL TOLL FREE RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND /RR/GA nON COMPONENTS SHALL BE PURPLE IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS I • I 1-800-422-4133 ~ AT LEAST TWO DAYS BEFORE YOU OIG 350 Camino De La Reina Suite 510 3" N.T.S ~ 6~)' (EQUAL) -~ (EQUAL) -j,-_JEQUAL) -fa I I 16" I 16" I 16" I I MAXIMUM MAXIMUM I MAXIMUM r-~-r--r:c--;~-,;ii<.-,,-::,i<~IL.,.-'>IL,..~ I 2" DETAIL LEGEND: SECTION VIEW G) BARK MULCH FOR SHRUB AREA PLANTING, SEE PLANTING PLAN FOR DEPTH AND TYPE. 0 FINISHED GRADE. @ AMENDED SOIL. BRING SOIL LEVEL MINIMUM 3" BELOW FINISHED GRADE PRIOR TO DRIP TUBING INSTALLATION © IN-LINE DRIP TUBING -SEE LEGEND FOR TYPE, EMITTER AND ROW SPACING © AMENDED SOIL AS PER LANDSCAPE DRAWINGS. @ 6" WIRE STAKES FIVE (5) FEET ON CENTER · SEE LEGEND FOR TYPE. 0 HARDSCAPE /CURB / PAVING 0 ~~SUBSURFACE DRIPLINE (TYP.) /1\ ,._~OSCAPt \. ,, ~<,,">~~ ,;EB('~~~~S: -l'c-1-Q ~ ~,. ,,,,,.. ~ "· ~ ~ ..J . ,'C,..)A +c Si9"0lure * NOTES A. TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO MINIMUM 3"-4" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. B. INSTALL TUBING ROWS A MAXIMUM 18" ROW SPACING. SECURE TO GRADE USING 9" GALVANIZED WIRE HOOP STAKES AT MAXIMUM 4 FEET ON CENTER SPACING. C. BACKFILL FINAL 2" -3" OF SOIL AFTER INSTALLATION OF TUBING. D. DRIP TUBING SHALL BE INSTALLED WITH EMITTERS TRIANGULAR SPACED. E. INSTALL PERIMETER TUBING MAXIMUM 6" FROM PERIMETER EDGE FOR GROUNDCOVER AREAS OR AT FIRST LINE OF SHRUBS. F. INSTALL PARALLEL TO SLOPE AT ALL TIMES. G. CONTRACTOR SHALL DETERMINE MINIMUM ROW SPACING IN THE FIELD AFTER REVIEW OF PLANT SPACING FOR EACH PLANTER. H. EACH AND EVERY SHRUB SHALL RECEIVE WATER FROM A MINIMUM OF TWO INLINE EMITTERS. I. AREAS OF TIGHTLY SPACED GROUNDCOVER WILL REQUIRE 12" OR CLOSER ROW SPACING. J. FOR ANY 'SINGLE' OR' DOUBLE' ROW TYPE PLANTINGS, INSTALL DRIP TUBING ON BOTH SIDES OF THE SHRUB ROW TO IRRIGATE SHRUBS ON EITHER SIDE. K. DUE TO SOIL STRATA DIFFERENCES AND POSSIBLE COMPACTION CONTRACTOR SHALL FIELD VERIFY PRIOR TO STARTING WORK AND BEFORE BACKFILLING THAT THE FINAL LAYOUT AND ROW SPACING WILL PROVIDE ADEQUATE WATER TO ALL PLANTS. APPROVED FOR /RR/GA T/ON AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. HAS BUILT" RCE EXP. DATE 11/14/24 JA City Submiltol REVIE\,/ED BY• 04/07/25 JA City Submittal 05/22/25 JA City Submittal INSPECTOR DATE I 12T II CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PA RKING STALL ADJUSTMENT LOT 75 RECYCLED WATER IRRIGATION DETAILS I UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA San Diego, CA 92108 Ren Dote 12/31125 J I APPROVED:~ ~ 7 1 i1 I znj 619-398-3800 ,$' ote 06t10/2d . ROOT BARRIER NOTE : l;,h ~' (' OI' CAL 11 , PLANNING ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, OWN BY: JA I L~~g~~~!o~~:3 I DRAWING NO. BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL WWW.HED.DESIGN DATE INlllAL DATE INlllAL DATE INITIAL CHKD BY: MH RECENE A 10' LENGTH OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER REVISION DESCRIPTION E'mlrotlon Date:f?/~f I?• DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: DEV2Q24-QQ125 550-SL SHALL ENCIRCLE THE ROOT BALL. 2023-HA042-003 ©2022 SHEET 12 Of ..J5..SHEETS >k >k >k >k >k >k:::§:._ -=-=-=--=--=--=:.._ DETAIL LEGEND: G) PVC PIPE LATERAL LINE FROM DRIP ZONE KIT. © PVC PIPE SUPPLY HEADER. @ SCH 40 PVC TEE SxSxT OR ELL, LINE SIZE BY 1/2". © DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. @ IN-LINE DRIP TUBING WITH TRIANGULAR SPACING EMITTERS 12 INCH ON CENTER, ROW SPACING 14-16 INCHES ON CENTER FOR SHRUB AREAS AND 12 INCHES MAXIMUM FOR TURF AREAS. -SEE LEGEND FOR TYPE. @ PVC PIPE FLUSH EXHAUST MANIFOLD. 0 FLUSH VALVE, PLUMBED TO PVC PIPE AT LOW/END OF DRIP ZONE (TYP) -SEE LEGEND FOR TYPE. @ DRIP OPERATIONAL INDICATOR -SEE LEGEND FOR TYPE. @ PLANTER AREA PERIMETER. @) PERIMETER DRIPLINE PIPE TO BE INSTALLED 4"-6" FROM PERIMETER OF PLANTER AREA, MINIMUM 12" DISTANCE FROM BUILDING. w LEGEND r PER LEGEND _J ~ DETAIL LEGEND 0 SUB SURFACE, PRESSURE COMPENSATING TUBING W/ PURPLE STRIP © INLINE EMITTER © AIR RELEASE VALVE IN VALVE BOX (SEE DETAIL) © DRIP VALVE IN VALVE BOX (SEE DETAIL) © DRIP FLUSH VALVE IN VALVE BOX (SEE DETAIL) © DRIP START CONNECTION (SEE DETAIL) 0 SCH. 40 PVC LATERAL PIPE (PURPLE PIPE) © ECO-INDICATOR ON SWING ARM NOTES: A. DRIP TUBING TO BE LOCATED A MAX OF 2"-4" FROM THE EDGE OF HARDSCAPE B. ALL TUBING TO BE INSTALL 4" BELOW FINISHED GRADE C. AIR RELEASE VALVE TO BE INSTALLED AT OPTIMAL HIGHEST POINT FROM VALVE, MULTIPLE MAY BE NEEDED TO ACCOMMODATE DIFFERENT GRADES D. FLUSH VALVE TO BE INSTALLED AT LOWEST POINT FROM VALVE E. ALL DRIP SHALL BE INSTALLED WITH RECYCLED WATER PURPLE LINE 2 f-------------------0 AW SUB-SURFACE DRIPLINE TYP . N.T.S CD AW SUB-SURFACE DRIPLINE 1 f--------------N.T.S r PER LEGEND _J ~ w LEGEND DETAIL LEGEND 0 SUB SURFACE, PRESSURE COMPENSATING TUBING W/ PURPLE STRIP © INLINE EMITTER © AIR RELEASE VALVE IN VALVE BOX (SEE DETAIL) © DRIP VALVE IN VALVE BOX (SEE DETAIL) © DRIP FLUSH VALVE IN VALVE BOX (SEE DETAIL) © DRIP START CONNECTION (SEE DETAIL) 0 SCH. 40 PVC LATERAL PIPE (PURPLE PIPE) © ECO-INDICATOR ON SWING ARM NOTES: A. DRIP TUBING TO BE LOCATED A MAX OF 2"-4' FROM THE EDGE OF HARDSCAPE B. ALL TUBING TO BE INSTALL 4' BELOW FINISHED GRADE C. AIR RELEASE VALVE TO BE INSTALLED AT OPTIMAL HIGHEST POINT FROM VALVE, MULTIPLE MAY BE NEEDED TO ACCOMMODATE DIFFERENT GRADES D. FLUSH VALVE TO BE INSTALLED AT LOWEST POINT FROM VALVE E. ALL DRIP SHALL BE INSTALLED WITH RECYCLED WATER PURPLE LINE 0 AW SUB-SURFACE DRIPLINE 4 i---------------- N.T.S RECYCLED WATER CONNECTION NOTE D1 1~ "h'RT PRIOR TO CONNECTION BACK TO RECYCLEO WATER A THOROUGH INSPECTION OF ALL OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL BE COMPLETEOAND VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDITION PER CMWD STANDARDS AND REGULATIONS AND DEHQ REGULATIONS .. ----... --... --... --........... RECYCLED WATER COLOR NOTES: -------~ -, .. --D~L TOLL FREE RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND IRRIGATION COMPONENTS SHALL BE PURPLE IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS • 1-800 -422 -4133 ~ AT LEAST lWO OAYS BEFORE YOU OIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ROO T BARRIER NOTE : ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL H1-HA1-27 1-,ED 350 Camino De La Reina Suite 510 San Diego, CA 92108 619-398-3800 WWW.HED.DESIGN 2023-HA.042-003 r PER LEGEND _J ~ w LEGEND DETAIL LEGEND 0 SUB SURFACE, PRESSURE COMPENSATING TUBING W/ PURPLE STRIP © INLINE EMITTER © AIR RELEASE VALVE IN VALVE BOX (SEE DETAIL) © DRIP VALVE IN VALVE BOX (SEE DETAIL) © DRIP FLUSH VALVE IN VALVE BOX (SEE DETAIL) © DRIP START CONNECTION (SEE DETAIL) 0 SCH. 40 PVC LATERAL PIPE (PURPLE PIPE) © ECO-INDICATOR ON SWING ARM NOTES: A. DRIP TUBING TO BE LOCATED A MAX OF 2"-4' FROM THE EDGE OF HARDSCAPE B. ALL TUBING TO BE INSTALL 4" BELOW FINISHED GRADE C. AIR RELEASE VALVE TO BE INSTALLED AT OPTIMAL HIGHEST POINT FROM VALVE, MULTIPLE MAY BE NEEDED TO ACCOMMODATE DIFFERENT GRADES D. FLUSH VALVE TO BE INSTALLED AT LOWEST POINT FROM VALVE E. All DRIP SHALL BE INSTALLED WITH RECYCLED WATER PURPLE LINE 0 AW SUB-SURFACE DRIPLINE 3 ------------ N.T.S 11/14/24 JA City Submittal 04/07/25 JA City Submittal 05/22/25 JA City Submittal /1\. \.~~OSCN>, r,_'v~✓-y.EBl:R~~/~c, _,,<;~ ~ o/, " " ., <.i "· 'c, :; ~ /. :> -"" -+< Signolure * Ren Dote 12/31125;) ,r ote 0&110/2~, ~l', _J~' C CF' CAI-1( DAlE INITIAL DAlE INITIAL DAlE INITIAL REVISION DESCRIPTION DESIGNER OF WORI< OlHER N'f'ROVN. CITY APPROVAL ©2022 E'>mlrotlon Oote:!U.l! L2.'i H1 -HA1-27 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP, DATE REVIEWED BY• INSPECTOR DATE I 1E3T II CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PARKING STALL ADJUSTMENT LOT 75 RECYCLED WATER IRRIGATION DETAILS I APPROVED: :PLANNING ~~ 1/1,tj{Zn I OWN BY: JA I L~~9~~<i:o~~~ I DRAWING NO. CHKD BY: MH RVWD BY: DE~2Q2~-QQl 25 550-5L SHEET 13 OF ...35....SHEETS RECYCLED WATER CONNECTION NOTE Ol in -~RT PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF All OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL BE COMPLETED AND VERIFIED THATTHEY ARE IN ADEQUATE WORKING CONDITION PER CMWD STANDARDS AND REGULATIONS AND DEHQ REGULATIONS ........... -... -... ... -... -...... RECYCLED WATER COLOR NOTES: -------------, .. DIAL TOLL FREE RECYCLED WATER SYSTEM AU PIPE, SLEEVES ANO /RR/GA Tl<JH COMPONENTS SHAU BE PURPLE IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS .~ 1-800 -422 -4133 i/ ~ AT LEAST TWO DAYS ' BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ROO T BARRIER NOTE : ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL 2023-HA042-003 > r 0 co z ~ We Clw :Ii c( a: ff! :Ii a: -~ I.LI :, >o ~ 0W M ~ ... oa:w :. z I-::)00 1/) :. i= z w -Ow ~ z -w -01/) c( :Ii !!! > ra: co ::) .., .., r ;u. "' -:. 0 ~ ~ :. :. 8 .., POTABLE 1/) w WATER MAIN ~ OR LATERAL ~ :. ~~ ii! ie. - :Ii :E r ~~ - :;- !:!, :Ii :. 0 g ff! ~ c( > LEGEND G) FINISH GRADE @ MINIMUM COVER OVER RECYCLED WATER LINE (MUST MEET CITY OF COUNTY REQUIREMENTS IF WITHIN ROAD BASE) @ CROSSING ALLOWED IF SLEEVED @ WATER AGENCIES STANDARDS REQUIRED SEPARATION NO CROSSING ALLOWED @ PIPE ZONE @ WATER AGENCIES STANDARDS REQUIRED SEPARATION NO CROSSING ALLOWED 0 CROSSING ALOOWED (SLEEVED) ONLY IF 300MM (12") SEPARATION IS NOT POSSIBLE @ CROSSING ALLOWED USING CLASS 200 PIPE 6.1 M (20') SECTION CENTERED ON POTABLE WITH NO JOINTS @ CROSSING ALLOWED NO RESTRICTIONS NOTES: 1. EXTEND SLEEVE 1.52M (5') ON EITHER SIDE OF POTABLE WATER LAT'S 75MM (3") IA OR SMALLER 2. EXTEND SLEEVE 3.05M(10') ON EITHER SIDE OF POTABLE WATER LATERALS 100MM (4") DIAMETER OR LARGER (NO JOINTS IN SLEEVE OR PIPE) 3. IF POTABLE WATER LINE HAS LESS THAN 900MM (36") COVER, RECYCLED WATER LINE MUST CROSS BELOW POTABLE WATER LINE 4. REFER TO THE WATER GENIE'S STANDARDS DESIGN GUIDE FOR PIPE SEPARATION REQUIREMENTS POST METER CONSTANT PRESSURE RECYCLED WATER LINE 75MM(3") DIAMETE R OR LESS CROSSING POTABLE WATER MAIN OR LATERAL WITH IN PUBLIC RIG HT OF WAY N.T.S. H1-HA·04 /1'1. 1--IED '-""OSCAPf: ~~·'\-1•-I-\,\t:B(l/:~/i>c-,s, 4.J~ ~ '9v ,.,/' ~ ,,. ,/ ~ 350 Camino De La Reina ~ / A ,., Suite 510 • Signoture * San Diego, CA 92108 Ren Dote 12/31/ZS ) 619-398-3800 .s'J: te os/10/2~ ~l'f or c .. ,i~ WWW.HED.DESIGN DATE INlllAL CONSTRUCTION REQUIREMENTS FOR WATER, RECYCLED WATER AND SEWER MAINS CASE 1: NEW RECYCLED WATER OR SEWER MAINS ZONE A SPECIAL PERMISSION (ON REQUIRED. DO NOT LOCATE ANY PARALLEL SEWER OR RECYCLED WATER MAINS IN THIS AREA WITHOUT DISTRICT AND STATE HEALTH DEPARTMENT APPROVAL B PVC SEWER PIPE WITH PUSH-ON TYPE RUBBER RING JOINTS FOR SEWER MAINS C-900.CL305 OR C-905.CL235 PVC PIPE WITH PUSH ON TYPE RUBBER RING JOINTS FOR RECYCLED WATER MAINS. C A 6.1 m (20') SECTION OF PVC SEWER PIPE CENTERED AT THE MAIN BEING CROSSED, OR SEWER PIPE INSTALLED IN A CASING (FOR SEWER MAINS) A 6.1 m (20') SECTION OF C-900.CL305 OR C-905.CL235 PVC PIPE CENTERED AT THE MAIN BEI NG CROSSED, OR RECYCLED WATER PIPE INSTALLED IN A CASING (FOR RECYCLED WATER MAI NS) D A 6.1 m (20') SECTION OF PVC SEWER PIPE CENTERED AT THE MAIN BEING CROSSED. OR SEWER PIPE INSTALLED IN A CASING (FOR SEWER MAINS) A 6.1 m (20') SECTION OF C-900.CL305 OR C-905-CL235 PVC PIPE CENTERED AT THE MAIN BEING CROSSED, OR RECYCLED WATER PIPE INSTALLED IN A CASING (FOR RECYCLED WATER MAI NS) P PROHIBITED ZONE: NO SEWER, WATER OR RECYCLED WATER MAINS: SECTION 64630 (e)(2) CALI FORNIA ADMINISTRATIVE CODE, TITLE 22 CONSTRUCTION REQUIREMENTS FOR WATER, RECYCLED WATER AND SEWER MAINS CASE2: NEW WATER OR RECYCLED WATER MAINS ZONE A SPECIAL PERMISSION (ON REQUIRED. DO NOT LOCATE ANY PARALLEL WATER OR RECYCLED WATER MAINS IN THIS AREA WITHOUT DISTRICT AND STATE HEALTH DEPARTMENT APPROVAL B C-900, CL305 OR C-905, CL235 PVC PIPE WITH PUSH ON TYPE RUBBER RING JOINTS FOR WATER MAINS C-900, CL305 OR C-905, CL235 PVC PIPE WITH PUSH ON TYPE RUBBER RING JOINTS FOR RECYCLED WATER MAI NS C A 6.1 m (20') SECTION OF C-900, CL305 OR C-905, CL235 PVC PIPE CENTERED AT THE MAIN BEI NG CROSSED, OR WATER PIPE INSTALLED IN A CASING (FOR WATER MAINS) A 6.1 m (20') SECTION OF C-900, CL305 OR C-905, CL235 PVC, PIPE CENTERED AT THE MAIN BEI NG CROSSED, OR RECYCLED WATER PIPE INSTALLED IN A CASING (FOR RECYCLED WATER MAI NS) D A 6.1 m (20') SECTION OF C-900, CL305 OR C-905, CL235 PVC PIPE CENTERED AT THE MAIN BEI NG CROSSED, OR WATER PIPE INSTALLED IN A CASING (FOR WATER MAINS) A 6.1 m (20') SECTION OF C-900, CL305 OR C-905, CL235 PVC, PIPE CENTERED AT THE MAIN BEING CROSSED, OR RECYCLED WATER PIPE INSTALLED IN A CASING (FOR RECYCLED WATER MAI NS) P PROHIBITED ZONE: NO SEWER, WATER OR RECYCLED WATER MAINS: SECTION 64630 (e)(2) CALIFORNIA ADMINISTRATIVE CODE. TITLE 22 REFER TO THE WATER AGENCIES' STANDARDS DESIGN GUIDE FOR PIPE SEPARATION REQUIREMENTS WATER, RECYCLED WATER AND SEWER MAIN PARALLEL AN D PERPENDICULAR SEPARATION NOTES N.T.S. H1 -HA-03 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA . II AS BUILT " RCE EXP, DATE 11/14/24 JA City Submittal REVI EIJED BY• 04/07/25 JA City Submittal 05/22/25 JA City Submittal I NSPECTOR DATE I 514T II CITY OF CARIS BAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PARK ING ST A LL ADJUSTMENT LOT 75 RECYCLED WATER IRRIGATION DETAILS I I APPROvW: z;_(a,u~ PLANNING 'f ~(~ 1 DATE INlllAL DATE OWN BY: JA INITIAL MH I Lt~~~~!o~~~ I DRAWING NO. CHKD BY: REVISION DESCRIPTION DESIGNER OF WORK OlHER N'Pfl.OVAL CITY APPROVAL RVWD BY: DE~202!1-00125 550-SL ©2022 Ew,frotlon Dote:'?/" '0' SHEET 14 OF iSHEETS -- -_ ... ' " n n\ • I ----~ ......... \ I\ s ' I d • ciV g; - COHC I \~I • l"'-- 0 ,! 1\ SI) •I . I "' l \ 1 I \ j I l l I . \ II\ ,::, I <II l '!I l .. ~ ' \ I -el D • • I ~ ---=------- / I I /\ - - -==- I I I ,_ F I II I I 'I I I • I • -----• I N 63°28'00" W 4-04. 1 I' / ------- I I (\ ~ 4 LJ ' i z w "'CT> i ~ "'l/e1 g a::: w !'l ....J .. ....J ~ z T , // I'= • I\ I\ 3: ~ I/ f\ V 3: I \ / 3: ~ --+-,t------+j I.) ~ I\~ \,, ------------------------------------.. .. . . .. _,-=;==;==-,. " N (\ ,RECYCLED WATER IRRIGATI ON HYDROZONE MAP \\ I 0'-1"= 30'-0" RECYCLED WATER CONNECTION NOTE PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF All OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL BE COMPLETED AND VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDITION PER CMIM> STANDARDS AND REGULATIONS AND DEHQ REGULATIONS RECYCLED WATER COLOR NOTES: RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND IRRIGATIOII COMPONENTS SHAU BE PURPLE IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS ' ' ' ' . HYDROZONESCHEDULE SYMBOL r-·······"·········1 \:::::::::\\:/:::\: ::::{ D1 1~ -~RT .. -......... ------~ _____ ...,_ -----T.M. DIAL TOLL FREE I • 1 -800 -422 -4133 ~ AT LEAST lWO OAYS BEFORE YOU 0IG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA R OOT B A RR IER NOTE : DESCRIPTION HYDROZONE ONE: BUBBLERS (MOD-WATER USE) (50 SF, 93% OF TOTAL LANDSCAPE AREA) HYOROZONE TWO: DRIP (LOW-WATER USE) (2,367 SF, 1% OF TOTAL LANDSCAPE AREA) TOTAL IRRIGATED AREA 2,417 SF 1,ED 350 Camino De La Reina Suite 510 San Diego, CA 92108 619-398-3800 All TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, 8UIL0ING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL WVI/W.HED.DESIGN RECEIVE A 10' LENGTH OF 24" 0EEP ROOT BARRIER NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL 2023-HA042-003 WELO Worksheets Water Efficient Landscape Worksheet This worksheet is filled out by the project applicant and it is a required element of the Landscape Documentation Package. HYDROZONE INFORMATION TABLE Please complete the hydrozone table(s) for each hydrozone. Use as many tables as necessary to provide the square footage of landscape area per hydrozone. Controller Hydrozone Zone # * or Valve A 1 A 2 Total "Hydrozonc VZ. W -Ve,y Low Water Use Plants LW • Low Water Use Plants MW -Modcrotc Water Use Plants HW -High Water Use PlantS Irrigation Plant Method** Type/Factor *** (PF) BUBBLERS 0.3 DRIP 0.3 **lrn'gation Method MS = Micro-spray S =Spray R =Rotor B=Buhbler D =Drip O =Other Hydrozone ¾ofT otal Area Landscaped (Sq. Ft.) Area 50 2 2,367 98 L,'111 1003/t *#Plant Factor from IVCJCOLS lVor list as ,vatcr feature as approprjare Appendix F City of Carlsbad Landscape Manual MODEL WATER EFFICIENT LANDSCAPE ORDINANCE NOTES 1. THE IRRIGATION IS SUPPLIED BY A EXISTING RECYCLED WATER METER 2. LOCKS SHALL BE INSTALLED ON ALL PUBLICLY ACCESSIBLE EXTERIOR FAUCETS AND HOSE BIBS. 3. A FINAL REPORT FOR THE TESTING AND ADJUSTING OF ALL NEW SYSTEMS SHALL BE COMPLETED PRIOR TO FINAL APPROVAL BY THE FIELD INSPECTOR. THIS REPORT SHALL BE SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING TH ESE SERVICES. 4. THERE IS NO SPECIAL LANDSCAPE AREA (SLA) AS PART OF THESE PLANS 5. RECIRCULATING WATER SYSTEMS SHALL BE USED FOR WATER FEATURES. 6. PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE IS BELOW OR EXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES. 7. CHECK VALVES OR ANTI-DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERE LOW POINT DRAINAGE COULD OCCUR. 8. A DIAGRAM OF THE IRRIGATI ON PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES. 9. A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE SIGNER OF THE LANDSCAPE PLANS, THE SIGNER OF THE IRRIGATION PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT. 10. AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION. 11. AT TH E TI ME OF FINAL INSPECTION, THE PERMIT APPLICANT MUST PROVIDE THE OWNER OF THE PROPERTY WITH A CERTIFICATE OF COMPLETION, CERTIFICATE OF INSTALLATION, IRRIGATION SCHEDULE AND A SCHEDULE OF LANDSCAPE AND IRRIGATI ON MAINTENANCE . 12. A FINAL REPORT FOR THE TESTING AND ADJUSTING OF ALL NEW SYSTEMS SHALL BE COMPLETED PRIOR TO FINAL APPROVAL BY TH E FIELD INSPECTOR. THIS REPORT SHALL BE SIGNED BY TH E INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. 13. AN OPERATIONS AND SYSTEMS MANUAL SHALL BE PROVIDED TO THE OWNER OR REPRESENTATIVE AND TO THE FIELD INSPECTOR AT THE TIME OF FINAL INSPECTION. l'l'I \.~,<OSCAPt b<,'>~'f.. >'Ell£J?R~~S. ~,PC'+ rS + \9-,. /.>- (j <" :; /J~ • I ~ ~ ~ Signoture * Ren Oot~ \2/31/25 S'f:. ote 06/10/~. ~~ OF ci<C If~ OAlE INITIAL ©2022 Oate:IZt.ll '2~ DESIGNER Of WORK REVISION DESCRIPTION APPENDIX F: WELO WORKSHEETS Hydrozone Table for Calculating ETWU Please complete the hydrozone table(s). Use as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATE R USE I lydrowoe Number (! -5 with SLA Zone Below -use as many !2bles as necessa r to com Jete all h drow nes Process Step No. elow Evapotranspiration Rate t ETo* Conversion Factor 2 (Step 1 x Step 2) 3 Plant Factor (l'F)** (From WUCOLS) (YLW -HW) 4 0.3 0.1-0.8 Area of Hydrowne (sq. ft.) 5 50 HA (Step 4 x Step 5) 6 15 Irrigation 8fficiency (IE)*** 7 0.75 (Step 6 + Step 7) 8 (Total All Step 8 + Tomi 9 SLA s . ft. in Step 5) (Step 3 x Step 9) Estimated Total Watec Use io gallons 10 per year (E1WU) -Total shall not exceed MA WA ETo* West of 1-5 = 40.0 Bast of 1-5 and West of El Camino Real= 44.0 East of El Camino Re:,J = 47.0 20 Applicant may provide a different E To if supported by documentado11 subject to approval by the City Planning Division *"' Plant Factor & Water Use 0.1 = VL W • Very" Low Water Use PlantS 0.3 = L W • Low Water Use Plants 0.5 = MW -ftfoderate Water Use Plants 0.8 = HW • High Water Use Plants 2 0.3 2,367 710 0.80 887 3 44 0.62 27.28 917 25,015 ***IE Micro-sproy = .80 Spray =.72 Rotor= .72 MP Rotator = .75 Bubbler=. 75 Drip =.80 4 MAWA = (ETO)(0.62)[(0.45xLA)] =(44 )(0.62)[0.45x2415] = 27.28 X 1087 = 29,653 5 SLA City of C..rtsbad Landscape Manual HYDROZONELEGEND Hydrozone Plant Factor (Water Use) -from WUCOLS Number Selected based on type of plants in hydrozones: VLW = 0.1 -Very Low Water Use Plants LW = 0.3 • Low Water Use Plants MW = 0.5 -Moderate Water Use Plants HW = 0.8 -High Water Use Plants IRRIGATION NOTE: IE -Irrigation Efficiency S = Spray .72 M = Micro Spray .80 R = Rotor .72 B = Bubbler .75 D = Drip .80 MP = MP Rotator .75 I AM FAMILIAR WITH TH E REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. 30 15 0 30 60 SCALE: 1"=30'-0" 90 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. HAS BUIL TH RCE EXP, DATE 11/14/24 JA City Submittal REVIEw'ED BY• 04/07/25 JA City Submittal 05/22/25 JA City Submittal INSPECTOR DATE I 1sET II CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PARKING STALL ADJUSTMENT LOT 75 RECYCLED WATER IRRIGATION HYDROZONE MAP !APPROVED:~ 11~ PLANNING ,.- 7/Zll.lt-? I I D\\t,I BY: JA I LP~9~9lo~~~ I DRAWING NO. OAlE INlllAL OAlE .. mAL CHKD BY: MH OTHER APPROVAL QTY N'f'ftOVAL RVWD BY: DEV2Q24-QQj 25 550-5L SHEET 15 OF ....JA..SHEETS SECTION 32 84 00 PLANTING IRRIGATION PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. RAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION01 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.2 SUMMARY A. SECTION INCLUDES BUT NOT LI MITED TO: 1. PIPING. 2. PRESSURE-REDUCING VALVES. 3. AUTOMATIC CONTROL VALVES. 4. AUTOMATIC DRAIN VALVES. 5. TRANSITION FITTINGS. 6. DIELECTRIC FITTINGS. 7. MISCELLANEOUS PIPING SPECIAL TIES. 8. SPRINKLERS. 9. DRIP IRRIGATION SPECIALTIES. 10. QUICK COUPLERS. 11. CONTROLLERS. 12. BOXES FOR AUTOMATIC CONTROL VALVES. 13. TRENCHING AND BACKFILLING FOR IRRIGATION SYSTEMS. 14. BOOSTER PUMPS. 15. FERTI LIZER INJECTION SYSTEM. 16. TESTING AND INSPECTION OF IRRIGATION SYSTEM. 17. CLEAN UP AND MAINTENANCE. B. RELATED REQUIREMENTS: 1. SECTION 01 25 00 ·suBSTITUTION PROCEDURES" 2. SECTION 31 10 00 "SITE CLEARING" FOR DEMOLITION OF EXISTING SYSTEM NOT COVERED IN THIS SECTION 3. SECTION 32 93 00 •PLANTING" 1.3 BASIS OF DESIGN A. THE PLANTING IRRIGATION SYSTEM DESIGN IS BASED ON THE PHYSICAL CHARACTERISTICS OF PARTICULAR SYSTEM COMPONENTS. 1. WHEN COMPONENTS ARE IDENTIFIED BY MANUFACTURER NAME AND MODEL NUMBER WITH NO ADDITIONAL NOTATION , THE USE OF THAT MANUFACTURER NAME ANO MODEL NUMBER IS NOT INTENDED TO LIMIT THE SELECTION OF EQUAL PRODUCTS BY OTHER MANUFACTURERS. HOWEVER, USE OF EQUAL PRODUCTS BY OTHER MANUFACTURERS IS SUBJECT TO THE REQUIREMENTS OF SECTION 01 25 00 "SUBSTITUTION PROCEDURES." 2. WHEN COMPONENTS ARE IDENTIFIED BY MANUFACTURER NAME AND MODEL NUMBER FOLLOWED BY THE NOTATION "NO SUBSTITUTIONS", THE DISTRICT HAS DETERMINED THAT THIS IS A NECESSARY PRODUCT NEEDED TO MATCH OTHER COMPONENTS AT THE SITE OR SYSTEM-WIDE. NO SUBSTITUTIONS WILL BE ALLOWED. 1.4 DEFINITIONS A. DRAIN PIPING: DOWNSTREAM FROM CIRCUIT-PIPING DRAIN VALVES. PIPING IS NOT UNDER PRESSURE. B. LATERAL PIPING: DOWNSTREAM FROM CONTROL VALVES TO SPRINKLERS AND SPECIALTIES. PIPING IS UNDER PRESSURE DURING FLOW. C. LOW VOLTAGE: AS DEFINED IN NFPA 70 FOR CIRCUITS AND EQUIPMENT OPERATING AT LESS THAN 50 V OR FOR REMOTE-CONTROL, SIGNALING POWER-LIMITED CIRCUITS. D. MAINLINE PIPING: DOWNSTREAM FROM POINT OF CONNECTION TO WATER DISTRIBUTION PIPING TO, AND INCLUDING, CONTROL VALVES. PIPING IS UNDER WATER-DISTRIBUTION-SYSTEM PRESSURE. E. THE FOLLOWING ARE INDUSTRY ABBREVIATIONS FOR PLASTIC MATERIALS. 1. ABS: ACRYLONITRILE-BUTADIENE-STYRENE PLASTIC. 2. NP: NYLON PLASTIC. 3. PE: POLYETHYLENE PLASTIC. 4. PP: POLYPROPYLENE PLASTI C. 5. PTEF: POL YTETRAFLUOROETHYLENE PLASTIC. 6. PVC: POLYVINYL CHLORIDE PLASTIC. 1.5 PERFORMANCE REQUIREMENTS A. IRRIGATION ZONE CONTROL SHALL BE AUTOMATI C OPERATION WITH CONTROLLER AND AUTOMATIC CONTROL VALVES, UNLESS INDICATED OTHERWISE ON DRAWINGS. B. LOCATION OF SPRINKLERS AND SPECIALTIES: DESIGN LOCATION IS DIAGRAMMATIC AND APPROXIMATE. MAKE MINOR ADJUSTMENTS NECESSARY TO AVOID PLANTINGS AND OBSTRUCTIONS SUCH AS SIGNS AND LIGHT STANDARDS. PROVIDE 100 PERCENT IRRIGATION COVERAGE OF AREAS INDICATED. C. MINIMUM WORKING PRESSURES: THE FOLLOWING ARE MIN IMUM PRESSURE REQUIREMENTS FOR PIPING, VALVES, AND SPECIALTIES UNLESS OTHERWISE INDICATED: 1. IRRIGATION MAIN PIPING 200 PSIG. 2. LATERAL PIPING: 150 PSIG 1.6 ACTION SUBMITTAL$ A. PRODUCT DATA: SUBMIT, PRIOR TO BEGINNING CONSTRUCTION, A UST OF IRRIGATION EQUIPMENT TO BE USED, ACCOMPANIED BY MANUFACTURER'S CATALOG DATA, SPECIFICATIONS, OR OTHER LITERATURE CLEARLY INDICATING COMPLIANCE WITH SPECIFICATION REQUIREMENTS FOR EACH ITEM 1 7 INFORMATIONAL SUBMITTALS A. COORDINATION DRAWINGS: IRRIGATION SYSTEMS, DRAWN TO SCALE, ON WHICH COMPONENTS ARE SHOWN AND COORDINATED WITH EACH OTHER, USING INPUT FROM INSTALLERS OF THE ITEMS INVOLVED. ALSO INCLUDE ADJUSTMENTS NECESSARY TO AVOID PLANTINGS AND OBSTRUCTIONS SUCH AS SIGNS AND LIGHT STANDARDS. B. QUALIFICATION DATA FOR QUALIFIED INSTALLER. C. FIELD QUALITY-CONTROL REPORTS. 1.8 CLOSEOUT SUBMITTAL$ A. OPERATION AND MAINTENANCE DATA: FOR ALL SYSTEM COMPONENTS TO INCLUDE IN OPERATION AND MAINTENANCE MANUALS. 1. OPERATION AND MAINTENANCE MANUALS SHALL INCLUDE LARGE-SCALE DRAWINGS OF ALL INSTALLED EQUIPMENT SHOWING THE MANUFACTURER'S NAME AND ADDRESS AND COMPONENT CATALOG NUMBERS. B. RECORD DOCUMENTS: AS AN EXCEPTION TO THE REQUIREMENTS OF SECTION 01 78 39 "PROJECT RECORD DOCUMENTS" SUBMIT RECORD DRAWINGS AND SPECIFICATIONS AT LEAST 15 DAYS PRIOR TO REQUESTING INSPECTION FOR SUBSTANTIAL COMPLETION. AFTER REVIEW, THI= • :TRlr.T \A/II I J:ITHC:O OC:TI IOM THI= • • ' nr.r, •••c:MTS T() THI= • IM a . II RECYCLED WATER CONNECTION NOTE REQUESTING FURTHER INFORMATION OR WILL NOTIFY CONTRACTOR THAT THE RECORD DOCUMENTS ARE ACCEPTABLE. AFTER THE DISTRICT HAS ACCEPTED THE RECORD DOCUMENTS, AN INSPECTION FOR SUBSTANTIAL COMPLETION MAY BE SCHEDULED. 1. RECORD DOCUMENTS FOR THIS PURPOSE SHALL BE BLACK LINE PRINTS MARKED IN RED INK. RECORD DRAWINGS SHALL INDICATE THE FOLLOWING: a. ZONING CHANGES. b. DIMENSIONS FROM TWO PERMANENT POINTS OF REFERENCE (I.E. BUILDING CORNERS, FIXED HAROSCAPE CORNERS, ROAD INTERSECTIONS, PERMANENT EXISTING UTILITIES, ETC.), TO THE LOCATION OF THE FOLLOWING ITEMS AS APPLICABLE: 1) CONNECTION TO EXISTING WATER LINES. 2) ROUTING OF PRESSURE SUPPLY LINES AT EVERY 100 FEET ALONG ROUTING. 3) ISOLATION GATE VALVES. 4) ISOLATION BALL VALVES. 5) QUICK COUPLING VALVES. 6) ELECTRIC REMOTE CONTROL VALVES. 7) CONTROL WIRE ROUTING (IF ROUTED SEPARATELY FROM PRESSURE SUPPLY LINE). 8) COMMUNICATION CABLE AND CONTROL WIRE SPLICES THAT ARE OUTSIDE OF CONTROL UNIT OR FIELD SATELLITE UNIT. 9) OTHER EQUIPMENT INSTALLED AS A PART OF THE CONTRACT DOCUMENTS, AS DIRECTED BY DISTRICT. 2. AS AN EXCEPTION TO THE REQUIREMENTS OF SECTION 01 78 39 "PROJECT RECORD DOCUMENTS" SUBMIT FINAL CORRECTED SET OF RECORD DOCUMENTS PRIOR TO REQUESTING INSPECTION FOR FINAL COMPLETION. RECORD DRAWINGS FOR THIS PURPOSE SHALL BE PROFESSIONALLY DRAFTED DOCUMENTS UTILIZING AUTOCAD® 2022 OR LATER. ELECTRONIC DIGITAL DATA FILES OF THE CONTRACT DRAWINGS WILL BE PROVIDED BY ARCHITECT FOR CONTRACTOR'S USE IN PREPARING THESE DRAWINGS. SUBMIT THESE DRAWINGS AS ELECTRONIC SUBMITTALS IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 01 33 00 "SUBMITTAL PROCEDURES." MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL AFTER SUBMITTAL OF FINAL RECORD DOCUMENTS. C. CONTROLLER CHARTS: 1. PROVIDE SCALED DRAWINGS FOR EACH CONTROLLER UNIT THAT HAD VALVES UPDATED OR REMOVED. THE CONTROLLER DRAWINGS SHALL BE A SCALED DRAWING OF THE AREA COVERED BY THAT CONTROLLER UNIT AND SHALL BE AT THE MAXIMUM SCALE THAT WILL FIT INSIDE THE CONTROLLER DOOR WITHOUT FOLDING THE DRAWING. THE CHART SHALL CONSIST OF A SITE PLAN, ENTIRE OR PARTIAL, SHOWING BUILDING(S), WALKS, ROADWAYS, AND WALLS. DRAWINGS SHALL SHOW VALVES AND SPRIN KLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER, IDENTIFYING EACH STATION BY SEPARATE COLOR. VALVE NUMBERS SHALL MATCH THE OPERATION SCHEDULE AND THE DRAWINGS. ALL ZONES CONTROLLED BY A CONTROLLER SHALL BE INCLUDED ON A SINGLE SHEET. ONLY THOSE AREAS CONTROLLED BY THAT CONTROLLER SHALL BE SHOWN. PROVIDE DRAFT FOR DISTRICT REVIEW PRIOR TO SUBM ITTAL DRAWING SHALL BE LAMINATED PLASTIC, AND SECURED TO THE INSIDE DOOR OF THE CONTROLLER ENCLOSURE. THE EXISTI NG STATIONS SHALL BE FIELD VERIFIED AND ALSO INDICATED ON THE DRAWING. 2. SUBMIT ADDITIONAL COPIES OF COLOR CODED CONTROLLER DRAWINGS AS FOLLOWS TWO 11-INCH X 17-INCH LAMINATED COPIES; ONE 8-INCH X 11-INCH LAMINATED COPY; AND ONE 11-INCH X 17-INCH NON-LAMINATED COPY. 3. AS AN EXCEPTION TO THE REQUIREMENTS OF SECTION 01 77 00 "CLOSEOUT PROCEDURES" SUBMIT CONTROLLER CHARTS PRIOR TO REQUESTING AN INSPECTION FOR SUBSTANTIAL COMPLETION. D. EQUIPMENT CERTIFICATIONS: 1. AS AN EXCEPTION TO THE REQUIREMENTS OF SECTION 017700 "CLOSEOUT PROCEDURES' SUBMIT THE FOLLOWING PRIOR TO REQUESTING AN INSPECTION FOR SUBSTANTIAL COMPLETION: a. ALL MANUFACTURERS' WARRANTY INFORMATION STATING LENGTH OF WARRANTY AND HOW TO EXERCISE WARRANTY ON ALL VALVES, IRRIGATION CONTROLLERS, SPRINKLERS, AND OTHER COMPONENTS. 1.9 WARRANTY A. SPECIAL WARRANTY: CONTRACTOR AGREES TO REPAIR OR REPLACE IRRIGATION SYSTEM COMPONENTS AND APPURTENANCES THAT ARE DEFECTIVE, FAULTY, OR FAIL IN MATERIALS, WORKMANSHIP, OR OPERATION WITHIN SPECIFIED WARRANTY PERIOD. 1. DEFECTS AND FAILURES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING a. LEAKS AND BREAKS ON VALVES, PIPING, FITTINGS, OR OTHER COMPONENTS. b. CRACKS IN PLASTIC VALVES, SPRINKLERS, FITTINGS, OR OTHER COMPONENTS. c. ELECTRICAL DISCONNECTS AND SHORT-CIRCUITS. d. FAULTY PERFORMANCE OF REMOTE CONTROL VALVES, QUICK COUPLER VALVES, AND MANUAL VALVES. e. DETERIORATION OF METALS, METAL FINISHES, AND OTHER MATERIALS BEYOND NORMAL WEATHERING. f. SETTLEMENT OF TRENCHES, VALVE BOXES, AND OTHER COMPONENTS. 1) REPAIR SHALL INCLUDE REPLACEMENT AND REPAIR OF SOIL, FINISH GRADES, MULCH (ORGANIC AND INORGANIC), TURFGRASS, PLANT MATERIALS, HARDSCAPE ELEMENTS, PAVING SURFACES, ETC. 2. WARRANTY PERIOD: TWO YEARS FROM THE DATE OF COMPLETION OF THE MAINTENANCE PERIOD. 1.11 QUALITY ASSURANCE A. INSTALLER QUALIFICATIONS: A QUALI FIED IRRIGATION SYSTEM CONTRACTOR WHOSE WORK HAS RESULTED IN SUCCESSFUL INSTALLATION AND OPERATION OF PLANTING IRRIGATION SYSTEMS. B. 1. EXPERIENCE: FIVE YEARS' EXPERIENCE IN LANDSCAPE IRRIGATI ON SYSTEM INSTALLATION. 2. CONTRACTOR'S FIELD SUPERVISION: MAINTAIN AN EXPERIENCED FULL-TIME SUPERVISOR ON PROJECT SITE WHEN WORK IS IN PROGRESS. 3. MAINTENANCE PROXIMITY: NOT MORE THAN TWO HOURS' NORMAL TRAVEL TIME FROM INSTALLER'S PLACE OF BUSINESS TO PROJECT SITE. CONFORM TO THE REQUIREMENTS OF THE REFERENCE INFORMATION LISTED BELOW EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED IN THE MOST CURRENT SET OF CONSTRUCTION DOCUMENTS: 1. AMERICAN SOCIETY FOR TESTING MATERIAL (ASTM), FOR TEST METHODS SPECIFICALLY REFERENCED IN THIS SECTION. 2. UNDERWRITER'S LABORATORIES (UL), FOR UL WIRES AND CABLES. 3. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70, ARTICLE 100, BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. 4, COMPLY WITH REQUIREMENTS THE CITY OF SAN DIEGO WATER UTILITIES DEPARTMENT FOR PREVENTING BACKFLOW AND BACK SIPHONAGE. 5. COMPLY WITH ASTM F 645, "GUIDE FOR SELECTION, DESIGN, AND INSTALLATION OF THERMOPLASTIC WATER PRESSURE PIPING SYSTEMS." 6. COMPLY WITH NFPA 70, "NATIONAL ELECTRICAL CODE," FOR ELECTRICAL CONNECTIONS BETWEEN WIRING AND ELECTRICALLY OPERA TED DEVICES. 7. FURNISH PLASTIC PIPE AND FITTINGS PERMANENTLY MARKED WITH SIZE, CLASS, AND TYPE OF PIPE, WORKING PRESSURE AT 73.4 DEGREES F, AND NATIONAL SANITATION FOUNDATION /11.IC'C"\ 0'\I ·- PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF ALL OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL .DIGJ -~RT SE COMPLETED AND VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDITION PER CMWO STANDARDS AND REGULATIONS AND DEHQ REGULATIONS -----& ----...... vv ---RECYCLED WATER COLOR NOTES: TM. DIAL TOLL FREE RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND IRRIGATION COMPONENTS SHALL BE PURPLE IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS 1 -800-422 -4133 ry AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ROOT BARRIER NOTE: ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL C. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION. D. COPPER PIPING COMPONENTS: INSTALLATION OF COPPER PIPING, BACKFLOW PREVENTION DEVICES, AND RELATED WORK SHALL BE ACCOMPLISHED BY A PLUMBING CONTRACTOR, LICENSED TO PERFORM THAT WORK. E. CENTRAL CONTROL SYSTEM COMMUNICATION CABLE INSTALLATION AND SPLICING OR RADIO COMMUNICATION SHALL BE TESTED AND CERTIFIED IN WRITING BY THE APPROPRIATE MANUFACTURER'S REPRESENTATIVE. THE SYSTEM SHALL ALSO BE TESTED ON LINE WITH THE CENTRAL COMPUTER SYSTEM PRIOR TO REQUESTING INSPECTION FOR SUBSTANTIAL COMPLETION. F. CODE REQU IREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL CODES AND REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE ARCHITECT. 1.12 SEQUENCING AND SCHEDULING A. INSTALL LANDSCAPE HEADERS, SIDEWALKS, AND MOWING STRIPS BEFORE INSTALLATION OF SPRINKLER SYSTEM. SLEEVES AND MAINLINES UNDER PAVING SHALL BE IN PLACE BEFORE PAVING CONSTRUCTION. B. SPECIMEN TREES (24 INCHES BOX AND LARGER) SHALL BE PLANTED BEFORE LOCATING THE IRRIGATION SYSTEM. C. COORDINATE LAWN SPRINKLER PIPING WITH UTILITY WORK. D. OBTAIN PERMISSION, IN WRITING, FROM THE DISTRICT AT LEAST 2 WORKING DAYS BEFORE SHUTTING OFF EXISTING IN_USE WATER LINES. CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE DISTRICT AS TO THE EXACT LENGTH OF TIME OF EACH SHUT_OFF. NOTIFY THE DISTRICT'S LANDSCAPE INSPECTOR OF SAID INTENT. 1.13 DELIVERY, STORAGE, AND HANDLING A. DELIVER PIPING WITH FACTORY-APPLI ED END CAPS. MAINTAIN END CAPS THROUGH SHIPPING, STORAGE, AND HANDLING TO PREVENT PIPE-END DAMAGE AND TO PREVENT ENTRANCE OF DIRT, DEBRIS, AND MOISTURE. B. STORE PLASTIC PIPING PROTECTED FROM DIRECT SUNLIGHT. SUPPORT TO PREVENT SAGGING AND BENDING. C. DISCARD PIPE THAT HAS BEEN DENTED OR DAMAGED UNLESS SUCH DENT OR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING. D. PROTECT VALVES, FITTINGS, AND APPURTENANCES FROM MOISTURE, DIRT, GREASE, AND OTHER POSSIBLE CONTAMINANTS. 1.14 PROJECT CONDITIONS A. INTERRUPTION OF EXISTING WATER SERVICE: DO NOT INTERRUPT WATER SERVICE TO FACILITIES OCCUPIED BY OWNER OR OTHERS UNLESS PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE TEMPORARY WATER SERVICE ACCORDING TO REQUIREMENTS INDICATED: 1. NOTIFY CONSTRUCTION MANAGER NO FEWER THAN SEVEN DAYS IN ADVANCE OF PROPOSED INTERRUPTION OF WATER SERVICE. 2. DO NOT PROCEED WITH INTERRUPTION OF WATER SERVICE WITHOUT DISTRICT CONSTRUCTION MANAGER'S WRITTEN PERMISSION. 3. OBTAIN CONSTRUCTION MANAGER'S WRITTEN APPROVAL OF EXACT LENGTH OF TIME FOR EACH SHUT-OFF OR WORK SESSION. PART 2 -PRODUCTS 2.1 PIPES, TUBES, AND FITTINGS A. GENERAL: 1. PIPE SIZES SHALL BE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. 2. PIPE SHALL BE IDENTIFIED WITH IN DELIBLE MARKINGS INCLUDING MANUFACTURER'S NAME, NOMINAL PIPE SIZE, SCHEDULE OR CLASS, PRESSURE RATING, NSF (NATIONAL SANITATION FOUNDATION) SEAL OF APPROVAL, AND DATE OF EXTRUSION. ALL PIPE SHALL BE PURPLE FOR RECYCLED WATER. B. PRESSURE SUPPLY LI NE: C. 1. PIPE, SOLVENT WELD: a. 3/4" TO 1-1/2-INCH SIZE PIPE: PVC SCHEDULE 40 CONFORMING TO ASTM D1785. b. 2" TO 3" INCH SIZE PIPE: PVC CLASS 315 BE (SOR 13.5) CONFORMING TO ASTM D 2241 . c. 4 INCH SIZE PIPE AND GREATER: PVC C900 (SOR 14). d. MANUFACTURED FROM VIRGIN POLYVINYL CHLORIDE (PVC) COMPOUND IN ACCORDANCE WITH ASTM 02241 AND ASTM D1784; CELL CLASSIFICATION 12454-B. e. TYPE 1, GRADE 1. 2. FITTINGS, UP TO 2-1/2-INCH SIZE PIPE: a. STANDARD WEIGHT, SCHEDULE 40, INJECTION MOLDED PVC, COMPLYING WITH ASTM D1784 AND D2466, CELL CLASSIFICATION 12454-B. b. THREADS: INJ ECTION MOLDED TYPE (WHERE REQUIRED). c. TEES AND ELLS: SIDE GATED. 3. FITTINGS, 3-INCH SIZE PIPE: a. STANDARD WEIGHT, SCHEDULE 80, INJECTION MOLDED PVC, COMPLYING WITH ASTM D1 784 AND D2466, CELL CLASSIFICATION 12454-B. b. THREADS: INJECTION MOLDED TYPE (WH ERE REQUIRED). c. TEES AND ELLS: SIDE GATED. 4. THREADED NIPPLES: ASTM D2464, SCHEDULE 80 WITH MOLDED THREADS. 5. JOINT CEMENT AND PRIMER: TYPE AS RECOMMENDED BY MANUFACTURER OF PIPE AND FITTINGS. 6. RECLAIMED WATER PVC PIPE TO BE COLOR CODED "PURPLE" IN COLOR AND MARKED ON TWO SIDES WITH RECLAIMED WATER WARNING STATEMENTS "CAUTION -RECLAIMED WATER". RECLAIMED WATER PIPING MUST BE ACCEPTED BY THE LOCAL RECLAIMED WATER GOVERNING AGENCIES. RECLAIMED WATER PVC PIPE SHALL USE STANDARD SCH. 40 PVC FITTINGS RECLAIMED WATER PVC PIPE TO BE BROWNLINE "ALERTLINE" OR EQUAL NON-PRESSURE LATERAL LIN ES: 1. NON-PRESSURE LATERAL LINES: (DOWNSTREAM OF ELECTRIC REMOTE CONTROL VALVE) PVC SCHEDULE 40, CONFORMING TO ASTM D1785-83. 2. FITTINGS: STANDARD WEIGHT, SCHEDULE 40, INJECTION MOLDED PVC, COMPLYING WITH ASTM D1784 AND D2466, CELL CLASSIFICATION 12454-B. 3. THREADS: INJECTION MOLDED TYPE (WHERE REQUIRED). 4. TEES AND ELLS: SIDE GATED. 5. THREADED NIPPLES: ASTM D2464, SCHEDULE 80 WITH MOLDED THREADS. 6. JOINT CEMENT AND PRIMER: TYPE AS RECOMMENDED BY MANUFACTURER OF PIPE AND FITTINGS. 7, RECLAIMED WATER PVC PIPE TO BE COLOR CODED "PURPLE" IN COLOR AND MARKED ON TWO SIDES WITH RECLAIMED WATER WARNING STATEMENTS "CAUTION -RECLAIMED WATER". RECLAIMED WATER PIPING MUST BE ACCEPTED BY THE LOCAL RECLAIMED 1-,ED ,.,,ioSCAP~ \. ~ 0<,<>~¥-y,£B(R,~/c,+ ~ ~ fr. ... ,.,. ~ ll. ~ n ~ 350 Camino De La Reina ~ ~ ~ .. Suite 510 -I< Signature * San Diego, CA 92108 Ren Oote 12131/2'5 J 619-398-3800 s,,.. ote 061101-;;;{.. ➔J-i" Ci" C>l,lf~ WWW.HED.DESIGN OAlE WATER GOVERNING AGENCIES. RECLAIMED WATER PVC PIPE SHALL USE STANDARD SCH. 40 PVC FITTINGS. RECLAIMED WATER PVC PIPE TO BE BROWNLINE "ALERTLINE" OR EQUAL D. SLEEVES AND CONDUIT: 1. SLEEVES FOR PRESSURE SUPPLY LINE UP TO 3-INCH SIZE PIPE AND NON-PRESSURE SU PPLY LINES SHALL BE TWICE THE NOMINAL SIZE OF THE PIPE UNLESS INDICATED OTHERWISE ON DRAWINGS. 2. SLEEVES FOR PRESSURE SUPPLY LINES 4-INCH SIZE AND LARGER SHALL BE 2-1/2 TIMES THE NOMINAL SIZE OF THE PIPE TO ACCOMMODATE ANY JOINTS AND JOINT RESTRAINTS INSIDE THE SLEEVE UNLESS INDICATED OTHERWISE ON DRAWINGS. 3. SLEEVE MATERIAL (PROVIDE SIZE SPECIFIED UNLESS IN DICATED OTHERWISE ON DRAWINGS): • a. PVC SCH 40 FOR PRESSURE SUPPLY MAINLINE. b. PVC SCH 40 FOR NON-PRESSURE LINES. c. ONE 2-INCH PVC SCH 40 SLEEVE FOR UP TO 30 DIRECT BURIAL CONTROL WIRES. d. ONE 3-INCH PVC SCH 40 SLEEVE FOR BETWEEN 31 AND 50 DIRECT BURIAL CONTROL WIRES. e. ONE 3-INCH PVC SCH 40 SLEEVE FOR EACH 1-1/4-INCH MASTER VALVE AND FLOW SENSING CABLE CONDUIT. f. ONE 3-INCH PVC SCH 40 SLEEVE FOR EACH 1-1/2-INCH COMMUNICATION CABLE CONDUIT. 4. CONDUIT MATERIAL (PROVIDE SIZE SPECIFIED UNLESS INDICATED OTHERWISE ON DRAWINGS): a. ONE ¾-INCH PVC SCH 40 CONDUIT FOR UP TO 5 WIRES. b. ONE 1-INCH PVC SCH 40 CONDUIT FOR UP TO 8 WIRES. c. ONE 1-1/4-INCH PVC SCH 40 CONDUIT FOR UP TO 15 WIRES. d. ONE 1-1/2-INCH PVC SCH 40 CONDUIT FOR UP TO 20 WIRES. e. ONE 2-INCH PVC SCH 40 CONDUIT FOR UP TO 30 WIRES. f. ONE 2-1/2-INCH PVC SCH 40 CONDUIT FOR UP TO 35 WIRES. g. ONE 1-1/4-INCH PVC SCH 40 WIRE CONDUIT FOR MASTER VALVE AND FLOW SENSING CABLE. 5. ALL SLEEVES SHALL BE RECLAIMED WATER PVC PIPE TO BE COLOR CODED "PURPLE" IN COLOR AND MARKED ON TWO SIDES WITH RECLAIMED WATER WARNING STATEMENTS "CAUTION -RECLAIMED WATER". RECLAIMED WATER PIPING MUST BE ACCEPTED BY THE LOCAL RECLAIMED WATER GOVERNING AGENCIES. RECLAIMED WATER PVC PIPE SHALL USE STANDARD SCH. 40 PVC FITTINGS. RECLAIMED WATER PVC PIPE TO BE BROWNLINE "ALERTLINE" OR EQUAL E. BRASS PIPE AND FITTINGS: 1. PRESSURE SUPPLY LINE (FROM POINT OF CONNECTION THROUGH BACKFLOW PREVENTION DEVICE): BRASS PIPE, REGULAR WEIGHT, 85 PERCENT RED BRASS, ANSI SCHEDULE 40 SCREWED PIPE. 2. FITTINGS: MEDIUM BRASS, SCREWED AT 125 POUND CLASS. 2.2 BACKFLOW PREVENTION DEVICE A. BACKFLOW PREVENTION DEVICE: EXISTING PROTECT IN PLACE PER DWGS 2.3 WYE STRAINERS A. WYE STRAINERS : EXISTING PROTECT IN PLACE 2.4 PRESSURE REGULATORS A. PRESSURE REGULATORS: EXISTING PROTECT IN PLACE 2.5 FLOW SENSORS A. EXISTING PROTECT IN PLACE 2.6 MASTER VALVES A. EXISTING PROTECT IN PLACE 2.7 ISOLATION VALVES -MAINLINE 2 ~" AND SMALLER A. ISOLATION GATE VALVES ARE ALL EXISTING IF ADDITIONAL ARE NEED MATCH EXISTING APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREA. 11 AS BUILT" RCE EXP. DATE 11/14/24 JA City S<Jbmitlol REVIE\/ED BY• 04/07/25 JA City Submittal 05/22/25 JA City Submittal INSPECTOR DATE /1\. l16T II CITY OF CARLS BAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PARKING STALL ADJ USTMENT LOT 75 RECYCLED WATER IRRIGATION SPECS I I APPROVED: ~ ~ PLANNING ;,-- ..., '1!J. £2.,,, I D\\f-1 BY: JA LP~~lf29i!o~9!3 INITIAL DAlE INITIAL DAlE INITIAL CHKD BY: MH I I DRAWING NO. DESIGNER Of WORK REVISION DESCRIPTION OlHER li'PROV/J. CITY APPROVAL RV'tYD BY: DEV2Q24-QQ:l 25 550-SL 2023-HA042-003 ©2022 Ewnirotfon Dote:IZ~l!,W SHEET 16 OF ..JS...SHEETS B. ISOLATION GATE VALVE -MAINLINE PIPE 3 INCHES AND LARGER: 1. MODEL: EXISTING, IF NEW VALVES ARE REQUIRED THEY SHALL MATCH THE EXISTING VALVES 2.8 AUTOMATIC CONTROL VALVES A. ELECTRONIC REMOTE CONTROL VALVES: ARE EXISTING AND SHALL NOT BE PROTECTED IN PLACE AND ONLY REPLACED IF NECESSARY TO MEET IRRIGATION DEMAND 2.9 QUICK COUPLER VALVES A. QUICK COUPLER VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. B. QUICK COUPLER VALVES SHALL BE BRASS WITH A WALL THICKNESS GUARANTEED TO WITHSTAND NORMAL WORKING PRESSURE OF 150 PSI WITHOUT LEAKAGE. VALVES SHALL HAVE¾ 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. HINGE COVER SHALL BE THE LOCKING TYPE IN COLOR CONSTRUCTED OF BRASS WITH A RUBBER-LIKE VINYL COVER. VINYL QUICK COUPLER COVER TO BE PURPLE WITH THE WORDS "WARNING -RECLAIMED WATER -DO NOT DRINK" PERMANENTLY MARKED ON THE LID .. 2.11 VALVE BOXES A. VALVE BOXES: BOXES ADJACENT TO PAVED AREAS SUBJECT TO VEHICULAR TRAFFIC SHALL BE COMMERCIAL GRADE PRECAST CONCRETE WITH CAST IRON LIDS DESIGNED TO RESIST VEHICULAR TRAFFIC. CONCRETE VALVE BOXES SHALL HAVE LOCKABLE COVERS. BOXES IN All OTHER AREAS SHALL BE PLASTIC VALVE BOXES AS FOLLOWS: 1. All VALVE BOXES SHALL BE PURPLE TO INDICATE THE USE OF RECYCLED WATER AND MATCH EXISTING MANUFACTURER. 2.15 IRRIGATION HEADS A. SPRINKLER HEADS SHALL BE OF THE MANUFACTURER, SIZE , TYPE, WITH RADIUS OF THROW, OPERATING PRESSURE AND DISCHARGE RATE INDICATED ON THE DRAWINGS. B. POP-UP HEADS AND RISER HEADS SHALL BE USED. C. POP-UP HEADS AND GEAR DRIVEN ROTORS USED ON RECLAIMED WATER SYSTEMS SHALL HAVE A COLOR CODED PURPLE CAP WITH RECLAIMED WATER WARNINGS EMBOSSED ON THE TOP SURFACE RISER HEADS SHALL HAVE A SELF-ADHESIVE RECLAIMED WATER STICKER PLACED ON THE RISER DIRECTLY BELOW THE SPRINKLER BODY. ALL RECLAIMED WATER WARNINGS SHALL BE IN ENGLISH AND SPANISH AND HAVE THE INTERNATIONAL SYMBOL FOR "DO NOT DRINK". ALL RECLAIMED WATER WARNINGS SHALL BE AS REQUIRED BY THE LOCAL WATER UTILITY. D. SWING JOINT ASSEMBLIES: a. FOR 3/4" SPRINKLERS SHALL BE WITH MARLEX STREET ELLS OR PRE-ASSEMBLED, DOUBLE O-RING , SCHEDULE 80 PVC. b. FOR 1-INCH AND GREATER SPRINKLER INLETS SHALL BE PRE-ASSEMBLED, DOUBLE O-RING, SCHEDULE 80 PVC. 2.16 DRIP IRRIGATION SPECIALTIES A. DRIPLINE TUBING SHALL BE OF THE MANUFACTURER, MODEL NUMBER AND DISTRIBUTION (EMITTER FLOW AND SPACING) INDICATED ON THE DRAWINGS. B. DRIP EMITTERS, BUBBLERS AND MICRO-SPRAYS SHALL BE OF THE MANUFACTURER AND MODEL NUMBER INDICATED ON THE DRAWINGS. C. DISTRIBUTION TUBING, CONNECTORS AND INSERT OR COMPRESSION FITTINGS SHALL BE OF THE MANUFACTURER AND TYPE INDICATED ON THE DRAWINGS. 2.17 AUTOMATIC CONTROLLER UNIT A. EXISTING CONTROLLER: 1. THE NUMBER AND LOCATION OF THE EXISTING CONTROLLER SHALL BE AS INDICATED ON THE DRAWINGS. B. CONTROL EQUIPMENT ENCLOSURE: 1. EXISTING, THE CONTRACTOR SHALL FIELD VERIFY THAT IT IS IN SUITABLE CONDITION AND NOT RUSTED, WEATHER RESISTANT, NOT BEEN TAMPERED WITH AND CAN STI LL BE UTILIZED. 2. FIELD VERIFY THE ENCLOSURE SHALL BE MANUFACTURED WITH A CONTINUOUS DRAINAGE CHANNEL WHICH MATES WITH A TEARDROP SHAPED, HOLLOW CENTER, WATERTIGHT, THERMOPLASTIC DOOR SEAL. THE ABOVE-DESCRIBED PRODUCT SHALL BE A NEMA 3R RAINPROOF ENCLOSURE AS LISTED BY UNDERWRITER LABORATORIES, INC. 3. FIELD VERIFY THE CONTROLLER IS STILL UPRIGHT AND SECURED TO THE EXISTING MOUNTING PAD. 2.1 9 WIRE SPLICE KIT A FOR DIRECT BURIAL WITH WATERPROOF CONNECTORS. KIT SHALL INCLUDE A HIGH IMPACT POLYPROPYLENE TUBE, WITH WIRE NUT, PRE-FILLED WITH MOISTURE-RESISTANT DIELECTRIC SILICONE SEALANT MATERIAL, TO MOISTURE-SEAL WIRE CONNECTIONS FOR DIRECT BURIAL. CONNECTORS SHALL BE MODEL DBR/Y-6 AS MANUFACTURED BY THE 3M COMPANY OR EQUAL 2.20 WARNING TAPE A. TAPE SHALL BE DETECTABLE PURPLE COLOR MARKING TAPE WITH THE WORDS "CAUTION - NON-POTABLE WATER LINE BURIED BELOW' IN 1-INCH SIZE MINIMUM LETTERS. THE WARNING MESSAGE SHALL BE ENCASED WITHIN THE TAPE TO PREVENT INK RUB-OFF AND BE IMPERVIOUS TO ACID, ALKALI, AND OTHER DESTRUCTIVE ELEMENTS TYPICALLY FOUND IN SOIL. MINIMUM THICKNESS 4.5-MIL, WITH 0.0035-MIL SOLID ALUMINUM FOIL CORE. WIDTHS SHALL BE AT LEAST THREE-FOURTHS OF THE DIAMETER OF THE PIPE BEING PROTECTED, 3-INCH SIZE MINIMUM. 2.21 SAND BEDDING A SAND BEDDING MATERIAL SHALL BE CLEAN, WASHED, CONSTRUCTION GRADE TYPE. 8. SAND BEDDING MATERIAL SHALL BE FREE OF ROCKS, CLAY, ORGANIC MATTER, OR OTHER OBJECTIONABLE MATERIAL. C. SAND BEDDING MATERIAL SHALL NOT CONTAIN ANGULAR MATERIAL, AS DESCRIBED IN ASTM D2488. PART3-EXECUTION 3.1 EXAMINATION A. EXAMINE FIELD CONDITIONS WITH INSTALLER PRESENT PRIOR TO BEGINNING THE WORK OF THIS SECTION. GRADING OPERATIONS SHALL BE COMPLETED AND APPROVED PRIOR TO BEGINNING WORK. B. VERIFY ALL SLEEVE LOCATIONS PRIOR TO BEGINNING WORK OF THIS SECTION. FLAG ALL EXISTING SLEEVES AND CONDUITS INSTALLED BY OTHER TRADES. C. VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES, VALVES, MANHOLES, CATCH BASINS, AND OTHER APPURTENANCES THAT WILL AFFECT THE LAYOUT OF THE SPRINKLER SYSTEM. VERIFY LOCATION OF EXISTING TREES, NEW SPECIMEN TREES, AND OTHER OBSTRUCTIONS RECYCLED WATER CONNECTION NOTE THAT WILL AFFECT THE LAYOUT OF THE SPRINKLER SYSTEM. VERIFY LOCATION OF STUB OUTS AND POINTS OF CONNECTION TO THE WATER SUPPLY SYSTEM. VERIFY LOCATION OF ALL NEW AND EXISTING ARCHITECTURAL ELEMENTS. D. REPORT ANY CONFLICTS AND DISCREPANCIES TO THE CONSTRUCTION MANAGER IM MEDIATELY. DO NOT BEGIN WORK UNTIL CONFLICTS AND OTHER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3.2 PREPARATION A. LOCATIONS OF PIPING AND EQUIPMENT INDICATED ON DRAWINGS IS DIAGRAMMATIC AND APPROXIMATE AND SHALL BE ADJUSTED AS NECESSARY AND AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE. B. PRESERVE AND PROTECT ALL EXISTING TREES, PLANTS, MONUMENTS, STRUCTURES, HARDSCAPE AND ARCHITECTURAL ELEMENTS TO REMAIN FROM DAMAGE DUE TO WORK IN THIS SECTION. IN THE EVENT THAT DAMAGE DOES OCCUR TO INANIMATE OBJECTS AND STRUCTURES, REPAIR OR REPLACE SUCH DAMAGE TO THE SATISFACTION OF THE DISTRICT. CONTRACTOR, AT CONTRACTOR'S EXPENSE, SHALL REPLACE DAMAGED OR INJURED LIVING PLANT MATERIAL. SEE SECTION 01 56 39 ''TEMPORARY TREE AND PLANT PROTECTION". C. SPRINKLER LINES SHALL HAVE A MINIMUM CLEARANCE OF 12 INCHES FROM EACH OTHER AND FROM OTHER UTILITY LINES. DO NOT INSTALL PARALLEL LINES DIRECTLY OVER ONE ANOTHER D. CONSTRUCT IRRIGATION SYSTEM TO THE SIZES AND GRADES AT THE LOCATIONS INDICATED. MARK W ITH POWDERED AGRICULTURAL GYPSUM OR MARKING PAINT ROUTING OF PRESSURE SUPPLY LINE AND STAKE THE LOCATION OF EACH SPRAY HEAD, ROTOR, FLUSH VALVE ASSEMBLY, ELECTRIC CONTROL VALVE AND OTHER RELATED EQUIPMENT FOR THE FIRST THREE ZONES. PROJECT INSPECTOR SHALL REVIEW STAKING WITH CONTRACTOR AND DIRECT ANY NECESSARY CHANGES PRIOR TO PROCEEDING TO OTHER ZONES. THIS REVIEW DOES NOT IN ANY WAY ALLEVIATE CONTRACTOR FROM THE RESPONSIBILITIES ASSOCIATED WITH PROPER UNIFORMITY AND DISTRIBUTION OF HEAD PLACEMENT AFTER STAKING. E. INSTALL SLEEVES TO ACCOMMODATE PIPES AND WIRES UNDER PAVING, HARDSCAPE AREAS, SIDEWALKS, AND PATHS PRIOR TO ASPHALT AND CONCRETE OPERATIONS. COMPACT BACKFILL AROUND SLEEVES TO 95 PERCENT MODIFIED PROCTOR DENSITY WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D1557. WHERE NOT YET UTILIZED, CLOSE SLEEVE ENDS WITH CLOTH DUCT TAPE. F. INSTALL LANDSCAPE HEADERS, SIDEWALKS, ROADWAYS, CURBS, WALLS, CONCRETE BANDS, MOWING STRIPS, AND OTHER PERMANENT HARDSCAPE ELEMENTS BEFORE INSTALLATION OF SPRINKLER SYSTEM. G. PLANT SPECIMEN TREES 24-INCH BOX AND LARGER BEFORE INSTALLATION OF THE IRRIGATION SYSTEM. 3.3 EXCAVATION AND BACKFILLING OF TRENCHES FOR IRRIGATION A. FOLLOW LAYOUT INDICATED ON DRAWINGS AS CLOSELY AS POSSIBLE IN EXCAVATING TRENCHES. TRENCHES SHALL BE STRAIGHT IN ALIGNMENT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. REMOVE ROCKS AND DEBRIS GREATER THAN 1-INCH IN DIAMETER OVER EXCAVATE AS REQUIRED FOR BEDDING MATERIAL. B. SPECIFIED DEPTHS OF PRESSURE SUPPLY LINES, LATERALS AND PITCH OF PIPES AS STATED IN THIS SECTION ARE MINIMUMS. SETTLEMENT OF TRENCHES LOWER THAN GRADES INDICATED ON DRAWINGS IS CAUSE FOR REMOVAL OF FINISH GRADE TREATMENT, REFI LLING TRENCHES, RE-COMPACTING AND REPAIRING OF FINISH GRADE TREATMENT. C. TRENCHING OR OTHER WORK REQUIRED IN THIS SECTION UNDER THE LIMB SPREAD OF EXISTING TREES SHALL BE DONE BY HAND OR BY OTHER METHODS SO AS TO PREVENT DAMAGE OR HARM TO LIMBS, BRANCHES, AND ROOTS. D. TRENCHING IN AREAS WHERE ROOT DIAMETER OF EXISTING TREES EXCEEDS 1-INCH SHALL BE DONE BY HAND. EXPOSED ROOTS OF THIS SIZE SHALL BE HEAVILY WRAPPED WITH MOISTENED BURLAP TO AVOID SCARRING OR EXCESSIVE DRYING. WHERE A TRENCHING MACHINE IS OPERATED IN PROXIMITY TO ROOTS THAT ARE LESS THAN 1-INCH, THE WALL OF THE TRENCH SHALL BE HAND TRIMMED, MAKING CLEA N CUTS THROUGH ROOTS. E. TRENCHES ADJACENT TO OR UNDER EXISTING TREES SHALL BE CLOSED WITHIN 24 HOURS. WHEN THIS IS NOT POSSIBLE, THE SIDE OF TRENCH CLOSEST TO THE TREE OR TREES AFFECTED SHALL BE COVERED WITH MOISTENED BURLAP. F. PROTECT, MAINTAIN, AND COORDINATE WORK WITH OTHER CONTRACTS, TRADES, AND UTILITIES. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING IN AREAS WHERE UTILITIES EXIST. REPAIR DAMAGED CAUSED BY CONTRACTOR OPERATIONS AT NO COST TO THE DISTRICT. G. USE CAUTION WHERE TRENCHES AND PIPING CROSS EXISTING ROADWAYS, SIDEWALKS, HARDSCAPE, PATHS, OR CURBS. REPAIR DAMAGED CAUSED BY CONTRACTOR OPERATIONS AT NO COST TO THE DISTRICT. H. DEPTH OF TRENCH IN LANDSCAPE AREAS (UNLESS INDICATED OTHERWISE ON DRAWINGS): 1. PRESSURE SUPPLY LI NE: 18-INCH FROM TOP OF PIPE TO FINISH GRADE. 2. NON-PRESSURE LINE (FOR ALL ROTOR SPRINKLER HEADS AND 12-INCH POP-UP HEADS) 12-INCH FROM TOP OF PIPE TO FINISH GRADE. 3. NON-PRESSURE LINE (FOR All NON-ROTOR SPRINKLER HEADS AND 6-INCH POP-UP HEADS) 12-INCH FROM TOP OF PIPE TO FINISH GRADE. 4. CONTROL WIRING: DIRECTLY AT SIDE AND BOTTOM OF PRESSURE SUPPLY LINE. 5. COMMUNICATION CABLE: OPPOSITE SIDE OF CONTROL WIRING. 6. PRESSURE SUPPLY LI NE LOCATOR TAPE: 6-INCH ABOVE TOP OF PIPE, AT A MAXIMUM DEPTH OF 12-INCH BELOW FINISH GRADE. I. DEPTH OF TRENCH UNDER ASPHALT PAVING OR CONCRETE, WITH PIPE OR WIRES IN SLEEVES (UNLESS INDICATED OTHERWISE ON DRAWINGS): 1. PRESSURE SUPPLY LINE: 30-INCH FROM TOP OF FINISH GRADE TO TOP OF SLEEVE. 2. NON-PRESSURE LINE: 18-INCH FROM TOP OF FINISH GRADE TO TOP OF SLEEVE. 3. CONTROL WIRING: 36-INCH FROM TOP OF FINISH GRADE TO TOP OF SLEEVE. 4. COMMUNICATION CABLE: 36-INCH FROM TOP OF FINISH GRADE TO TOP OF SLEEVE. 5. PRESSURE SUPPLY LINE LOCATER TAPE: 6-INCH ABOVE TOP OF PIPE, AT A MAXIMUM DEPTH OF 30-INCH BELOW FINISH GRADE. 6. NON-PRESSURE SUPPLY LINE LOCATER TAPE: 6-INCH ABOVE TOP OF PIPE, AT A MAXIMUM DEPTH OF 30-INCH BELOW FINISH GRADE. 7. PIPING LOCATED UNDER ASPHALT PAVING OR CONCRETE SHALL BE INSTALLED WITH THE APPROPRIATE SIZED SLEEVE. BACKFILL WITH SAND BEDDING (6-INCH BELOW PIPE AND 6-INCH ABOVE PIPE.) J. WIDTH OF TRENCH (UNLESS INDICATED OTHERWISE ON DRAWINGS): 1. PIPE GREATER THAN 3-INCH: 18-INCH MINIMUM. 2. PIPE LESS THAN 3-INCH: 12-INCH MINIMUM. K. DISTANCE BETWEEN TRENCHES: 1. IRRIGATI ON TRENCH TO IRRIGATION TRENCH: 6-INCH MINIMUM. 2. IRRIGATI ON TRENCH TO OTHER TRADE TRENCHES: 12-INCH MINIMUM. L. SLEEVES: 1. PROVIDE SPECIFIED SIZED SLEEVES FOR PIPING LOCATED UNDER ASPHALT PAVING OR CONCRETE. 2. CONSULT WITH DISTRICT CONSTRUCTION MANAGER FOR DIRECTION WHEN SLEEVE RUNS EXCEED 100 FEET IN LENGTH. M. BACKFILLING: BACKFILLING OF TRENCHES SHALL NOT BE DONE UNTIL ALL REQUIRED TESTING FOR THE IRRIGATION SYSTEM HAS BEEN COMPLETED: 1. MATERIAL: EXCAVATED MATERIAL IS GENERALLY CONSIDERED TO BE ADEQUATE FOR BACKFILLING OPERATIONS. BEFORE BEGINNING THE BACKFILLING OPERATION, INSURE THAT BACKFILL MATERIAL IS FREE FROM DEBRIS AND ROCKS GREATER THAN 1-INCH IN DIAMETER, AND IS NOT MIXED WITH TOPSOIL LEGALLY DISPOSE OF THESE MATERIALS AFTER BEING SEPARATED FROM BACKFILL. 2. BED PRESSURE SUPPLY LINE WITH CONSTRUCTION GRADE SAND 6-INCH ABOVE AND 6-INCH PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF ALL OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL DIG -~RT BE COMPLETED AND VERIFIED THAT THEY ARE INADEQUATE WORKING CONDITION PER CMWD STANDARDS AND REGULATIONS AND DEHQ REGULATIONS .. .. ... ...... ... ... -... -.. RECYCLED WATER COLOR NOTES: --~\ -, ... --DIAL TOLL FREE RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND IRRIGATION COMPONENTS SHALL BE PURPLE IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS ~Q 1 -800-422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ROOT BARRIER NOT E: ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL BELOW PIPE. REMAINING BACKFILL SHALL BE AS DESCRIBED ABOVE. 3. BED ALL ELECTRICAL CONTROL WIRE AND COMMUNICATION CABLE WIRE, TRENCHED SEPARATE FROM PRESSURE SUPPLY LI NE, WITH CONSTRUCTION GRADE SAND 6-INCH ABOVE AND 6-INCH BELOW WIRES. 4. BED ALL SLEEVES WITH SAND BEDDING WITH CONSTRUCTION GRADE SAND 6 INCHES ABOVE AND 6 INCHES BELOW PIPE SLEEVES. 5. SET IN PLACE, CAP AND PRESSURE TEST PIPING IN THE PRESENCE OF THE PROJECT INSPECTOR PRIOR TO BACKFILLING. 6. COMPACT BACKFILL TO A 90 PERCENT MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557 WITH A MECHANICAL TAMPER DO NOT LEAVE TRENCHES OPEN FOR A PERIOD GREATER THAN 48 HOURS. OPEN TRENCHES SHALL BE PROTECTED IN ACCORDANCE WITH CURRENT OSHA REGULATIONS. SLIGHTLY MOUND FILLED TRENCHES FOR SETTLEMENT AFTER BACKFILLING IS COMPACTED. 7. SMOOTH TRENCHES TO MATCH SURROUNDING FINISH GRADE PRIOR TO REQUESTING INSPECTION FOR SUBSTANTIAL COMPLETION 3.4 POINT(S) OF CONNECTION A. POINT($) OF CONNECTION SHALL BE APPROXIMATELY AS INDICATED ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES, AND PROVIDE ALL FLANGES, ADAPTERS, OR OTHER NECESSARY FITTINGS. 3.5 SOLVENT WELDED POLYVINYL CHLORIDE (PVC) PIPE INSTALLATION A. POLYVINYL CHLORIDE PIPE SHALL BE CUT WITH AN APPROVED PVC PIPE CUTTER DESIGNED ONLY FOR THAT PURPOSE. B. ALL PLASTIC-TO-PLASTIC SOLVENT WELD JOINTS SHALL USE SOLVENT RECOMMENDED BY THE PIPE MANUFACTURER DO NOT INSTALL SOLVENT WELD PIPE WHEN TEMPERATURE IS BELOW 40DEG F. C. WIPE PIPE ENDS AND FITTINGS CLEAN BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. D. SNAKE PIPE FROM SIDE-TO-SIDE ON TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. E. ALL CHANGES OF DIRECTION OVER 15 DEGREES SHALL BE MADE WITH APPROPRIATE FITTINGS. F. WHEN PIPE LAYING IS NOT COMPLETED BY THE EN D OF THE WORKDAY, CLOSE PIPE ENDS WITH TIGHT PLUG OR CAP. G. INSTALL PRESSURE SUPPLY LINE LOCATING TAPE ALONG THE ENTIRE LENGTH OF PRESSURE SUPPLY LINE. H. COORDINATE PRESSURE SUPPLY LINE WITH SAND BEDDING OPERATIONS. I. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. J. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING A ND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. 3.6 COPPER PIPE INSTALLATION A. COPPER PIPING SHALL BE CUT BY A POWER HACKSAW, A CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR BY MEANS OF A HAND HACKSAW. NO PIPING SHALL BE CUT WITH A METALLIC WHEEL CUTTER OF ANY DESCRIPTION. ALL PIPES SHALL BE REAMED AND ROUGH EDGES OR BURRS REMOVED SO THAT A SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. B. ECCENTRIC REDUCING FITTINGS SHALL BE USED WHERE CHANGE IN PIPE SIZE OCCURS. BUSHINGS SHALL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY THE PROJECT INSPECTOR C. APPLY EMERY CLOTH TO PIPE ENDS AND WIPE WITH CLEAN CLOTH PRIOR TO SOLDER WELDING PIPE END TO FITTING. APPLY AN EVEN LAYER OF FLUX ALONG AREA TO BE SOLDERED. APPLY SOLDER UNIFORMLY AROUND JOINT AND LET COOL AFTER COOLING LIGHTLY APPLY EMERY CLOTH ALONG SOLDERED AREA UNTIL SMOOTH. D. ALL EXPOSED PIPING UNDER STRUCTURAL SLABS SHALL BE STENCILED WITH "IRRIGATION MAIN" OR "IRRIGATION LATERAL" AS REQUIRED, AT TEN FOOT INTERVALS IN BLACK PERMANENT INK LETTERING, 3/4-INCH MINIMUM HIGH. 3.7 BRASS PIPE INSTALLATION A. BRASS PIPING SHALL BE CUT BY A POWER HACKSAW, A CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR BY MEANS OF A HAND HACKSAW. ALL PIPES SHALL BE REAMED AND ROUGH EDGES OR BURRS REMOVED SO THAT A SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. B. ECCENTRIC REDUCING FITTINGS SHALL BE USED WHERE CHANGE IN PIPE SIZE OCCURS. BUSHINGS SHALL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY THE PROJECT INSPECTOR C. CAREFULLY AND SMOOTHLY PLACE JOINT COMPOUND ON THE MALE THREAD ONLY. ALL SCREWED JOINTS SHALL BE TIGHTENED WITH TONGS OR WRENCHES. CAULKING OF ANY KIND IS NOT PERMITTED. D. All EXPOSED PIPING UNDER STRUCTURAL SLABS SHALL BE STENCILED WITH "IRRIGATION MAIN" OR "IRRIGATION LATERAL" AS REQUIRED, AT TEN FOOT INTERVALS IN BLACK PERMANENT INK LETTERING, 3/4-INCH SIZE MINIMUM. 3.8 CONCRETE THRUST BLOCKS INSTALLATION (UP TO 3-INCH SIZE PIPE) A INSTALL CONCRETE THRUST BLOCKS BEHIND EACH FITTING ACCORDING TO THE FOLLOWING 1. PROVIDE THRUST BLOCKS ON ALL 3-INCH AND BELOW BELL END SOLVENT WELD PIPE AND FITTINGS, AND ENDS WHERE LINE CHANGES 30 DEGREES AND GREATER 2. PROVIDE THRUST BLOCKS OF CONCRETE HAVING A COMPRESSION STRENGTH OF 2,500 PSI OR GREATER 3. FORM THRUST BLOCKS AGAINST SOLID UNEXCAVATED EARTH THAT HAS BEEN UNDAMAGED BY MECHANICAL EQUIPMENT. 4. THE SPACE BETWEEN PIPE AND TRENCH WALL SHALL BE FILLED TO THE HEIGHT OF THE OUTSIDE DIAMETER OF THE PIPE. SIZE THRUST BLOCK IN ACCORDANCE WITH ASAE STANDARDS. 5. IF UNABLE TO FORM APPROVED THRUST BLOCK AGAINST SOLID UNEXCAVATEO EARTH, MECHANICAL JOINT RESTRAINTS SHALL BE USED. 3.9 JOINT RESTRAINT INSTALLATION (4-INCH SIZE PIPE AND GREATER) A. ALL CHANGES OF DIRECTION 30 DEGREES AND GREATER AND LOCATIONS OF PIPE REDUCTIONS SHALL BE MECHANICALLY RESTRAINED WITH JOINT RESTRAINTS. ADDITIONAL ADJACENT JOINTS SHALL ALSO BE RESTRAINED PER MANUFACTURER'S RECOMMENDATIONS 8. INSTALL JOINT RESTRAINTS AS PER MANUFACTURER'S RECOMMENDATIONS. C. CONCRETE THRUST BLOCKS SHALL NOT BE USED ON 4-INCH SIZE PIPE AND GREATER. 3.10 BACKFLOW PREVENTION DEVICE AND ENCLOSURE INSTALLATION A. EXISTING. 3.11 FLOW SENSOR INSTALLATION A. EXISTING. PROTECT IN PLACE. 3.12 MASTER VALVE INSTALLATION A. EXISTING. PROTECT IN PLACE 3.13 ISOLATION BALL AND GATE VAL VE INSTALLATION A. INSTALL ISOLATION BALL VALVES IN SEPARATE ROUND VALVE BOXES AS INDICATED ON DRAWINGS. B. FIT EACH VALVE WITH A ROUND VALVE BOX AND ENSURE CLEARANCES WILL ALLOW FULL AND --------,,.-•-•• ---• 1 ••-A •-••.I\•-I IA ·•-• r""'•"'-• -- 1-IED \..p,.NOSCAP(' f>'v<J~'/-,-EBt,;,:~S. ◄-9<'7 ~~ ~ ~S" /.,>. (j <" .... ,,. ,, ("I 350 Camino De La Reina -..J • ... ~--', Suite 510 ~ Signotvre * San Diego, CA 92108 Ren Oote 12'31125 619-398-3800 .S ote os/10/25/4. ~r. ~' € Qt-CA\..\f WWW.HED.DESIGN DATE 3.1 4 QUICK COUPLING VALVE INSTALLATION A. INSTALL QUICK COUPLING VALVES WITH BRASS RISER SET IN A 1-CUBIC FOOT CONCRETE FOOTING. SET PLUMB AND TRUE IN CENTER OF BOX WITH QCV TOP 3-INCH BELOW BOX LID. ENSURE THAT PROPER QUICK COUPLING KEY OPERATION IS PROVIDED WITH EACH INSTALLATION. B. INSTALL IN SEPARATE ROUND VALVE BOX AS INDICATED ON THE DRAWINGS. C. FIT EACH VALVE WITH A ROUND VALVE BOX AND ENSURE CLEARANCES WILL ALLOW FULL AND COMPLETE OPERATION OF VALVE AND VALVE HANDLE WITHIN BOX. 3.15 ELECTRIC REMOTE CONTROL VALVE INSTALLATION A INSTALL EACH ELECTRIC CONTROL VALVE IN A SEPARATE VALVE BOX SO THAT CROSS HANDLE IS 3-INCH MINIMUM BELOW VALVE BOX COVER INSTALL WITH UNION TYPE CONNECTION. FIT EACH VALVE WITH A RECTANGULAR VALVE BOX, SET OVER 3/4-INCH GRAVEL WITH FILTER FABRIC. 8. GROUP ELECTRIC REMOTE CONTROL VALVES TOGETHER WITH NO MORE THAN 4 PER CLUSTER ALLOW A MAXIMUM OF 12-INCH BETWEEN EACH VALVE BOXES. INSTALL VALVE BOXES IN THE SAME DIRECTION AND PARALLEL WITH ONE ANOTHER AND PERPENDICULAR TO PAVING, HARDSCAPE, SIDEWALKS AND PATHS. INSTALL EACH MANIFOLD GROUP WITH A BALL VALVE SIZED EQUAL TO THE LARGEST NON-PRESSURE LATERAL LINE IN THE MANIFOLD. C. CONNECTION OF ELECTRIC REMOTE CONTROL VALVE WIRES SHALL ONLY BE MADE WITHIN THE VALVE BOX OF THE ELECTRIC REMOTE CONTROL VALVE. WIRE CONNECTIONS ON ELECTRIC REMOTE CONTROL VALVE 24-VOLTWIRE SHALL BE MADE WITH DIRECT BURIAL WATERPROOF CONNECTOR, INSTALLED PE R MANUFACTURER'S SPECIFICATIONS. D. AFTER FINAL WIRING AND APPROVAL OF CONTROLLER STATION SEQUENCING, SECURE VALVE IDENTIFICATION TAG TO VALVE SOLENOID WIRES. 3.16 CH ECK VAL VE INSTALLATION A. INSTALL CHECK VALVES IN A SEPARATE ROUND VALVE BOXES AT A MAXIMUM OF 10-INCH BELOW VALVE BOX COVER. PLASTIC VALVE BOXES SHALL BE SECURED WITH A STAINLESS STEEL LOCKING BOLT MECHANISM, AND SET OVER 3/4-INCH GRAVEL WITH FILTER FABRIC. 3.17 VALVE BOX INSTALLATION A. INSTALL VALVE BOXES WITH EACH TYPE OF IRRIGATION EQUIPMENT SO THAT TOP OF VALVE BOX IS ABOVE FINISH GRADE AS SHOWN ON DETAILS. VALVE BOX EXTENSIONS ARE NOT ACCEPTABLE EXCEPT FOR MAINLINE ISOLATION GATE VALVES. B. PLACE FILTER FABRIC BELOW AND AROUND EACH VALVE BOX PRIOR TO INSTALLING VALVE BOX AS SPECIFIED ON THE DETAIL DRAWINGS. PLACE GRAVEL INSIDE VALVE BOX, TO A MINIMUM 4-INCH DEPTH, ALLOWING FULL ACCESS IN AND AROUND ALL FITTINGS. VALVE BOX SHALL BE FULLY SUPPORTED BY BRICK SUPPORTS. C. BRAND THE VALVE BOX LID OF ASSOCIATED EQUIPMENT AS FOLLOWS: 1. ELECTRIC REMOTE CONTROL VALVE BOX LID WITH "CONTROLLER LETTER AND STATION NUMBER" 2. QUICK COUPLING VALVE BOX LID WITH THE LETTERS "QCV." 3. ISOLATION GATE VALVE BOX LID WITH THE LETTERS "GV." 4. MANIFOLD ISOLATION BALL VALVE BOX LIO WITH THE LETTERS "BV." 5. SPARE WIRE BOX LI DS WITH THE LETTERS "SW." 6. WIRE SPLICE BOX LID WITH THE LETTERS "WS." 7. COMMUNICATION CABLE SPLICE BOX LIO WITH THE LETTERS "COMM." 8. GROUNDING ROD VALVE BOX LIO WITH THE LETTERS "GR." 9. AIR RELEASE VALVE BOX LID WITH THE LETTERS "ARV." 10. CHECK VALVE BOX LID WITH THE LETTERS "CV" 11 . AUTOMATIC FLUSH VALVE BOX LID WITH THE LETTERS "AFV" 12. DRIP CONNECTION VALVE BOX LID WITH THE LETTERS • DC" D. LETTER AND NUMBER SIZE OF BRANDS SHALL BE NO LESS THAN 1-INCH AND NO GREATER THAN 1-1/2-INCH IN HEIGHT AND SHALL BE 1/8-INCH MAXIMUM IN DEPTH. SUBMIT SAMPLE BRANDING TO THE PROJECT INSPECTOR PRIOR TO COMMENCEMENT OF WORK. COORDINATE WITH PROJECT IN SPECTOR FOR ANY NON-LISTED EQUIPMENT BOX IDENTIFICATION REQUIRED. E. INSPECTION FOR SUBSTANTIAL COMPLETION SHALL NOT BE ALLOWED UNTIL ALL BRANDING IS COMPLETE AND APPROVED BY PROJECT INSPECTOR F. SECURE PLASTIC VALVE BOX COVERS WITH A STAINLESS STEEL LOCKING BOLT MECHANISM. 3.18 SPRINKLER INSTALLATION A FLUSH CIRCUIT PIPING WITH FULL WATER PRESSURE ANO INSTALL SPRINKLERS AFTER HYDROSTATIC TEST IS COMPLETED. B. LOCATE PART CIRCLE SPRINKLERS TO MAINTAIN A MINIMUM DISTANCE OF 2-INCH TO A MAXIMUM OF 4-INCH BETWEEN PAVING, HARDSCAPE, SIDEWALKS, AND PATHS AND A MINIMUM DISTANCE OF 12-INCH FROM WALLS. C. SPRAY HEADS AND ROTORS SHALL NOT EXCEED THE MAXIMUM HEAD AND ROW SPACING INDICATED ON DRAWINGS OR STAKED IN THE FIELD UNLESS APPROVED BY THE PROJECT INSPECTOR. IN NO CASE SHALL SPRAY HEADS OR ROTORS BE INSTALLED AT A DISTANCE BETWEEN HEADS THAT EXCEEDS THE MANUFACTURER'S RECOMMENDED DISTANCE. D. ANGLED NIPPLES ON SWING JOINTS BELOW SPRAY HEADS AND ROTORS OR ANY SPRINKLER TYPE, WHERE APPLI ES, SHALL NOT EXCEED 45 DEG NOR BE LESS THAN 10 DEG. E. AFTER INSTALLATION ADJUST NOZZLE SIZES, ARCS AND RADIUS OF THROW TO ALLOW HEAD TO HEAD UNIFORM DISTRIBUTION. ADJUST ALL SPRAY HEADS AND ROTORS TO CORRECT HEIGHT ABOVE SOD AS INDICATED ON DRAWINGS. NO OVERSPRAY WILL BE ALLOWED ON PAVING, HARDSCAPE, SIDEWALKS, AND PATHS. F. ADJUST ADJACENT NEW PLANT MATERIAL PLACEMENT OR TRIM EXISTI NG PLANTS SO THAT THEY DO NOT INTERFERE WITH UNIFORM DISTRIBUTION OF EACH SPRAY HEAD OR ROTOR. G. PROJECT INSPECTOR MAY REQUEST NOZZLE CHANGES AND/OR ADJUSTMENTS WITHOUT ADDITIONA L COST TO THE DISTRICT. 3.19 DRIP IRRIGATION SPECIALTY INSTALLATION IRRIGATION SPECIALTY TYPE, ARRANGEMENT, SIZES, WATER-FLOW DATA, AND MOUNTING HEIGHTS SHOULD BE SHOWN ON DRAWINGS; DETAILS MAY BE REQUIRED. A INSTALL FREESTANDING EMITTERS ON PIPE RISER TO MOUNTING HEIGHT INDICATED ON PLAN. 8 INSTALL DRIP TUBES WITH DIRECT ATTACHED EMITTERS FOUR INCH BELOW GROUND - C. INSTALL PRESSURE REGULATORS AND FILTER UNITS AFTER CONTROL VALVE IN APPROVED FOR /RR/GA TION AND CONTROL-VALVE BOXES. 0 . INSTALL AIR RELIEF VALVES AND VACUUM RELIEF VALVES BELOW GROUND IN PLANTING ONLY, INCLUDING PRECISE CONTROL-VALVE BOXES. E. INSTALL DRIP INDICATOR AT EACH END OF THE DRIPLINE FIELD TO INDICATE THAT THIS . HE LOCA T/ON OF PLANTING AREA . EDGE OF THE DRIPLINE SYSTEM FIELD FOR THAT VALVE. 3.20 AUTOMATIC CONTROLLER UNIT INSTALLATION II AS BUILT" A. EXISTI NG UNIT, PROTECT IN PLACE. ALL NEW VALVES CONNECTED TO THE EXISTING CONTROLLER SHALL BE SCHEDULED INTO THE CONTROLLER WITH THE EXISTING RUN Tl ~ES AND PROGRAMMED APPROPRIATELY FOR THE NEWLY INSTALLED PLANTING. 8. LABEL EACH AUTOMATIC CONTROLLER UNIT WITH THE LETTER OR NUMBER DESIGNATE! o~CE THE DRAWINGS. LETTER OR NUMBER SHALL BE LOCATED IN A VISIBLE LOCATION ON THI EXP. DATE INSIDE PANEL COVER WITH 3-INCH HIGH VINYL LETTERS. C. EACH AUTOMATIC CONTROLLER UNIT SHALL BE COMPLETE!JY~~LE ANl!)'f$~f<lt REVIE\JED BY• TESTED PRIOR TO SCHEDULING AN INSPECTION FOR SUBS~Y~ C@MPLE'tflj)~bmitto/ 05/22/25 JA City Submittal INSPECTOR DATE fr,. I 51?T II CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PARKING STALL ADJUSTMENT LOT 75 RECYCLED WATER IRRIGATION SPECS I I APPROVED: ~c/41~ </ Liq_[z.:;' I y PLANNING OWN BY: JA Lt~9lf2~!o~~~ INITIAL DATE INITIAL DATE INITIAL CHKD BY: MH I I DRAWING NO. REVISION DESCRIPTION DESIGNER ~ WORK OTHER APPROVAL QTY APPROVAL RVWD BY: □E~2Q24-QQ:J 25 550-5L £,mlration Oate:!ZlI! a~ 2023-HA042-003 ©2022 SHEET 17 OF ..35...SHEETS 3.21 ELECTRIC WIRE INSTALLATION A LOW VOLTAGE WIRING: 1. BURY CONTROL WIRING IN SAME TRENCH AS PRESSURE SUPPLY LINE AS SPECIFIED. 2. BUNDLE ALL 24 VOLT WIRES AT 20-FOOT INTERVALS WITH ELECTRICAL TAPE. 3. PROVIDE EXPANSION LOOPS AT EVERY PRESSURE SUPPLY LINE ANGLE FITTING, INSIDE EACH ELECTRIC REMOTE CONTROL VALVE BOX, AND AT 250 FEET LENGTH INTERVALS ALONG ROUTING. FORM EXPANSION LOOP BY WRAPPING WIRE A MINIMUM OF 10 TIMES AROUND A 3/4-INCH PIPE AND WITHDRAWING PIPE. 4. LIMIT SPLICING OF ELECTRICAL WIRING. PROVIDE EACH SPLICE MADE AT INTERVALS OR IN ELECTRIC REMOTE CONTROL VALVE ASSEMBLY VALVE BOXES WITH A PPROVED DIRECT BURIAL WATERPROOF CONNECTORS. 5. WIRE SPLICES OCCURRING AT INTERVALS OUTSIDE ELECTRIC CONTROL VALVE BOX SHALL BE INSTALLED IN A SEPARATE VALVE BOX. 6. PROVIDE ONE ELECTRICAL CONTROL W IRE FOR EVERY ELECTRIC REMOTE CONTROL VALVE. PIGGY-BACKING LIKE ZONES ON THE SAME ELECTRICAL CONTROL WIRE OR INTO THE SAME STATION TERMINAL IS UNACCEPTABLE. 7. INSTALL TWO SPARE #14-1 ELECTRICAL CONTROL WIRES (WITH COMMON WIRE) FROM THE AUTOMATIC CONTROLLER UNIT PEDESTAL TO THE LAST ELECTRIC CONTROL VALVE ON EACH LEG OF PRESSURE SUPPLY LINE. LOCATE THE SPARE WIRES IN THEIR OWN VALVE BOX AS SPECIFIED. PROVIDE ONE ADDITIONAL SPARE ELECTRICAL CONTROL WIRE AT EVERY ELECTRIC REMOTE CONTROL VALVE MANIFOLD (VALVE GROUPING). IN ADDITION TO THESE SPARE WIRES, PROVIDE ADDITIONAL WIRES AS INDICATED ON DRAWINGS AND LOCATE THEM IN THE SAME VALVE BOX AS THE SPARE WIRES. LENGTH OF SPARE WIRES AT EACH END ENCLOSURE SHALL BE SUFFICIENT FOR CONNECTION INTO POSSIBLE FIXTURE EQUIPMENT OR CONNECTION POINT. B. POWER SOURCE WIRING: EXISTING 3.22 COMMUNICATION AND CONTROL EQUIPMENT CABLE INSTALLATION A EXISTI NG PROTECT IN PLACE. FIELD VERIFY THAT IT IS INSTALLED AND WORKING AND NOTIFY DISTRICT IF IT HAS BEEN DISCONNECTED 3.23 CONTROL EQUIPMENT FIELD TESTING A MANUFACTURER'S FIELD SERVICE: ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO INSPECT, TEST, AND ADJUST ELECTRICAL COMPONENTS, ASSEMBLIES, AND EQUIPMENT INSTALLATIONS, INCLUDING CONNECTIONS, AS FOLLOWS: 1. TEST EACH CIRCUIT FOR CONTINU ITY. 2. TEST EACH CIRCUIT FOR LEAKS TO GROUND WITH AN OHMMETER AFTER EACH INTERCONNECT CIRCUIT HAS BEEN INSTALLED AND CONNECTIONS HAVE BEEN MADE. NO CIRCUIT CHECKING LOWER THAN 1 MEGOHM WILL BE ACCEPTABLE. 3. TEST THE GROUNDING SYSTEM WITH A METER. SYSTEM RESISTANCE SHALL NOT MEASURE MORE THAN 5 OHMS. 4. PERFORM OPERATIONAL TEST AND DEMONSTRATE THAT EACH AND EVERY PART OF THE SYSTEM FUNCTIONS AS SPECIFIED. DO NOT START OPERATIONAL TEST WITHOUT WRITTEN APPROVAL TO DO SO FROM THE DISTRICT CONSTRUCTION MANAGER. a. THE OPERATIONAL TEST FOR EACH NEW OR MODIFIED ELECTRICAL SYSTEM SHALL CONSIST OF NOT LESS THAN FIVE DAYS OF CONTI NUOUS, SATISFACTORY OPERATION. IF UNSATISFACTORY PERFORMANCE OF THE SYSTEM DEVELOPS, THE CONDITION SHALL BE CORRECTED AND THE TEST SHALL BE REPEATED UNTI L THE FIVE DAYS OF CONTINUOUS SATISFACTORY OPERATION ARE OBTAINED. b. SHUTDOWN CAUSED BY FACTORS BEYOND THE CONTRACTOR'S CONTROL SHALL NOT CONSTITUTE DISCONTINUITY OF THE OPERATIONAL TEST. 5. ANY MATERIAL REVEALED BY THESE TESTS TO BE FAUL TY SHALL BE REPLACED OR CORRECTED, AND THE SAME TEST SHALL BE REPEATED UNTIL NO FAULT IS EVIDENT. 6. RECORD RES UL TS OF CIRCUITRY TESTS AND SUBMIT TO DISTRICT CONSTRUCTION MANAGER. 3.24 CONTROL EQUIPMENT SUPPLIER SUPPORT EDIT THIS ARTICLE TO SUIT PROJECT. A. ENGAGE CONTROL EQUIPMENT SUPPLI ER TO PROVIDE THE FOLLOWING FIELD SUPPORT SERVICES: 1. CONDUCT ON-SITE SYSTEM FAMILIARIZATION MEETING FOR CONTRACTOR AND DISTRICT PERSONNEL TO INSURE THAT ALL PERSONNEL UNDERSTAND THE SYSTEM INSTALLATION TECHNIQUE. 2. PROVIDE ON-SITE TECHNICAL ASSISTANCE DURING INSTALLATION PERIOD WHEN REQUESTED BY CONTRACTOR OR DISTRICT CONSTRUCTION MANAGER. 3. TEST GROUNDING SYSTEM TO VERIFY THAT EQUIPMENT IS PROPERLY GROUNDED. 4. PERFORM CONTINUITY AND RESISTANCE TEST ON COMMUNICATION WIRE TO INSURE THAT PROPER VOLTAGE WILL BE DELIVERED TO THE EQUIPMENT ON LINE. 5. HOOK-UP COMMUNICATION AND SENSOR WIRE TO THE PROPER TERMINALS INSIDE THE ENCLOSURES TO ENSURE THAT GOOD CONNECTIONS ARE MADE. 6. CERTIFY THAT EQUIPMENT CONFORMS TO AND IS INSTALLED IN ACCORDANCE WITH PLANS SPECIFICATIONS AND MANUFACTURERS RECOMMENDATIONS. , 7. ADDRESS SATELLITES AND DECODERS. 8. TEST SYSTEM COMPONENTS FOR PROPER OPERATION. 9. VERIFY SYSTEM FLOW RANGE AND CALIBRATE PULSE TRANSMITTER. 3.25 FIELD QUALITY CONTROL A PERFORM THE FOLLOWI NG TESTS AND INSPECTIONS. ALL TESTS AND INSPECTIONS ARE REQUIRED TO BE PERFORMED IN THE PRESENCE OF THE PROJECT INSPECTOR, WHO MAY DELEGATE AUTHORITY TO THE DISTRICT LANDSCAPE INSPECTOR. PROVIDE THREE DAYS' NOTICE TO THE PROJECT INSPECTOR PRIOR TO PERFORMING TESTS AND REQUIRING INSPECTIONS. 1. HYDROSTATIC PRESSURE TESTING THE PRESSURE SUPPLY LINE: AFTER BACKFILLING, FLUSHING, AND PRIOR TO THE INSTALLATION OF EACH ELECTRIC REMOTE CONTROL VALVE, ISOLATION BALL VALVE, QUICK COUPLING VALVE, AND MANUAL DRAIN VALVE, PRESSURE TEST THE IRRIGATION SYSTEM UTILIZING THE FOLLOWING PROCEDURE: 2. a. PRESSURIZE THE IRRIGATION SYSTEM TO 40 PSI GREATER THAN THE DESIGNATED STATIC PRESSURE OR 150 PSI WHICHEVER IS GREATER FOR A PERIOD OF NO LESS THAN 4 HOURS. THE PRESSURE GAUGE USED FOR THE PRESSURE TEST SHALL NOT EXCEED READINGS GREATER THAN 300PSI. PRESSURE PUMP AND OTHER EQUIPMENT NECESSARY FOR THE TEST SHALL BE FURNISHED BY CONTRACTOR. b. TEST IS ACCEPTABLE IF NO LEAKAGE OCCURS WITHIN THE SYSTEM FOR THE DURATION OF THE TESTING PERIOD. c. IF LEAKS OCCUR, REPAIR SAID LEAKS AND BEGIN PRESSURE TEST AGAIN. REPEAT THIS OPERATION UNTIL NO LEAKS OCCUR IN THE IRRIGATION SYSTEM. d. BEFORE REQUESTING A WALK THROUGH FOR SUBSTANTIAL COMPLETION, THE ENTIRE IRRIGATION SYSTEM SHALL REMAIN UNDER PRESSURE FOR A PERIOD OF NO LESS THAN 48 HOURS. INSPECTIONS: INSPECTION WILL BE PERFORMED BY THE PROJECT INSPECTOR AT THE FOLLOWING TIMES: a. UPON INSTALLATION AND TESTI NG OF MAIN LINES ANO LATERAL LI NES; WHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS. DO NOT COVER LINES UNTI L THEY HAVE BEEN INSPECTED AND APPROVED. b. UPON INSTALLATION AND TESTING OF VALVES, QUICK COUPLERS, BACKFLOW PREVENTER DEVICE, AUTOMATIC CONTROLLERS, CONTROL VALVES, AND WIRES. C. WH EN THE SYSTEM IS COMPLETED, PERFORM A COVERAGE TEST, IN THE PRESENCE OF RECYCLED WATER CONNECTION NOTE THE PROJECT INSPECTOR, TO DETERMINE IF THE COVERAGE IS COMPLETE AND ADEQUATE. FURNISH MATERIALS AND PERFORM CONSTRUCTION REQUIRED TO CORRECT INADEQUACIES IN THE COVERAGE. d. FINAL INSPECTION AND PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL INSPECTION OF THE LANDSCAPE CONSTRUCTION. 3. FLUSHING: CENTER-LOAD ALL PIPING PRIOR TO FLUSHING. AFTER ALL NEW IRRIGATION PIPING AND RISERS ARE IN PLACE AND CONNECTED AND ALL NECESSARY DIVERSION WORK HAS BEEN COMPLETED AND PRIOR TO THE INSTALLATI ON OF SPRINKLER HEADS AND QUICK COUPLING VALVES, THOROUGHLY FLUSH PIPING SYSTEM UNDER FULL HEAD OF PRESSURE. AFTER THE FURTHERMOST RISER FROM THE POINT OF CONNECTION BEGINS TO FLUSH CONTINUE FLUSHING FOR DURATION OF FIVE MINUTES. AFTER THE SYSTEM IS , THOROUGHLY FLUSHED, CAP ALL RISERS. 4. WALK-THROUGH FOR SUBSTANTIAL COMPLETION: a. BEFORE REQUESTING A WALK-THROUGH FOR SUBSTANTIAL COMPLETION THE FOLLOWING REQUIREMENTS MUST BE ENTIRELY SATI SFIED: 1) THE ENTIRE IRRIGATION SYSTEM SHALL BE COMPLETELY INSTALLED, FLUSHED ANO SATISFACTORILY PRESSURE TESTED. 2) ALL VALVE BOXES SHALL BE BRANDED. 3) ALL AUTOMATIC CONTROLLERS OR FIELD SATELLITE UNITS ARE FULLY OPERABLE, CONTROL EQUIPMENT HAS BEEN CERTIFIED ANO OPERATION TESTED FOR INTERFACE WITH THE DISTRICT'S IRRIGATION CENTRAL CONTROL SYSTEM (THROUGH DISTRICT'S IRRIGATION CONTROL SYSTEM SPECIALIST). b. ONCE THE ABOVE REQUIREMENTS HAVE BEEN MET A WALK-THROUGH FOR SUBSTANTIAL COMPLETION SHALL BE REQUESTED. THE FOLLOWING PROCEDURES SHALL BE USED DURING THE WALK-THROUGH: 1) CONTRACTOR SHALL HAVE TWO PERSONNEL AVAILABLE WITH RADIO COMMUNICATION FOR THE ENTIRE LENGTH OF THE WALK-THROUGH. 2) ALL VALVE BOX LIDS SHALL BE REMOVED FROM VALVE BOXES AND PLACED FACED UP ADJACENT TO THE VALVE BOX PRIOR TO BEGINNING THE WALK THROUGH. 3) THE SCHEDULING OF EACH WALK THROUGH TYPE WILL BE DIVIDED OVER SEVERAL DAYS AS NEEDED TO PROVIDE ADEQUATE TIME TO COMPLETE THE REVIEW OF ALL ZONES. THE WALK THROUGH WILL BE DIVIDED INTO TWO SECTIONS AND PROCEED AS FOLLOWS: a) VISUAL WALK THROUGH: THIS WILL CONSIST OF WALKING THROUGH THE ENTIRE IRRIGATION SYSTEM AND EXAMINING ALL COMPONENTS OF THE SYSTEM WITHOUT TURNING ON ZONES. A PUNCH LIST WILL BE DEVELOPED IDENTIFYING DEFICIENCIES IN THE CONSTRUCTION AND WORKMANSHIP OF THE SYSTEM WHEN COMPARED TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. b) OPERATIONAL WALK-THROUGH: THIS WILL CONSIST OF WALKING THROUGH THE ENTIRE IRRIGATION SYSTEM OBSERVING EACH ZONE IN A FULLY OPERABLE CONDITION. VALVES MUST BE ACTIVATED FROM THE AUTOMATIC CONTROLLER UNIT. MANUAL BLEEDING OF INDIVIDUAL ELECTRIC REMOTE CONTROL VALVES ARE NOT ACCEPTABLE. A PUNCH LIST WILL BE DEVELOPED IDENTIFYING DEFICIENCIES IN THE OPERATION OF EACH ZONE IN THE SYSTEM EVALUATING, BUT NOT LIMITED TO: HEAD SPACING, ROW SPACING, NOZZLE SIZING, CORRECT RADIUS OF THROW, CORRECT STATIONING, ANO FLUSHING OPERATION OF ZONES WHEN COMPARED TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. c) ONCE THE WALK-THROUGH FOR SUBSTANTIAL COMPLETION HAS BEEN COMPLETED, A COPY OF THE PUNCH LIST WILL BE FORWARDED TO THE CONTRACTOR WHO SHALL REPAIR, REPLACE, AND ADJUST ALL ITEMS ON THE PUNCH LIST PRIOR TO REQUESTI NG A FINAL WALK-THROUGH. 5. FINAL WALK-THROUGH a. BEFORE REQUESTING A FINAL WALK-THROUGH, THE FOLLOWING REQUIREMENTS MUST BE ENTIRELY SATISFIED: 1) EACH ITEM ON THE SUBSTANTIAL COMPLETION PUNCH LIST SHALL HAVE BEEN THOROUGHLY ADDRESSED AND RESOLVED BY CONTRACTOR. 2) CONTROLLER CHARTS FOR EACH AUTOMATIC CONTROLLER UNIT SHALL HAVE BEEN COMPLETED, INSTALLED, AND SUBMITTED TO THE DISTRICT. b. ONCE THE ABOVE REQUIREMENTS HAVE BEEN MET, A FINAL WALK-THROUGH SHALL BE REQUEST-ED. THE FOLLOWING PROCEDURES WILL BE USED DURING THE WALK-THROUGH: 1) CONTRACTOR SHALL HAVE TWO PERSONNEL AVAILABLE WITH RADIO COMMUNICATION FOR THE ENTIRE LENGTH OF THE WALK-THROUGH. 2) ONLY THOSE VALVE BOX LIDS SHALL BE REMOVED FROM VALVE BOXES AS INDICATED ON THE SUBSTANTIAL COMPLETION PUNCH LIST. THE VALVE BOX LIDS SHALL BE PLACED FACE UP ADJACENT TO THE VALVE BOX PRIOR TO BEGINNING THE FINAL WALK-THROUGH. 3) THE FINAL WALK-THROUGH SHALL BE DIVIDED INTO TWO SECTIONS AND PROCEED AS FOLLOWS: a) VISUAL WALK-THROUGH: THIS WILL CONSIST OF WALKING THROUGH THE PUNCH LIST ITEMS CREATED AT THE TIME OF THE WALK-THROUGH FOR SUBSTANTIAL COMPLETION, EXAMINING ALL COMPONENTS OF THE SYSTEM WITHOUT TURNING ON ZONES. ANY REMAINING DEFICIENCIES IN THE CONSTRUCTION AND WORKMANSHIP OF THE IRRIGATION SYSTEM WHEN COMPARED TO THE SUBSTANTIAL COMPLETION PUNCH LIST AND CONTRACT DOCUMENTS WILL BE NOTED. b) OPERATIONAL WALK-THROUGH: THIS WILL CONSIST OF WALKING THROUGH THE SUBSTANTIAL COMPLETION PUNCH LIST ITEMS AND OBSERVING EACH ZONE IN A FULLY OPERABLE CONDITION. VALVES SHALL BE ACTIVATED FROM THE AUTOMATIC CONTROLLER UNIT. MANUAL BLEEDING OF INDIVIDUAL ELECTRIC REMOTE CONTROL VALVES WILL NOT BE ACCEPTABLE. ANY REMAINING DEFICIENCIES IN THE OPERATION OF EACH ZONE IN THE SYSTEM INCLUDING BUT NOT LI MITED TO HEAD SPACING, ROW SPACING, NOZZLE SIZING, CORRECT RADIUS OF THROW, CORRECT STATIONING, AND FLUSHING OPERATION OF ZONES, WHEN COMPARED TO THE SUBSTANTIAL COMPLETION PUNCH LIST AND CONTRACT DOCUMENTS, WILL BE NOTED. 6. ANY ADDITIONAL WALK-THROUGH$ REQUIRED DUE TO CONTRACTOR'S INABILITY TO ADDRESS ALL ISSUES ON THE PUNCH LISTS DESCRIBED ABOVE SHALL BE PROVIDED AT CONTRACTOR'S EXPENSE, INCLUDING COSTS OF DISTRICT'S CONSULTANTS. B. BOOSTER PUMP START-UP: PROVIDE THE SERVICES OF A FACTORY REPRESENTATIVE OR TRAINED SERVICE PROFESSIONAL ON THE JOB SITE TO CHECK INSTALLATION AND PERFORM THE STARTUP ANO INSTRUCT THE OPERATING PERSONNEL. SUBMIT A STARTUP REPORT CONTAINING VOLTAGE AND AMPERAGE READINGS, SUCTION AND DISCHARGE PRESSURE READINGS, ESTIMATED FLOW CONDITIONS, ANO GENERAL OPERA TING CHARACTERISTICS. 3.26 DEMONSTRATION A. TRAIN MAINTENANCE PERSONNEL TO ADJUST, OPERATE, AND MAINTAIN EQUIPMENT, SPRINKLERS, SPECIAL TIES, AND ACCESSORIES. END OF SECTION 32 84 00 PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF ALL OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL .DIG ~RT BE COMPLETED AND VERIFIEO THAT THEY ARE IN ADEQUATE 1NORKJNG CONDITION PER CMWD STANDARDS AND REGULATIONS AND DEHQ REGULATIONS RECYCLED WATER COLOR NOTES: ... ... .... ... -.... •• -.. --... , .. DIAL TOLL FREE RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND IRRIGATION CO/rlPONENTS SHALL BE PURPt.E IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS :, 1-800-422-4133 }J AT LEAST TWO DAY$ BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ROOT BARRIER N OTE: ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA . "AS BUILT" RCE EXP. DATE 11/14/24 JA City Submittal REVIE'JED BY• 04/07/25 JA City Submittal 05/22/25 JA City Submittal INSPECTOR DATE R\ I S1E8T 11 CITY OF CARLSBAD I 1-,ED PLANNING DIVISION p.t-lOSCAPe LANDSCAPE IMPROVEMENT PLANS FOR: \. . PARKING STALL !,,~~ \'IEBE,1>:~S. -Pc, <t"' + ~v -s-,...,... (j /I <" -,,, ,; (' ADJUSTMENT LOT 75 350 Camino De La Reina ..., r. ~ .-t Suite 510 ,.. $.gnotvfe * RECYCLED WATER IRRIGATION SPECS San Diego, CA 92108 Ren Oole 12/31/25_ J I APPROVED: uliu~ 1L'?!l.Lz~1 619-398-3800 -S-1-. ole OS/lo/20,. •1t or CAclf~ r-PLANNING WVWV.HED.DESIGN OWN BY: JA I L~~9i<a~o~~'.3 I DRAWING NO. DAlE INITIAL DAlE INITIAL DAlE INlllAL CHKD BY: MH Exnlratlon Dote:" 1,, ,~, DESIGNER OF WORI< REVISION DESCRIPTION ono N'f'fl.OVAL aTY APPROVAL RV'M> BY: DEV2Q24-QQj 25 2023-HA042-003 ©2022 550-5L SHEET 18 OF ...3i..SHEETS GENERAL NOTES A. VISIT SITE PRIOR TO SUBMITTING BIDS. B. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLANS. C. REVIEW THESE PLANS AND NOTES COMPLETELY, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCH ITECT IMMEDIATELY D. DO NOT SCALE DRAWINGS. E. ALL WORK CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE AND WITH OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE LOCATION OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. F. REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAIL OR DRAWINGS. G. DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. H. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN ON THESE DRAWINGS AND SPECIFICATIONS UNLESS SPECIFICALLY NOTED OTHERWISE. I. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE SHOWN; THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE LANDSCAPE ARCHITECT SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WH ICH ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THE LANDSCAPE ARCHITECT DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTI NUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE LANDSCAPE ARCHITECT, WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED BEFORE, DURING OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE GENERAL CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. J. A PROTECTION FENCE SHALL BE CONSTRUCTED AND MAINTAINED DURING CONSTRUCTION CONFORMING TO THE REQUIREMENTS OF THE BUILDING CODE. K. MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BY APPLICABLE REGULATIONS. . L. THE GENERAL CONTRACTOR WARRANTS TO THE OWNER AND THE LANDSCAPE ARCHITECT THAT ALL MATERIALS AND EQUIPMENT FURNISHED WILL BE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS. M. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK AND/OR EQUIPMENT SUPPLIED BY THE OWNER. N. PROVIDE FACILITIES FOR THE PHYSICALLY HANDICAPPED IN ACCORDANCE WITH C.A.C. TITLE 24 AND AS REQUIRED BY THE LATEST VERSION OF THE CALIFORNIA BUILDING CODE. 0 . IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE GENERAL CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. P PAVING, MASONRY AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE WITH THE ELECTRICIAN, DRAINLINE SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDER OR THROUGH HARDSCAPE ELEMENTS. Q. VERIFY ALL PROPERTY LI NES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. R. IN THE CASE OF DISCREPANCIES IN THE DRAWINGS, SPECIFICATIONS TAKE PRECEDENCE OVER DETAILS, AND DETAILS TAKE PRECEDENCE OVER PLANS. S. SUBSTITUTIONS OR ADDITIONAL WORK MUST BE APPROVED IN WRITING BY THE OWNER. T. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL TRADES ARE PROVIDED WITH CURRENT DRAWINGS AND SPECIFICATIONS APPROVED FOR CONSTRUCTION. DO NOT ALLOW DOCUMENTS NOT APPROVED FOR CONSTRUCTION TO BE USED IF SEEN ON SITE. RECYCLED WATER CONNECTION NOTE U. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, WALLS, ETC. AT NO ADDITIONAL COST TO THE OWNER. V LOCATIONS OF N.LC. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. W. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQU IPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. X. NOTIFY THE CITY'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. Y. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERM ITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. Z. CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. AA. ALL LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE STANDARDS OF THE CITY-WIDE LANDSCAPE REGULATIONS, APPLE VALLEY MUNICIPAL CODE 13.36, AND THE NORTH APPLE VALLEY INDUSTRIAL SPECIFIC PLAN LANDSCAPE STANDARDS AND ALL OTHER LANDSCAPE RELATED CITY AND REGIONAL STANDARDS. AB. REFER TO ARCHITECTURAL SITE PLAN FOR BUILDING IDENTIFICATION AND INFORMATION ONLY. AC. REFER TO CIVIL PLANS FOR ALL SITE UTI LITIES INFORMATION , ANY UTILITIES SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY AD. IN THE EVENT OF A CONFLICT BETWEEN CIVIL PLANS, LANDSCAPE PLANS AND ARCHITECTURAL PLANS, CIVIL PLANS SHALL TAKE PRECEDENCE FOR SITE DRAINAGE AE. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED TO COMPLETE THE WORK SPECIFIED PRIOR TO COMMENCEMENT OF WORK AF . BEFORE COMMENCING ANY WORK, OBTAIN AN UNDERGROUND SERVICE I.D. BY CALLING DIG-ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO ANY EXCAVATION . AG. ALL LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE STANDARDS OF THE COUNTY WIDE LANDSCAPE REGULATIONS AND THE CITY OF CARLSBAD LAND DEVELOPMENT MANUAL LANDSCAPE STANDARDS AND ALL OTHER LANDSCAPE RELATED COUNTY AND REGIONAL STANDARDS. AH. LANDSCAPE ARCHITECT SHALL BE NOTIFIED NO LESS THAN 72 HRS IN ADVANCE FOR ANY SITE OBSERVATIONS OR MEETINGS AL SHOP DRAWINGS MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH FABRICATION. PLANTING: A. A MINIMUM OF 3" OF TOP DRESS MULCH WILL BE APPLIED TO ALL EXPOSED SOIL SURFACE EXCLUDING TURF AREAS. B. SPACING OF SLOPE SHRUBS AND GROUN D COVERS SHALL BE ADEQUATE FOR EROSION CONTROL. REFER TO PLANTING LEGEND. REINFORCED STRAW MATTING WILL BE INSTALLED ON All SLOPES 3:1 OR GREATER. C. Al l EXISTING TREES SHOWN ON PLAN ARE OFF-SITE . IRRIGATION: A. ALL IRRIGATION IS CURRENTLY POTABLE WATER FROM A PROPOSED POTABLE WATER METER, SEE CIVIL ENGINEER PLANS MAINTENANCE RESPONSIBILITY A. THE PROPERTY OWNERS ARE RESPONSIBLE FOR THE CONTINUAL MAINTENANCE OF ALL LANDSCAPED AREAS ON SITE. THE EXISTING PLANTING AREAS WITHIN THE PUBLIC RIGHT-OF-WAY ARE TO BE MAINTAINED BY THE PROPERTY OWNERS. ALL LANDSCAPED AREAS SHALL BE KEPT FREE OF WEEDS AND DEBRIS. PLANTINGS SHALL BE MAINTAINED IN A HEALTHY, VIGOROUSLY GROWING CONDITION, AND SHALL RECEIVE REGULAR PRUNING, FERTILIZING, MOWING AND TRIMMING. IRRIGATION SYSTEMS SHALL BE REGULARLY INSPECTED AND KEPT IN FULLY OPERATIONAL CONDITION ACCORDING TO MANUFACTURERS' DESIGN STANDARDS AT ALL TIMES. GENERAL LANDSCAPE NOTES 1. A COMBINATION OF TREES, SHRUBS, ORNAMENTAL GRASSES, VINES, GROUNDCOVERS, AND TURF WILL BE INCORPORATED TO COMPLY WITH AND COMPLIMENT THE CHARACTER OF THE SURROUNDING PROPERTIES, COMPLIMENT THE ARCHITECTURAL CHARACTER THROUGHOUT THE PROJECT SITE, ENHANCE PEDESTRIAN AND VEHICULAR CIRCULATION, FACILITATE THE APPROPRIATE PROJECT PROGRAM ELEMENTS AND RESPECT THE EXISTING LANDSCAPE. 2. THE PLANTINGS SHALL PROVIDE A YEAR-ROUND AESTHETICALLY PLEASING EXPERIENCE 3. THE USE OF DROUGHT-TOLERANT PLANTS Will BE UTILIZED AS MUCH AS PRACTICAL IN AN EFFORT TO CONSERVE WATER AND PROVIDE A SUSTAINABLE, LOW MAINTENANCE LANDSCAPE 4, SAFETY FOR THE USES, MAINTENANCE PERSONNEL, AND THE GENERAL PUBLIC WILL BE THE PRIMARY CONSIDERATION FOR ALL PLANTING DESIGN ELEMENTS, POTENTIAL PUBLIC EXPOSURE TO THORNS AND PROXIMITY TO BEE ATTRACTI NG PLANTINGS WILL BE FACTORS IN THE SELECTION PROCESS. 5. PLANT MATERIALS SHOWN ON THE PLAN ARE APPROPRIATE SUSGGESTIONS ONLY FOR THIS STAGE OF DESIGN. PLANT MATERIALS WERE SELECTED FOR THEIR LOW WATER DEMAND FOR MOST AREAS, FINAL SELECTIONS AND EXACT LOCATIONS FOR THE FINAL PLAN ARE TO BE DETERMINED BY THE LANDSCAPE ARCHITECT 6. THE SITE SHALL BE IRRIGATED WITH A PERMANENT AUTOMATICALLY - CONTROLLED UNDERGROUND IRRIGATION SYSTEM THAT WILL COVER ALL NEWLY INSTALLED VEGETATED AREAS TO SUSTAIN AND PROMOTE HEALTHY GROWTH. 7. THE IRRIGATION DESIGN AND EQUIPMENT SPECIFIED SHALL INCORPERATE PROVEN WATER AND SOIL CONSERVATION METHODS AND PRINCIPLES THAT ARE A CURRENT STANDARD IN THE PROFESSION, SUCH AS (YET NOT INCLUSIVE), AN AUTOMATIC IRRIGATION CONTROLLER WITH MULTIPLE DAILY RUNTIMES AVALIABLE FOR EACH STATION., CONTROLLER. DURING RAINY PERIODS, A MASTER CONTROL VALVE AND THE FLOW SENSING DEVICE WITH BREAK PROTECTION FEATURES FOR THE MAINLINE PIPE AND LATERAL LINE PIPE, "HEAD TO HEAD" SPRINKLER LAYOUT TO INCREASE DISTRIBUTION UFORMINITY, MATCHED PRECIPITATION RATE SPRINKLER NOZZLES TO DECREASE THE PROBABILITY OF SURFACE RUNOFF, AND SEPARATE IRRIGATION HYDROZONES (STATIONS GROUPED TOGETHER ACCORDING TO SUN EXPOSURE, TOP AND BOTTOM OF SLOPES, SHRUB AREAS, TURF AND GROUND COVER AREAS). THE AUTOMATIC CONTROLLER SHALL BE CAPABLE OF IRRIGATING FRQUENTLY FOR RELATIVITY SHORT PERIODS OF TIME DURING EVENING HOUSE TO ALLOW FOR DEEP SOIL PENETRATION, IN GENERAL, THE IRRIGATION SYSTEM SHALL BE DESIGNED TO APPLY WATER SLOWLY AND UNIFORMLY, IN AN EFFORT TO MINIMIZE SOIL EROSION AND EMPLOY BEST WATER MANAGEMENT PRACTICES FOR WATER CONSERVATION. 8. IRRIGATION SYSTEM SHALL BE DESIGNED FOR THE USE OF RECLAIMED WATER 9. IRRIGATION SYSTEM DESIGN WILL CONFORM TO THE CITY OF CARLSBAD LANDSCAPE MANUAL AND EQUIPMENT USED WILL CONFORM TO CITY OF CARLSBAD STANDARDS 10. A THREE INCH DEPTH LAYER OF ORGANIC BARK MULCH SHALL BE SPECIFIED FOR INSTALLATION IN ALL NON-TURF PLANTING AREAS, WHERE ADJACENT TO BACK OF CURBS, THE THICKNESS SHALL TAPER DOWN TO ONE INCH DEPTH, ROOT BARRIERS SHALL BE INSTALLED WHEREVER TREES ARE PLANTED WITHIN 5' OF SIDEWALKS OR HARDSCAPE. 11 . ALL PROPOSED PLANTING AREAS SHALL INCORPORATE SOIL CONDITIONERS TO HELP INCREASE AND RETAIN SOIL MOISTURE 12. SOIL TESTS BY AN APPROPRIATELY QUALIFIED LABORATORY SHALL FURTHER INFLUENCE AND DIRECT SOIL AMENDMENT PREPARATIONS AND INSTALLATION TECHNIQUES 13. STORMWATER AND EROSION CONTROL METHODS TO BE SPECIFIED ON SLOPE AREAS DURING THE PLANTI NG PROCESS SHALL ASSIST IN BEST MANAGEMENT PRACTICES, IN ORDER TO MINIMIZE SOIL EROSION AND HELP PRESERVE PRECIOUS NATURAL RESOURCES. THIS INCLUDES SUCH ELEMENTS AS (NOT All INCLUSIVE) THEE USE OF FIBRE ROLLS, EROSIONS CONTROL BLANKETS, AND BONED FIBER MATRIX APPLICATIONS. 14. ALL PROPOSED LANDSCAPING DEPICTED ON THESE PLANS SHALL BE MAINTAINED BY THE OWNER AND THE COMMUNITY MASTER ASSOCIATION 15. PROVIDE POSITIVE SURFACE DRAINAGE (2% GRADE MINIMUM IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM 16. ALL UTILITIES ARE TO BE SCREENED. LANDSCAPE CONSTRUCTION DRAWINGS FOR THESE PROPOSED IMPROVEMENTS SHALL SHOW AND LABEL ALL UTILITIES AND PROVIDE APPROPRIATE SCREEN ING TO THE SATISFACTION OF THE CITY. 17. ALL TREES SHALL BE PLANTED A MINIMUM OF 2' FROM CURBS 18. IF ANY EXISTING HARDSCAPE OR LANDSCAPE INDICATED ON THE APPROVED PLANS ARE DAMAGED OR REMOVED DURING DEMOLITION OR CONSTRUCTION, IT SHALL BE REPAIRED AND/OR REPLACED IN KIND AND EQUIVALENT SIZE PER THE APPROVED PLANS BY THE OWNER/PERMITTEE 19. ALL LANDSCAPE MATERIALS SHALL BE PERMANENTLY MAINTAINED IN A GROWING AND HEALTHY CONDITION AT ALL TIMES, INCLUDING TRIMMING AS APPROPRIATE TO MAINTAIN APPROVED LANDSCAPE MATERIALS. ANY REQUIRED PLANT MATERIAL THAT DIES POST-CONSTRUCTION SHALL BE REPLACED AT SIZES AND QUANTITIES SPECIFIED IN THESE DRAWINGS. 20. TREES SHALL BE LOCATED AND MAINTAINED TO PRESERVE A CLEAR ZONE OF AT LEAST TEN FEET FROM FIRE HYDRANTS, OVERHEAD UTILITY WIRES, STREET LIGHT LUMINARIES AND ABOVE GROUND UTILITY STRUCT URES SUCH AS TRANSFORMER ENCLOSURES. PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF ALL OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL DI G -~RT BE COMPLETED AND VERIFIED THAT THEY ARE IN ADEQUATE VIIORKING CONOrTION PER CMWO STANDARDS ANO REGULATIONS ANO OEHQ REGULATIONS 1-IED -----------... --------· RECYCLED WATER COLOR NOTES: TM. DIAL TOLL FREE RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND IRRIGATION COMPONENTS SHALL BE PURPLE IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS I, 1 -800-422-4133 ~ AT LEAST 1WO DAYS 350 Camino De La Reina BEFORE YOU DIG -Suite 510 San Diego, CA 92108 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 619-398-3800 R OOT BARRIER N OTE : ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HAROSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL WWW.HED.DESIGN RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL 2023-HA042-003 21. IF A NY REQUIRED LANDSCAPE INDICATED ON THE APPROVED CONSTRUCTION DOCUMENT PLANS IS DAMAGED, OR REMOVED DURING DEMOLITIO N OR CONSTRUCTION, IT SHALL BE REPAIRED A ND/OR REPLACED IN KIND AND EQUIVALENT SIZE PER THE APPROVED DOCUMENTS TO THE SATISFACTION OF THE DEVELOPMENT SERVICES DEPARTMENT WITHIN 30 DAYS OF DAMAGE. 22. TREE ROOT ZONE: A MINIMUM ROOT ZONE OF 40SF. IN AREA SHALL BE PROVIDED FOR ALL TREES. THE MINIMUM DIMENSION FOR THIS AREA SHALL BE 5 FEET PER SDMC §1 42.0403(8)(5). 23. TREES SHALL BE MAINTAINED SO THAT ALL BRANCHES OVERPEDESTRIAN WALKWAYS ARE 6FEET ABOVE THE WALKWAY GRADE AND BRANCHES OVER VEHICULAR TRAVEL WAYS ARE 16 FEET ABOVE THE GRADE OF THE TRAVEL WAY PER SDMC §142.0403(8)(10). 24. EXISTING TREES TO REMAIN ON SITE WITHI N 10 FEET OF THE AREA OF WORK WILL BE PROTECTED IN PLACE. THE FOLLOWING PROTECTION MEASURES WILL BE PROVIDED: A .A A BRIGHT YELLOW OR ORANGE TEMPORARY FENCE WILL BE PLACED AROUND EXISTING TREES AT THE DRIP LINE. AB. STOCKPILING, TOPSOIL DISTURBANCE, VEHICLE USE, AND MATERIAL STORAGE OF ANY KIND IS PROHIBITED W ITHIN THE DRIP LINE. A.G. A TREE WATERING SCHEDULE WILL BE MAINTAINED AN DOCUMENTED DURING CONSTRUCTION ALL DAMAGED TREES WILL BE REPLACED WITH ONE OF EQUAL OR GREATER SIZE. A .O. ALL DAMAGED TREES WILL BE REPLACED WITH ONE OF EQUAL OR GREATER SIZE. 25. ALL PRUNING SHALL COMPLY WITH THE STANDARDS OF THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) FOR TREE CARE OPERATIONS AND THE INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) FOR TREE PRUNING. TOPPING OF TREES IS NOT PERMITTED. /t\. p.~OSCAPe \. . .,._-o~,._ ;1Ul€:~-s: -?C'~ ef ~ (99' ,..,-\ !::' ,, ~ . ~ -.J -"> ~ ~ Si-gnotvre * Ren Dote 12/31125 I .Sr_ ate 06/10/~ "I l/! ~ c,,\. I~~ DATE INlllAL ©2022 E-lrotlon Dote:!2£'.:l!l'25 DESIGNER OF WORK REVISION DESCRIPTION LANDSCAPE ARCHITECT OBSERVATION REQUIREMENTS OBTAIN AGENCY INSPECTOR'S AND LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL OF WORK IN PROGRESS AT VARIOUS TIMES DURING CONSTRUCTION. THE FOLLOWING REVIEWS/MEETINGS ARE MANDATORY. PROVIDE TWO (2) WORKING DAYS NOTICE FOR EACH REQUESTED VISIT. 1. PRE CONSTRUCTION CONFERENCE 2. REVIEW SUBMITTAL OF ALL IRRIGATION ITEMS AND EQUIPMENT TO BE INSTALLED. 3. REVIEW OF ALL LANDSCAPE ITEMS INCLUDING PLANT IMAGES, FERTILIZERS AND PRE-PLANT PRE-EMERGENT, TREE STAKES, TREE TIES ETC. 4. IRRIGATION MAIN LINE PRESSURE TEST AND INSTALLED PER PLAN. NOTE THE PIPE DEPTH 18" FOR PRESSURE MAINLINE, 12" FOR LATERAL LINES, AND 2"-3" FOR DRIP IN-LINE TUBING. 5. REVIEW OF THE IRRIGATION COVERAGE TEST 6. FINAL GRADING REVIEW 7. REVIEW OF THE PLANT MATERIAL INSPECTION ON-SITE UPON DELIVERY, 8. REVIEW AND VERIFY PLANT LOCATIONS IN FIELD PRIOR TO PLANT INSTALLATION. 9. PRE-MAINTENANCE PRIOR TO THE START OF THE 90-DAY PLANT ESTABLISHMENT AND MAINTENANCE PERIOD. 10. FINAL PROJECT WALK THROUGH 11 . REVIEW OF CONTRACTOR'S REDLINE AS-BUil T PLANS OF ANY CHANGES AND PROVIDE THE OWNER A COPY OF THE IRRIGATION DEPICTING AS-BUil T LOCATIONS OF THE MAINLINE AND REMOTE-CONTROL VALVES BY DIMENSIONS FROM KNOWN SITE ELEMENTS. LANDSCAPE CONTRACTOR SHALL FOLLOW APPROVED PLANS FOR CONSTRUCTION. ANY DEVIATIONS FROM APPROVED PLANS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT OF RECORD FOR REVIEW AND APPROVED PRIOR TO CONSTRUCTION COORDINATION AND SCHEDULING CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IN ADVANCE FOR THE FOLLOWING OBSERVATION MEETINGS, ACCORDING TO THE TI ME INDICATED, AND SHALL PROVIDE DOCUMENTATION TO OWNER'S REPRESENTATIVE THAT THE FOLLOWING MEETINGS OCCURRED AND THEIR OUTCOME. 1. PRE-JOB CONFERENCE · 7 DAYS. 2. SLEEVE INSPECTION -5 DAYS. 3. PRESSURE SUPPLY LINE INSTALLATION AND TESTING -5 DAYS. 4. AUTOMATIC CONTROLLER INSTALLATION -5 DAYS. 5. CONTROL WIRE INSTALLATION 5 DAYS. 6. LATERAL LINE AND SPRINKLER INSTALLATION· 5 DAYS. 7. FLUSHING OF LINES -5 DAYS. 8. COVERAGE TEST (PRIOR TO ANY PLANTING INSTALLATION)· 5 DAYS. 9. FINAL INSPECTION -7 DAYS. APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUILT " RCE EXP. DATE 11/14/24 JA City Submittol REVIE\JED BY• 04/07/25 JA City Submittal 05/22/25 JA City Submittal INSPECTOR DATE I s1 9T II CITY OF CARLS BAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PARKI NG STA LL ADJ USTM ENT LOT 75 GENERAL NOTES APPROVED: / ~ _µ,;( ~ .,.,, .J./.// 1 Jzq/z-5 V PLANNING ,,, . D\\t<I BY: JA I LP~~~<i~o~~:3 I DRAWING NO. DATE INITIAL DATE INlllAL CHKD BY: MH OTHER N'f'ff.OVAJ.. QTY APPROVAL RVWD BY: DEV2Q2~-QQ125 550-SL SHEET 19 OF ..Ji.SHEETS ABBREVIATIONS & AND @ AT # NUMBER % PERCENT A.C. ASPHAL TIC CONCRETE AD AREA DRAIN ADJ. ADJACENT ALUM. ALUMINUM AM APICAL MERISTEM APPROX. APPROXIMATE ARCH . ARCHITECTURE ASL ABOVE SOIL LEVEL ASTM AMERICAN SOCIETY OF TESTING & MATERIALS B&B BALLED AND BURLAPPED BC BOTTOM OF CURB BCR BEGIN CURB RADIUS BIT BITUMINOUS BLDG. BUILDING B.M. BENCHMARK BS BOTTOM OF STEP BP BOTTOM OF PILASTER BTH BROWN TRUNK HEIGHT BW BOTTOM OF WALL CAL CALIPER CB CATCH BASIN CF. CUBIC FEET C.1.P. CAST IN PLACE C.J. CONSTRUCTION JOINT CL CENTER LINE CLF CHAIN LINK FENCE CLR CLEAR CMB CRUSHED MISCELLANEOUS BASE CMU CONCRETE MASONRY UNIT c.o. CLEAN OUT CONC. CONCRETE CONT. CONTINUOUS / CONTAINER CORP. CORPORATION C/S CROSS SLOPE C.Y. CUBIC YARD d PENNY (NAIL SIZE) D DEPTH DET'L DETAIL D.F. DRINKING FOUNTAIN D.G. DECOMPOSED GRANITE DIM DIMENSION D.T. DRAIN INLET D, DIA. DIAMETER DWGS. DRAWINGS (E) EXISTING EA. EACH E.G. ELECTRICAL CONTRACTOR EF.G EXISTING FINISHED GRADE E.J. EXPANSION JOINT ENGR ENGINEER EQ EQUAL EX. EXISTING EXP. EXPANSION ETC. ETCETERA E.W. EACH WAY F.D.C. FIRE DEPARTMENT CONNECTIONS FFE FINISH FLOOR ELEVATION FF FINISHED FLOOR FG FINISHED GRADE FIN. FINISH F.H. FIRE HYDRANT F.L FLOW LINE FS FINISH SURFACE FTG. FOOTING FT. FOOT/FEET GA. GAUGE G GAS GAL. GALLON GALV. GALVANIZED G.C. GENERAL CONTRACTOR G.R. GUARD RAIL GD. GRADE GV. GAS VALVE H.B. HEADBOARD HB HOSE BIB H, HT. HEIGHT HORZ. HORIZONTAL, HORIZONTALLY HP HIGH POINT HWY. HIGHWAY I.C.V IRRIGATION CONTROL VALVE IN. INCH INL. INLET INV. INVERT IE. INVERT ELEVATION RECYCLED WATER CONNECTION NOTE -~RT A\ DIG PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF All OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL BE COMPLETED ANO VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDITION PER CMWD STANDARDS AND REGULATIONS AND DEHO REGULATIONS 14ED ....................... ------RECYCLED WATER COLOR NOTES: -------_._,.,.,.,.,,.. \..p._\"-\OSC.o.pc , ... DIAL TOLL FREE RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND IRRIGAnON COMPONENTS SHALL BE PURPLE IN COi.OR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS ~~ 1 -800-422-4133 <,<,,<>~,._ \'\EBt:-~ s;,p<',s, !<.,~ ~ .,. ✓ .... AT LEAST TWO DAYS ~ ,,. , -~ ~ ~ A BEFORE YOO DIG 350 Camino De La Reina .., ,, Su~e 510 I( Signature * UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA San Diego, CA 92108 Ren Dote 12/31/25 i 619-398-3800 ,S' ote os/'1012d ROOT BARRIER NOTE: "-f, ~' ~ OF' CA\. \f ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL WWW.HED.DESIGN RECEIVE A 10' LENGTH OF 24' DEEP ROOT BARRIER NO ROOT BARRIER DATE INITIAL REVISION DESCRIPTION SHALL ENCIRCLE THE ROOT BALL. 2023-HA042-003 ~2022 Emlratlon Dote:1?/lt/?• DESIGNER OF WORK LA. LAT L LB. L.C. LIN LF. LO.W. LP M MAX. M.H. M.E.P. MIN . MISC. MON (N) NAT N N.I.C. N.I.S N.T.S. NO./# NOM . O.C. 0 .0. OF/Cl P.A., PA P.O.B. pp PL PT PVC R. R, RAD. R.C.B. REINF. REP. REV. R.O.W. SCH. SECT. SF. SH. SIM. s S.I. ST S.J. SPEC. SQ. S.S. STD. T TR. T.B.D. TC TF TG T.O.S T.S. TW TYP. USGS VERT. V.I.F. w WA. WI WL W/0 W.V. W.W.M. 11/14/24 JA 04/07/25 JA 05/22/25 JA DATE INITIAL 01HER APPROVAL LANDSCAPE ARCHITECT LATTITUDE LENGTH LANDSCAPE CONTRACTOR LINEAR LINEAR FEET LIMIT OF WORK LOW POINT METER MAXIMUM MAN HOLE MECHANICAL, ELECTRICAL, PLUMBING MINIMUM MISCELLANEOUS MONUMENT NEW NATURAL NORTH NOT IN CONTRACT NOTIN SCOPE NOTTO SCALE NUMBER NOMINAL DIMENSIONS ON CENTER OUTS IDE DIAMETER OWNER FURNISHED/CONTRACTOR INSTALLED PLANTING AREA POINT OF BEGINNING POWER POLE PROPERTY LINE PRESSURE TREATED POLY VINYL CHLORIDE RISER RADIUS ROOT CONTROL BARRIER REINFORCED REPRESENTATIVE REVISION RIGHT-OF-WAY SCHEDULE SECTION SQUARE FEET SHEET SIMILAR SOUTH STORM INLET STORM SEWER SAWCUT JOINT SPECIFICATION SQUARE STAINLESS STEEL STANDARD TELEPHONE TREAD TO BE DETERMINED TOP OF CURB TOP OF FOOTING TOP OF GRADE TOP OF SLOPE TOP OF STEP TOP OF WALL TYPICAL U.S. GEOLOGICAL SURVEY VERTICAL, VERTICALLY VERIFY IN FIELD WIDTH WATER WITH WATER LEVEL WITHOUT WATER VALVE WELDED WIRE MESH APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREA. II AS BUILT" RCE EXP. DATE City Submitto/ REVIE',,/ED BY• City Submittal City Submittal INSPECTOR DATE I s2EaT 11 CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PARKING STALL ADJUSTMENT LOT 75 GENERAL NOTES CONT'D I APPROVED:~~ PLANNING T 1 LZ4 {z:; I DWN BY: JA I L~~gtf2<a~o~~'.3 I DRA'MNG NO. DATE INlllAL CHKD BY: MH CTY APPROVAL RV\\t> BY: DEV2024-00125 550-SL SHEET 20 OF ..3i.SHEETS SECTION ====kl~:::::;:::::::::::::::::=:p/ RCW -- 0 st N 0 - fO 4 - f0 - r-~-M01 _,,<icn i l ---1, 1 --=--;1 I i • --= -=c--__ _ ---- § I I I § J r - EXISTI NG 5801 VAN ALLEN WAY 1 STORY BUILDING LOT 75 APN: 212-120-01 u z 0 u ••••••••• SHRUBS DIED IN THIS AREA AND ARE TO BE REPLACED PER PLANTING PLAN, SEE SHEET 26 (.) -Ct: u z 0 u ~ I l~s'i. s Q ~t z w I r ---------------------------------------------i EXISTING Pt.ANT SCHEOUI.E RECYCLED WATER CONNECTION NOTE SYMBOL 0 0 0 0 0 0 0 • 0 0 SHRUBS 0 0 0 PRIOR TO CONNECTION BACK TO RECYCLED WATER A TttOROUGH INSPECTION OF ALL OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL BE COMPLETED AND VERIFIED THAT TttEY ARE IN ADEQUATE WORKING CONDITION PER CMWO STANDARDS ANO REGULATIONS ANO DEHQ REGULATIONS RECYCLED WATER COLOR NOTES: RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND IRRIGATION COMPONENTS SHALL BE PURPLE IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS BOTANICAL I COMMON NAME REMARKS ERIOBOTRYA OEFLEXA I BRONZE LOQUAT PROTECT IN PLACE ERYTHRINA CAFFRA I SOUTH AFRICAN CORAL TREE PROTECT IN PLACE GEIJERA PARVIFLORA / AUSTRALIAN WILLOW PROTECT IN PLACE LIQUIDAMBAR STYRACIFLUA I SWEET GUM PROTECT IN PLACE LOPHOSTEMON CONFERTUS I BRISBANE BOX PROTECT IN PLACE OLEA EUROPAEA 'SWAN HILL'/ SWAN HILL FRUITLESS OLIVE PROTECT IN PLACE RHUS LANCEA I AFRICAN SUMAC PROTECT IN PLACE RHUS LANCEA I AFRICAN SUMAC REMOVE ANO STUMP GRIND TIPUANA Tl PU I TIPU TREE PROTECT IN PLACE MISCANTHUS SINENSIS 'MORNING LIGHT' I MORNING LIGHT EULALIA GRASS REMOVE WESTRINGIA FRUTICOSA I COAST ROSEMARY REMOVE WESTRINGIA FRUTICOSA I COAST ROSEMARY PROTECT IN PLACE D1 1~ . ~RT --------· -------_____ ,.._ T,M. DIAL TOLL FREE • 1-800 -422 -4133 ~ AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ROOT BARRIER NOTE : ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. 2023-HA042-003 DIAN ELLA X 'LITTLE REV'/ LITTLE REV FLAX LILY -EXISTING BMP SHRUBS TO PROTECT IN PLACE EXISTING SHRUB TO PROTECT IN PLACE EXISTING SOD PROTECT IN PLACE LANTANA X 'NEW GOLD' I NEW GOLD LANTANA -LANTANAX 'NEW GOLD' /NEW GOLD LANTANA -MUHLENBERGIA X 'REGAL MIST' I PINK MUHLY MUHLENBERGIA X 'REGAL MIST' I PINK MUHL Y RHAPHIOLEPIS UMBELLATA 'MINOR' /DWARF YEOOA HAWTHORN RHAPHIOLEPIS UMBELLATA 'MINOR'/ DWARF YEOOA HAWTHORN SENECIO MANORALISCAE 'BLUE CHALK STICKS'/ SENECIO -SESLERIA AUTUMNAL IS I AUTUMN MOOR GRASS -SESLERIA AUTUMNAL IS / AUTUMN MOOR GRASS 1--iED ~,>OSCAPE' \. ,. ~~<::,~---~£B~R-s. '9C',s, t! ~ ~J". ........ ~ d _ _,, ~ ~ ... 350 Camino De La Reina Suite 510 ~ Si9noture * San Diego , CA 92108 Ren Dole 12n11es 6 19-398-3800 ~ ote 0511012~4 "~t OF" CA). 1f~ 1/WVW.HED.DESIGN DATE MATCHLINE SHT 22 PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE REMOVE PROTECT IN PLACE REMOVE PROTECT IN PLACE REMOVE PROTECT IN PLACE PROTECT IN PLACE REMOVE PROTECT IN PLACE /ti. INlllAL ©2022 F'..,lrotlon Dat«!Zt.l! tz~ DESIGNER OF WORK REVISION DESCRIPTION 11/14/24 JA City Submittal 04/07/25 JA City Submittal 05/22/25 JA City Submittal DATE INlllAL DATE ll«TIAL OlHER N'PROVAL CllY APPROVAL 20 10 0 S HT 3,5,21,24 ,26 ------·---· _,.,_ S HT 4,6,22,25,27 20 40 ~----- SCALE: 1"=20'-o" 60 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 'AS BU ILT' RCE EXP. DATE REVIEWED BY• INSPECTOR DATE I ~21T II CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE DIPROVEIIENT PLANS FOR: PA RKIN G STALL ADJUSTMENT LOT 75 EXISTING PLANTING PLAN I I APPRO'v£D: ~ ~ PLANNING / "1 / Z<f { ~~1 OWN BY: JA I L~~~9i~o~~'.3 I DRAWING NO. CHKD BY: MH RVWD BY: DEV2024-QQ125 550-5L ~EET 21 OF ..35..~EETS MATCHLINE SHT 21 -------------------------------------------(?( •• •• •• • • • • •• •• •• •• F EXISTING 5801 VAN ALLEN WAY 1 STORY BUILDING LOT75 APN: 212-120-01 F l.O',\'-1,(1',0J-I.OW-\QW:..J N 63'28'00" W ~ F F ETBA K •••• •••• •• • • .. : : : : : : : ! !!!:. 0 ~ < ~ u a:: ,.., U ..i...---!~=r-+Jlf ..a.;t'-'-~..:.;~'Hff ~ ~ z i l!:!1! f ~ (/J bl..,~~ • ! ! ( ! ! } IMlll--41+-----l ~ -~-+-----........ ,,.,,-----....-------------~----=-_d __ l ~-----------________ ::-11 ... RECYCLED WATER CONNECTION NOTE EXtSTl'fG PLANT SCJtEOUl E SYMBOL BOTANICAL/ COMMON NAME '() ,oo,om,.~n='M°'re,oo~, 0 ERYTHRINA CAFFRA / SOUTH AFRICAN CORAL TREE 0 , GEIJERA PARVIFLORA / AUSTRALIAN WILLOW LIQUIDAMBAR STYRACIFLUA / SWEET GUM LOPHOSTEMON CONFERTUS / BRISBANE BOX 0 0 OLEA EUROPAEA 'SWAN Hill'/ SWAN HILL FRUITLESS OLIVE • RHUS LANCEA / AFRICAN SUMAC 0 RHUS LANCEA / AFRICAN SUMAC 0 TIPUANA TIPU /TIPU TREE SHRUBS 0 MISCANTHUS SINENSIS 'MORNING LIGHT'/ MORNING LIGHT EULALIA GRASS ffi WESTRINGIA FRUTICOSA / COAST ROSEMARY WESTRINGIA FRUTICOSA / COAST ROSEMARY . REMARKS PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE REMOVE AND STUMP GRIND PROTECT IN PLACE REMOVE REMOVE PROTECT IN PLACE PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF ALL OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL o,~~ ~RT BE COMPLETED AND VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDITION PER CMWD STANDARDS AND REGULATIONS AND DEHQ REGULATIONS ._ ... _ ... __ -----~ RECYCLED WATER COLOR NOTES: --------TM, DIAL TOLL FREE RECYCLED WATER SYSTEM ALL PIPE, SI.EEVES AND IRRIGATION COMPONENTS SHALL BE PURPLE IN COLOR PER CITY OF CARLSBAD RECYCI.ED WATER REQUIREMENTS 1 -800 -422 -4133 ry AT LEAST lWO DAYS ~ BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ROO T BARRIER NOTE : ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. 2023-HA042•003 •••••••••• •••••••••• •••••••••• 1--IED 350 Camino De La Reina Suite 510 San Diego, CA 92108 619-398-3800 WVVW.HED.DESIGN DIANELLA X 'LITTLE REV/ LITTLE REV FLAX Lil Y EXISTING BMP SHRUBS TO PROTECT IN PLACE EXISTING SHRUB TO PROTECT IN PLACE EXISTING SOD PROTECT IN PLACE LANTANAX 'NEW GOLD'/ NEW GOLD LANTANA LANTANAX 'NEW GOLD' I NEW GOLD LANTANA MUHLENBERGIA X 'REGAL MIST/ PINK MUHL Y RHAPHIOLEPIS UMBELLATA 'MINOR' I DWARF YEDDA HAWTHORN RHAPHIOLEPIS UMBELLATA 'MINOR' I DWARF YEDDA HAWTHORN SENECIO MANDRALISCAE 'BLUE CHALK STICKS'/ SENECIO SESLERIA AUTUMNALIS / AUTUMN MOOR GRASS SESLERIA AUTUMNALIS / AUTUMN MOOR GRASS \.~\'lOSCAPt b<,<:>i\"~ ;<EB£R:~S. ~,i>C:S, ~ ~ ~ .......... (j " :; ,,. -J . -~ ~ i( Sionoh.r.re * Ren Dote 12/J!l25 / J'/': ote 061101 20-. ~7t OF' CAI-,~~ OAlE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE REMOVE PROTECT IN PLACE REMOVE PROTECT IN PLACE REMOVE PROTECT IN PLACE PROTECT IN PLACE REMOVE PROTECT IN PLACE R\ INITIAL REVISION DESCRIPTION DESIGNER Of WORK r,, .. Oate:IU-l!t,:i ©2022 I t • 11/14/24 JA City Submittal 04/07/25 JA City Submittal 05/22/25 JA City Submittal OAlE INITIAL OAlE NTIAL OlHER M'f'ftOVAL QTY APPROVAL .: 20 10 SHT 3, 5,21,24,26 SHT 4,6,22,25,27 0 20 40 SCALE: 1"=20'-o" APPROVED FOR /RR/GA TION AND 60 PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. HAS BUIL TH RCE EXP, DATE REVIE'wED BY• INSPECTOR DATE I ~2E2T II CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PARKING STALL ADJUSTMENT LOT 75 EXISTING PLANTING PLAN I I APPROVED: PLANNING ~~/ -i IVf /z,;-1 OWN BY: JA I Ll~~~~!o~~~ I DRAWING NO. CHKD BY: MH 550-5L RVWD BY: DEV2Q2~-QQ125 ~EET 22 Of ..3i..SHEETS GENERAL DEMOLITION NOTES 1. CONTRACTOR 1 S TO COMPLY WITH ALL GENERAL AND STATE REQUIREMENTS INVOLVING THE REMOVAL AND DISPOSAL OF HAZARDOUS MATERIAL(S). 2. CONTRACTOR'S BID IS TO INCLUDE ALL VISIBLE SURFACE AND ALL SUBSURFACE FEATURES IDENTIFIED TO BE REMOVED OR ABANDONED IN THESE DOCUMENTS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SHE INSPECTION TO FULLY ACKNOWLEDGE THE EXTENT OF THE DEMOLITION WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS NECESSARY FOR ENCROACHMENT, GRADING, DEMOLITION, AND DISPOSAL OF SAID MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS, THE CONTRACTOR SHALL PAY ALL FEES ASSOCIATED WITH THE DEMOLITION WORK. 5. BACKFILL ALL DEPRESSIONS AND TRENCHES FROM DEMOLITION TO 95% COMPACTION 6 . REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC MATERIALS, TREE ROOTS WITHIN THE DRIP OF A TREE NEEDS TO BE IDENTIFIED PRIOR JO THEIR REMOVAL THROUGH HYDRO EXCAVATION. IF ROOTS GREATER THAN 2 INCHES ARE IDENTIFIED A ' ARBORIST SHALL BE CONSUL TED FOR DIRECTION AD SHALL ALSO BE NOTIFIED FOR A FOLLOW UP ASSESSMENTS OF THE IMPACTS TO HEAL TH AND STRUCTURE OF THE TREE. 7. PRIOR TO BEGINNING DEMOLITION WORK ACTIVITIES, CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES. 8. THE CONTRACTOR SHALL MAINTAIN ALL SAFETY DEVICES AND • SHALL BE RESPONSE FOR CONFORMANCE TO ALL LOCAL STATE ' AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS. 9. THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING IMPROVEMENTS FACILITIES AND STRUCTURES WHICH ARE TO REMAIN, ANY ITEMS DAMAGED BY THE CONTRACTOR OR THEIR AGENTS OR ANY STEMS REMOVED FOR HIS USE SHALL BE REPLACED IN EQUAL OR BETTER CONDITION AS APPROVED BY THE ARCHITECT OR OWNERS REPRESENTATIVE. 10. CONTRACTOR IS TO SHUT OFF ALL UTILITIES AS NECESSARY PRIOR TO DEMOLITION. CONTRACTOR IS TO COORDINATE SERVICE INTERRUPTIONS WITH THE UTILITY OWNER AND ANY AFFECTED PROPERTIES OR BUILDINGS, SEE ARCHITECTURAL PLANS FOR ADDITIONAL DEMOLITION SCOPE OF WORK. 11 . THIS PLAN IS NOT INTENDED TO BE A COMPLETE CATALOGUE OF STRUCTURES AND UTILITIES: GENERAL INFORMATION KNOWN BY THE LANDSCAPE ARCHITECT AND TO SHOW THE LIMITS OF THE AREA WHERE WORK WILL BE PERFORMED. THIS PLAN SHOWS THE EXISTING FEATURES TAKEN FROM A FIELD SURVEY, FIELD INVESTIGATIONS AND AVAILABLE INFORMATION. THIS PLAN MAY OR MAY NOT ACCURATELY REFLECT THE TYPE OR EXTENT OF THE ITEMS 10 6€ENCOUNTERED AS THEY ACTUALLY EXIST. WHERE EXISTING FEATURES ARE NOT SHOWN, IT IS NOT IMPLIED THAT THEY ARE NOT JO BE DEMOLISHED OR RELOCATED.THE CONTRACTOR SHALL PERFORM A THOROUGH FIELD INVESTIGATION AND REVIEW OF THE SUE WITHIN THE UN OF WORK SHOWN WW THIS PLAN SET TO DETERMINE THE TYPE, QUANTITY AND EXTENT OF ANY AND ALL ITEMS, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE EXTENT OF EXISTING STRUCTURES AND UTILITIES AND QUANTITY OF WORK INVOLVED IN REMOVING THESE ITEMS FROM THE SUE. 12. PROTECT ALL EXISTING UNLESS IN PLACE UNLESS OTHERWISE NOTED. REPLACE ANY DAMAGED UTILITY TO REMAIN TO KEEP OPERABLE DURING CONSTRUCTION. 13. ALL UTILITY SHUT DOWNS ARE 10 GE AVOIDED. IF SHUT DOWNS ARE NECESSARY CONTRACTOR TO COORDINATE SHUT DOWN WITH • UTILITY OWNER WITH 48 HOUR MINIMUM NOTICE. 14. ALL EXISTING STORM DRAIN, SANITARY SEWER, AND WATER MAINS THAT SERVE EXISTING BUILDINGS MUST REMAIN OPEN ARE DURING CONSTRUCTION, CONTRACTOR TO SET UP TEMPORARY SERVICE OR WAS NECESSARY TO ENSURE UNINTERRUPTED SERVICE. RECYCLED WATER CONN ECTION NOTE PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF All OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL BE COMPLETED AND VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDITION PER CMWD STANDARDS AND REGULATIONS ANO DEHQ REGULATIONS RECYCLED WATER COLOR NOTES: RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AIID /RR/GA TTOII COMPOIIEIITS SHALL BE PURPLE Ill COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS TREE PROTECTION NOTES A. PRIOR TO ANY DISTURBANCE TO THE SITE, THE OWNER/PERMITTEE SHALL MAKE ARRANGEMENTS FOR A PRE-CONSTRUCTION MEETING WITH THE CITY OF CARLSBAD BUILDING INSPECTOR, CERTIFIED CONSUL TING ARBORIST, CONSTRUCTION MANAGER, AND LANDSCAPE PROFESSIONAL. B. THE CONSTRUCTION MANAGER IS RESPONSIBLE FOR PREVENTING DAMAGE TO TREES. B.A. CONSTRUCTION AND MAINTENANCE STAFF SHALL AVOID UNNECESSARY ACTIVITIES WITHIN THE DRIPLINE OF TREES. B.B. FINES SHALL BE ASSESSED TO THOSE INDIVIDUALS FOUND TO BE RESPONSIBLE FOR THE ILLEGAL REMOVAL OR DAMAGE OF EXISTING TREES. C. ANY DAMAGE OR INJURY OR INJURY TO TREES SHALL BE REPORTED WITHIN 24 HOURS TO MMC BY THE CERTIFIED CONSUL TING ARBORIST. D. THE CERTIFIED CONSUL TING ARBORIST SHALL BE RESPONSIBLE FOR ESTABLISHING, IMPLEMENTING, AND MAINTAINING THE TREE PROTECTION ZONE AS SHOWN ON THESE PLANS DURING THE ENTIRE CONSTRUCTION PERIOD. D.A. STAKE THE COMPLETE DRIP LINE. D.B. ROOTS SHALL BE CLEANLY CUT BACK APPROX. 6" FROM THE LIMIT OF DISTURBANCE UNLESS OTHERWISE DIRECTED BY THE CERTIFIED CONSUL TING ARBORIST. D.C. INSTALL A TEMPORARY 6 -FT HIGH CHAIN LINK FENCE AROUND THE IDENTIFIED DRIP LINE, UNLESS OTHERWISE DIRECTED BY THE CERTIFIED CONSUL TING ARBORIST. D.D. ATTACH AN ORANGE OR YELLOW PROTECTIVE FENCE (MIN. 3' HIGH) TO THE CHAIN LINK FENCE. WHEN AREAS UNDER THE TREE CANOPY CANNOT BE FENCED, ANOTHER METHOD SHALL BE REQUIRED, AS RECOMMENDED BY THE CERTIFIED CONSUL TING ARBORIST AND APPROVED BY MMC. D.E. POST "KEEP OUT" SIGNS IN BOTH SPANISH AND ENGLISH TO THE CHAIN LINK FENCE. D.F. PLACE STORY POLES WHERE PROPOSED BUILDING(S) AND TREE BRANCHES INTERFACE . D.G. SUBMIT TO MMC A TREE MAINTENANCE SCHEDULE PREPARED BY THE CERTIFIED CONSUL TING ARBORIST. D.H. IF A TREE IS ADJACENT TO OR IN THE IMMEDIATE PROXIMITY TO A GRADE SLOPE OF 8% (23 DEGREES) OR MORE, PROVIDE ADEQUATE EROSION CONTROL. E. THE CERTIFIED CONSUL TING ARBORIST SHALL VERIFY IN WRITING TO THE OWNER/PERMITTEE THAT THE TREE PROTECTION SHOWN HAS BEEN ESTABLISHED. F. THE OWNER/PERMITTEE SHALL SUBMIT THE CERTIFIED CONSUL TING ARBORIST'S VERIFICATION LETTER TO MMC BEFORE SCHEDULING A SITE INSPECTION WITH MMC. THE RE AND/OR BUILDING INSPECTOR CERTIFIED CONSUL TING ARBORIST, AND LANDSCAPE PROFESSIONAL. G. RESTRICTIONS WITHIN THE TREE PROTECTION ZONE TO BE MONITORED BY THE CERTIFIED CONSUL TING ARBORIST AS FOLLOWS: G.A. TREE PRUNING OR ROOT PRUNING SHALL ONLY OCCUR UNDER THE GUIDANCE OF THE CERTIFIED CONSUL TING ARBORIST WITH WRITTEN APPROVAL FROM MMC. G.B. PRUNING FOR VERTICAL CLEARANCE OF BUILDINGS, TRAFFIC, AND CONSTRUCTION EQUIPMENT SHALL BE PERFORMED BY THE CERTIFIED CONSUL TING ARBORIST ONLY. G.C. CONSTRUCTION EQUIPMENT AND MATERIALS SUCH AS STOCKPILING OF SOILS, VEHICLE USE, FOOT TRAFFIC, UTILITY CONTAINERS, AND STORAGE OF ANY KIND, ARE PROHIBITED. G.D. THE EXISTING GRADE SHALL NOT BE DISTURBED UNLESS OTHERWISE APPROVED BY MMC, THE RE, AND/OR BUILDING INSPECTOR. G.E. ROOT SYSTEMS SHALL BE PROTECTED FROM FLOODING, EROSION , CH EMICAL SPILLS, AND EXCESSIVE VARIATIONS IN SOIL MOISTURE BY CONSTRUCTION ACTIVITY. H. ANY MODIFICATIONS AND/OR ADDITIONS TO THE APPROVED TREE PROTECTION ZONE SHALL BE SUBMITTED BY THE CERTIFIED CONSUL TING ARBORIST WITH ADEQUATE INFORMATION TO MMC FOR APPROVAL. I. THE OWNER/PERMITTEE SHALL BE RESPONSIBLE FOR A MINIMUM 3 YEAR MONITORING, AND MAINTENANCE PERIOD, DESIGNED BY THE CERTIFIED CONSUL TING ARBORIST AFTER CONSTRUCTION TO ENSURE THE SUCCESS OF PROTECTED AND/OR REPLACEMENT TREES. DI G -~RT .,. _______ ~ ---.. ------. ,..,.,.,. ___ Ul DIAL TOLL FREE I, 1 -800 -422 -41 33 ~ AT LEAST TWO DAYS BEFORE YOU DIG - UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ROOT BARRIER NOTE: AU TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24' DEEP ROOT BARRIER. NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL 2023-HA042-003 J. THE CERTIFIED CONSUL TING ARBORIST SHALL PROVIDE ANNUAL REPORTS TO AND REQUEST INSPECTIONS FROM MMC FROM THE MONITORING AND MAINTENANCE PERIOD. K. ALL PRUNI NG SHALL COMPLY WITH THE STANDARDS OF THE AMERICAN NATIONAL STANDARDS (ANSI) FOR TREE CARE OPERATIONS AND THE INTERNATIONAL SOCIETY OF ARBORICUL TURE (ISA) FOR TREE PRUNING. TOPPING OF TREES IS NOT PERMITTED. DEMOLITION PLANTING NOTES A. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE CITY INSPECTOR 48 HOURS PR IOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. B. ALL PLANTING MATERIAL TO BE REMOVED SHALL BE TAGGED BY CONTRACTOR AND REVIEWED WITH OWNERS REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR TO REMOVAL. C. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. D. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEME NT IN CONJUNCTION WITH DAMAGED UTILITIES. E. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. F. ALL MATERIAL REMOVED FROM SITE SHALL BE PROPERLY DISPOSED OF IN AN AUTHORIZED LANDFILL UTILIZED FOR THIS PURPOSE. G. ALL TREES BEING REMOVED SHALL BE CUT DOWN WITHOUT DAMAGE TO PLANTS IN SURROUNDING AREA AND REMOVED FROM WORK AREA, STUMPS SHALL BE GROUND DOWN 24" BELOW GRADE AND ROOTS REMOVED WHERE POSSIBLE WITHOUT DAMAGING SURROUND PLANTS. H. ALL SHRUBS BEING REMOVED SHALL ALSO HAVE ROOTS REMOVED WHERE POSSIBLE, WITHOUT DAMAGE TO SURROUNDING PLANT MATERIAL. I. DEMO ALL UNDERSTORY GROUNDCOVER AND SHRUBS REVIEW WITH ' OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT BEFORE COMMENCING WORK. REFER TO PLANTING PLAN LIMIT OF PLANTING SCOPE. It\ 1-,ED \.~OSCAP(' ~._,~~., l'EB(:~-s.~c-,,_ c..,~ ~ '9v ,.,..>-v <" .... ,, • ✓ (l 350 Camino De La Reina ✓ / A • Suite 510 +: Signotvr• * San Diego, CA 92108 Ren Dote 12/311.?5 ) 619-398-3800 .S-r. te or,11012¼. ~>'f 0. CAc\f~ WWW.HED.DESIGN DAlE INITIAL ©2022 Emlratlon Dote: M /u /o, DESIGNER Of' WORK 11/14/24 JA City Submittal 04/07/25 JA City Submittal 05/22/25 JA City Submittal DAlE INITIAL DAlE INITIAL REVISION DESCRIPTI ON OTHER APPROVAL QTY APPROVAL 20 10 0 20 40 60 ------ SCALE: 1"=20'-0" APPROVED FOR IRRIGATION AND PLA NTING ONL Y, INCLUDING PRECISE LOCA TION OF PLAN TING AREA. II AS BUILT" RCE EXP. DATE REVIE'wED BY• INSPECTOR DATE I S2E3T 11 CITY OF CARLS BAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PARK ING STA LL ADJUSTM ENT LOT 75 EXISTING PLANTING PLAN APPROVED: r }/v1~."~ M 1 , , ~. 7 (t'f /Z;;-• (/~ PLANNING I OWN BY: JA I L~~9~~~o~2~ I DRAWING NO. CHKO BY: MH RVWI) BY: DEV2024-00125 550-SL SHEET 23 OF 2 SHEETS TV 0 ... / CONC -£--- ~ u 0 ("'\ .... N A V) /) I/ !\ • I -~'<,,---I -,... ~ ~ 7 -~ 0 \ ll .,, .,_QO "- O O O 0 • • ffi~-~~.~SCAPE REFERENCE PLAN RECYCLED WATER CONNECTION NOTE -=---z n - PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF ALL OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL BE COMPLETED ANO VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDITION PER CMWD STANDARDS AND REGULATIONS ANO OEHO REGULATIONS RECYCLED WATER COLOR NOTES: RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND IRRIGATION COMPONENTS SHALL BE PURPLE IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS -- ----- ~ "if 12·3~~4" VI I EX ISTING 5801 VAN ALLEN WAY 1 STORY BUILDING LOT75 APN : 2 12-120-01 COLOR AND FINISH SCHEDULE SYMBOL PAVING El KEY DESCRIPTION VEHICULAR POROUS ASPHALT PAVING VEHICULAR CONCRETE PAVING MANUFACTURER Dl _n -~RT ----.. -----.... -TM DIAL TOLL FREE I C 1 -800 -422 -4133 ~ AT LEAST 1WO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ROOT BARRIER NOTE : ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. MODEL L-'-L-I\ ~ w • l) ~ •• • ~ '-L- - ,...._ v ~ •• • ~ •• • ~ .: ► .._ ~ ~ .._ co V ~ ~ f-~ ,_ ~ •• • COLOR FINISH COMMENTS SEE CIVIL DWGS SEE CIVIL DWGS 1--IED ,yiOSCAJ>t <,,'>~ ,>,EB!:J?J?~/-Pc, ~<; ~ o' ... / 8 Y. 1' ' JI. 1 c, 350 Camino De La Reina ~ .,. A Suite 510 :iC Si9notu-.rc * San Diego, CA 92108 Ren Dote 12:/31125 619-398-3800 s, olc OS/t0/26 ,{. ?.tr. -~~, < 0, CAL If WWW.HED.DESIGN DATE INITIAL 2023-HA042-003 ©2022 -Ion Date:IZtJl '2'5 DESIGNER OF WORK ' -. "----V ~ , f/./4 / II 0 3: \ \ t1 ch >-~ ch z LL! ~ I ~z ~N •• i\ 3: ·~ I -7V-.-~ -·--·; ·~ "" n MATCHLINE SHT 25 GRAPHIC LEGEND ----PROPERTY LINE ------SETBACK LINE ...... , ..... LIMIT OF WORK LINE 0 BOLLARDS 0--CALLOUT PROTECTION SCHEDULE CODE DESCRIPTION [ EX-101 ] (E) CONCRETE CURB [ EX-102 ] (E) TRUCK RAM P [ EX-103 ] (E) CONCRETE WALK [ EX-104 ] (E) AC PAVING [ EX-105 ] (E) PLANTING AREA [ EX-106 ] (E) UTILITY -SEE CIVIL DWGS [ EX-107 ] (E) BIKE RACKS [ EX-108 ] (E) TRUNCATED DOMES W/ ZERO EDGE CURB [ EX-109 ] (E) PARKING LOT LIGHTING [ EX-11 O] (E) SITE FURNISHINGS REFERENCE ONLY SCHEDULE CODE DESCRIPTION RF.101 PROPOSED PARKING STRIPING -SEE CIVIL DWGS RF .102 PROPOSED CURB -SEE CIVIL DWGS RF.103 PROPOSED CONCRETE WALK W/ FINISH & CONTROL JOINTS TO MATCH EXISTING CONCRETE WALK RF.104 PROPOSED POROUS AC PAVING -SEE CIVIL DWGS RF.1 OS PROPOSED AC PAVING -SEE CIVIL DWGS RF.10S PROPOSED COMPACT PARKING STRIPING -SEE CIVIL DWGS PARKING DATA EXISTING PARKING: EXISTING ADA PARKING: NEW ADDED PARKING: NEW PARKING TOTAL; 45 SPACES 4 SPACES 18 SPACES 67 SPACES SHT 3,5,21,24 ,26 SHT .4,6,22,25,27 ~ ()-1,1-<) EXISTING BACKFLOWS I 't0-0-0 I EXISTING FIRE BACKFLOWS 20 10 0 20 40 60 --0+-EXISTING FIRE HYDRANT SCALE: 1 "= 20' -0" Q-o ~-EXISTING LIGHTING CJ APPROVED FOR /RR /GA TION AND EXISTING TRANSFROMERS PLA NTING ONL Y, INCLUDING PRECISE EXISTING SITE FURNISHINGS LOCA TION OF PLANTING AREA. PA PLANTER AREA #AS BUIL T N (E)PA EXISTING PLANTER AREA ~ OOOQVt~ 0000 00000 0000_0 TRUNCATED DOMES RCE EXP, DATE 11/14/24 JA City Submittal REVIEIJED BY, 04/07/25 JA City Submittal 05/22/25 JA City Submitto/ INSPECTOR DATE /f\ 1241 11 CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEKDT PLANS FOR: PARKING STALL ADJUSTMENT LOT 75 HARDSCAPE PLAN !APPROVED: ~ ~ PLANNING ;- , /V(/v,-1 OWN BY: JA I L~~~~!o~~~ I DRAWING NO. DATE INITIAL DATE INTIAL CHKD BY: MH REVISI ON DESCRIPTION OntER APPROVAL QTY APPROVAL RVWD BY: DE~2024-QQ 125 550-SL SHEET 24 OF ..15..SHEETS MATCHLINE SHT 24 ' I I I l I u \ I/ ·" ,,, z / I 0 0.. ::;;; ~ ~ () ::::, a: I-l C I -\ 1 ... • II l\.....!\~l-Hc...L_--------,. \ f EX-106 ] I I l I ' ·.!!11--1--'-+- ffi ~-~~.~SCAPE REFERENCE PLAN RECYCLED WATER CONNECTION NOTE DI i'"' ~RT PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF ALL OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL BE COMPLETED AND VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDITION PER CMWOSTANDARDS AND REGULATIONS AND DEHQ REGULATIONS 11ED ·------RECYCLED WATER COLOR NOTES: -------J.M. DIAL TOLL FREE RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND /RR/GA TION COMPONENTS SHAU. BE PURPLE IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS I• 1-800-422-4133 ~ n AT LEAST TWO DAYS \ BEFORE YOU DIG 350 Camino De La Reina Suite 510 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA San Diego, CA 92108 619-398-3800 ROOT BARR I ER NOTE : All TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL WWW.HED.DESIGN RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. 2023-HA042-D03 ©2022 •• • I EX-106 ] ! ~-====--.....fl I I I I I v===="I IF L I (\ @!@ • = n , 0 ~ w 0 iii u :::; al ~ 0.. ;: ~ >-: ~ z UJ .....l e~ .....J <( z ~ i...---;: u a: G C, - I ;: V I '- I ~ - L/ I ~~ I • . LI PROTECTION SC HEDULE CODE DESCRIPTION [ EX-101 J(E) CONCRETE CURB [ EX-102 J (E) TRUCK RAMP [ EX-103 J (E) CONCRETE WALK [ EX-104 J (E) AC PAVING [ EX-1 os J (E) PLANTING AREA [ EX-106 J (E) UTILITY -SEE CIVIL DWGS [ EX-107 J (E) BIKE RACKS [ EX-1 os J (E) TRUNCATED DOMES w, ZERO EDGE cuRB [ EX-109 ) (E) PARKING LOT LIGHTING [ EX-110 J (E) SITE FURNISHINGS REFERENCE ON LY SCHEDULE CODE DESCRIPTION RF.101 PROPOSED PARKING STRIPING -SEE CIVIL DWGS RF.102 PROPOSED CURB· SEE CIVIL DWGS RF.103 PROPOSED CONCRETE WALK W/ FINISH & CONTROL JOINTS TO MATCH '----' EXISTING CONCRETE WALK RF.104 PROPOSED POROUS AC PAVING -SEE CIVIL DWGS RF.105 PROPOSED AC PAVING· SEE CIVIL DWGS RF.106 PROPOSED COMPACT PARKING STRIPING -SEE CIVIL DWGS .. , ~-----,,.....------1 91---4++- ... ' <; I ~--I > GRAPHIC LEGEND ----PROPERTY LINE ------SETBACK LINE -----LIMIT OF WORK LINE 0 BOLLARDS 0-CALLOUT ~ 0--V,-0 EXISTING BACKFLOWS 1-to-=4 I EXISTING FIRE BACKFLOWS ...-0,-EXISTING FIRE HYDRANT D-o ~· EXISTING LIGHTING CJ EXISTING TRANSFROMERS EXISTING SITE FURNISHINGS PA PLANTER AREA (E)PA EXISTING PLANTER AREA ~ oo-t1 0000 TRUNCATED DOMES 00000 00000 11/14/24 JA 04/07/25 JA 05/22/25 JA /f\. \..ri,.l-lOSCAPc fJ"-<::,~-1<EB£:,~/ii>,:,_,, t! ~ ~9: /_,\ <J <" ' Ri ~ " ~ ~ A +c Signolure * Ren Dote 12131125: J J): ate ostto/2~ "'re o,-CAl-,£~ DAlE INITIAL DAlE INITIAL DESIGNER OF W0RI< REVISION DESCRIPTION OlHER N'PftOVAL umlnrtlon Dat.:!ZC:::I! ~ City Submittal City Submittal City Submittal DAlE llfllAL QTY APPROVAL SHT 3,5,21,24,26 20 10 0 20 40 60 -----------· SCALE: 1"=20'-0" APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. HAS BUIL TH RCE EXP, DATE REVIEWED BY1 INSPECTOR DATE I 2EsT II CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE DIPROVEIIENT PLANS FOR: PARKING STALL ADJUSTMENT LOT 75 HARDSCAPE PLAN I I APPRO~D: ~ ~ PLANNING f "?/'Zif I~, I I DRAWING NO. DWN BY: JA L~~~~!o~~~ CHKD BY: MH RVWD BY: DE~2Q2~-QQl 25 550-S L SHEET 25 OF ...35..SHEETS N d ' RCW . If) <t N . n - 0 0 - w \ I . --I• CONC / ,,,,-- ASPH - fO -...... -- // D. • h A II 41> u 0 0 0 0 0 lj. -{ [\ RECYCLED WATER CONNECTION NOTE -~·v_ I ' ~ "'--~ ~ -=- ~ coNC 0 \ n •• PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF ALL OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL BE COMPLETED AND VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDmON PER CMWD STANDARDS ANO REGULATIONS AND 0EHQ REGULATIONS RECYCLED WATER COLOR NOTES: RECYCLED WATER SYSTEM ALL PIPE, SLEEVES ANO IRRIGATION COMPONENTS SHALL BE PURPLE IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQIRREMENTS - • - EXISTING 5801 VAN ALLEN WAY 1 STORY BUILDING LOT75 APN: 212-120-01 PLANT SCHEDULE SYMBOL BOTANICAL/ COMMON NAME TREES 0 RHUS lANCEA / AFRICAN SUMAC SHRUBS 36"8OX 0 0 MISCANTHUS SINENSIS 'MOANING LIGHT'/ MORNING LIGHT EULALIA GRASS 15 GAL. WESTAINGIA FAUTICOSA / COAST ROSEMARY 15 GAL. SYMBOL BOTANICAL/ COMMON NAME SIZE SHRUB AREAS m LANTANA X 'NEW GOLD' I NEW GOLD LANTANA 5GAL ~ MUHLENBERGIA X 'REGAL MIST'/ PINK MUHLY 5GAL. NOTE: WUCOLS L L L .._ ~ ~ ,- -- ~ ,- - '- ~ •• • '- 0 I/ •• • • • • •• • I , ~ ~ ID \) ~ ~ QTY 3 11 14 WUCOLS SPACING QTY L 36"oc .. 986SF L 48"0.C. 1,092 SF • lJ ' - \ I . REMARKS REMARKS ~ CJ a::: - - ( 1 ....__ ,,.. / 3:: \ \ -7~--~ -■- D "" ~ ~ ~ f!v/4 II V 0 ·~1 I 1~ MATCHLINE SHT 27 WHERE ALL NEW PLANTING IS BEING INSTALLED A 3" LAYER OF FOREST FINES MU LCH SHALL BE INSTALLED Ii\. 01 1~ -~RT 1-iED .. -... -... --_____ .. _____ ,,.._. -----........ \..p,.t,lOSCAPe '"· DIAL TOLL FREE f><,<>~,i. ,<E~.~~~"'P,:,+ • 1 -800-422-4133 rt ~ 6)1'. ✓ ..... ? (j ... AT LEAST 1WO DAYS '(JA_ , • " BEFORE YOU DIG 350 Camino De La Reina ~ '/ ~ Suite 510 :t' Signotufe * UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA San Diego, CA 92108 Ren Oote l2/Jl/c?5 619-398-3800 J"~ ole OSl'IO/a:~, ROO T BARRIER NOTE : "lt' a, c,c1f~ ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL WWW.HED.DESIGN DATE INTIAL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER REVISION DESCRIPTION SHALL ENCIRCLE THE ROOT BALL ~tlon Date:1?111 /o, DESIGNER OF W0RI< 2023-HA042-003 ©2022 GRAPHI C LEGEND ---- ------ ........... 0 0--- ~0--0 1~1 --0+- D-<> ~ .. CJ PA (E)PA 11/14/24 JA 04/07/25 JA 05/22/25 JA PROPERTY LINE SETBACK LINE LIM IT OF WORK LINE BOLLARDS CALLOUT EXISTING BACKFLOWS EXISTING FIRE BACKFLOWS EXISTING FIRE HYDRANT EXISTING LIGHTING EXISTING TRANSFROMERS EXISTING SITE FURNISHINGS PLANTER AREA EXISTING PLANTE R AREA TRUNCATED DOMES SHT 3, 5,21 ,24 ,26 SHT 4,6,22,25,27 20 10 0 20 40 ---- SCALE: 1 "= 20' -0" APPROVED FOR /RR/GA TION AND 60 PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 1 AS BUIL T1 RCE EXP, DATE City Submittal REVIE'wED BY• City Submittal City SubmitlO'I INSPECTOR DATE 1s2r11 CITY OF CARISBAD PLANNING DIVISION LANDSCAPE DIPROVIKENT PLANS FOR: PARKING STALL ADJUSTMENT LOT 75 PLANTING PLAN I I APPROVED: PLANNING l:iu ~ • 7/z.?{vs I JA D~ BY: I LP~9~9i~o~~:3 I DRAWING NO. DATE INTIAL DATE INITIAL CHKD BY: MH 550-5L OntER APPROVAL QTY N>PROVAL RV\\O BY: DEV2Q24-QQ125 SHEET 26 OF...35....SHEETS . . . . ' ) " ~ • S'-l) \ I/ (\ I ~ ~ I IC )~ ( \() V \~~ ( ~ I I ) ' \ RECYCLED WATER CONNECTION NOTE > -~ z 0 CL :a <{ er :,.: (.) :::, er I- I I I I ' •• • PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF ALL OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHAU BE COMPLETED AND VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDITION PER CMWD STANDARDS AND REGULATIONS AND DEHQ REGULATIONS RECYC LED WATER COLOR NOTES: RECYCLED WA T'ER SYST'EM ALL PIPE, SLEEVES AND /RR/GA T10N COMPONENTS SHAU BE PURPLE IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS 1~ ~ I I .i,r-~ •• • ~ '\~ _,) = I I . I I I >-< (C~) (CAV) (CAV) -+--II ~ •• • ) / I ~ \ I I 7 ~ ~ I I -• Q' ("'. ~ 1 ,< -- G6 ~ •• 1) • • PLANT SCHEDULE SYMBOL BOTANICAL/ COMMON NAME SIZE WUCOLS TREES 0 RHUS LANCEA / AFRICAN SUMAC 36" BOX L SHRUBS s 0~~0 p '\'i'c If I I I (\ ~ _n:Jl -~ • ,,, 0 { w 0 iii 0 :J m :, a. l 'f V l) I I I I I t Jr= : ~ ----.--1----iG-----t---t-t-+~~ II (1 l• ~ ... - I- QTY REMARKS 3 0 MISCANTHUS SINENSIS 'MORNING LIGHT'/ MORNING LIGHT EULALIA GRASS 15 GAL. L 11 0 WESTRINGIA FRUTICOSA / COAST ROSEMARY SYMBOL BOTANICAL/ COMMON NAME SHRUB AREAS ~ LANTANA X 'NEW GOLD'/ NEW GOLD LANTANA ~ MUHLENBERGIA X 'REGAL MIST'/ PINK MUHLY D1 1~ -~RT 11ED . ---... -~ ... ----------J.M. DIAL TOLL FREE I • I 1-800-422 -4133 I AT LEAST TWO DAYS BEFORE YOU DIG 350 Camino De La Reina Suite 510 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA San Diego, CA 92108 619-398-3800 ROOT BARRIER NO TE : ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL WWW.HED.DESIGN RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. 2023-HA042-003 ©2022 15 GAL. SIZE 5 GAL. 5 GAL. \.p.>lOSCAP(' ~~~ ~ 'S-, L WUCOLS L L <,.,'>\"',i. >1EB(l1~:S:~'1,,,,C'. 4} V ;, ~ "• I ~ .,J • ~ ..... ,le Signoture * Ren Dole l2IJ112S J ..r;._ ote os11012~. -flj' o,-CAI. 1f~ Emlratlon Date:!Zll! ,~ SPACING 36"0.C. 48"0.C. 14 QTY 986SF 1,092 SF /(\ DAlE INITIAL DESIGNER OF WORI< REMARKS REVISION DESCRIPTION GRAPHIC LEGEND ---- ------ ...... , ... 0 0- ~0--0 I to=vi----@ I -0+ D-o *• ~ PA (E)PA 11/14/24 JA 04/07/25 JA 05/22/25 JA PROPERTY LINE SETBACK LINE LIMIT OF WORK LI NE BOLLARDS CALLOUT EXISTING BACKFLOWS EXISTING FIRE BACKFLOWS EXISTING FIRE HYDRANT EXISTING LIGHTING EXISTING TRANSFROMERS EXISTING SITE FURNISHI NGS PLANTER AREA EXISTING PLANTER AREA TRUNCATED DOMES SHT 3,5,21,24,26 SHT 4,6,22,25,27 20 10 0 20 40 60 ---■-------111111 SCALE: 1"=20'-0" APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA . "AS BUILT" RCE EXP. DATE City 5'Jbmittol REVIEw'ED BY• City 5'Jbmittal City 5'Jbmittal INSPECTCR DATE I S2E?T 11 CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PARKING STALL ADJUSTMENT LOT 75 PLANTING PLAN I I APPROVED: PLANNING C¼~ ,{V?/V5 1 OWN BY: JA I L~~~~!o~~:3 I DRAWING NO. DAlE INITIAL DAlE IIITIAL CHK0 BY: MH OlHER N'PftOVAL CITY APPROVAL RVWO BY: DE~2024-00125 550-5L SHEET 27 OF ...35..SHEETS PLANTING NOTES A REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION , FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION . B. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE CITY INSPECTOR 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. C. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS ANO ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. 0. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS ANO ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCH ITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. E. CONTRACTOR SHALL REVIEW ALL NOTES PRIOR TO COMMENCING PLANTING OPERATIONS. F. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH THE PLANTING OPERATIONS. G. CONTRACTOR SHALL, IMMEOIATEL Y UPON AWARDING OF THE CONTRACT, ORDER, LOCATE, AND PURCHASE (OR HAVE HELD FOR THEM), ALL PLANT MATERIAL REQUIRED BY THESE PLANS AND NOTES. H. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT ANO PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY ANO ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. I. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. J. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. K. BEFORE BIDDING ANO AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED ON PLANTING PLAN. HAVE SAMPLES TESTED BY WAYPOINT ANALYTICAL, (714) 282-8777, FOR SOIL FERTILITY. TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. IN STALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM THE OWNER. SUBMIT SOIL REPORT TO LANDSCAPE ARCHITECT PRIOR TO PLANTING. L. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. M. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM. N. LOCATE ANO TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHY APPEARANCE OR NON-CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE OWNER. 0 . IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE OWNER OR THE OWNER'S AUTHORIZED REPRESENTATIVE FOR FIELD APPROVAL OF ALL SPECIMEN PLANT MATERIAL PRIOR TO INSTALLATION. NONCOMPLIANCE MAY RESULT IN THE REMOVAL OF SITE DELIVERED PLANT MATERIAL AT THE DISCRETION OF THE OWNER OR THE OWNER'S AUTHORIZED REPRESENTATIVE. P. ALL PLANTS SHALL BE PROTECTED AGAINST THE HEAT, SUN, WIND, AND FROST DURING TRANSPORTATION TO THE SITE. DO NOT STORE PLANTS IN TOTAL DARKNESS FOR MORE THAN ONE DAY. Q. AT LEAST ONE PLANT OF EACH SPECIES DELIVERED TO THE SITE WILL HAVE AN 1.0. TAG FROM THE SUPPL YING NURSERY SHOWING COMMON AND BOTANICAL NAMES. R. 00 NOT DAMAGE ROOTBALL DURING BOTH TRANSPORTATION AND THE PLANTING PROCESS. DO NOT PENETRATE ROOTBALL WITH TREE STAKES. S. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. T. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE.CONTRACTOR SHALL NOTIFY THE OWNER AFTER LAYOUT IS COMPLETE AND AFTER PLANT INSTALLATION FOR INSPECTION AND APPROVAL. CONTRACTOR SHALL NOT PLANT ANY PLANT MATERIAL ADJACENT TO ANY PAVING OR STRUCTURES WHERE PLANT MATERIAL MAY CAUSE DAMAGE. CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR REPAIR, REPLACEMENT, AND COST TO DAMAGED PAVING OR STRUCTURES BY IMPROPERLY LOCATED PLANTINGS. U. PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS ANO SPECIFIED SPACING SHALL TAKE PRECEDENCE. V WILTED PLANT MATERIAL SHALL NOT BE PLANTED ANO SHALL BE REMOVED FROM THE SITE. w. CROWN OF PLANT SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL. RECYCLED WATER CONNECTION NOTE X. CONTRACTOR SHALL INSTALL TREES AND SHRUBS PRIOR TO INSTALLING GROUND COVER. Y. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM TH E EDGE THAN ONE-HALF THE SPECIFIED ON CENTER SPACING. Z. INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. AA ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. AB. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. AC. DURING THE LENGTH OF THE GUARANTEE PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. AO. CONTRACTOR SHALL WARRANTY ALL TREES FOR ONE YEAR AND ALL OTHER PLANT MATERIAL FOR 90 DAYS AFTER FINAL ACCEPTANCE BY OWNER. AE. MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 2:1 SLOPE WITH A 3" DEEP LAYER OR 2" DEEP LAYER AT SUCCULENT AND CACTI OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. AF. CONTRACTOR SHALL REPLACE ANY EXISTING PLANT MATERIAL WHICH IS DAMAGED BY CONSTRUCTION OPERATIONS. REPLACEMENT PLANT MATERIAL MUST BE OF MATCHING SPECIES, INSTALLED FROM TH E FOLLOWING MINIMUM SIZE: 15 GAL TREE, 1-GALLON SHRUB, FLATTED GROUNOCOVER. AG. INSTALLATIONS THAT ARE ADJACENT OPEN SPACE, NATURALIZED SLOPES OR UNDEVELOPED LAND ARE SUBJECT TO DAMAGE BY RODENTS OR DEER AND SHALL BE TREATED WITH AN APPROPRIATE REPELLENT IN A SPRAY ANO/OR TABLET FORM. REPELLEX BY GROPOWER OR APPROVED EQUAL, THAT PROVIDES IMMEDIATE AND LONG TERM PROTECTION, SHALL BE USED. AH. ROOT BARRIERS SHALL BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. ROOT BARRIERS INSTALLED ADJACENT TO A BIOSWALE SHALL NOT INTERFERE WITH DRAINAGE TO OR FROM THE BIOSWALE SYSTEM. Al. FIRE PREVENTION NOTE: MINIMUM VERTICAL CLEARANCE OF 13'-6" SHALL BE PROVIDED FROM TOP OF FIRE ACCESS ROADWAY TO LOWEST BRANCHES OF TREE AND MINIMUM OF 28 FEET IN WIDTH. AJ. THE SHRUBS SHALL BE ALLOWED TO GROW IN THEIR NATURAL FORMS. AK. ALL LANDSCAPE IMPROVEMENTS SHALL FOLLOW COUNTY OF SAN DIEGO GUIDELINES: STREET TREES ANO OTHER TREES SHALL BE SPACED: -20 FEET FROM TRAFFIC SIGNALS/ STOP SIGNS -5 FEET (10 FEET FOR SEWER) FROM UNDERGROUND UTILITIES -10 FEET FROM ABOVE GROUND UTILITY STRUCTURES -10 FEET (5' FOR RESIDENTIAL <25 MPH) FROM DRIVEWAY ENTRIES -25 FEET FROM INTERSECTIONS (INTERSECTING CURB LINES OF TWO STREETS) -10 FEET FROM EASEMENT BOUNDARIES (SEWER, WATER, STORM DRAINS, ACCESS OR OTHER UTILITIES). -STREET TREES SHALL BE PLANTED 3' OUTSIDE RIGHT-OF-WAY IF THE RIGHT-OF-WAY DOES NOT ALLOW SPACE, SUBJECT TO THE CITY ENGINEER'S APPROVAL. -SCREEN ALL UTILITIES ACCORDING TO SPECIFIC AGENCY REQUIREMENTS. AA. MAINTENANCE: ALL REQUIRED LANDSCAPE AREAS SHALL BE MAINTAINED BY THE OWNER. LANDSCAPE AND IRRIGATION AREAS IN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED BY THE OWNER . THE LANDSCAPE AREAS SHALL BE MAINTAINED FREE OF DEBRIS AND LITTER, ANO ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION. DISEASED OR DEAD PLANT MATERIAL SHALL BE SATISFACTORILY TREATED OR REPLACED WITHIN 30 DAYS OR A FINAL LANDSCAPE INSPECTI ON AB. A MINIMUM ROOT ZONE OF 40SF IN AREA SHALL BE PROVIDED FOR ALL TREES. THE MINIMUM DIMENSION FOR THIS AREA SHALL BE 5 FEET, PER SDMC 142.0403(6)(5). AC. 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 PER THE SAN DIEGO MUNICIPAL CODE, SECTION 142.0403(6 )(1 0). AD. MULCH: ALL REQUIRED PLANTING AREAS ANO AIL EXPOSED SOIL AREAS WITHOUT VEGETATION SHALL BE COVERED WITH MULCH TO A MINIMUM DEPTH OF 3 INCHES, EXCLUDING SLOPES REQUIRING RE-VEGETATION PER SDMC 142.0411. AE. DIG PLANTING PITS TWICE THE WIDTH AND ONCE THE DEPTH OF THE ROOTBALL. SCARIFY WALLS OF PLANTING PITS AND THOROUGHLY LEACH PRIOR TO AMENDING. FILL PITS WITH BACKFILL MIX TO THE DEPTH OF THE ROOTBALL ANO THOROUGHLY IRRIGATE. SOIL ANALYSIS: A AGRICULTURAL SUITABILITY TEST REPORT FOR ON-SITE SOIL PRIOR TO BIDDING TO ALLOW FOR LANDSCAPE CONTRACTOR TO PROVIDE BIO TO INCLUDE NECESSARY AMENDMENTS AND SHALL BE RE-TESTED PRIOR TO PLANTING. A.A. A.B. AC. AO. AE. WITHIN THE PROPOSED PLANTING AREAS, LANDSCAPE CONTRACTOR SHALL TAKE THREE (3) SAMPLES OF SITE SOIL AT A DEPTH OF 6 TO 12 INCHES AFTER COMPLETION OF GRADING ANO PRIOR TO WEED CONTROL AND SOIL PREPARATION. LANDSCAPE CONTRACTOR SHALL SUBMIT SAMPLES TO A QUALIFIED AND APPROVED SOILS LAB FOR SOIL EVALUATION FOR EACH PLANT BEING USED FOR THE PROJECT. THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: ORGANIC MATTER CONTENT, NPK, PH, EC, SOIL INFILTRATION RATES, SOLUBLE SALTS, SODIUM AND SOIL TEXTURE (SILT, CLAY, SAND). SUBMIT A WRITTEN RECOMMENDATION FOR AMENDMENTS, LEACHING, ANO MAINTENANCE FROM THE SOILS LABORATORY TO THE LANDSCAPE ARCHITECT FOR APPROVAL. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS ANO BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS AND TO ALSO BE SUBMITTED AT CERTIFICATE OF COMPLETION TO THE THE CITY OF CARLSBAD. THE SOILS REPORT SHALL TAKE PRECEDENCE OVER ANY AMENDMENT ANO FERTILIZER RATES SPECIFIED IN THESE PLANS. B. PERGOLA TION TESTING B.A. UPON COMPLETION OF THE ROUGH GRADING OF THE SITE, THE LANDSCAPE ARCHITECT SHALL IDENTIFY TYPICAL LOCATIONS FOR THE LARGEST TREES AT 200 FOOT INTERVALS. THE CONTRACTOR SHALL EXCAVATE THE PIT FOR THE TREE PER PROJECT SPECIFICATIONS AND DETAILS. B.B. WITH THE OWNER'S REPRESENTATIVE PRESENT, THE CONTRACTOR SHALL FILL THE PITS WITH WATER TO A DEPTH OF 12 INCHES. THE LENGTH OF TIME REQUIRED FOR THE WATER TO PERCOLATE INTO THE SOIL, LEAVING THE PIT EMPTY, WILL BE MEASURED BY THE CONTRACTOR AND VERIFIED BY THE OWNER'S REPRESENTATIVE. B.C. WITHIN SIX (6) HOURS OF THE TIME THAT THE WATER HAS DRAINED FROM THE PIT, THE CONTRACTOR, ALONG WITH THE LANDSCAPE ARCHITECT, SHALL AGAIN FILL THE PIT WITH WATER TO A DEPTH OF 12 INCHES. IF THE WATER DOES NOT COMPLETELY PERCOLATE INTO THE SOIL WITHIN EIGHT(8) HOURS, THE CONTRACTOR SHALL PROVIDE A SUBSURFACE DRAINAGE SYSTEM TO EACH TREE. THE SUBSURFACE DRAINAGE SYSTEM SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. CALIFORNIA MWELO NOTES: A. FOR LANDSCAPE INSTALLATION, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPERATEO TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAT 6% ORGANIC MATTER IN THE TOP SIX INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING B. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION, ON ENGINEERED SLOPES, ONLY AMMEND PLANTING HOLES NEED TO MEET THE REQUIREMENT OF THIS SECTION C. THE APPLICATION OF ORGANIC MULCH MATERAILS MADE FROM RECYCLED OR POST CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF ALL OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL DIG ~RT BE COMPLETED AND VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDmON PER CMWD STANDARDS AND REGULATIONS AND DEHQ REGULATIONS a.---.... --· 1-,ED RECYCLED WATE R COLOR NOTES: --,.. -_._. _ _. --\.,-.NOSCAPc TM. DIAL TOLL FREE RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND IRRIGATION COMPONENTS SHALL BE PURPLE IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS -~ 1-800-422-4133 .,._'>~.._ ,-1'£B£,;,:~s-;>l>c-~ J ? ~ +: V ......... (j <" AT LEAST 1WO DAYS .... ,,~ ., ('I \ BEFORE YOU DIG 350 Camino De La Reina .,J & _, ..... , Suite 510 :1< Si9notvfe * UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA San Diego, CA 92108 Ren Oote IC:/31/ZS ) 619-398-3800 J',: o1.e OS/10/¾. ROOT BARRIER N OTE: ~~ OF C"-''~ ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HAROSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL WWW.HED.DESIGN RECEIVE A 1 O' LENGTH OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL 2023-HA042-003 ©2022 Emlratlon Date:!Zi::I!iZJ DATE EROSION CONTROL NOTES: A SLOPES 6:1 OR STEEPER REQUIREING EROSIONS CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS AA. STANDARD #1 -COVER CROP/REINFORCED STRAW MATTING: A.A.A. COVER CROP SHALL BEA SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING ANO FAST COVERING GRASSES, CLOVER ANO/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY AND LANDSCAPE ARCHITECTURE APPROVAL PRIOT TO APPLICATION. THEN COVER CROP SHALL BE APPLIED AT A RATE ANO MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN 30 DAYS A.A.B. TYPE OF REINFORCE STAW MATTING SHALL BE AS APPROVED BY THE CITY ANO LANDSCAPE ARCHITECT AND STAKED TO THE SLOPE AS RECCOMENDED BY THE MANUFACTURER A.A.C. REINORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. A.B. STANDARD #2 -GROUND COVER AB.A. ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTD WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE 1 GAL MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN 1 YEAR) A.C. STANDARD #3 -LOW SHRUBS A.CA LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) SHALL COVER A MINIMUM OF SEVENTY 70% PERCENT OF THE SLOPE FACE (AT MATURE SIZE) A.D. STANDARD #4 -TREES AND/OR LARGE SHRUBS AO.A. TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 5 GAL CONTAINERS)AT A MINIMUM RATE OF ONE(1) PER TWO HUNDREDD (200) SQUARE FEET. B. SLOPES 6:1 OR STEEPER ANO: B.A. 3' OR LESS IN VERITICAL HEIGHT ANO AREA ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MIN. STANDARD #1 B.B. 3'-8' IN VERITCAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LI EU OF A COVER CROP), #2 AND #3 B.C. IN EXCESS OF 8' IN VERTICAL HEIGH REQUIRE STANDARDS OF #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3 AND #4 SOFTSCAPE GRADING NOTES: A. GRADING SHALL PROVIDE POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM B. ALL UTILITIES AREA TO BE SCREENED, LANDSCAPE CONSTRUCTION DRAWINGS WILL BE REQUIRED TO SHOW AND LABEL ALL UTILITIES AND PROVIDE APPROPRIATE SCREENING C. ANY CHANGES IN THE BIO SWALE LAYOUT/DESIGN SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO IRRIGATION AND PLANTING INSTALLATIONS SO THAT THE LANDSCAPE ARCHITECT CAN REVISE THE PLANS ACCORDINGLY D. ALL EROSIONS CONTROL MATTING WILL BE STRAW MATTING, JUTE MATTING WILL NOT BE ALLOWED E. ALL SURFACE DRAIN INLETS IN PLANTED AREAS SHALL HAVE A 6" RADIUS OF GRAVEL 12" DEEP TO REDUCE FOREIGN PLANTING MA TIER ENTERING DRAINAGE SYSTEM. LANDSCAPE MAINTENANCE NOTES 1. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN LANDSCAPE IN A NEAT, ORDERLY AND HEAL THY GROWING CONDITION, FREE FROM DEBRIS ANO REFUSE UNTIL THE DATE OF ACCEPTANCE. 2. ALL DEAD OR DISEASED PLANT MATERIAL SHALL BE REMOVED ANO REPLACED WITHIN THREE MONTHS AFTER IT DIES OR IN THE NEXT PLANTING SEASON, WHICHEVER COMES FIRST. 2.1. DECIDUOUS PLANTING SEASON SHALL BE BETWEEN MARCH 1 AND OCTOBER 1 2.2. EVERGREEN PLANTING SEASON SHALL BE BETWEEN MARCH 1 AND SEPTEMBER 1. 3. REPLACEMENT PLANT MATERIAL INSTALLED SHALL BE AS CLOSE AS PRACTI CAL TO THE SIZE OF THE MATERIAL IT IS INTENDED TO REPLACE. 4. PRUNING SHALL BE MINIMAL AT THE TIME OF INSTALLATION , ONLY TO REMOVE DEAD OR DISEASED BRANCHES. SUBSEQUENT PRUNING SHALL ASSURE PROPER MATURATION OF PLANTS TO ACHIEVE THEIR APPROVED PURPOSE. DO NOT CUT LEADER BRANCH. 5. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN LAWN AREAS UNTIL THE DATE OF FINAL ACCEPTANCE AS FOLLOWS: 5.1 . MOWED ON A WEEKLY BASIS DURING THE GROWING SEASON. WATERED ENOUGH THAT MOISTURE PENETRATES THROUGH ROOT ZONE AND ONLY AS FREQUENTLY AS NECESSARY TO MAINTAIN HEAL THY VIGORUS GROWTH. 5.2. IF REQUIRED, CONTROL BROAD LEAF WEEDS WITH SELECTIVE HERBICIDES, APPLIED PER MANUFACTURERS RECOMMENDATION. APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. II AS BUILT'' RCE EXP, DATE 11/14/24 JA City Submitlol REVIE'JED BY• 04/07/25 JA City Submittal 05/22/25 JA City Submittal INSPECTOR DATE /1\ I S2EaT 11 CIT Y OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PARKING STALL ADJ USTMENT LOT 75 PLANTING NOTES I I APPROVED: ~ PLANNING ~ ~ , IV/ /-i,t;' I INITIAL DATE INITIAL DATE INITIAL D~ BY: JA LP~~lf29i~o~9~ CHKD BY: MH DESIGNER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: I DEV2Q2~-QQ 125 I DRAWING NO. 550-5 L SHEET 28 OF ..Ji..SHEETS PLANTING PIT SHALL BE TWO TIMES THE DIAMETER OF THE ROOT BALL LEGEND G) TREE (REFER TO PLANTING LEGEND FOR VARIETY) @ PLANT TREE SO THAT ROOT CROWN AT TRUNK IS 2"ABOVE GRADE WITH SOIL TAPERING AWAY FROM TRUNK. @ MULCH (SEE SPECS. FOR DEPTH) HOLD MULCH AWAY FROM ROOT FLARE © 4" HT.TEMP. MOUNDED EARTH SAUCER © SLOW RELEASE FERTILIZER TABLETS (SEE SPECS. FOR INFO) © PLANTING MIXTURE (SEE SPECS. FOR INFO.) 0 PREPARE EXISTING SUBGRADE PER SPECIFICATIONS @ FILTER FABRIC WRAPPED AROUND ENTIRE LENGTH OF THE PIPE, TIE WITH PLASTIC ZIP TIES@ 18" O.C. (v 4" ABS PERFORATED RIGID PIPE W/ 1/2" DIA. HOLES @ 3"0.C. @) FINISH GRADE @ 4" DIA. NOS FLAT DRAIN GRATE, COLOR GREEN, SNUG FIT, DO NOT GLUE. LOCATE TO AVOID RUN-OFF INTO STANDPIPE STANDARD TREE PLANTING/STAND PIPE N.T.S RECYCLED WATER CONNECTION NOTE 01 1~ -~RT PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF ALL OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL BE COMPLETED ANO VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONOrTlON PER CMWO STANDARDS ANO REGULATIONS ANO OEHQ REGULATIONS .. ... ... ... ---_____ .. RECYCLED WATER COLOR NOTES: ....................... ~ -----'"· DIAL TOLL FREE RECYCLED WATER SYSIEM ALL PIPE, SLEEVES AHD IRRIGATION COMPONENTS SHALL BE PURPI.E IN COi.OR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS ' 1-800 -422 -4133 ? AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ROOT BARRIER NOTE: All TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. NOTES: A. 1 STAND PIPE SHALL BE INSTALLED ON 15 GAL TREES, 2 SHALL BE INSTALLED ON TREES 24" AND LARGER B. TREE BUBBLERS SHALL BE INSTALLED ON OPPOSITE SIDE FROM STANDPIPES C. STAND PIPE SHALL BE WRAPPED IN FILTER FABRIC AND INSTALLED TO A MIN. DEPTH OF 6", MAX 2' BELOW THE BOTTOM OF THE ROOT BALL PLANTING PIT SHALL BE TWO TIMES THE DIAMETER OF THE ROOT BALL LEGEND 0 TREE (REFER TO PLANTING LEGEND FOR VARIETY) @ DO NOT CUT LEADER @ 36" CORDED TIE, ATTACH TO POST W/ 2 ROOFING NAILS © ROOT FLARE @ PLANT TREE SO THAT ROOT CROWN AT TRUNK IS 2"ABOVE GRADE WITH SOIL TAPERING AWAY FROM TRUNK. @ MULCH (SEE SPECS. FOR DEPTH) HOLD MULCH AWAY FROM ROOT FLARE 0 SLOW RELEASE FERTILIZER TABLETS (SEE SPECS. FOR INFO) @ STAKES DRIVEN A MINIMUM OF 12" INTO UNDISTURBED SOIL BELOW PLANTING HOLE JUST OUTSIDE ROOT BALL. TRIM STAKE 6" ABOVE HIGHEST TREE TIE. (v PLANTING MIXTURE (SEE SPECS. FOR INFO.) @) 4" HT.TEMP. MOUNDED EARTH SAUCER @ FINISH GRADE @) PREPARE EXISTING SUBGRADE PER SPECIFICATIONS NOTES: A. SET ALL PLANTS AT THE PROPER DEPTH. PLANT ALL TRUNKS PLUMB. B. REMOVE ALL BURLAP, WIRE CAGE, TWINE AND ROPE FROM UPPER 3/4 OF ROOT BALL AFTER STABILIZING LOWER 1/4 OF ROOT BALL IN PLANTING MIXTURE. C. REMOVE ALL TREE TAGS AT SUBSTANTIAL COMPLETION D. REFER TO SPECIFICATIONS FOR ADDITIONAL PRODUCT INFO. E. TREES MORE THAN 3 INCHES IN TRUNK DIAMETER NEED THREE STAKES FOR ADEQUATE BRACING. F. SET STAKES VERTICAL AND AT EQUAL HEIGHT. G. ROOT FLARE SHALL BE AT FINISHED GRADE ELEVATION. H. WRAP THE TRUNKS OF NEWLY PLANTED TREES THAT HAVE SMOOTH AND THIN BARK WITH APPROVED TREE WRAP. WRAP IS NOT NECESSARY IF THE TREE HAS SUFFICIENT SMALL TWIGS TO SHADE 50 PERCENT OF THE TRUNK. 1 -----------------CD STANDARD TREE PLANTING/STAKING N.T.S (/) (/) w ..J a: 0 q in LEGEND 0 HARDSCAPE/EXISTING HARDSCAPE (SEE HARDSCAPE PLAN) © ROOT BARRIER 1 0' IN LENGTH @ TREE (SEE PLANTING PLAN AND LEGEND) © TREE TRUNK NOTES: A. ROOT BARRIER SHALL BE PLACED 6" FROM THE TREE SIDE EDGE OF THE HARDSCAPE B. UNDER NO CIRCUSTANCES SHALL THE ROOTBALL OF THE TREE BE WRAPPED WITH THE ROOT BARRIER C. ROOT BARRIER SHALL BE 24" DEEP Deeproot UB24-2 OR APPROVED EQUAL D. THE CONTRACTOR SHALL COM PLY WITH ALL MANUFACTURER'S RECOMMENDED SAFETY AND INSTALLATION PROCEDURES OF THE "DEEPROOT ROOT BARRIER" FABRIC OR APPROVED EQUAL E. WHEN PRUNING IS REQUIRED TO PROVIDE A CLEAR WORK AREA, CONFORM TO INDUSTRIAL STANDARDS (INTERNATIONAL SOCIETY OF ARBOR IC UL TURE OR ANSI 133.1) NOTE DETERMINE DIAMETER IN FIELD BASED ON DRIPLINE DETAIL LEGEND 0 TREE (REFER TO PLANTING LEGEND FOR VARIETY) @ TREE DRIPLINE @ CAUTION TAPE DELINEATING NO MATERIAL OR EQUIPMENT ARE TO ENTER AREA PROTECTING EXISTING ROOTS © 5'TALL WOOD/METAL STAKE DRIVEN INTO SOIL AT DRIPLINE EXPOSED HEIGHT TO BE 36" © EXISTING FINISHED GRADE @ BURIED SECTION OF WOOD/ METAL STAKE 0 ROOT ZONE BEING PROTECTED @ EXISTING COMPACTED SUBGRADE A. TO BE REMOVED FROM ALL EXISTING TREES PRIOR TO FINAL WALK THROUGH 0 ROOT BARRIER 4 ----------- N.T.S 0 EXISTING TREE PROTECTION FENCE 3 --------N.T.S APPROVED FOR /RR /GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCA TION OF PLANTING AREA . 'AS BUILT' RCE EXP. DATE 11/14/24 JA City Submittal REVIE'wED BY• 04/07/25 JA City Submittal 05/22/25 JA City Submittal INSPECT□R DATE .&. j 529T II CITY OF CARLSBAD I PLANNING DIVISION l~ED LANDSCAPE IMPROVEMENT PLANS J'OR: \.p.~OSCAPe- ~4.,'0~'/. ,<EBt~~~S.~"+ PARKING STALL $' ~ '9,v ... .,>, 5! ,,. ,, ~ ADJUSTMENT LOT 75 350 Camino De La Reina ✓ ~ A Suite 510 ~ Signature * PLANTING DETAILS San Diego, CA 92108 Ret1 Dote 12/Jl/~ I I APPROVED: ~~/ -i I t-f /2-?" I 619-398-3800 .S ote os11012s -{. ,:, ~' Ii: OF c,c1f PLANNING OWN BY: JA I LP~9~'a:o~9~ I DRAWING NO. VWWV.HED.DESIGN DATE IMTIAL DATE INITIAL DATE INITIAL MH REVISION DESCRIPTION CHKD BY: ~!ration Date:'°'" I?• DESIGNER ~ WORK OlMER APPflfNAL QTY APPROVAL RVWD BY: DE~2Q24-QQj 25 550-SL 2023-HA042-003 ©2022 SHEET 29 OF....35....SHEETS TYPICAL PLANT SPACING SCALE: N.T.S. LEGEND: G) SHRUB (PER PLANTING PLAN) @ MULCH (SEE "EXTERIOR PLANTS" SPEC. FOR DEPTH & ADDL. INFO.) @ FINISH GRADE © PLANTING MIXTURE (REFER TO "EXT. PLANTS" SPEC. FOR ADDL. INFO.) © EXISTING SUBGRADE @ EDGE OF CURB/FACE OF WALL D = DIMENSION OF PLANT SPACING AS INDICATED IN PLANT LIST. NOTES: A. PLANT TO WITHIN 4" OF TREE ROOT BALL, SHRUB ROOT BALL, OR LIGHT FIXTURE. B. SET PLANTS WITH BOTTOM LEAVES AT GRADE AFTER MULCHING. C. REFER TO SPECS. FOR ADDL.INFO. SECTION LEGEND G) LOCATE PLANTS WITH EQUAL SPACING AS INDICATED ON PLAN, TRIANGULAR SPACING @ 24' CLEAR VEHICLE OVERHANG ZONE- LOW(MAX. 8" HT.) GROUND COVER ONLY @ CURB © SPRINKLER HEAD-LOCATE BETWEEN PARKING STALLS WHENEVER POSSIBLE-MAX. 6" POP-UP WHEN LOCATED IN VEHICLE OVERHANG ZONE © VEHICLE @ 1/2 SPACING FOR SPECIFIED PLANT MATERIAL 0 GROUNDCOVER PLANTING 3 ,-------------- N.T.S ® ~T~NTING AT PARKING EDGE RECYCLED WATER CONNECTION NOTE .DI G -~RT PRIOR TO CONNECTION BACK TO RECYCLE.D WATER A THOROUGH INSPECTION OF All OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL BE COMPLETED AND VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDITION PER CMWO STANDARDS ANO REGULATIONS ANO DEHQ REGULATIONS 1-,ED --• RECYCLED WATER COLOR NOTES: -----~\ ........... '·"· DIAL TOLL FREE RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND /RR/GA OOH COMPONENTS SHALL BE PURPLE IN COLOR PER CITY Of CARLSBAD RECYCLED WATER REQUIREMENTS 1, 1-800 -422 -4133 ~ ry AT LEAST 1WO DAYS ' BEFORE YOU DIG 350 Camino De La Reina Suite 510 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA San Diego, CA 92108 619-398-3800 ROOT BARRIER NOTE : ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL WWW.HEO.DESIGN RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. 2023-HA042-003 ©0 PLAN VIEW EQUAL • '-~tlOSCAP;: ~"'<:>~._ "t:8£1(>,~1.p(''i, '3' + 1°99'. ,...,... ~ ,,. , ,, 'o ~ V ~ .. i< Signature * Ren Oole 12/~Jll~S I $'} ote OS/10/2:~ ,.~ -~' < ~ ='{ ©2022 F1mlrotlon Date:!UJ!LW DETAIL LEGEND G) HARDSCAPE (SEE PLAN FOR DETAIL) © EDGING MATERIAL (SEE HARDSCAPE LEGEND) @ SHOVEL CUT © COMPACT SUB GRADE @ MULCH (SEE MATERIALS LEGEND FOR TYPE) fl! REFER TO SPEC. a: FOR PLANTING ~ BED DEPTH DETAIL LEGEND PLANTING PIT SHALL BE TWO TIM S THE DIAMETER OF THE ROOTBALL H1-HA-06 NOTES: 0 PLANTING MIXTURE © TEMP. MOUNDED EARTH SAUCER © PLANTING BED EDGE TREATMENT. REFER TO LANDSCAPE PLAN © FlNISH GRADE © PLACE ROOT BALL ON UNEXCAVATEO SOIL © PREPARE EXISTING SUBGRADE PER SPECIFICATIONS 0 ROOT FLARE © ROOT BALL 1" ABOVE FINISH GRADE 0 MULCH HOLD MULCH AWAY FROM ROOT FLARE @ SHRUB (PER PLANTING PLAN) @ SLOW RELEASE FERTILIZER TABLET (SEE SPECS.) ® ~T~RUB PLANTING A. MULCH UNDER TREES AND SHRUBS AS DIRECTED, AND BLEND INTO EDGES AT GROUNDCOVER AREAS 8. MOISTEN MULCH AFTER INSTALLATION TO ASSIST WITH COMPACTION C. PLACE NO MULCH WITHIN 6" OF THE CROWN OF A PLANT NOTE(S): A. ALL SHRUBS PLANTED IN ROWS OR MASSES SHALL BE MATCHED IN SIZE AND FORM. SET ALL PLANTS AT PROPER DEPTH. 8. STRAIGHTEN ANO ARRANGE ROOTS TO PREVENT KINKING CROWDING, OR CROSSING OF MAIN ROOTS. REMOVE AND GIRDLING ROOTS. REMOVE ALL TAGS AT SUBSTANTIAL COMPLETION. C. REFER TO PLANTING NOTES FOR ADDITIONAL PRODUCT INFO. D. ROOT FLARE SHALL BE AT FINISHED GRADE ELEVATION . E. SCARIFY SIDES AND BOTTOM OF ROOTBALL F. SCARIFY SIDES AND BOTTOM OF PLANTING PIT 0 MULCH 4 --------N.T.S APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT " RCE EXP. DATE 11/14/24 JA City Submittal REVIEWED BY• 04/07/25 JA City Submittal 05/22/25 JA City Submittal INSPECTOR DATE If\ I ~3EOT II CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PARKING ST A LL ADJUSTMENT LOT 75 PLANTING DETAILS I APPROVED: PLANNING Ce&t«~ -, /z.e, /v,-1 OWN BY: JA I Lt~9~~~~0~~'.3 I DRAWING NO. DAlE INlllAl DAlE INlllAl OAlE INlllAL CHKD BY: MH REVISION DESCRIPTION DESIGNER OF WORK OTHER APPROVAl CITY APPROVAL RVWD BY: DE~2Q24-QQ 125 550-SL SHEET 30 OF ...35..SHEETS SECTION 329300 EXTERIOR PLANTS PART 1 GENERAL 1.01SUMMARY A. SECTION INCLUDES: 1. SOIL PREPARATION. 2. PLANTING. 3. STAKING. 4. CLEAN UP. B. RELATED SECTIONS: 1. SECTION 328400-IRRIGATION 2. SECTION 329100-SOIL PREPARATION 3. SECTION 320190 -TREE PROTECTION , PRUNING AND SELECTIVE REMOVAL C. BACKFILL: THE EARTH USED TO REPLACE OR THE ACT OF REPLACING EARTH IN AN EXCAVATION. 0 . DUFF LAYER: THE SURFACE LAYER OF NATIVE TOPSOIL THAT IS COMPOSED OF MOSTLY DECAYED LEAVES, TWIGS, AND DETRITUS. E. FINISH GRADE: ELEVATION OF FINISHED SURFACE OF PLANTING SOIL. F. MANUFACTURED TOPSOIL: SOIL PRODUCED OFF-SITE BY HOMOGENEOUSLY BLENDING MINERAL SOILS OR SAND WITH STABILIZED ORGANIC SOIL AMENDMENTS TO PRODUCE TOPSOIL OR PLANTING SOIL. G. PESTICIDE: A SUBSTANCE OR MIXTURE INTENDED FOR PREVENTING, DESTROYING, REPELLING, OR MITIGATING A PEST. THIS INCLUDES INSECTICIDES, MITICIOES, HERBICIDES, FUNGICIDES, RODENTICIOES, AND MOLLUSCICIOES. IT ALSO INCLUDES SUBSTANCES OR MIXTURES INTENDED FOR USE AS A PLANT REGULATOR, DEFOLIANT, OR DESICCANT. H. PESTS: LIVING ORGANISMS THAT OCCUR WHERE THEY ARE NOT DES IRED, OR THAT CAUSE DAMAGE TO PLANTS, ANIMALS, OR PEOPLE. THESE INCLUDE INSECTS, MITES, GRUBS, MOLLUSKS (SNAILS AND SLUGS), RODENTS (GOPHERS, MOLES, AND MICE), UNWANTED PLANTS (WEEDS), FUNGI, BACTERIA, AND VIRUSES. I. PLANTING SOIL: STANDARDIZED TOPSOIL; EXISTING, NATIVE SURFACE TOPSOIL; EXISTING, IN-PLACE SURFACE SOIL; IMPORTED TOPSOIL; OR MANUFACTURED TOPSOIL THAT IS MODIFIED WITH SOIL AMENDMENTS AND PERHAPS FERTILIZERS TO PRODUCE A SOIL MIXTURE BEST FOR PLANT GROWTH. J. ROOT FLARE: ALSO CALLED "TRUNK FLARE." THE AREA AT THE BASE OF THE PLANT'S STEM OR TRUNK WHERE THE STEM OR TRUNK BROADENS TO FORM ROOTS; THE AREA OF TRANSITION BETWEEN THE ROOT SYSTEM AND THE STEM OR TRUNK. K. SUBGRAOE: SURFACE OR ELEVATION OF SUBSOIL REMAINING AFTER EXCAVATION IS COMPLETE, OR THE TOP SURFACE OF A FILL OR BACKFILL BEFORE PLANTING SOIL IS PLACED. L. SUBSOIL: ALL SOIL BENEATH THE TOPSOIL LAYER OF THE SOIL PROFILE, AND TYPIFIED BY THE LACK OF ORGANIC MATTER AND SOIL ORGANISMS. M. SURFACE SOIL: SOIL THAT IS PRESENT AT THE TOP LAYER OF THE EXISTING SOIL PROFILE AT THE PROJECT SITE. IN UNDISTURBED AREAS, THE SURFACE SOIL IS TYPICALLY TOPSOIL; BUT IN DISTURBED AREAS SUCH AS URBAN ENVIRONMENTS, THE SURFACE SOIL CAN BE SUBSOIL. 1.02 ACTION SUBMITTALS A. PRODUCT DATA: PRIOR TO INSTALLATION SUBMIT FOR REVIEW AND APPROVAL SPECIFICATIONS ANO PRODUCT INFORMATION ON ITEMS BEING USED ON PROJECT. SUBMIT BOUND WITH LIST OF ITEMS AS COVER SHEET. CONFORM TO SECTION 01300. FOR EACH TYPE OF PRODUCT INDICATED, INCLUDING SOILS. 1. PLANT MATERIALS: INCLUDE QUANTITIES, SIZES, QUALITY, AND SOURCES FOR PLANT MATERIALS. 2. PESTICIDE AND HERBICIDES: INCLUDE PRODUCT LABEL AND MANUFACTURER'S APPLICATION INSTRUCTIONS SPECIFIC TO THE PROJECT. 3. PLANT PHOTOGRAPHS: INCLUDE COLOR PHOTOGRAPHS IN DIGITAL FORMAT OF EACH REQUIRED SPECIES AND SIZE OF PLANT MATERIAL AS IT WILL BE FURNISHED TO THE PROJECT. TAKE PHOTOGRAPHS FROM AN ANGLE DEPICTING TRUE SIZE AND CONDITION OF THE TYPICAL PLANT TO BE FURNISHED. INCLUDE A PERSON AND A SCALE ROD OR OTHER MEASURING DEVICE IN EACH PHOTOGRAPH. FOR SPECIES WHERE MORE THAN 20 PLANTS ARE REQUIRED, INCLUDE A MINIMUM OF THREE PHOTOGRAPHS SHOWING THE AVERAGE PLANT, THE BEST QUALITY PLANT, AND THE WORST QUALITY PLANT TO BE FURNISHED. IDENTIFY EACH PHOTOGRAPH WITH THE FULL SCIENTIFIC NAME OF THE PLANT, PLANT SIZE, AND NAME OF THE GROWING NURSERY B. SAMPLES OF MINERAL ANO/ OR ORGANIC MULCH. 1.03 INFORMATIONAL SUBMITTALS A. PRODUCT CERTIFICATES. B. MATERIAL TEST REPORTS. C. MAINTENANCE INSTRUCTIONS: RECOMMENDED PROCEDURES TO BE ESTABLISHED BY OWNER FOR MAINTENANCE OF PLANTS DURING A CALENDAR YEAR. 1.04 OBSERVATION SCHEDULE A. NOTIFY LANDSCAPE ARCH ITECT AND OWNER'S REPRESENTATIVE IN ADVANCE FOR THE FOLLOWING INSPECTIONS, ACCORDING TO THE TIME SPECIFIED: 1. PRE-JOB CONFERENCE -7 DAYS 2. FINAL GRADE REVIEW -48 HOURS 3. PLANT MATERIAL REVIEW-48 HOURS 4, PLANT LAYOUT REVIEW -48 HOURS 5. SOIL PREPARATION ANO PLANTING OPERATIONS REVIEW-48 HOURS 6. PRE-MAINTENANCE -7 DAYS 7, FINAL INSPECTION -7 DAYS RECYCLED WATE R CONNECTION NOTE B. NO SITE VISITS SHALL COMMENCE WITHOUT ALL ITEMS NOTED IN PREVIOUS OBSERVATION REPORTS EITHER COMPLETED OR REMEDIED UNLESS SUCH COMPLIANCE HAS BEEN WAIVED BY THE ARCHITECT. 1.05 QUALITY ASSURANCE A. SOIL ANALYSIS: FOR EACH UN-AMENDED SOIL TYPE, FURNISH SOIL ANALYSIS ANO A WRITTEN REPORT BY A QUALIFIED SOIL-TESTING LABORATORY. B. REFER TO THE REQUIREMENTS OF SECTION 329100-SOIL PREPARATION. C. PROVIDE QUALITY, SIZE, GENUS, SPECIES. ANO VARIETY OF PLANTS INDICATED, COMPLYING WITH APPLICABLE REQUIREMENTS IN ANSI 260.1. 0. SOURCE QUALITY: 1. AT LEAST 60 DAYS PRIOR TO PLANTING SUBMIT DOCUMENTATION THAT ALL PLANT MATERIALS ARE AVAILABLE. MATERIALS ARE SUBJECT TO INSPECTION AFTER CONFIRMATION OF ORDERING. 2. MATERIALS ARE SUBJECT TO INSPECTION AT PLACE OF GROWTH ANO UPON DELIVERY FOR CONFORMITY TO SPECIFICATIONS. INSPECTION, APPROVAL AND REJECTION CAN ALSO TAKE PLACE AT OTHER TIMES DURING PROGRESS OF WORK. 3. REQUEST, IN WRITING, INSPECTION OF PLANT MATERIALS AT PLACE OF GROWTH. IDENTIFY PLACE OF GROWTH AND QUANTITY OF PLANTS TO BE INSPECTED. 4. AS DESCRIBED IN THE PLANTING NOTES FOR TREE TAGGING, THE ARCHITECT MAY OPT TO EITHER VISIT THE TREE NURSERY OR REVIEW PHOTOGRAPHS SUBMITTED BY THE CONTRACTOR. IN EITHER CASE, VISIT THE NURSERY AND SELECT TREES CONFORMING TO SPECIFICATIONS PRIOR TO REVIEW BY THE ARCHITECT. 1.06 DELIVERY, STORAGE, AND HANDLING A. DO NOT PRUNE TREES AND SHRUBS BEFORE DELIVERY. PROTECT BARK, BRANCHES, AND ROOT SYSTEMS FROM SUN SCALD, DRYING, WIND BURN, SWEATING, WHIPPING, AND OTHER HANDLING ANO TYING DAMAGE . DO NOT BEND OR BIND-TIE TREES OR SHRUBS IN SUCH A MANNER AS TO DESTROY THEIR NATURAL SHAPE. PROVIDE PROTECTIVE COVERING OF PLANTS DURING SHIPPING AND DELIVERY. DO NOT DROP PLANTS DURING DELIVERY AND HANDLING. B. HANDLE PLANTING STOCK BY ROOT BALL. C. DELIVER PLANTS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED, AND INSTALL IMMEDIATELY. IF PLANTING IS DELAYED MORE THAN SIX HOURS AFTER DELIVERY, SET PLANTS ANO TREES IN THEIR APPROPRIATE ASPECT (SUN, FILTERED SUN, OR SHADE), PROTECT FROM WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS MOIST. 0. DELIVER FERTILIZER TO SITE IN ORIGINAL UNOPENED CONTAINERS BEARING MANUFACTURER'S GUARANTEED CHEMICAL ANALYSIS, NAME, TRADE MARK, AND CONFORMANCE TO STATE LAW. E. PROVIDE COPIES OF RECEIPTS FOR ALL AMENDMENTS SPECIFIED IN THESE SPECIFICATIONS OR IN THE AGRONOMIC SOILS REPORT. F. DELIVER PLANTS WITH LEGIBLE IDENTIFICATION LABELS. LABEL TREES, EVERGREENS, BUNDLES OF CONTAINERS OF LIKE SHRUBS ANO GROUNDCOVER PLANTS. STATE CORRECT PLANT NAME AND SIZE INDICATED ON PLANT LIST. USE DURABLE WATERPROOF LABELS WITH WATER-RESISTANT INK WHICH WILL REMAIN LEGIBLE FOR AT LEAST 60 DAYS. G. PROTECT PLANT MATERIAL DURING DELIVERY TO PREVENT DAMAGE TO ROOT BALL OR DESICCATION OF LEAVES. H. NOTIFY LANDSCAPE ARCHITECT 7 DAYS IN ADVANCE OF DELIVERY OF PLANT MATER IALS AND SUBMIT ITEMIZATION OF PLANTS IN EACH DELIVERY. I. STORE PLANTS IN SHADE AND PROTECT FROM WEATHER. J. MAINTAIN AND PROTECT PLANT MATERIAL IN A HEALTHY, VIGOROUS CONDITION. K. EXERCISE CARE IN HANDLING, LOADING, UNLOADING AND STORING OF PLANT MATERIALS. REPLACE DAMAGED MATERIALS. 1.07 WARRANTY A. PROVIDE A ONE-YEAR WARRANTY FOR ALL PLANT MATERIAL BEGINNING ON THE DATE OF FINAL ACCEPTANCE OF THE PLANTING INSTALLATION. A FINAL INSPECTION WILL BE CONDUCTED WITH THE LANDSCAPE ARCH ITECT/ OWNER'S REPRESENTATIVE AT THE END OF THE ONE-YEAR WARRANTY PERIOD. ALL DEAD OR DYING PLANT MATERIALS WILL BE REPLACED AT THAT TIME, TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT/ OWNER'S REPRESENTATIVE. 1. WARRANTY PERIOD BEGINS FROM DATE OF FINAL ACCEPTANCE: 1.08 MAINTENANCE SERVICE A. INITIAL MAINTENANCE SERVICE: PROVIDE MAINTENANCE BY SKILLED EMPLOYEES OF LANDSCAPE INSTALLER. MAINTAIN AS REQUIRED IN PART 3. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTS ARE INSTALLED AND CONTINUE UNTIL PLANTINGS ARE ACCEPTABLY HEAL THY AND WELL ESTABLISHED BUT FOR NOT LESS THAN MAINTENANCE PERIOD BELOW. B. CONTINUOUSLY MAINTAIN ALL SITE AREAS INVOLVED IN THIS CONTRACT DURING THE PROGRESS OF WORK AND DURING THE MAINTENANCE PERIOD UNTIL FINAL ACCEPTANCE OF THE WORK BY SCHOOL DISTRICT. IMPROPER MAINTENANCE OR POSSIBLE POOR CONDITION OF THE PROJECT AT TH E TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD MAY CAUSE POSTPONEMENT OF THE FINAL COMPLETION DATE OF THE CONTRACT. CONTINUE MAINTENANCE UNTIL ACCEPTABLE TO THE OWNER. C. PROVIDE SUFFICIENT NUMBERS OF WORKERS AND ADEQUATE EQUIPMENT TO PERFORM WORK DURING MAINTENANCE PERIOD. 0 . KEEP PAVED AREAS FREE OF SILT, DIRT, LEAVES ANO OTHER PLANTING AREA DEBRIS. MAINTAIN THESE AREAS AT LEAST BROOM CLEAN THROUGH THE DURATION OF THE MAINTENANCE PERIOD CLEAN ING NO LESS OFTEN THAN ONCE PER WEEK ' E. REPLACEMENT: REPLACE MATERIALS FOUND TO BE DEAD, MISSING OR IN POOR CONDITION DURING THE MAINTENANCE PERIOD IMMEDIATELY. THE LANDSCAPE ARCHITECT IS THE SOLE JUDGE OF THE ACCEPTABILITY OF CONDITION. MAKE REPLACEMENTS OF MATERIALS WITHIN 15 DAYS AFTER CONDITION DEVELOPS OR WRITTEN NOTIFICATION FROM LANDSCAPE ARCHITECT HAS BEEN SENT. PART 2 PRODUCTS 2.01 PLANT MATERIAL A. GENERAL: FURNISH NURSERY-GROWN PLANTS TRUE TO GENUS, SPECIES, VARIETY, CULTIVAR, STEM FORM, SHEARING, AND OTHER FEATURES INDICATED IN PLANT LEGEND SHOWN ON DRAWINGS ANO COMPLYING WITH ANSI 260.1 . PROVIDE PLANT MATERIALS IN PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF ALL OTttER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL .DIG ·~RT BE COMPLETED ANO VERIFIEO TttATTHEY ARE IN ADEQUATE WORKING CONDITION PER CMWO STANDARDS ANO REGULATIONS ANO DEHQ REGULATIONS -----· .... -.. ----.. -----RECYCLED WATER COLOR NOTES: T.W. 0IAL TOLL FREE RECYCLED WATER SYSTEM ALL PIPE, SLEEVES ANO IRRIGATION COMPONENTS SHALL BE PURPLE IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS • 1 -800 -422 -4133 ~ AT LEAST TWO DAYS BEFORE YOU DIG - UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ROOT BARR I ER N OTE: ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER NO ROOT BARRIER ACCORDANCE WITH THE STATE DEPARTMENT OF AGRICULTURE'S REGULATION FOR NURSERY INSPECTIONS, RULES AND RATINGS. PROVIDE PLANTS WITH A NORMAL HABIT OF GROWTH, SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECT INFESTATIONS, PLANT DISEASES, SUNSCALDS, AND OTHER DISFIGUREMENTS. ENSURE TREE TRUNKS ARE STURDY ANO HAVE WELL-HARDENED SYSTEMS AND VIGOROUS AND FIBROUS ROOT SYSTEMS WH ICH ARE NOT ROOT OR POT-BOUND. IN THE EVENT OF DISAGREEMENT AS TO CONDITI ON OF ROOT SYSTEM, THE ROOT CONDITIONS OF THE FURNISHED PLANTS IN CONTAINERS WILL BE DETERMINED BY REMOVAL OF EARTH FROM THE ROOTS OF NOT LESS THAN TWO PLANTS, OR MORE THAN 2 PERCENT OF THE TOTAL NUMBER OF PLANTS OF EACH SPECIES OR VARIETY. WHERE CONTAINER GROWN PLANTS ARE FROM SEVERAL SOURCES, ROOTS OF NOT LESS THAN TWO PLANTS OF EACH SPECIES OR VARIETY FROM EACH SOURCE WILL BE INSPECTED. IN THE EVENT THAT THE SAMPLE PLANTS INSPECTED ARE FOUND TO BE DEFECTIVE, THE ENTIRE LOT OR LOTS OF PLANTS REPRESENTED BY THE DEFECTIVE SAMPLES MAY BE REJECTED. PLANTS RENDERED UNSUITABLE FOR PLANTING DUE TO THIS INSPECTION WILL BE CONSIDERED SAMPLES AND WILL BE PROVIDED AT NO COST TO THE OWNER. B. SIZE OF PLANTS WILL COMPLY WITH ANSIZ60.1 ANO CORRESPOND WITH THAT NORMALLY EXPECTED FOR SPECIES AND VARIETY OF COMMERCIALLY AVAILABLE NURSERY STOCK OR AS SPECIFIED ON DRAWINGS. THE MINIMUM ACCEPTABLE SIZE OF PLANTS MEASURED BEFORE PRUNING WITH THE BRANCHES IN NORMAL POSITION, MUST CONFORM TO THE MEASUREMENTS SPECIFIED IN THE PLANT LIST. IF APPROVED BY THE OWNER, LARGER SIZED PLANTS MAY BE USED. IF LARGER PLANTS ARE APPROVED FOR USE, THE BALL OF EARTH OR SPREAD OF ROOTS FOR EACH PLANT WILL BE INCREASED PROPORTIONATELY. C. PLANTS NOT MEETI NG REQUIREMENTS OF THESE SPECIFICATIONS ARE CONSIDERED TO BE DEFECTIVE WHETHER IN PLACE OR NOT. THEY MUST BE IMMEDIATELY REMOVED AND REPLACED WITH NEW ACCEPTABLE ANO APPROVED PLANTS OF THE REQUIRED SIZE, SPECIES AND VARIETY. D. PRUNING: DO NOT PRUNE, TRIM, TOP OR ALTER THE SHAPE OF TREES OR PLANTS EXCEPT AS APPROVED. E. PROVIDE PLANT MATERIAL TRUE TO BOTANICAL AND COMMON NAME AND VARIETY AS SPECIFIED IN ANNOTATED CHECKLIST OF WOODY ORNAMENTAL PLANTS IN CALIFORNIA, OREGON AND WASHINGTON, PUBLISHED BY UN IVERSITY OF CALIFORNIA SCHOOL OF AGRICULTURE (LATEST EDITION). F. NURSERY GROWN AND COLLECTED STOCK: GROW UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN LOCALITY OF PROJECT; CONTAINER-GROWN STOCK IN VIGOROUS, HEAL THY CONDITION , NOT ROOT-BOUND OR WITH ROOT SYSTEM HARDENED OFF. USE ONLY LINER STOCK PLANT MATERIAL WHICH IS WELL ESTABLISHED IN REMOVABLE CONTAINERS OR FORMED HOMOGENOUS SOIL SECTIONS. G. SELECT TREES WHICH ARE AESTHETICALLY DESIRABLE AND ARE GOOD EXAMPLES OF THE SPECIES. TREES WITH GASHES, MISSHAPEN TRUNKS OR BRANCHES, TOPPED LEADERS, STRUCTURAL DEFECTS, BAOL Y CROSSED BRANCHES, OR OTHER VISUAL DEFECTS WILL NOT BE ACCEPTED. IF FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF PLANTS IS SHOWN ON DRAWINGS, SELECT STOCK FOR UNIFORM HEIGHT AND SPREAD TO ASSURE SYMMETRY IN PLANTING. H. SEED: LABEL SEED AND PROVIDE IN SEALED CONTAINERS WITH SIGNED COPIES FROM VENDOR CERTIFYING THAT EACH CONTAINER IS FULLY LABELED IN COMPLIANCE WITH STATE AGRICULTURAL CODE AND IS IN COMPLIANCE WITH MINIMUM REQUIREMENTS OF THESE SPECIFICATIONS. WET, MOLDY OR DAMAGED SEED WILL NOT BE PERMITTED. PROVIDE SEED MIX PER PLAN. 2.02 INORGANIC SOIL AMENDMENTS A. THE FOLLOWING SOIL AMENDMENTS ARE TO BE USED FOR BID PURPOSES ONLY. SPECIFIC AMENDMENTS AND FERTILIZER WILL BE SELECTED AND SPECIFIED AFTER ROUGH GRADING OPERATIONS ARE COMPLETE AND CONTRACTOR HAS HAD SOIL SAMPLES TESTED. B. SOIL SULFUR: AGRICULTURAL GRAD SULFUR CONTAIN ING MINIMUM OF 99 PERCENT SU LFUR EXPRESSED AS ELEMENTAL. C. IRON SULFATE: 20 PERCENT IRON EXPRESSED AS METALLIC IRON, DERIVED FROM FERRIC AND FERROUS SULFATE, 10 PERCENT SULFUR EXPRESSED AS ELEMENTAL. D. AGRICULTURAL GYPSUM: MINIMUM 98 PERCENT CALCIUM SULFATE, CALCIUM CARBONATE: 95 PERCENT LIME AS DERIVED FROM OYSTER SHELLS. 2.03 ORGANIC SOIL AMENDMENTS A. THE FOLLOWING SOIL AMENDMENTS ARE TO BE USED FOR BID PURPOSES ONLY. SPECIFIC AMENDMENTS AND FERTILIZER WILL BE SELECTED AND SPECIFIED AFTER ROUGH GRADING OPERATIONS ARE COMPLETE AND CONTRACTOR HAS HAD SOIL SAMPLES TESTED. 8. NITROGEN STABILIZED: 0.56 TO 0.84 PERCENT N BASED ON DRY WEIGHT FOR WOOD RESIDUAL OR RICE HULLS. C. PARTICLE SIZE: 95 TO 100 PERCENT PASSING 6.35 MM STANDARD SIEVE; 80 TO 100 PERCENT PASSING 2.33 MM STANDARD SIEVE. D. SALINITY: ENSURE THAT SATURATION EXTRACT CONDUCTIVITY DOES NOT EXCEED 3.5 MILLIMOHS PER CENTIMETER AT 25 DEGREES C. AS DETERMINED BY SATURATION EXTRACT METHOD. E. IRON CONTENT: MINIMUM 0.08 PERCENT DILUTE ACID SOLUBLE FE ON DRY WEIGHT BASIS. F. ASH: 0 TO 6 PERCENT DRY WEIGHT. 2.04 FERTILIZERS A. THE FOLLOWING SOIL AMENDMENTS ARE TO BE USED FOR BID PURPOSES ONLY. SPECIFIC AMENDMENTS AND FERTILIZER WILL BE SELECTED AND SPECIFIED AFTER ROUGH GRADING OPERATIONS ARE COMPLETE AND CONTRACTOR HAS HAD SOIL SAMPLES TESTED. B. PLANTING FERTILIZER: GRANULAR OR PELLETED FERTILIZER CONSISTING OF THE FOLLOWING PERCENTS BY WEIGHT AND MIXED BY COMMERCIAL FERTILIZER SUPPLIER: 1. COMPOSITION: 6 PERCENT NITROGEN, 20 PERCENT PHOSPHOROUS, AND 20 PERCENT POTASH, BY WEIGHT. C. PLANTING TABLETS: PROVIDE SLOW-RELEASE TYPE WITH POTENTIAL ACIDITY OF NOT MORE THAN 5 PERCENT BY WEIGHT CONTAINING THE FOLLOWING PERCENT BY WEIGHT OF NUTRIENTS LISTED: 1. SIZE: 21 GRAM TABLETS MANUFACTURED BY AGRIFORM, OR APPROVED EQUAL. 2. NUTRIENT COMPOSITION: 20 PERCENT NITROGEN, 10 PERCENT PHOSPHORIC ACID, AND 5 PERCENT POTASH, 2.6-COMBINED CALCIUM, 1.6 COMBINED SULFUR, 0.35-IRON ELEMENTAL FROM FERROUS SULFATE, BY WEIGHT PLUS MICRONUTRIENTS. 0 . HYOROSEEOING FERTILIZER: PROVIDE AMMONIUM PHOSPHATE WHICH CONSISTS OF THE FOLLOWING PERCENT BY WEIGHT AND MIXED BY A COMMERCIAL FERTILIZER SUPPLIER: 16-NITROGEN, 20-PHOSPHORIC ACID, 0-POTASH. 1-,ED '-"NOSCAPe .,,._<>~'/. >'£B£1i'~s.~<',s, t!' ~ <&.,. ... ,... !:' ,~. , 1' 350 Camino De La Reina ~ , ~ ~ Suite 510 ,.. S.gnotvre * San Diego, CA 92108 Ren Oote 12/31/Z'S J 619-398-3800 .s'. ote os/1012~/4 ~~l ~' C Cf:" CA\..\( VW\/\N.HED.DESIGN DATE INl11AL SHALL ENCIRCLE THE ROOT BALL 2023-HA042-003 ©2022 F'wnlratlon Date:!ZlI! t2.'i DESIGNER OF WORK E. SULFATE OF POTASH: 0-0-50. F. SINGLE SUPER-PHOSPHATE: COMMERCIAL PRODUCT CONTAINING 18 TO 20 PERCENT AVAILABLE PHOSPHORIC PENTOXIDE, OR OTHER APPROVED. G. UREA FORMALDEHYDE: 38-0-0. 2.05 PLANTING SOILS A. REFER TO THE REQUIREMENTS OF SECTION 329100-SOIL PREPARATION. 2.06 MULCHES A. ORGANIC MULCH: PROVIDE MEDIUM GRIND BARK, CONSISTING OF ORGANIC, FIBROUS, WOODY BARK MIXTURE OF VARIED PARTICLE SIZE SUCH THAT 90 TO 100 PERCENT PASSES 1 INCH SIEVE, 80 TO 100 PERCENT PASSES 1/2 INCH SIEVE, AND 20 TO 60 PERCENT PASSES 1/4 INCH SIEVE, OR APPROVED EQUAL. MULCH SHALL BE FREE OF CONTAMINANTS AND WEED SEED AND SHALL HAVE A PLEASANT MUSTY OR MOLDY SOIL-LIKE ODOR. PUTRID, AMMONIA AND SOUR-SMELLING MATERIALS WILL BE DEEMED UNACCEPTABLE. RECYCLED CONSTRUCTION MATERIALS WILL NOT BE PERMITTED. MULCH SHALL BE FOREST FINES BY AGRISERVICE. 2.07 MISCELLANEOUS PRODUCTS A. SAND: PROVIDE WASHED SILICA SAND. B. WATER: PROVIDE CLEAN, POTABLE WATER. C. ROOT BARRIER: PROVIDE UB24-2 BY DEEP ROOT CORPORATION, (800) 458-7668. INSTALL AT ALL TREES WITHIN 5 FEET OF CONCRETE PAVING, CURBS OR MOW STRIPS OR AS SHOWN ON PLANS. INSTALL WITHIN 5 FEET OF CONCRETE PAVING, CURBS OR MOW STRIPS OR AS SHOWN ON PLANS. INSTALL BARRIER WITH VERTICAL RIBS FACING TOWARD THE TREE AND WITH THE TOP EDGE ½ INCH ABOVE FINISH GRADE. PROVIDE LINEAR ROOT BARRIER ADJACENT TO PAVING OR CURBING; ROOT BARRIER SHALL NOT CIRCLE THE ROOTBALL. 2.08 QUALITY CONTROL A. PROVIDE STANDARD, APPROVED AND FIRST-GRADE QUALITY MATERIALS, IN PRIME CONDITION WHEN INSTALLED AND ACCEPTED. DELIVER COMMERCIALLY PROCESSED ANO PACKAGED MATERIALS IN MANUFACTURER'S UNOPENED CONTAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. SUPPLY A SAMPLE OF ALL SUPPLIED MATERIALS ACCOMPAN IED BY ANALYTICAL DATA FROM AN APPROVED LABORATORY SOURCE ILLUSTRATING COMPLIANCE, OR BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. PART 3 EXECUTION 3.01 EXAMINATION A. OBTAIN CERTIFICATION THAT FINAL GRADES TO 1/10 FOOT HAVE BEEN ESTABLISHED PRIOR TO COMMENCING LANDSCAPING OPERATIONS. PROVIDE FOR INCLUSION OF ALL AMENDMENTS, SETTLING, ETC. BE RESPONSIBLE FOR SHAPING ALL PLANTING AREAS AS INDICATED ON DRAWINGS OR AS REQUIRED. B. INSPECT TREES, SHRUBS AND LINER STOCK PLANT MATERIAL FOR INJURY, INSECT INFESTATION ANO TREES AND SHRUBS FOR IMPROPER PRUNING. C. DO NOT BEGIN PLANTING OF TREES UNTIL DEFICIENCIES ARE CORRECTED OR PLANTS REPLACED. 3.02 PLANTING AREA ESTABLISHMENT A. SOIL PREPARATION: AFTER PROPER FINISH GRADES HAVE BEEN VERIFIED OR ESTABLISHED, CROSS-RIP ALL PLANTING AREAS TO A DEPTH OF 12 INCHES, CONDITION AND FERTILIZE SOIL IN ACCORDANCE WITH RECOMMENDATIONS OF SOIL TESTING LABORATORY AND AS APPROVED BY OWNER. THE FOLLOWING IS FOR BID PURPOSES ONLY. UNIFORMLY SPREAD AND CULTIVATE AMENDMENTS THOROUGHLY BY MEANS OF MECHANICAL TILLER INTO TOP 6 INCHES OF SOIL. APPLICATION RATES PER 1,000 SQUARE FEET: 1. NITROGEN STABILIZED ORGANIC AMENDMENT: 4 CUBIC YARDS 2. 16-16-16 COMMERCIAL FERTILIZER: 15 LBS. 3. AGRICULTURAL GYPSUM: 100 LBS. 4. SOIL SULFUR: 20 LBS. B. AT TIME OF PLANTING, ENSURE THAT TOP 2 INCHES OF ALL AREAS TO BE PLANTED OR SEEDED ARE FREE OF STONES, STUMPS AND OTHER DELETERIOUS MATTER 1 INCH IN DIAMETER OR LARGER, AND FREE FROM WIRE, PLASTER, CONCRETE, WOOD AND SIMILAR MATERIALS WHICH WOULD CAUSE HINDRANCE TO PLANTING OR MAINTENANCE. C. FINISH GRADING: MAKE MINOR MODIFICATIONS TO GRADE AS MAY BE NECESSARY TO ESTABLISH REQUIRED FINAL GRADE. ENSURE THAT FINISH GRADE PROVIDES PROPER DRAINAGE OF THE SITE AND SURFACE DRAINAGE IS AWAY FROM BUILDING. FINAL GRADES ARE TO BE 1-INCH BELOW ADJACENT PAVED AREAS, SIDEWALKS, VALVE BOXES, HEADERS, CLEAN-OUTS, DRAINS, MANHOLES, ETC., OR AS SHOWN ON DRAWINGS OR REQUIRED BY CITY. ELIMINATE EROSION SCARS PRIOR TO COMMENCING MAINTENANCE PERIOD. D. PRE-PLANT WEED CONTROL: 1. AFTER IRRIGATION SYSTEM IS OPERATIONAL, USE A NON-SELECTIVE SYSTEMIC CONTACT HERBICIDE AS RECOMMENDED AND APPLIED BY AN APPROVED LICENSED LANDSCAPE PEST CONTROL ADVISOR AND APPLICATOR. LEAVE SPRAYED PLANTS INTACT FOR AT LEAST 15 DAYS. 2. CLEAR AND REMOVE THESE EXISTING WEEDS BY MOWING OR GRUBBING OFF ALL PLANT PARTS AT LEAST 2 INCHES BELOW SURFACE OF SOIL OVER ENTIRE AREAS TO BE PLANTED. 3. AFTER IRRIGATION SYSTEM IS OPERATIONAL, APPLY WATER FOR 10 DAYS AS NEEDED TO ACHIEVE WEED GERMINATION. APPLY CONTACT HERBICIDES AND WAIT AS NEEDED BEFORE PLANTING. REPEAT AS REQUIRED. 4. MAINTAIN WEED FREE SITE UNTIL ACCEPTANCE BY OWNER. APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUILT " RCE EXP. DATE 11/14/24 JA City Submittal REV IE'JED BY• 04/07/25 JA City Submittal 05/22/25 JA City Submittal INSPECTOR DATE /(\ I SH31T 11 CIT Y OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PARKING STA LL ADJ USTMENT LOT 75 PLANTING DETAILS I APPROVED: ~ ~ '1 {-z,tj /try PLANNING D\\tol BY: JA I L~~~~9lo~~~ I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: MH REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: DEV2Q2~-QQj 25 550-SL I I SHEET 31 OF ..3i..SHEETS 3.03 PLANTING INSTALLATION A GENERAL: 1. IT IS THE INTENT THAT THE IRRIGATION SYSTEM SHALL BE OPERATIONAL AND APPROVED PRIOR TO PLANTING. IF THE IRRIGATION SYSTEM IS NOT OPERATIONAL AT THE TIME OF PLANTING. THE CONTRACTOR SHALL INCLUDE ANY ADDITIONAL/ SUPPLEMENTAL WATERING IN THEIR BASE BID PRICE. 2. PERFORM ACTUAL PLANTING ONLY DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH LOCALLY ACCEPTED PRACTICE, AS APPROVED. 3. DISTRIBUTE IN PLANTING AREAS ONLY AS MANY PLANTS AS CAN BE PLANTED AND WATERED THAT SAME DAY. 4. ENSURE THAT CONTAINERS WHICH ARE OPENED AND PLANTS REMOVED ARE HANDLED WITH CARE SUCH THAT BALL OF EARTH SURROUNDING ROOTS IS NOT BROKEN AND THAT PLANTS ARE PLANTED AND WATERED IMMEDIATELY. DO NOT OPEN CONTAINERS PRIOR TO PLACING PLANTS IN PLANTING AREAS. B. LAYOUT: MARK LOCATIONS FOR PLANTS AND OUTLINES OF AREAS TO BE PLANTED BEFORE ANY PLANT PITS ARE DUG. GAIN LANDSCAPE ARCHITECT'S APPROVAL. IF UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, OTHER LOCATIONS FOR PLANTING MAY BE SELECTED BY OWNER. ACCOMPLISH LAYOUT WITH FLAGGED GRADE STAKES INDICATING PLANT NAMES AND SPECIFIED CONTAINER SIZE ON EACH STAKE. CONFIRM LOCATION AND DEPTH OF UNDERGROUND UTILITIES AND OBSTRUCTIONS. 3.04 GROUNDCOVER AND OTHER SMALL CONTAINER PLANTING AND TRANSPLANTING A SET OUT AND SPACE GROUND COVER AND PLANTS FROM FLATS OR CONTAINERS SMALLER THAN 1-GALLON AS INDICATED ON PLANTING PLAN IN EVEN ROWS WITH TRIANGULAR SPACING. B. ENSURE THAT GROUNDCOVER REMAINS IN THE FLATS UNTIL TRANSPLANTING. FLATS' SOIL MUST CONTAIN SUFFICIENT MOISTURE SO IT WILL NOT FALL APART WHEN LIFTING PLANTS. C. USE PLANTING SOIL FOR BACKFILL. PLANT EACH ROOTED PLANT WITH ITS PROPORTIONATE AMOUNT OF FLAT SOIL. D. DIG HOLES LARGE ENOUGH TO ALLOW SPREADING OF ROOTS. E. WORK SOIL AROUND ROOTS TO ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUCER INDENTATION AROUND PLANTS TO HOLD WATER. F. WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO COVER PLANT CROWNS WITH WET SOIL. G. PROTECT PLANTS FOR DAMAGE AND TRAMPLING. 3.05 PLANTING AREA MULCHING A MULCH BACKFILLED SURFACES OF PLANTING AREAS WITH SPECIFIED AGGREGATES. 3.06 CLEAN-UP A AFTER ALL PLANTING OPERATIONS ARE COMPLETE ; REMOVE ALL TRASH, EXCESS SOIL, EMPTY PLANT CONTAINERS, AND RUBBISH FROM THE PROPERTY. REPAIR SCARS, RUTS AND OTHER MARKS IN THE GROUND AND LEAVE GROUND IN A NEAT AND ORDERLY CONDITION. B. LEAVE THE SITE IN A BROOM-CLEAN CONDITION AND WASH DOWN ALL PAVED AREAS WITHIN THE PROJECT SITE. LEAVE WALKS IN A CLEAN AND SAFE CONDITION. 3.07 LANDSCAPE MAINTENANCE PRIOR TO FINAL ACCEPTANCE A WEED AND CULTIVATE ALL AREAS AT INTERVALS OF NOT MORE THAN 10 DAYS. B. PERFORM WATERING, MOWING, ROLLING, EDGING, TRIMMING, FERTILIZATION, SPRAYING, PEST CONTROL, AND CLEANING AS MAY BE REQUIRED. C. STREET GUTTERS AND CURBS ARE TO BE INCLUDED. D. MAINTAIN ADEQUATE PROTECTION FOR PEOPLE AND PROPERTY, AND BE FINANCIALLY RESPONSIBLE FOR DAMAGES AND INJURIES. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD DAMAGE OCCUR AS A RESULT OF MAINTE NANCE OPERATIONS AND PROVIDE REPAIR OR REMUNERATION . 3.08 TREE AND SHRUB CARE PRIOR TO FINAL ACCEPTANCE A WATERING: MAINTAIN A LARGE ENOUGH WATER BASIN AROUND PLANTS SO THAT ENOUGH WATER CAN BE APPLIED TO ESTABLISH MOISTURE THROUGH THE MAJOR ROOT ZONE. WHEN HAND WATERING, USE A WATER WAND TO BREAK FORCE OF WATER. B. PRUNING: 1. PRIOR TO ANY PRUNING, OBTAIN WRITTEN APPROVAL FROM THE ARCHITECT TO PROCEED. 2. TREES: a. PROPOSE TREE PRUNING TO THE ARCHITECT SHOULD THERE BE HEAL TH OR STRUCTURAL REASONS FOR DOING SO, INCLUDING THE NEED TO ELIMINATE DISEASED OR DAMAGED GROWTH, ELIMINATE STRUCTURALLY UNSOUND GROWTH, REDUCE POTENTIAL FOR WIND TOPPLI NG OR WIND DAMAGE, OR MAINTAIN GROWTH WITHIN LIMITED SPACE. b. TREE PRUNING THAT IS REQUIRED DURING THE MAINTENANCE PERIOD FOR TREE HEAL TH OR STRUCTURAL REASONS, OR AS DIRECTED BY THE CITY, SHALL BE PERFORMED IN ACCORDANCE WITH ANSI A-300 ISA STANDARDS. C. MAJOR PRUNING OF DECIDUOUS TREES SHALL BE DURING THEIR DORMANT SEASON. 3. SHRUBS: a. THE OBJECTIVES OF SHRUB PRUNING ARE THE SAME AS FOR TREES. DO NOT CLIP SHRUBS INTO BALLED OR BOXED FORMS UNLESS SUCH IS REQUIRED BY THE DESIGN. b. MAKE PRUNING CUTS TO LATERAL BRANCHES OR BUDS OR FLUSH WITH TRUNK. STUBBING WILL NOT BE PERMITTED. RECYCLED WATER CONNECTION NOTE C. STAKI NG AND GUYING: ENSURE THAT STAKES AND GUYS REMAIN IN PLACE THROUGH ACCEPTANCE AND MONITOR TO PREVENT GIRDLING OF TRUNKS OR BRANCHES AND TO PREVENT RUBBING THAT CAUSES BARK WOUNDS. All NURSERY STAKES SHALL BE REMOVED. D. WEED CONTROL: KEEP ALL AREAS FREE OF WEEDS. USE RECOMMENDED LEGALLY APPROVED HERBICIDES. AVOID FREQUENT SOIL CULTIVATION THAT DESTROYS SHALLOW ROOTS. USE MULCHES PER SPECIFICATIONS TO HELP PREVENT WEED SEED GERMINATION. E. INSECT AND DISEASE CONTROL: MAINTAIN A REASONABLE CONTROL WITH APPROVE MATERIALS. F. FERTILIZE AS SPECIFIED BY THE AGRONOMIC SOILS TESTING RECOMMENDATIONS AND AS FOLLOWS FOR BID PURPOSES: 1. COMMENCEMENT OF MAINTENANCE PERIOD -6 POUNDS PER 1,000 SQUARE FE ET WITH TOP DRESS FERTILIZER. 2. AT THE END OF FIRST 30 DAYS OF MAINTENANCE PERIOD -6 POUNDS PER 1,000 SQUARE FEET WITH TOP DRESS FERTILIZER. 3. AT END OF MAINTENANCE PERIOD AND AT 30 DAY INTERVALS SHOU LD MAINTENANCE PERIOD BY EXTENDED FOR ANY REASON -6 POUNDS PER 1,000 SQUARE FEET WITH FERTILIZER MIX. 4. AVOID APPLYIN G FERTILIZER TO THE ROOTBALL AND BASE OF MAIN STEM ; RATHER, SPREAD EVENLY UNDER PLANT TO DRIPLINE. RATES WILL VARY FROM ABOUT A CUP OF NITRATE FERTILIZER (DEPENDING UPON NITROGEN PERCENTAGE) AROUND A NEWLY INSTALLED SMALL PLANT TO ABOUT 1/2 POUND OF ACTUAL NITROGEN PER INCH OF TRUCK DIAMETER MEASURED FOUR FEET FROM THE GROUND FOR MATURE TREES. G. REPLACEMENT OF PLANTS : REPLACE DEAD, DYING AND MISSING PLANTS WITH PLANTS OF A SIZE, CONDITION AND VARIETY ACCEPTABLE TO THE LANDSCAPE ARCHITECT. 3.09 GROUND COVER CARE A WEED CONTROL: CONTROL WEEDS, PREFERABLY WITH PRE-EMERGENT HERBICIDES, BUT ALSO BY HAND OR WITH SELECTIVE SYSTEMIC HERBICIDES. HOE WEEDS AS LITTLE AS POSS IBLE SINCE THIS MAY RESULT IN PLANT DAMAGE. B. WATERING: WATER ENOUGH THAT MOISTURE PENETRATES THROUGHOUT ROOT ZONE AND ONLY AS FREQUENTLY AS IS NECESSARY TO MAINTAIN HEALTHY GROWTH. C. TRASH: REMOVE AS IT ACCUMULATES , BUT NO LESS OFTEN THAN WEEKLY. D. EDGING AND TRIMMING: EDGE GROUNDCOVER TO KEEP IN BOUNDS. E. REPLACE DEAD AND MISSING PLANTS. 3.10 IRRIGATION SYSTEM A INSPECTION: CHECK ALL SYSTEMS FOR PROPER OPERATION. LATERAL LINES MUST BE FLUSHED OUT AFTER REMOVING THE LAST SPRINKLER HEAD OR TWO AT EACH END OF THE LATERAL. ADJUST HEADS AS NECESSARY FOR UNIM PEDED COVERAGE AND NO OVERSPRAY. B. CONTROLLERS: SET AND PROGRAM AUTOMATIC CONTROLLERS FOR SEASONAL WATER REQUIREMENTS. GIVE OWNER A KEY TO CONTROLLERS AND INSTRUCTION ON HOW TO TURN OFF SYSTEM IN CASE OF EMERGENCY AS SPECIFIED IN OTHER SECTIONS OF THESE SPECIFICATIONS. C. REPAIR ALL DAMAGES TO IRRIGATION SYSTEM. MAKE ALL REPAIRS WITHIN ONE WATERING SATISFACTORY. END OF SECTION 32 93 00 PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF All OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL Dfin -~RT BE COMPLETED AND VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDITION PER CMWU STANDARDS AND REGULATIONS AND DEHQ REGULATIONS .. ______ _____ .., RECYCLED WATER COLOR NOTES: ------... ~\ -,. ---D~L TOLL FREE RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND IRRIGATION COMPONENTS SHALL BE PURPLE IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS I~ 1 -800 -422 -4133 V ry AT LEAST TWO DAYS ' BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ROOT BARRIER NOTE : ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HAROSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL SECTION 320190 TREE PROTECTION, PRUNING AND SELECTIVE REMOVAL PART 1 GENERAL 1.01 RELATED DOCUMENTS A DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING THE GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION-1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.02 SUMMARY A THIS SECTION INCLUDES THE PROTECTION AND TRIMMING OF TREES THAT ARE TO REMAIN BUT INTERFERE WITH , OR ARE AFFECTED BY, EXECUTION OF THE WORK, WHETHER TEMPORARY OR NEW CONSTRUCTION. PERFORM WORK AS INDICATED ON THE DRAWINGS AND/OR IN THE FIELD. B. SELECTIVE TREE REMOVAL IS INCLUDED IN THIS SECTION. TREE REMOVAL WITH NO REGARD TO ADJACENT SURROUNDINGS IS COVERED IN "SITE CLEARING". C. RELATED SECTIONS: 1. SECTION "SUMMARY OF THE WORK". 2. SECTION "SITE CLEARING". 3. SECTION "EARTHWORK -OUTSIDE BUILDINGS". 4. SECTION "PRAIRIE AND WILDFLOWER SEEDING". 5. SECTION "EXTERIOR PLANTS". 1.03 SUBMITTAL$ A GENERAL: 1. SUBMIT EACH ITEM IN THIS ARTICLE ACCORDING TO THE CONDITIONS OF THE CONTRACT AND DIVISION 1 SPECIFICATION SECTIONS . B. PRODUCT DAT A: 1. SUBMIT PRODUCT DATA FOR EACH TYPE OF PRODUCT SPECIFIED. C. SHOP DRAWINGS: 1. NONE REQUIRED. D. SAMPLES: 1. NONE REQUIRED. E. SCHEDULES: 1. SUBMIT SCHEDULE TO OWNER INDICATING TREE NUMBER, AND/OR LOCATION, SPECIES, RECOMMENDED ACTION: (PRUNING OR REMOVAL NEEDS), ESTIMATED TIME FRAME FOR COMPLETION OF WORK AND ADDITIONAL , RECOMMENDED TREE MAINTENANCE (I NCLUDING BUT NOT LIMITED TO FERTILIZING, DISEASE AND PEST CONTROL, AND ADDITIONAL PRUNING). 2. SUBMIT SCHEDULE A MINIMUM OF 14 CALENDAR DAYS PRIOR TO START OF PRUNING/REMOVAL WORK. F. MAINTENANCE RECOMMENDATIONS: 1. MAINTENANCE RECOMMENDATIONS FOR CARE AND PROTECTION OF TREES AFFECTED BY THE WORK. SUBMIT RECOMMENDATIONS PRIOR TO FINAL ACCEPTANCE OF WORK. G. QUALIFICATION: 1. SUBMIT QUALIFICATION DATA FOR FIRMS AND PERSONS SPECIFIED IN THE "QUALITY ASSURANCE" ARTICLE TO DEMONSTRATE THEIR CAPABILITIES AND EXPERIENCE. INCLUDE LISTS OF COMPLETED PROJECTS WITH PROJECT NAMES AND ADDRESSES, NAMES AND ADDRESSES OF ARCHITECTS AND OWNERS, AND OTHER INFORMATION SPECIFIED. H. CERTIFICATION: 1. SUBMIT CERTIFICATION BY A QUALIFIED ARBORIST THAT TREES INDICATED TO REMAIN HAVE BEEN PROTECTED DURING CONSTRUCTION ACCORDING TO RECOGNIZED STANDARDS AND THAT TREES WERE PROMPTLY AND PROPERLY TREATED AND REPAIRED WHEN DAMAGED. 1.04 QUALITY ASSURANCE A TREE SERVICE QUALIFICATIONS: 1. ENGAGE AN EXPERIENCED TREE SERVICE FIRM THAT HAS SUCCESSFULLY COMPLETED TREE PROTECTION AND TRIMMING WORK SIMILAR TO THAT REQUIRED FOR THIS PROJECT AND THAT WI LL MAINTAIN AN EXPERIENCED, QUALIFIED ARBORIST ON THE PROJECT SITE ON A FULL-TIME BASIS DURING EXECUTION OF THE WORK. B. ARBORIST QUALIFICATIONS: 1. AN ARBORIST CERTIFIED BY THE INTERNATIONAL SOCIETY OF ARBORICUL TURE OR LICENSED IN THE JURISDICTION WHERE THE PROJECT IS LOCATED. C. TREE PRUNING STANDARDS: 1. COMPLY WITH THE NATIONAL ARBORIST ASSOCIATION'S "PRUNI NG STANDARDS FOR SHADE TREES" EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED. D. TREE PRUNING SCHEDULE: 1. PRUNE TREES IN ACCORDANCE WITH LOCALLY ACCEPTED PRACTICES OR AT TIMES ACCEPTABLE TO THE ARCHITECT, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: 2. DO NOT PRUNE TREES IN AUGUST OR SEPTEMBER EXCEPT FOR REMOVAL OF DEAD OR HAZARD BRANCHES. 3. NARROW LEAFED EVERGREEN TREES SHOULD GENERALLY BE PRUNED FROM MAY UNTIL EARLY JULY. 4. PRUNE SUMMER FLOWERING TREES AND SHRUBS IN MARCH BEFORE NEW GROWTH BEGINS. 5. PRUNE SPRING FLOWERING TREES IMMEDIATELY AFTER FLOWERING 6. PREINSTALLATION CONFERENCE: a. BEFORE COMMENCING TREE PROTECTION AND TRIMMING, MEET WITH REPRESENTATIVES OF AUTHORITIES HAVING JURISDICTION, 1--IED ,._NOSCAPc \. .. r,,">~1'£B(,1>:~S. -l'c, _,,<;~ ~ +, <.; y ,,. <.i <" .... ,,. , -~ 350 Camino De La Reina ~ . ~ • Suite 510 ~ Signature * San Diego, CA 92108 Ren Dote 1e1~3112s J 619-398-3800 ,r ole 06/\0/¼. 1-..,/; ~~' < Of' CAL If WVVW.HED.DESIGN OAlE OWNER, ARCHITECT, CONSULTANTS, AND OTHER CONCERNED ENTITIES. REVIEW TREE PROTECTION AND TRIMMING PROCEDURES AND RESPONSIBILITIES. NOTIFY PARTICIPANTS AT LEAST 7 CALENDAR DAYS PRIOR TO CONVENING CONFERENCE. RECORD DISCUSSIONS AND AGREEMENTS AND FURNISH A COPY TO EACH PARTICIPANT. PART 2 PRODUCTS 2.01 DEFI NITIONS INITIAL A PROTECTIVE BARRIER: A FENCE INSTALLED AS A TEMPORARY DEVICE FOR THE PURPOSE OF PREVENTING UNAUTHORIZED ACCESS DURING THE FULL PERIOD OF CONSTRUCTION AND/OR TO PROTECT EXISTI NG VEGETATION FROM DAMAGE AND DISTURBANCE. REFER TO DETAIL ON CIVIL DRAWINGS. B. DAMAGE: PHYSICAL CHANGE TO THE SITE OR ITS VEGETATION CAUSED BY EQUIPMENT, MATERIAL, LABOR, OR GRADING OPERATIONS WHICH HAS OCCURRED AFTER A NOTICE TO PROCEED HAS BEEN ISSUED. C. DISTURBANCE: VISUAL CHANGE TO THE SITE OR ITS VEGETATION CAUSED BY EQUIPMENT, MATERIAL, LABOR, OR GRADING OPERATIONS WHICH HAS OCCURRED AFTER A NOTICE TO PROCEED HAS BEEN ISSUED. D. TRESPASS: ANY ENCROACHMENT INTO PROTECTED AREAS CAUSED BY EQUIPMENT, MATERIAL, LABOR, OR GRADING OPERATIONS WHICH HAS OCCURRED AFTER A NOTICE TO PROCEED HAS BEEN ISSUED. E. FINE: THE DOLLAR VALUE ESTABLISHED IN THE SCHEDULE OF THIS SECTION TO BE ASSESSED THE CONTRACTOR FOR EACH VIOLATION SIGHTED BY THE OWNER'S REPRESENTATIVE FROM THE DAY OF SIGHTING EACH VIOLATION. F. EXISTING VEGETATION: ANY EXISTING TREE, SHRUB, GROUND COVER, WILD FLOWER, GRASS OR WEED MASS WHICH PRESENTLY OCCURS ON THE SITE AND IS INDICATED TO REMAIN. G. PROTECTION: MEANS OF PROTECTING EXISTING SITE FEATURES FROM TRESPASS, DAMAGE OR DISTURBANCE BY THE USE OF BARRIERS OR OTHER MEANS NECESSARY. H. SITE: THE AREA AS SHOWN ON THE SURVEY BELONGING TO THE OWNER INCLUDING AREAS WHERE CONSTRUCTION OCCURS OR ACCESS TO THE SITE IS GRANTED. I. VIOLATION : TRESPASS, DISTURBANCE, OR DAMAGE CAUSED BY ANY CONSTRUCTION, DELIVERY, OR TRANSPORTATION VEHICLE; CONSTRUCTION MATERIAL THROUGH STORAGE OR USAGE; SOLID OR LIQUID DEBRIS; OR LITTER OBSERVED BY THE OWNER'S REPRESENTATIVE WHO CONVEYS THE OBSERVED VIOLATION TO THE CONTRACTOR VERBALLY, IF POSSIBLE, AND IN WRITING WITHIN 7 DAYS OF A VIOLATION. THE WRITTEN NOTICE SHALL INCLUDE THE DATE, THE APPROXIMATE TIME, THE GENERAL LOCATION , AND TYPE OF VIOLATION AS INDICATED IN THE SCHEDULE OF FINES. J. CONTRACT LIMIT LINES: CONSTRUCTION LIM ITS DEFINED AS SHOWN AND AS IDENTIFIED IN THE FIELD BY THE ARCHITECT. K. INITIAL CLEARING ZONE: AREA WITHIN THE CONSTRUCTION LIMIT LIN ES BUT NOT AREAS ENCLOSED BY PROTECTIVE BARRIERS. L. BOUNDARY REACTION ZONE: A SEPARATING BOUNDARY BETWEEN WOOD PRESENT AT THE TIME OF WOUNDING AND WOOD THAT CONTINUES TO FORM AFTER WOUNDING. M. BRANCH: A SECONDARY SHOOT OR STEM ARISING FROM ONE OF THE MAIN AXIS (I.E., TRUNK OR LEADER) OF A TREE OR WOODY PLANT. N. BRANCH COLLAR: TRUNK TISSUE THAT FORMS AROUND THE BASE OF A BRANCH BETWEEN THE MAIN STEM AND THE BRANCH OR A BRANCH AND A LATERAL. AS A BRANCH DECREASES IN VIGOR OR BEGINS TO DIE, THE BRANCH COLLAR BECOMES MORE PRONOUNCED. 0. BRANCH BARK RIDGE: RAISED AREA OF BARK IN THE BRANCH CROTCH THAT MARKS WHERE THE BRANCH WOOD AND TRUNK WOOD MEET. P. CALLUS: UNDIFFERENTIATED TISSUE FORMED BY THE CAMBIUM LAYER AROUND A WOUND. Q. CAMBIUM: DIVIDING LAYER OF CELLS THAT FORMS SAPWOOD (XYLEM) TO THE INSIDE AND BARK (PHLOEM) TO THE OUTSIDE. R. CROTCH: THE ANGLE FORMED AT THE ATTACHMENT BETWEEN A BRANCH AND ANOTHER BRANCH, LEADER, OR TRUNK OF A WOODY PLANT. S. CROWN: THE LEAVES AND BRANCHES OF A TREE OR SHRUB; THE UPPER PORTION OF A TREE FROM THE LOWEST BRANCH ON THE TRUNK TO THE TOP. T. CROWN CLEANING: THE REMOVAL OF DEAD, DYING, DISEASED, CROWDED, WEAKLY ATTACHED, LOW-VIGOR BRANCHES, AND WATERSPOUTS FROM A TREE'S CROWN. u. CROWN RAISING: THE REMOVAL OF THE LOWER BRANCHES OF t TRFE IN ORDER TO PROVIDE CLEARANCE. orA PPROVED FOR /RR /GA TION AND V. CROWN REDUCTION: THE REDUCTION OF THE TOP, SIDE , INDIVIDUAL LIMBS BY THE MEANS OF REMOVAL OF THE LEADI Rf11EA NT/NG ONL Y, INCLUDING PRECISE LONGEST PORTION OF A LIMB TO A LATERAL NO LESS THAN ONE-~~~~ LOCA T/ON OF PLANTING AREA . OF THE TOTAL DIAMETER OF THE ORIGINAL LIMB REMOVING NO THAN ONE-QUARTER OF THE LEAF SURFACE. W. CROWN THINNING : THE SELECTIVE REMOVAL OF BRANCHE S TO II AS BUILT " INCREASE LIGHT PENETRATION AND AIR MOVEMENT, AND TO RI DUCE WEIGHT. RCE EXP. DATE 11/14/24 JA City Submittal REVIE\rlED BY• 04/07/25 JA City Submittal 05/22/25 JA City Submittal INSPECTOR DATE /f\ I SH3E2T 11 CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PARKING ST ALL ADJUSTMENT LOT 75 PLANTING DETAILS I APPROVED: t:J4,, ~ PLANNING Y l I t/j_l-i.:, OWN BY: JA L~~g~~~:0~~!3 OAlE INITIAL DAlE INITIAL CHKD BY: MH I I OESKJNER OF WORK REVISION DESCRIPTI ON OlHER APPROVAL CITY APPROVAL F'vntrotlon Dat e:!ZQ! .CZ~ RVWI) BY: I DEV2Q2~-QQl 25 I DRAWING NO. 550-SL 2023-HA042-003 ©2022 SHEET 32 OF ...35...SHEETS MATERIALS OR EQUIPMENT, PLACE AND MAINTAIN A 12" DEPTH OF ROOTS APPROXIMATELY 3 INCHES (75 MM) BACK FROM NEW A CUT: THE EXPOSED WOOD AREA RESULTING FROM THE REMOVAL OF A SHREDDED HARDWOOD BARE MULCH TO DISPLACE THE LOADS AND CONSTRUCTION. BRANCH OR PORTION THEREOF. PREVENT ROOT ZONE SOIL COMPACTION . REMOVE MULCH WHEN 2. CAREFULLY AND CLEANLY CUT ROOTS AND BRANCHES OF TREES B. DECAY: DEGRADATION OF WOODY TISSUE CAUSED BY BIOLOGICAL INCURSION IS COMPLETED. INDICATED TO BE LEFT STANDING, WHERE SUCH ROOTS AND ORGANISMS. 3.02 TREE PROTECTION BRANCHES OBSTRUCT NEW CONSTRUCTION. UTILIZE EQUIPMENT C. DRIPLINE: THE OUTER PERIMETER OF A TREE'S BRANCHES THAT FORM A PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO SUCH AS A TRENCHER OR VIBRATORY KNIFE (CABLE PULLER) TO THE LIMITS OF THE TREE CANOPY. REMAIN IN PLACE, AGAINST UNNECESSARY CUTTING, BREAKING OR CLEANLY SEVER ROOTS TO A DEPTH OF 24", PRIOR TO EARTHWORK D. HEADING: CUTTING A CURRENTLY GROWING OR ONE-YEAR-OLD SHOOT SKINNING OF ROOTS, SKINNING AND BRUISING OF BARK, SMOTHERING OPERATIONS IN THE DRIPLINE ZONES REQUIRING EXCAVATION. DO BACK TO A BUD, OR CUTTING AN OLDER BRANCH OR STEM BACK TO A OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR NOT CUT ROOTS WITH A BACKHOE ORBULLDOZER. STUB OR LATERAL BRANCH NOT SUFFICIENTLY LARGE ENOUGH TO EXCAVATED MATERIALS WITH IN DRIP LINE, EXCESS FOOT OR 3. DO NOT ALLOW EXPOSED ROOTS TO DRY OUT BEFORE PLACING ASSUME THE TERMINAL ROLE. HEADING SHOULD RARELY BE USED ON VEHICULAR TRAFFIC, OR PARKING OF VEHICLES WITHIN DRIP LINE OR PERMANENT BACKFILL. PROVIDE TEMPORARY EARTH COVER OR MATURE TREES. STORAGE OR SPILLAGE OF TOXIC MATERIALS WITHIN THE DRIP LINE. PACK WITH PEAT MOSS AND WRAP WITH WET BURLAP. WATER AND E. HEARTWOOD: THE INACTIVE XYLEM (WOOD) TOWARD THE CENTER OF PROVIDE TEMPORARY GUARDS TO PROTECT TREES AND VEGETATION MAINTAIN IN A MOIST CONDITION AND TEMPORARILY SU PPORT AND A STEM OR ROOT THAT PROVIDES STRUCTURAL SUPPORT. TO BE LEFT STANDING. PROTECT ROOTS FROM DAMAGE UNTIL THEY ARE PERMANENTLY F. LATERAL: A BRANCH OR TWIG GROWING FROM A PARENT BRANCH OR3.03 REPAIR, REPLACEMENT AND COMPENSATION FOR EXISTING VEGETATION RELOCATED AND COVERED WITH EARTH. COVER ROOTS WITH STEM . A REPAIR, REPLACE OR COMPENSATE THE OWNER FOR ANY TREE TOPSOIL AS SOON AS OPERATIONS IN THE ROOT ZONE ARE G. LEADER: A DOMINANT UPRIGHT STEM, USUALLY THE MAIN TRUNK. DESIGNATED TO REMAIN WHICH IS DESTROYED OR DAMAGED AS A COMPLETE. THERE CAN BE SEVERAL LEADERS IN ONE TREE. RESULT OF CONSTRUCTION OPERATIONS. REPAIR, REPLACEMENT OR D. WHERE UTILITIES TRENCHES ARE REQUIRED WITHIN TREE DRIPLINES, H. LIMB: SAME AS BRANCH, BUT LARGER AND MORE PROMINENT. COMPENSATION IS REQUIRED AT CONTRACTOR'S EXPENSE WHEN TUNNEL UNDER OR AROUND THE ROOTS BY DRILLING , AUGER BORING, I. PARENT BRANCH OR STEM: THE TREE TRUNK; OR A LARGE LIMB FROM DEATH OF MORE THAN 20% OF THE TRE E IS PROBABLE OR WHEN PIPE JACKING, OR DIGGING BY HAND. WH ICH LATERAL BRANCHES GROW. REMEDIAL MEASURES WILL RESULT IN AN UNACCEPTABLE 1. ROOT PRUNING: J. PHLOEM : INNER BARK TISSUE THROUGH WHICH PRIMARILY APPEARANCE AS DETERMINED BY THE OWNER'S REPRESENTATIVE. a. DO NOT CUT MAIN LATERAL ROOTS OR TAP ROOTS; CUT ONLY CARBOHYDRATES AND OTHER ORGANIC COMPOUNDS MOVE FROM B. REPLACE TREES WHICH CANNOT BE REPAIRED AND RESTORED TO SMALLER ROOTS THAT INTERFERE WITH INSTALLATION OF NEW REGIONS OF HIGH CONCENTRATION TO LOW. FULL-GROWTH STATUS, AS DETERMINED BY LICENSED ARBORIST OR WORK. CUT ROOTS WITH SHARP PRUNING INSTRUMENTS; DO NOT K. PRECUT OR PRECUTTING: THE TWO-STEP PROCESS TO REMOVE A OWNER'S REPRESENTATIVE. BREAK OR CHOP. BRANCH BEFORE THE FINISHED CUT IS MADE SO AS TO PREVENT C. REMOVE ANY DAMAGED TREES OR SHRUBS, INCLUDING ROOTS WHEN3.05 REGRADING SPLITTING OR BARK TEARING INTO THE PARENT STEM. THE BRANCH IS REMEDIAL MEASURES WOULD RESULT IN AN UNACCEPTABLE A GRADE LOWERING: FIRST UNDERCUT, THEN CUT FROM THE TOP BEFORE THE FINAL CUT APPEARANCE OR WHEN DEATH IS PROBABLE. THE NEED FOR 1. WHERE NEW FINISH GRADE IS INDICATED BELOW EXISTING GRADE L. STUB: AN UNDESIRABLE SHORT LENGTH OF A BRANCH REMAINING DAMAGED TREE REMOVAL SHALL BE DETERMINED BY THE OWNER'S AROUND TREES, SLOP E GRADE BEYOND TREE DRIPLIN E. MAINTAIN AFTER A BREAK OR INCORRECT PRUNING CUT IS MADE. REPRESENTATIVE IN CONJUNCTION WITH THE RECOMMENDATIONS OF EXISTING GRADES WITHIN TREE DRIPLINES. M. TERMINAL ROLE: BRANCH THAT ASSUMES THE DOMINANT VERTICAL A LICENSED ARBORIST. 2. WHERE NEW FINISH GRADE IS INDICATED BELOW EXISTING GRADE POSITION ON THE TOP OF A TREE. D. ASSESSMENT OF ANY DAMAGES AND RECOMMENDED REMEDIAL AROUND TREES, SLOPE GRADE AWAY FROM TREES AS N. TH INNING: THE REMOVAL OF A LATERAL BRANCH AT ITS POINT OF TREATMENTS SHALL BE MADE AT THE CONTRACTOR'S EXPENSE BY A RECOMMENDED BY ARBORIST. ORIGIN OR THE SHORTENING OF A BRANCH OR STEM BY CUTTING TO A LICENSED ARBORIST CHOSEN BY THE OWNER'S REPRESENTATIVE. a. ROOT PRUN ING: LATERAL LARGE ENOUGH TO ASSUME THE TERMINAL ROLE. E. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY VIOLATION AS 1) PRUNE TREE ROOTS EXPOSED DURING GRADE LOWERING.DO 0 . TREE DRIPLINE: THE OUTER PERIMETER OF A TREE'S BRANCHES THAT ESTABLISHED BY THIS SECTION AND SHALL BE SUBJECT TO THE FINES NOT CUT MAIN LATERAL ROOTS OR TAP ROOTS; CUT ONLY FORM THE LIMITS OF THE TREE CANOPY. AS STATED IN THE SCHEDULE OF FINES. SMALLER ROOTS . CUT ROOTS WITH SHARP PRUNING F. REPLACE ANY PROTECTED TREE THAT WAS REMOVED, WITH A TREE INSTRUMENTS; DO NOT BREAK OR CHOP. 2.02 MATERIALS OF EQUAL SIZE AND QUALITY WHEN AN EQUAL REPLACEMENT IS B. MINOR FILL: A DRAINAGE FILL: 1. SELECTED CRUSHED STONE, OR CRUSHED OR UNCRUSHED GRAVEL, WASHED, ASTM 0448, SIZE 24, WITH 90 TO 100 PERCENT PASSING A 2-1/2-INCH (63-MM) SIEVE AND NOT MORE THAN 10 PERCENT PASSING A 3/4-INCH (19-MM) SIEVE. B. TOPSOIL: 1. FERTILE, FRIABLE, SURFACE SOIL, CONTAINING NATURAL LOAM AND COMPLYING WITH ASTM 05268. PROVIDE TOPSOIL THAT IS FREE OF STONES LARGER THAN 1 INCH (25 MM) IN ANY DIMENSION AND FREE OF OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH . OBTAIN TOPSOIL ONLY FROM WELL-DRAINED SITES WHERE SOIL OCCURS IN DEPTH OF 4 INCHES (100 MM) OR MORE; DO NOT OBTAIN FROMBOGS OR MARSHES. 2. COMPLY WITH REQUIREMENTS OF SECTION "TOPSOIL". C. FILTER FABR IC: 1. NONWOVEN, PERVIOUS, GEOTEXTILE FABRIC OF POLYPROPYLENE, NYLON, OR POLYESTER FIBERS, ASFOLLOWS: COMMERCIALLY AVAILABLE. 1. WHERE EXISTING GRADE IS 6 INCHES (150 MM ) OR LESS BELOW G. COMPENSATE THE OWNER FOR ANY TREE REMOVED WHEN AN EQUAL ELEVATION OF FINISH GRADE SHOWN, FILL WITH TOPSOIL. PLACE REPLACEMENT IS NOT COMMERCIALLY AVAILABLE. COMPENSATE THE TOPSOIL IN A SINGLE UNCOMPACTED LAYER AND HAND GRADE TO OWNER DIRECTLY AT THE FOLLOWING RATES:\ REQUIRED FINISH ELEVATIONS. 1. DISTURBED OR DAMAGED TREES SHALL BE ATTENDED BY A TREE C. MODERATE FILL: SURGEON APPROVED BY THE ARCHITECT ALL COSTS INCURRED 1. WHERE EXISTING GRADE IS MORE THAN 6 INCHES (150 MM) BUT LESS SHALL BE PAID BY THE CONTRACTOR, AND THE CONTRACTOR SHALL THAN 12 INCHES (300 MM) BELOW FINISH GRADE ELEVATION, PLACE A BE ASSESSED A FINE FOR EACH VIOLATION OF DAMAGE TO EXISTING LAYER OF DRAINAGE FILL, FILTER FABRIC, AND A FINAL LAYER OF TREES BASED ON THE FOLLOWING SCHEDULE: TOPSOIL ON EXISTING GRADE. a. 1" -5" CALIPER -$100.00/INCH 2. CAREFULLY PLACE DRAINAGE FILL AGAINST TREE TRUNK b. 6" -10" CALIPER -$150.00/INCH APPROXIMATELY 2 INCHES (50 MM) ABOVE FINISH GRADE ELEVATION c. OVER 10" CALIPER -$200.00/I NCH AND EXTEND NOT LESS THAN 18 INCHES (450 MM) FROM TREE TRUNK H. FOR REPLACEMENT OF TREES THE CONTRACTOR SHALL SUPPLY A ON ALL SIDES. FOR BALANCE OF AREA WITHIN DRIPLINE PERIMETER, ' TREE OF EQUAL SIZE AND TYPE AS THAT DAMAGED. NO TRE E LARGER PLACE DRAINAGE FILL TO AN ELEVATION 6 INCHES (150 MM) BELOW THAN 8-INCH CALIPER SHALL BE USED FOR REPLACEMENT OR GRADE. COMPENSATION. COMPENSATION FOR DAMAGED TREES EXCEEDING 3. PLACE FILTER FABRIC WITH OVERLAPPING EDGES OF 6 INCHES (150 8-INCH CALIPER SHALL BE COMPENSATED BY THE REPLACEMENT OF MM) MINIMUM. E. PRUNING CUTS: 1. THINNING CUT: a. A THINNING CUT IS THE PREFERRED TYPE OF CUT TO MAKE. b. A THINNING CUT CONSISTS OF THE REMOVAL OF A LATERAL BRANCH AT ITS POINT OF ORIGIN, OR THE SHORTENING OF A BRANCH OR STEM, BY CUTTING TO A LATERAL BRANCH THAT IS LARGE ENOUGH TO ASSUME THE TERMINAL ROLE. 2. HEADING CUT: a. A HEADI NG CUT SHOULD RARELY BE USED ON MATURE TREES, YET MAY BE APPROPRIATE FOR SPECIFIC PURPOSES SUCH AS, BUT NOT LIMITED TO, TRAINING YOUNG TREES ; POLLARDING, SHAPING TERMINAL FLOWERING TREES, STORM DAMAGE REPAIR, ETC. b. A HEADING CUT CONSISTS OF CUTTING A CURRENTLY GROWING OR ONE-YEAR-OLD SHOOT BACK TO A BUD, OR CUTTING AN OLDER BRANCH OR STEM BACK TO A STUB OR LATERAL BRANCH THAT IS NOT SUFFICIENTLY LARGE ENOUGH TO ASSUME THE TERMINAL ROLE. 3. LATERAL BRANCH REMOVAL: a. WHEN REMOVING A LATERAL BRANCH AT ITS POINT OF ORIGIN ON THE TRUNK OR PARENT LIMB, THE FINAL CUT SHALL BE MADE IN BRANCH TISSUE CLOSE TO THE TRUNK OR PARENT LIMB , WITHOUT CUTTING INTO THE BRANCH BARK RIDGE OR COLLAR, OR LEAVING A STUB. (SEE APPENDIX A, FIGURE 1.) 4. LEADER BRANCH REMOVAL: a. WHEN REMOVING A LEADER OR LENGTH OF A BRANCH, THE ANGLE OF THE CUT SHOULD BISECT THE ANGLE BETWEEN THE BRANCH BARK RIDGE AND AN IMAGINARY LI NE PERPENDICULAR TO THE LEADER BEING REMOVED. (SEE APPENDIX A, FIGURE 2.) 5. DEAD BRANCH REMOVAL: a. WHEN REMOVING A DEAD BRANCH , THE FINAL CUT SHALL BE MADE JUST OUTSIDE THE COLLAR OF LIVE TISSUE. IF THE COLLAR HAS GROWN OUT ALONG THE BRANCH STUB, ONLY THE DEAD STUB SHOULD BE REMOVED. THE LIVE COLLAR SHALL REMAIN INTACT AND UNINJURED. 6. NARROW CROTCH: a. TO PREVENT DAMAGE TO THE PARENT LIMB WHEN REMOVING A BRANCH WITH A NARROW CROTCH BRANCH ATTACHMENT, THE FINAL CUT SHOULD BE MADE FROM THE BOTTOM OF THE BRANCH UP. (SEE APPENDIX A, FIGURE 3.) 7. CUT LIMBS SHALL BE REMOVED FROM THE CROWN UPON COMPLETION OF THE PRUNING, OR AT TIMES WHEN THE TREE WOULD BE LEFT UNATTENDED OR AT THE END OF THE WORK DAY. F. WOUNDTREATMENT: 1. WOULD DRESSINGS AND TREE PAINTS SHOULD NOT BE USED TO COVER WOUNDS, EXCEPT WHEN SPECIFIED FOR DISEASE , BORER, MISTLETOE, OR SPROUT CONTROL. IF WOUND DRESSINGS OR PAIN TS ARE USED, THEN MATERIALS NONTOXIC TO THE CAMBIUM LAYER SHALL BE USED, AND ONLY A LIGHT COATING SHALL BE APPLIED TO THE WOUND SURFACE. 2. WHEN REPAIRI NG BARK WOUNDS, ONLY DAMAGED OR LOOSE BARK SHOULD BE REMOVED, DISTURBING A MINIMAL AMOUNT OF LIVE TISSUE. 3. CAVITIES SHALL NOT BE FILLED OR TREATED IF THE BOUNDARY REACTION ZONES WOULD BE DISTURBED. a. MIRAFI 140; MIRAFI UP TO AN 8-INCH CALIPER TREE AND THE REIMBURSEMENT TO THE 4. PLACE FILL LAYER OF TOPSOIL TO FINISH GRADE. DO NOT COMPACT3.07 MATURE TREE PRUNING ' b. TREVIRA 11 14; HOECHAT CELANESE CORP. c. TYPAR 3401 ; REEMAY INC. C. CONSTRUCTION FENCING: 1. STANDARD GRADE, 4' HIGH PLASTIC FENCING.A. STANDARD T-STAKES TO SUPPORT FENCE SPACED ON 6' CENTERS. PART 3 EXECUTION 3.01 PREPARATION A TEMPORARY PROTECTION: 1. ERECT, MAINTAIN AND REMOVE TEMPORARY FENCING, BARRICADES, OR OTHER SUITABLE GUARDS LOCATED OUTSIDE THE DRIP LINE (OUTER PERIMETER OF BRANCHES) TO PROTECT REMAINING TREES ANDOTHER PLANTS FROM DAMAGE. INSPECT AND MAINTAIN FENCI NG ON A DAILY BASIS. 2. ERECT AND MAINTAIN TEMPORARY SIGNAGE, FENCING AND BARRICADES TO PROTECT PEDESTRIANS, VEHICLES AND EXISTI NG OWNER OF $200.00 PER CALIPER INCH FOR THE DIFFERENCE BETWEEN DRAINAGE FILL OR TOPSOIL. HAND GRADE TO REQUIRED FINISH A. GENERAL: THE CALIPER OF THE ORIGINAL TREE DAMAGED AND THE CALIPER OF ELEVATIONS. 1. PRUNING CUTS SHALL BE MADE IN ACCORDANCE WITH "PRUNING THE TREE USED FOR REPLACEMENT. 3.06 TREE PRUNING CUTS" SPECIFIED ABOVE. I. APPRAISAL SHALL BE MADE IN ACCORDANCE WITH THE LATEST A GENERAL: 2. TREE BRANCHES SHALL BE REMOVED IN SUCH A MANNER SO AS NOT EDITION OF "A GUIDE FOR ESTIMATING THE VALUE OF TREES AND 1. PRUNE REMAINING TREES AFFECTED BY TEMPORARY AND NEW TO CAUSE DAMAGE TO OTHERPARTS OF THE TREE OR TO OTHER OTHER PLANTS" BY AN ARBORIST APPROVED BY THE ARCHITECT. CONSTRUCTION. PLANTS OR PROPERTY. BRANCHES TOO LARGE TO SUPPORT WITH J. TREES DAMAGED SHALL BE MEASURED FOR SIZE OF TRUNK DIAMETER 2. PROVIDE SUBSEQUENT MAINTENANCE DURING THE CONTRACT ONEHAND SHALL BE PRECUT TO AVOID SPLITTING OR TEARING OF ACCORDING TO THE "AMERICAN STANDARD FOR NURSERY STOCK" AS PERIOD AS RECOMMENDED BY ARBORIST. THE BARK. (SEE APPENDIX A, FIGURE 1.) WHERE NECESSARY, ROPES PREPARED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. B. PRUNI NG STANDARDS: OR OTHER EQUIPMENT SHOULD BE USED TO LOWER LARGE 1. THE CALIPER OF TRUNK SHALL BE TAKEN 6 INCHES ABOVE GROUND 1. PRUNE TREES ACCORDING TO THE NATIONAL ARBORIST BRANCHES OR PORTIONS OF BRANCHES TO THE GROUND. LEVEL FOR TREES LARGER THAN 4 INCHES, UP TO AND INCLUDING ASSOC IATION 'S "PRUNING STANDARDS FOR SHADE TREES". 3. WHEN A BRANCH IS CUT BACK TO A LATERAL, NOT MORE THAN 12-INCH CALIPER. C. TREE INSPECTION: ONE-FOURTH OF ITS LEAF SURFACE SHOULD BE REMOVED. THE 2. THE CALIPER OF THE TRU NK SHALL BE TAKEN 4 FEET, 6 INCHES 1. BEFORE BEGI NNING WORK AND WHILE WORK IS BEING PERFORMED, LATERAL REMAINING SHOULD BE LARGE ENOUGH TO ASSUME THE (BREAST HEIGHT) ABOVE GROUND LEVEL FOR TREES LARGER THAN A QUALIFIED PERSON SHALL VISUALLY INSPECT EACH TREE. IF A TERMINAL ROLE. 12 INCHES CALIPER. CONDITION IS OBSERVED THAT REQUIRES ADDITIONAL ATTENTION , 4. NOT MORE THAN ONE-FOURTH OF THE FOLIAGE ON A MATURE TREE THIS CONDITION SHOULD BE BROUGHT TO THE ATTENTION OF A SHOULD BE REMOVED WITHIN A GROWING SEASON. SITE IMPROVEMENTS FROM PRUNING AND CLEARING WORK. REMOVE3.04 EXCAVATION QUALIFIED ARBORIST. THE WORK SHALL NOT COMMENCE UNTIL 5. UPON COMPLETION OF PRUNING A MATURE TREE, ONE-HALF OF THE ALL TEMPORARY MATERIALS PRIOR TO FINAL ACCEPTANCE. A INSTALL SHORING OR OTHER PROTECTIVE SUPPORT SYSTEMS TO AUTHORIZED BY THE OWNER'S REPRESENTATIVE. FOLIAGE SHOULD REMAIN EVENLY DISTRIBUTED IN THE LOWER 3. PROTECT TREE ROOT SYSTEMS FROM DAMAGE DUE TO NOXIOUS MINIMIZE SLOPING OR BENCHING OF EXCAVATIONS. D. TOOLS AND EQUIPMENT: TWO-THIRDS OF THE CROWN AND INDIVIDUAL LIMBS. DO NOT MATERIALS CAUSED BY RUN-OFF OR SPILLAGE WHILE MIXING, B. DO NOT EXCAVATE, CLEAR OR GRUB WITHIN TREE DRIPLINE, UNLESS 1. PRUNING TOOLS USED IN MAKING PRUNING CUTS SHALL BE KEPT REMOVE THE CENTRAL LEADER. PLACING, OR STORING CONSTRUCTION MATERIALS. PROTECT ROOT OTHERWISE INDICATED. WHERE TREES ARE TO BE LEFT STANDING, ADEQUATELY SHARPENED TO RESULT IN FINAL CUTS WITH A SMOOTH B. SIZE SPECIFICATIONS: SYSTEMS FROM FLOODING, ERODING, OR EXC ESSIVE WETTING STOP TOPSOIL STRIPPING A SUFFICIENT DISTANCE TO PREVENT SURFACE AND FIRMLY ATTACHED REMAINING ADJACENT BARK. 1. A MINIMUM OR MAXIMUM DIAMETER OF BRANCHES TO BE REMOVED CAUSED BY DEWATERING OPERATIONS. DAMAGE TO MAIN ROOT SYSTEM. 2. HOOK AND BLADE PRUNING TOOLS SHOULD BE USED; NOT SHOULD BE SPECIFIED TO ESTABLISH THE EXTENT OF PRUNING, 4. DO NOT STORE CONSTRUCTION MATERIALS, DEBRIS, OR EXCAVATED C. WHERE EXCAVATION FOR NEW CONSTRUCTION IS REQUIRED WITHIN ANVIL-TYPE PRUNING TOOLS. SUCH AS : THE REMOVAL OF BRANCHES 3 IN. (7.5 CM) INDIAMETER MATERIAL WITHIN THE DRIP LINE OF REMAINING TREES. DO NOT TREE DRIPLINES, HAND EXCAVATE TO MINIM IZE DAMAGE TO ROOT 3. CLIMBING SPURS SHOULD NOT BE USED WHEN CLIMB ING TREES , AND GREATER, OR; THE REMOVAL OF BRANCHES 2 IN (5 CM) IN PERMIT VEHICLES OR FOOT TRAFFIC WITHIN THE DRIP LINE, AND SYSTEMS. USE NARROW-TINE SPADING FORKS AND COMB SOIL TO EXCEPT ON TREE REMOVALS AND IN EMERGENCIES SUCH AS AERIAL DIAMETER AND GREATER, ETC. PREVENT SOIL COMPACTION OVER ROOT SYSTEMS. EXPOSE ROOTS. RESCUE. 5. FIRES ARE NOT PERMITTED. 1. RELOCATE ROOTS IN BACKFI LL AREAS WHEREVER POSSIBLE. IF 4. EQUIPMENT AND WORK PRACTICES THAT DAMAGE BARK, CAMB IUM , 6. WHEREVER ROOT SYSTEM OF PROTECTED TREES IS TO BE ENCOUNTERING LARGE, MAIN LATERALROOTS, EXPOSE BEYOND LIVE TISSUE , OR ANY DISTURBED BY VEHICLE OR FOOT TRAFFIC, OR STORAGE OF EXCAVATION LIMITS AS REQUIRED TO BEND AND RELOCATE WITHOUT 5. COMBINATION OF THESE, SHOU LD BE AVOIDED. BREAKING. IF ENCOUNTERED IMMEDIATELY ADJACENT TO LOCATION 11/14/24 JA City Submittal OF NEW CONSTRUCTION AND RELOCATION IS NOT PRACTICAL, CUT 04/07/25 JA City Submittal 05/22/25 JA City Submittal /f\ RECYCLED WATER CONNECTION NOTE DIG ·~RT PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF ALL OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL BE COMPLETED AND VERIFIED THAT THEY ARE INADEQUATE WORKING CONDITION PER CMWD STANDARDS AND REGULATIONS AND DEHQ REGULATIONS 1,ED . .... ... ..,...,.,..,, .. ,.. ............... \..p,.NOSC-'\Pe-RECYCLED WATER COLOR NOTES: T.W. DIAL TOLL FREE "'"'~; "EBr,;,,~•~c RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND IRRIGATION COMPONENTS SHALL BE PURJ>tE IN COLOR PER CITY OF CARLSBAD RECYCLED WATER REQUIREMENTS 1 -800 -422 -4133 ,,.!';~ i&. +, lo • ,A ~ AT LEAST TWO DAYS !:! I~. ~ ,n 1'A 350 Camino De La Reina ~ V BEFORE YOU DIG • Suite 510 .. Signoture * San Diego, CA 92108 Ren Cote 12131/c'S i UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 619-398-3800 Sr. ole os/1012~/4 ROOT BARRIER NOTE : ~'€ °" c,c1f~ ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT. UTILITY VAULT, OR LIGHT FIXTURE SHALL WV\/1/V.HED.DESIGN DAlE INITIAL DAlE INITIAL DAlE INlllAL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER DESIGNER OF WORK REVISION DESCRIPTI ON 01H£R APPROVAL QTY APPROVAL SHALL ENCIRCLE THE ROOT BALL. 2023-HA042--003 ©2022 E,...il'atlon Date:lZ.:'.;l lt2~ APPROVED FOR /RR/GA TION AND PLANTING ONLY, INC LUDING PRECISE LOCATION OF PLANTING AREA. "AS BUIL T" RCE EXP, DATE REVIE'wED BY• INSPECTOR DATE I s3E3T 11 CITY OF CARLSBAD I PLANNING DI VISION LANDSCAPE IMPROVEMENT PLANS FOR: PARKING STALL ADJUSTMENT LOT 75 PLANTING DETAILS I APPROVED: PLANNING ~~ 1 , Z-"f ,~ I OWN BY: JA I Ll~~~~<i!o~~:3 I DRA'MNG NO. CHKD BY: MH RVWD BY: DEV2Q24-QQ:l 25 550-5L SHEET 33 OF ....3.i..SHEETS C. PRUNING OBJECTIVES: 1. PRUNING OBJECTIVES SHOULD BE ESTABLISHED PRIOR TO BEGINNING ANY PRUNING OPERATION. D. HAZARD REDUCTION PRUNING: 1. HAZARD REDUCTION PRUNING IS RECOMMENDED WHEN THE PRIMARY OBJECTIVE IS TO REDUCE THE DANGER TO A SPECIFIC TARGET CAUSED BY VISIBLY DEFINED HAZARDS IN A TREE. HAZARD REDUCTION PRUNING SHOULD CONSIST OF ONE OR MORE OF THE MAINTENANCE PRUNING TYPES. E. MAINTENANCE PRUNING: 1. MAINTENANCE PRUNING IS RECOMMENDED WHEN THE PRIMARY OBJECTIVE IS TO MAINTAIN OR IMPROVE TREE HEALTH AND STRUCTURE, AND INCLUDES HAZARD REDUCTION PRUNING. MAINTENANCE PRUNING SHOULD CONSIST OF THE FOLLOWING PRUNING TYPE: a. CROWN RAISING: CROWN RAISING SHALL CONSIST OF THE REMOVAL OF THE LOWER BRANCHES OF A TREE IN ORDER TO PROVIDE A MINIMUM OF 10' CLEARANCE ABOVE FIN ISH GRADE. F. YOUNG TREE PRUNING: 1. AT PLANTING: a. WHEN A YOUNG TREE IS PLANTED, DEAD , BROKEN, AND SPLIT BRANCHES SHOULD BE REMOVED. A CENTRAL TRUNK OR LEADER OR WELL-SPACED MULTIPLE TRUNK OR LEADERS (AS MOST APPROPRIATE FOR THE SPECIES AND SPECIMEN) SHOULD BE DEVELOPED BY REMOVING COMPETING LEADERS AND REMOVING, HEADING, OR THINNING LATERALS ON VIGOROUSLY GROWIN G BRANCHES THAT COMPETE WITH THE SELECTED LEADER(S). BRANCHES SHOULD BE RETAINED ON THE LOWER TRUNK TO INCREASE TAPER. 2. DURING THE FIRST THREE YEARS AFTER PLANTING: a. A STRONG SCAFFOLD BRANCH STRUCTURE SHOULD BE DEVELOPED BY SELECTING THE PRIMARY SCAFFOLD BRANCHES. TO IMPROVE THE SCAFFOLD STRUCTURE , BRANCHES THAT ARE CROSSING, HAVE INCLUDED BARK, OR INTERFERE WITH THE SCAFFOLD BRANCHES SHOULD BE REMOVED. SCAFFOLD BRANCHES SHOULD BE PROPERLY SPACED. FOR DECIDUOUS SHADE TREES THAT WILL REACH OR EXCEED 40 FT. (12 M) IN HEIGHT AT MATURITY, THE RECOMMENDED SPACING BETWEEN PRIMARY SCAFFOLD BRANCHES IS APPROXIMATELY 18 IN. (46 CM). FOR SMALLER SPECIES, 6 TO 8 IN. (15 TO 20 CM) WOULD BE ADEQUATE. DO NOT PRUNE THE CENTRAL LEADER. 3. BETWEEN FOUR AND SIX YEARS AFTER PLANTING: a. THE DEVELOPMENT OF A GOOD, STRUCTURALLY SOUND SCAFFOLD BRANCH SYSTEM SHOULD BE CONTINUED BY SELECTIVE THINNING OF OR ON BRANCHES AND REMOVING DEAD , INTERFERING, SPLIT, AND BROKEN BRANCHES. LARGE-GROWING BRANCHES WITH NARROW ANGLES OF ATTACHMENT SHALL BE REMOVED FROM THE TRUNK OR CANOPY. LOWER BRANCHES SHALL BE PRUNED (CROWN RAISING) SO AS NOT TO INTERFERE WITH HUMAN NEEDS WHERE APPROPRIATE. DO NOT PRUNE THE CENTRAL LEADER. 3.08 SELECTIVE TREE REMOVAL A. REMOVE TREES INDICATED TO BE REMOVED ON THE DRAWINGS, IN A MANNER THAT WILL NOT INJURE ADJACENT VEGETATION, PAVING OR SITE IMPROVEME NTS. 8. LOWER BRANCHES AND TREE TRUNKS TO THE GROUND USI NG APPROPRIATE EQUIPMENT AND TECHNIQUES. 3.09 STUMP AND ROOT REMOVAL A. COMPLETELY REMOVE STUMPS, ROOTS AND OTHER DEBRIS PROTRUDING THROUGH THE GROUND SURFACE. REMOVE ROOTS AND STUMPS TO A MINIMUM DEPTH OF 2' BELOW FINISH GRADE OR TO A DEPTH NECESSARY TO PERMIT CONSTRUCTION. 3.10 TREE FERTILIZATION A. APPLY FERTILIZER TO EXISTING TREES AS DESCRIBED IN SECTION "EXTERIOR PLANTS". 3.11 DISPOSAL OF WASTE MATERIALS 3.12 A. BURNING ON OWNER'S PROPERTY: 1. BURNING IS NOT PERMITTED ON OWNER'S PROPERTY. 8. DISPOSAL: 1. REMOVE ALL EXCESS EXCAVATED MATERIAL, DISPLACED TREES, AND EXCESS CHIPS FROM OWNER'S PROPERTY. DISPOSE OF ALL MATERIALS LEGALLY, OFF SITE. CLEAN-UP A. RESTORE ALL DEPRESSIONS TO MATCH EXISTING GRADES UTILIZIN G APPROVED TOPSOIL OR ONSITE FILL AS APPROVED BY OWNER. PROVIDE POSITIVE DRAINAGE IN ALL DISTURBED, CLEARED OR DAMAGED AREAS. 8. PLACE FILL MATERIAL IN HORIZONTAL LAYERS NOT EXCEEDING 6" LOOSE DEPTH, AND THOROUGHLY COMPACT TO A DENSITY EQUAL TO ADJACENT ORIGINAL GROUND. C. SEED ALL DISTURBED AREAS . RECYCLED WATER CONNECTION NOTE SECTION 329100 SOIL PREPARATION PART 1 PART 1 -GENERAL 1.01 SUMMARY A. General : Provide Soil Preparation in accordance with Contract Documents. 8. Summary of Work: Provide all labor, equipment and materials required to provide and place planting soils and planting soil amendments as indicated on Drawings and as specified herein. 1. This Section includes the following: 2. Planting soil testing to determine amendment requirements. 2.1. Planting soil placement and amendment procedures. 2.2. Planting soil drainage improvements. C. Related Documents: 1. Specification Section 32 84 00 -Irrigation. 2. Specification Section 32 01 90 -TREE PROTECTION, PRUNING AND SELECTIVE REMOVAL 3. Specification Section 32 93 00 -Exterior Plants. 4. 1.02 REFERENCES A. Except as modified by governing codes and by the Contract Documents, comply with the applicable ASTM or USDA provisions and recommendations. 1.03 SYSTEM DESCRIPTION A. Performance Requirements 1. Provide planting soils to be hand-tamped or compacted to firm the soil and to prevent subsidence, but not to exceed 80% compaction of maximum dry weight based upon the Proctor Scale. 1.04 SUBMITTALS A. Product Data: 1. Submit to Landscape Architect and Soil Scientist techn ical data for each manufactured or packaged product in this section. Include manufacturer's product testing and analysis, and installation instructions for manufactured or processed items or materials. 2. Submit to Landscape Architect and Soil Scientist locations of soil material sources. B. Certificates: 1. Submit to Landscape Architect and Soil Scientist certified analysis for each treatment.amendment, and fertilizer material specified and as used. Include guaranteed analysis and weight for packaged material. 2. Prior to job acceptance submit to Landscape Arch itect and Soil Scientist written certificates for the following total quantities of materials by weight as used on Project Site . a. Quantity and type of each commercial fertilizer, organic fertili zer or organic amendment. b. Quantity and type of each additional soil amendment. C. Soil Analysis: 1. Unless otherwise directed, soil analysis shall be done by Garn Wallace, Soils Scientist, Wallace Laboratories, 365 Coral Circle , El Segundo, California 90245. Tel: (310) 615-0116. Contractor shall provide samples for testing as directed by Wallace Laboratories. 2. Furnish a soil analysis made by a qualified independent soil-testing agency stating percentages of organic matter; gradation of silt, clay and sand content; cation exchange capacity; deleterious material; pH, mineral and plant-n utrient content of topsoil or soil mix 3. Report suitability of planting or amended soil mix for growth of applicable planting material. State recommended quantities of nitrogen, phosphorus, and potash nutrients and any limestone, aluminum sulfate, or other soil amendments to be added to produce a satisfactory soil mix. 4. Landscape Architect and Soil Scientist reserve the right to require additional soil analysis at any time that such additional samples of materials are deemed necessary for verification of conformance to specification requirements. Contractor shall furnish samples for this purpose upon request and shall perform testing as requested. D. Test Reports: Submit to Landscape Architect and Soil Scientist a written report for each sample tested. Testing laboratory and specific tests must be approved by Landscape Architect. Soil tests must be unique and individual for each sample taken and are not to be resubmitted or reused. Samples and analysis must be submitted within 7 calendar days of sampling . Soils testing shall consist of the minimum following: 1. "Complete Standard Analysis" reports of imported soils base materials. 2. Test Reports: Each report shall include the following as a minimum and such other information required specific to material tested. a. Date issued. b. Project name and names of Contractor and material supplier. C. Testing laboratory name, address, and telephone number, and name(s), as applicable, of each field and laboratory inspector. d. Date, place, and time of sampling or test, with a record of temperature and weather conditions. e. Location of material source. f. Type(s) of test(s). g. Results of tests including identification of deviations from acceptable ranges. E. Samples: 1. Other required amendment(s): 1-pound package(s). 2. Complete planting soil mix: 1-pound package. 3. Shredded Wood Mulch material: 1-pound package. PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF ALL OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL _DIG -~RT BE COMPLETED AND VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDITION PER CMWD STANDARDS AND REGULATIONS AND DEHQ REGULATIONS ------------RECYCLED WATER COLOR NOTES: , ... DIAL TOLL FREE RECYCLED WATER SYSTEM ALL PIPE, SLEE\11:S ANO IRRIGATION COMPONENTS SHALL BE PURl'l.E IN COi.OR PER CITY OF CARLS BAO RECYCLED WATER REQUIREMENTS ~~ 1-800 -422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ROOT BARRIER NOTE : ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER NO ROOT BARRIER F. Soil Blending Procedures: 1. Contractor shall submit a detailed soil blending operations plan. To the degree possible, soils shall be amended in place. G. Purchase Documentation: 1. Fertilizer and chemical amendments purchase and delivery invoices. H. Settlement Mock-Ups: Mock-up areas of backfill at the specified depths and apply irrigation to induce settlement as required to determine the amount of settlement that will be caused by irrigation and rain. 1.05 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has completed soil preparation work similar in material, design, and extent to that indicated for this Project and whose work has resulted in soil preparation with a record of successful in-service performance. B. Installer Field Supervision: Require installer to maintain full-time supervisor during times that soil preparation work is in progress. C. Soil Testing Agency Qualifications: An independent laboratory, recognized by the State Department of Agriculture, with the experience and capability to conduct the testing indicated and speciali zing in the types of tests to be performed, or a member of the Council on Soil Testing and Plant Analysis and has staff members with extensive agricultural research experience as demonstrated with peer reviewed publications. D. Applicable Laws: Meet requirements of applicable laws, codes, and regulations requ ired by authorities having jurisdiction over work. 1.06 PRODUCT DELIVERY, STORAGE AND HANDLING: A. Packaged Materials: Deliver packaged materials in containers showing weight, analysis, and name of manufacturer. Protect materials from deterioration during delivery and wh ile stored at Project Site. 8. Stockpiling: Soi l, mulch and amendment materials that are temporarily stored in stockpiles on Project Site prior to placement shall be protected from intrusion of contaminants and erosion. Soil materials shall be covered with a tarpaulin until time of actual use. All stockpiled materials shall be placed on tarpaulin, heavy polyethylene sheeting or other suitable barrier to protect paving surfaces from staining or soiling by stockpiled materials. 1.07 PROJECT CONDITIONS A. Util ities: Determine existing utility locations within planting areas, including lighting, irrigation and drainage. Perform work in a manner that will avoid damage. Hand excavate, as required. B. Waterproofing: Perform work in a manner, which wi ll avoid damage to planter waterproofing membrane, protection board or other structural sealing materials. C. Lifting: Contractor shall be responsible for lifting and placing planting soils and other required materials through exterior means or lifts. D. Environmental Requirements for Soils: 1. Perform both off-site and on-site soil work on ly during suitable weather conditions. Do not work soil when frozen, excessively wet, excessively dry, or in an otherwise unsatisfactory condition. Do not work soil when moisture is so great that excessive compaction will occur or when it is so dry that dust will form in the air or clods will not break readily. 2. If necessary, apply water to bring soil to optimum moisture content for tilling and placement. 3. Do not apply chemicals if wind conditions will cause hazardous drift toward people or property. E. Protection of Amended Soil: 1. Protect amended soils from contamination by fuels, paints, welding, concrete washing, compaction, acid washings and other deleterious or hazardous materials. Correct any damage to soils or plants at no cost to Owner. PART 2 PART 2 -PRODUCTS 2.01 GENERAL A. All planting soil mix materials shall fulfill the specified requirements. B. Samples of individual components of planting soil and amendments in addition to blended planting soil mixes including mulch materials shall be submitted by Contractor to the approved testing laboratory for testing and analysis. Comply with specified material requirements. 1. No base component material for plant mix shall be used until certified test reports by an agricultural chemist have been received and approved by Landscape Arch itect and Soil Scientist. 2. As necessary, make any and all soil mix amendments and resubmit test reports indicating amendments until approved. C. Landscape Architect and Soil Scientist may request additional testing by Contractor for confirmation of mix quality and/or soil mix amendments at any time until completion. 2.02 SOIL MATERIALS AND PRODUCTS D. A Soil Base Component: Base soil material shall be harvested soil stockpiled on site. If insufficient quantities of approved base soil material exist on Project Site, base soil material shall be imported Planting Soil Mix from off-site local source(s) as approved by Landscape Architect or Soil Scientist. Base soil material from off-site shall follow the same testing procedures for acceptance as on-site material. 1. Soil acceptance criteria for soil harvesting: a. General -Harvested soil shall be free of roots, clods, stones larger than 1 inch in the greatest dimension, pockets of coarse sand, noxious weeds, sticks, lumber, nhazardous material, brush and other litter. It shall not be infested with nematodes or other undesirable 1-,ED p,.NOSCAPc '-. ~,._,~~-;.. ,<'EBEJ?J?~S 'l'c,+ $ +-6)v .,,.,... (j <" -JU , (' 350 Camino De La Reina ~ ., ~ Suite 510 ... S•gnoture * San Diego, CA 92108 Ren Oote lc:/31/.?S 619-398-3800 .s-ote 05/10/2~,._ , ---' if/: 0, CAL 1f~ WWW.HED.DESIGN DATE INITIAL DESIGNER OF WORK SHALL ENCIRCLE THE ROOT BALL 2D23-HA042-003 ~2022 ~-lrotion Dote:!20:::lUZ~ A\ disease-causing organisms such as insects and plant pathogens. b. Planting Soil Mix -Soil shall be friable and have sufficient structure in order to give good tilth and aeration to the soil. Soil shall have a field capacity of at least 15 percent on a dry weight basis. c. Gradation Limits -Soil shall be a sandy loam or loam. The definition of soil texture shall be the USDA classification scheme. Gravel over 1/2 inch in diameter shall be less than 10% by weight. d. Permeability Rate -Hydraulic conductivity rate shall be not less than 1 inch per hour or more than 20 inches per hour when tested in accordance with the USDA Handbook Number 60, Method 34b or other approved methods. e. Fertility -Range of the essential elemental concentration in soil shall be as follows: .AMMONIUM BICARBONATE/DTPA EXTRACTION PARTS PER MILLION /MG/KILOGRAM! DRY WEIGKT BASIS . . PHOSPHORUS POTASSIUM IRON MANGANESE ZlNC COPPER BORON MAGNESIUM SODIUM SULFUR MOLYBDENUM 2-40 40 • 220 2-35 0.3 -6 0.6 ·8 0.1 • 5 0.2 • 1 50 • 150 0 • 100 25-500 0.1 ·2 f. Harvested soil shall be amended and conditioned to optimize plant growth. g. Acidity -The soil pH range measured in the saturation extract (Method 21a, USDA Handbook Number60) shall be 6.0-7.9. h. Salinity -The salinity range measured in the saturation extract (Method 3a, USDA Handbook Number 60) shall be 0.5 -2.5 milliohm/cm. i. Chloride -The maximum concentration of soluble chloride in the saturation extract (Method 3a, USDA Handbook Number 60) shall be 150 mg/I (parts per million). j. Boron -The maximum concentration of soluble boron in the saturation extract (Method 3a, USDA Handbook Number 60) shall be 1 mg/I (parts per million). k. Sodium Adsorption Ratio (SAR) -The maximum SAR shall be 3 measured per Method 20b, USDA Handbook Number 60. I. Aluminum -Available aluminum measured with the Ammonium Bicarbonate/DTPA Extraction shall be less than 5 parts per million. m. Soil Organic Matter Content -Sufficient soil organic matter shall be present to impart good physical soil properties, but not so excessive that it causes toxicity or excessive reduction in the volume of soil due to decomposition of organic matter. n. Heavy Metals -The maximum permissible elemental concentration in the soil shall not exceed the following concentrations: AMMONIUM BICARBONATE/DTPA EXTRACTION PARTS PER MILLION (MG/KILOGRAM) DRY WEIGHT BASIS ARSENIC CADMIIUM CHROMIUM COBALT LEAD MERCURY NICKEL SELENIUM SILVER VANADIUM 1 1 10 2 30 1 5 3 0.5 3 o. If the soil pH is between 6 and 7, the maximum perm issible elemental concentration shall be reduced 50%. If the soil pH is less than 6.0, the maximum permissible elemental concentration shall be reduced 75%. No more than 3 metals shall be present at 50% or more of the above values. p. Phytotoxic Constituent, Herbicides, Hydrocarbons etc. -Germination and growth of monocots and dicots shall not be restricted more than 10%. Total petroleum hydrocarbons shall not exceed 50 mg/kg dry soil measured per the modified EPA Method No. 8015. Total aromatic volatile organic hydrocarbons (benzene, toluene, xylene and ethylbenzene) shall not exceed 0.5 mg/kg dry soil measured per EPA Methods No. 8020. APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. II AS BUILT " RCE EXP, DATE 11/14/24 JA City Submittal REVIE\JED BY• 04/07/25 JA City Submittal 05/22/25 JA City Submittal INSPECTOR DATE I ~34T II CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PARKING STALL ADJUSTMENT LOT 75 PLANTING DETAILS I APPROVED: PLANNING ~~/ 1 /zq/z,;-1 D~ BY: JA I LP~~~<i!o~~:3 I DRAWING NO. DATE INITIAL DATE INlllAL CHKD BY: MH REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RV\\t> BY: DEV2Q24-QQ 125 550-5L SHEET 34 Of ...35..SHEETS 2. Soil acceptance criteria for amended soil a. The amended soil will be accepted if it complies with the following requirements. The soil will need to be leached if the concentration of boron exceeds 1 part per million , if the alkalinity is substantially over 8.0 or if the salinity exceeds 2.5 milliohm/cm. b. Fertility -The range of the essential elemental concentration of amended soil shall be as follows: AMMONIUM BICARBONATE/OTPA EXTRACTION PARTS PER MIWON (MG/KILOGRAM) PRY WEIGHT BASIS PHOSPHORUS POTASSIUM IRON MANGANESE ZINC COPPER BORON MAGNESIUM SODIUM SULFUR MOLYBDENUM 10 .40 100 -22(1 5 .35 0.6-6 1 -8 0.3-5 0.2 • 1 50-15Cl D -100 25-500 0.1 • 2 3. Soil Organic Matter Content -About 3% to 5% soil organic matter content shall be present to impart good physical soil properties, but not excessive enough to cause toxicity or cause excessive reduction in the volume of soil due to decomposition of organic matter. 2.03 SOIL AMENDMENT MATERIALS AND PRODUCTS A. Organic ComposUHumus Materials: Organic matter or material of a general humus nature capable of sustaini ng the growth of plants, with no "foreign" matter (i.e. glass, plastic, etc.) or material toxic to plant growth. It shall be free of stones, lumps or similar objects larger than 2 inches in greatest diameter, roots or brush. It shall be weed free. Composts that have been derived from organic wastes that meet the following requirements and are approved by Soil Scientist are acceptable composUhumus sources. ,- 1. Humus material shall have an acid-soluble ash content of no less than 6% and no more than 20%. 2. The pH of the material shall be between 6 and 7.5. 3. The salt content shall be less than 10 milliohm/cm @ 25 degrees C. on a saturated paste extract. 4. Boron content of the saturated extract shall be less than 1.0 parts per million. 5. Silicon content (acid-insoluble ash) shall be less than 50%. 6. Calcium carbonate shall not be present if it is to be applied on alkaline soils. 7. Types of acceptable products are composts, manures, mushroom composts, straw, alfalfa, peat mosses, etc. that are low in salts, low in heavy metals, free from weed seeds, free of pathogens and other deleterious materials. 8. Composted wood products are conditionally acceptable (stable humus must be present). Wood based products that are based on redwood or cedar are not acceptable. 9. Sludge-based materials are not acceptable. 10. Carbon: nitrogen ratio is less than 25: 1. 11. The compost shall be aerobic without malodorous presence of decomposition products. 12. The maximum particle size shall be 0.5 inch, 80% or more shall pass a No. 4 screen for soil amending. 13. Maximum total permissible pollutant concentrations in amendment in parts per million on a dry weight basis: Arsenic 20 Copper 150 Selenium 50 Cadm iu m 15 Lead 200 Silver 10 Chromium 300 Mercury 10 Vanadium 500 Cobalt 50 Molybdenum 60 Zinc 300 Nlckel 100 14. Higher amounts of salinity or boron may be present if the soils are to be pre-leached to reduce the excess or if the plant species will tolerate the I' ·ty d/ b sa in1 an or oron. 2.04 PLANTING SOIL MIXES A. Amended Planting Soil Mix: Provide the following amendments of approved harvested soil or approved imported harvested soil for planting soil. Percentages of components, unless otherwise noted, will be established upon completion of individual tests results for components of the various mixes. 1. Soil base material: a. On-site harvested soil or b. Imported topsoil: 80/20 Custom Topsoil Mix: 1) Manufacturer: Earthworks Soil Amendments, Inc. http://www.ewsa.com/ T:951 782-0260. C. The 80/20 Custom Topsoil Mix to be comprised of 80% sandy loam topsoil and 20% RECYCLED WATER CONNECTION NOTE -Ammonium Sulfate (21-0-0) Potassium Sulfate (0-0-50) Triple Superphosphate •(0-45-0) Gypsum Organic Amendment , 114 pound 113 pound 1'4 pound 1 pound 15% by volume Organic Amendment Mix (WCP33). The organic material can be substituted with a variety of different organic products based on the testing results. 2. Uniformly incorporate amendment ingredients by tilling or by shovel. Organic composUhumus matter shall be maintained moist, not wet, during mixing. a. Mixing of Amendments: As specified by soil testing, add organic composUhumus matter and other soil amendments to soil base material in required proportions and as confirmed by testing. Other amendments shall not be added unless approved to extent and quantity by Landscape Architect or Soil Scientist and additional tests have been conducted to verify type and quantity of amendment is acceptable. 3. Preliminary recommendations are for bid purposes only. The final recommendations are subject to change. a. Homogeneously blend the following materials into clean excavated soil. Remove debris, rocks and foreign material. Remove clods, rock and gravel larger than 1 inch in diameter. Excessive gravel should not be present. Rates are per cubic yard: Ammonium Sulfate (21-0-0) Pohl$slum Sulfate {0•0-50) Triple Superphosphate (0-45.0) Gypsum Organic Amendment 1f4 pound 1/3 pound 1/4 pound 1 pound 15% by volume B. On Structure Soil Mix: Provide the following amendments of approved harvested soil or approved imported harvested soil for planting soil. Percentages of components, unless otherwise noted, will be established upon completion of individual tests results for components of the various mixes. Overall weight not to exceed 110 lbs/cf fully saturated. 1. Soil base material: a. On-site harvested soil or b. Imported topsoil: 80/20 Custom Topsoil Mix 1) Manufacturer: Gail Materials, Inc. http://gailmaterials.neU T: (951) 667-6106. (a) The top 1 foot layer of Planting Soil: The Disney Mix 80/20 Custom Topsoil Mix to be comprised of 80% sandy loam topsoil and 20% Organic Amendment Mix (WCP33). The organic material can be substituted with a variety of different organic products based on the testing results. (b) The soil layer below the top 1 foot of Planting Soil: The Disney Mix without organic amendment Custom Topsoil Mix to be comprised of sandy loam topsoil. 2. Uniformly incorporate amendment ingredients by tilling or by shovel. Organic composUhumus matter shall be maintained moist, not wet, during mixing. a. Mixing of Amendments: As specified by soil testing, add organic composUhumus matter and other soil amendments to soil base material in required proportions and as confirmed by testing. Other amendments shall not be added unless approved to extent and quantity by Landscape Arch itect or Soil Scientist and additional tests have been conducted to verify type and quantity of amendment is acceptable. 3. Preliminary recommendations are for bid purposes only. The final recommendations are subject to change. a. Homogeneously blend the following materials into clean excavated soil. Remove debris, rocks and foreign material. Remove clods, rock and gravel larger than 1 inch in diameter. Excessive gravel should not be present. Rates are per cubic yard: Ammonium Sulfate (21-0-0) ---Potassium Sulfate (0-0-50) T,riple Superphosphate (0~5-0) Gypsum Orgt1nio Amendment 114 pound 113 pound 1/4 pound 1 pound 16% by voh.1m1;? PART 3 -EXECUTION 3.01 SOIL AMENDING A. Based upon Soil Scientist's soil amendment recommendations, Contractor shall submit proposed method to amend the soil for acceptance. Contractor shall submit 1-pound samples of proposed soil amendments to Soil Scientist for acceptance. Each new batch of soil amendments shall be submitted for conformance to the initial approved sample. Amend the stockpiled harvested soi l as approved by Soil Scientist. B. Soil for planting shall be free of rocks over 1 /2 inch in diameter and free of foreign debris, refuse, plants or roots, clods, weeds, sticks, solvents, petroleum products, concrete, base rock, or other deleterious or undesirable and unwanted materials. Soil shall be free of soil-borne diseases and capable of sustaining healthy plant life. PRIOR TO CONNECTION BACK TO RECYCLED WATER A THOROUGH INSPECTION OF ALL OTHER RECYCLED WATER IRRIGATION SYSTEM COMPONENTS SHALL DI GJ ·~RT BE COMPLETED ANO VERIFIED THAT THEY ARE IN ADEQUATE WORKING CONDITION PER CMWO STANDARDS AND REGULATIONS AND DEHQ REGULATIONS -----· ,.,,., ... ,.._ ---RECYCLED WATER COLOR NOTES: T.M. DIAL TOLL FREE I RECYCLED WATER SYSTEM ALL PIPE, SLEEVES AND IRRIGATION COMPONENTS SHALL BE PURPLE IN COLOR PER CITY OF CARLSBAO RECYCLED WATER REQUIREMENTS I • 1-800 -422 -4133 ~ AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ROOT BARRIER NOTE : ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. NO ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL Materials not meeting such requirements shall be removed, includ ing all temporary road bases or pavement already in place. 3.02 ENHANCED SOIL DRAINAGE A. General Planted Areas 1. Soil Conditioning: a. Verify that there is a minimum 9-inch depth of suitable soil in all areas. Add suitable import soil as needed to provide a minimum 9-inch depth of suitable soil. b. Add fertili zers if required to provide for optimum fertility in the top 9 inches. c. For trees or plants requiring nutrients, use TRI-C MYCO TABS: Produect Ll~~r I Ga:lon Ga~on 15 Gallon 24" Box 36" Box 48" Box MyooTabs Enoo-Ecto T abhts 17•►5 NPK ruritnl'I 2 8 28 1 tablet tablets Tablets 16 Tablets 22 Tablets Tablets 34 tablets d. For plants, such as natives, that require no nutrients, use TRI-C MYCO Liner / 1 5 Product 15 Gallon 24" Box 36" Box 48" Box 4" Gallon Gallon Myco Paks Uae Gra nuler 1/2 Pak 1 Pak 3 Paks 8 Paks 12 Paks 18 Paks 22 Paks e. Add soil organic amendments to provide between 3% and 7% soil organic matter in the top 9 inches. minimum 9-inch depth. Reduce the clods to less than 1 inch in diameter. Uniformly blend the fertilizers, if used, and soil organic matter, if used, into the soil. g. Test the soil for acceptance. h. Remove surface and subsurface rocks , gravel, and debris if present in the existing planters. i. Irrigate to provide sufficient soil moisture, but not excessive water. 3.03 PREPARATION OF SUBGRADE A. Examine site and verify that conditions are suitable to receive work and that no defects or errors are present that would cause defective installation of products or cause latent defects in workmanship and function. B. Verify that the locations of utilities, structures and other underground items have been clearly marked and protected. C. Use every possible precaution to prevent damage to existing elements that are to be saved or protected in place. These elements include, but are not limited to utilities, structures, waterproofing components, site furn ishings adjacent to the work. 3 04 PLACEMENT OF STOCKPILED OR IMPORTED TOPSOIL SOIL MIXES: A. Clear the planters of all construction debris, trash, rubble and any foreign material. In the event that fuels, oils, concrete washout silts or other materials harmful to plants have been spilled into the subgrade material, excavate the soil sufficiently to remove the harmful material. B. Do not proceed with the installation of Planting Soil Mix until all utility work in the area has been completely installed. All subsurface drainage systems shall be operational prior to installation of Planting Soil Mix. Test drainage structures and verify working condition. Verify acceptable condition of protection boards and other waterproofing components and notify Landscape Architect of any damage. C. Protect adjacent walls, walks and utilities from damage or staining by the soil. Use 1/2-inch plywood and/or plastic sheeting as directed to cover existing concrete, metal, furnishings and masonry work and other items as directed during the progress of the work. 1. Clean site and remove all trash and any soil or dirt spilled on any paved surface at the end of each work day. 2. Any damage to the paving or architectural work caused by Contractor's work shall be repaired by Contractor at his expense. D. Maintain all silt and sediment control devices required by applicable reg ulations. Provide adequate methods to assure that trucks and other equipment do not track soil from the site onto adjacent property and the public right of way. E. Before proceeding with work, notify Landscape Architect in writing of unsuitable conditions and conflicts. 3.05 FINE GRADING A. After the initial placement and rough grading of the soil, but prior to the start of fine grading, Contractor shall request a review of the rough grading by Landscape Architect. Contractor shall set sufficient grade stakes for checking the finished grades. B. Adjust finish grades to meet field conditions as directed . 1. Provide smooth transitions between slopes of different gradients and direction. 2. f Fill all dips and remove any bumps in the overa I plane o the slope. a. The tolerance for dips and bumps in planting soil areas shall be a ½ inch deviation from the plane in 10 feet. 3. All fine grading shall be observed and approved by Landscape Architect prior to the installation of other items to be placed on the planting soil. 3.06 PLACEMENT OF MULCH A. Place Shredded Wood Mulch as indicated on Drawings, Section 329400 Landscape Planting Accessories and Section 329300 Plants. 3.07 ACCEPTANCE STANDARDS A. Landscape Architect will observe the work upon the request of Contractor. Request for observation shall be received by Landscape Architect at least 10 days prior to the anticipated date of observation. 1-,ED tJ-IOSCAP, \, ~ ~•5'~,i. \\EBt,1>,~-?<'-s, rt'~ ~. "',.>. ~ ''• 6 ./I ~ 350 Camino De La Reina ..., . ""\ ..... Suite 510 i( Signature * San Diego, CA 92108 Ren Oote 12131/~ ) 619-398-3800 ,S' le os/10/2~ ... ,, ---,' .. ~ OF' CAl \f~ WWW.HED.DESIGN DAlE 3.08 CLEANUP AND DISPOSAL A. Upon completion of the soil preparation operations, clean areas within the contract limits. Remove all excess fills, soils and mix stockpiles and legally dispose of all waste materials, trash and debri s. Remove all tools and equipment and provide a clean, clear site. Sweep all paving and other exposed surfaces of dirt and mud. Do not wash until all finished materials are in place. END OF SECTION 329100 11/14/24 JA City Submittal 04/07/25 JA City Submittal 05/22/25 JA City Submittal R\ INITIAL DAlE INITIAL DAlE INITIAL 2023-HA042-003 ©2022 E""lratlon Date:'° 1" I?• DESIGNER ~ WORK REVISION DESCRIPTION OlltER APPROVAL CITY APPROVAL APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP. DATE REVIEWED BY• INSPECTOR DATE I S3E5T 11 CITY OF CARLS BAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: PARKING STA LL ADJ USTMENT LOT 75 PLANTING DETAILS I APPROVED: PLANNING uAM~ 7 /zf /zs-I OWN BY: JA I L~~9lf2'i!o~~~ I DRAWING NO. CHKD BY: MH RV'M> BY: DE:il2Q24-QQl 25 550-5L SHEET 35 OF..3.5..SHEETS