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HomeMy WebLinkAboutDWG 496-1M; SDP 15-23; NORTH COAST MEDICAL PLAZA; 01-27DEPARTMENT OF ENVIRONMENTAL HEALTH AND QUALITY RECYCLED WATER STANDARD PLAN 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 RUNOFF 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 SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS 8 HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10 00 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. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 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 GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS 15. 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 LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE. THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH AND QUALITY 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH AND QUALITY COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW / CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT WILL KAUFMAN AT (303) 770-6055. OR AFTER HOURS CONTACT WILL KAUFMAN AT (720) 308-9931. 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 THIS SITE 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY. AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING. CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BET'WEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 26 THE SITE MUST HAVE AN INITIAL CROSS CONNECTION TEST PRIOR TO CONNECTING TO RECYCLED WATER, FOLLOWED BY CROSS CONNECTION TESTING EVERY 4 YEARS, ALONG WITH ANNUAL SITE INSPECTIONS " "" oa n~ " Ww < -" = 0 0 z w C A R C r " z C > a 0 = - H 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.47771 sea-sci.com T E C T u RECYCLED WATER SYSTEM (PRIVATE) NORTH COAST MEDICAL PLAZA PROJECT-- INSPECTION PROCEDURES 1. 2 3 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 MARKING, INCLUDING PROPER QUICK COUPLERS. 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. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER ANNUAL INSPECTION SHALL INCLUDE A A COMPLETE INSPECTION THAT WILL COVER A - I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. AS-BUil T PLAN REQUIREMENTS CONTRACTOR SHALL PREPARE AS-BUILT "RECORD DRAWINGS" IN ACCORDANCE WITH SPECIFICATION SECTION 02811, PART 1.09 A, INDICATING ALL CHANGES IN THE WORK WHICH CONSTITUTE DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS. THESE DRAWINGS SHALL BE TURNED OVER TO THE LANDSCAPE ARCHITECT AT THE COMPLETION OF THE LANDSCAPE INSTALLATION FINAL AS-BUILT PLANS SHALL BE PREPARED BY THE LANDSCAPE ARCHITECT, BASED ON THE INFORMATION PROVIDED BY THE CONTRACTOR, AND DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND THE ORIGINAL PLANS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. NOTE FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY PLANNING DEPARTMENT AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED BY THE CITY PRIOR TO SECURITIES RELEASE. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE. AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH AND QUALITY IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN. WATER CONSERVATION PLAN, FIRE ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING RLA#4624 FIRM NAME AND ADDRESS· TELEPHONE NUMBER: REGISTRATION NUMBER: EXPIRATION DATE: OWNER NAME AND ADDRESS: TELEPHONE NUMBER: DATE: 09/12/2023 --------- RIDGE LANDSCAPE ARCHITECTS 8841 RESEARCH DRIVE, SUITE 200 IRVINE, CA 92618 (949) 327-1323 4624 JULY 21, 2024 CBRE PROJECT MANAGEMENT 5780 FLEET STREET, SUITE 100 CARLSBAD, CA 92008 (760) 438-8523 DECLARATION OF WATER EFFICIENCY COMPLIANCE I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATION. I HAVE PREPARED THESE PLANS IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER: SIGNED /2~ - TRAVIS EBBEFTTNDSCAPE ARCHITECT R LA #4624 NOTE: DATE: ___ o_e_11_2_12_0_2_3 ___ _ PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES • • • • • • I. IL Carlsbad, California SPECIAL NOTES A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM." A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" EMAIL TO: bp@dugmoredesignstudio.com LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 436-7327 ALL BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RES UL TS MUST BE GIVEN TO THE CITY AND THE WATER DISTRICT CALL (760) 438-2722 TO OBTAIN APPROVED CONTRACT BACKFLOW TESTERS. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE A SEPARATE PERMIT UNDER THE CITY OF CARLSBAD SIGNAGE REVIEW PROCESS 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" SIZE SIGN COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. GUIDELINES FOR RECYCLED WATER USE: 1. 2 3 4 5 6 7, 8 IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THE 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. 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 THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 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 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 EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER: PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 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, 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 "NO TOME EL AGUA" ON THE OTHER SIDE IMPRINTING SHALL BE PERMAMENT AND BLACK IN COLOR: USE TAG 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 VALVE COVER WITH EXISTING VALVE COVER BOLT. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS, 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 BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. 12" X 36" SIZE TYPICAL SIGNS (N,T.S.) 1 WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER S AFTER CONTACTING NOS DESPUES DE USAR .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS In Order to Conserve Water ... RECYCLED WATER IN USE DO NOT ® NO TOME DRINK EL AGUA WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR 18" X 18" SIZE 032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS SITE PALOMAR AIRPORT r>-0 VICINITY MAP SCALE: NOT TO SCALE N EB PROJECT MAP LEGEND SYMBOL DESCRIPTION - - - - -RC - - - -PROPOSED RECYCLED WATER IRRIGATION MAINLINE --- - -RC • - ---"EXISTING" RECYCLED WATER LINE. --W---W--POTABLE WATERLINE It ALL LANDSCAPED AREAS ti AREA OF RECYCLED WATER USE B "EXISTING" RECYCLED WATER IRRIGATION METER * "DO NOT DRINK" RECYCLED WATER SIGN LOCATIONS [gJ BUILDING POTABLE WATER METER BUILDING POTABLE WATER BACKFLOW PREVENTOR Iii,,] DOUBLE CHECK DETECTOR ASSEMBLY RECYCLED AND POTABLE WATER CROSSING SHEET INDEX SHEET TITLE SHEET NO RECYCLED WATER/ TITLE SHEET 1 IRRIGATION PLAN 2-4 IRRIGATION LEGEND 5 IRRIGATION NOTES 6 IRRIGATION CALCULATIONS 7 HYDROZONE DIAGRAM 8 IRRIGATION DETAILS 9 -12 IRRIGATION SPECIFICATIONS 13 -14 HARDSCAPE PLAN 15 -17 HARDSCAPE ENLARGEMENT PLAN 18 HARDSCAPE DETAILS 19 PLANTING PLAN 20 -22 PLANTING DETAILS 23 TREE SHADE DIAGRAM 24 SPECIFICATIONS 25 -27 TOTAL SHEETS 27 ,,,:· ' SCALE: C/',,;,:~c, CLEO WATER SIGN, TYP. . <-;. /1 ·, ISTING IRRIGATION CYCLED yYATER MAINLINE ,. = 90' ® PROJECT MAP 0 C') ~ I 0 0 I (I) ~ a: ..J I C') C\I 0 C\I I J: w C APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. COUNTY OF SAN DIEGO DEPAR™ENT OF ENVIRON ENTAL HEALTH I DIVISION SPECIALIST "AS-BUILT" DATE RLA#---EXP ____ _ REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD t-------1r---+----------------+----+---+-------1r--~I SHE1ETII . PLANNING DIVISION ~=:'....'.;:::=::;::::::=========~ PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: R E 8841 RESEARCH OR SUITE 200 IRVINE· CA 92618 949,387.1323 RIOGElA.COM WATER DISTRICT ID-~-Z3 DAE COUNTY OF SAN DIEGO Environm tal Health and Quality ·ty ivision 10/t/ /tpl3 I D~TE DEVELOPERS NAME: _____________ _ 1----+----+-------------------+----+----+---+---i ADDRESS: NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD TITLE SHEET TELEPHONE: ------I---+---+---------------+--+----+-----<----< I APPROVED:p ..... 1FC}, "" . PLANNING ~ DATE DA TE PLAN PREPARED: DATE INITIAL BY: __________________ _ DESIGNER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL DRWN BY· SWK OTHER APPROVAL CITY APPROVAL CHKD BY: SWK PROJECT NO. SOP 15-23 LPC2023-0007 DRAWING NO, 496-1 M EXISTING IRRIGATION TO REMAIN. IF DAMAGED. REPAIR OR REPLACE, TYP CONTRACTOR SHALL BE RESPONSIBLE FOR MODIFICATION AND REPAIR OF EXISTING IRRIGATION. EXISTING IRRIGATION SHALL BE ADJUSTED TO PROVIDE COMPLETE HEAD TO HEAD COVERAGE WITH NO PONDING. RUNOFF OR OVERSPRAY. CONTROLLER LOCATION REFER TO CONTROLLER NOTE (#2) BELOW NOTE CONTRACTOR SHALL COORDINATE CENTRAL CONTROL COMMUNICATION CONNECTION AND PROGRAMING OF THE LOCAL STATIC IP ADDRESS FOR CENTRAL CONTROL COMMUNICATION. TEMPORARY POTABLE WATER HIGH LINE WATER FEED. TEMPORARY POTABLE WATER P O C I , l ' t J; \ I , I ' .i 1 l • ' l \ \ ,,--.., °'-._l '----;:,a--LINED FLOW-THROUGH PLANTER/ BIOFIL TRATION SYSTEM WITH TREATMENT AND FLOW CONTROL PER CIVIL ENGINEER'S PLANS i·() {I) 4" MAINLINE SLEEVE r rim~ ( I J 2" WIRE SLEEVE .ti~ \ (0 II/ BUILDING POTABLE WATER METER AND RIP BACKFLOW DEVICE POTABLE WATER BUILDING CONNECTION B8 1,5" --... 17 GPM 30 PSI. I I l~ - i :JN l I I I I I I I I MW D 2392' .64 A,R. I' I ,/ I I 85 10 GPM LW 1435' I I: I. II 810 1" 22 GPM 30 PSI. Bl I 1.5" 18 GPM 30 PSI. 812 1.5" 24 GPM 30 PSI. B13 1 " 9 GPM 30 PSI, MW D 11, I i I i 1 ' I: I ~ I I. < • I . I I MW s MW D MW s 1260' ,64 A.R, :.1 1071' 1.6 A.R. 2458' ,64 A.R. 758' 1.6 A.R. 1 I, I. r ni'vl 7 li7~ I r I I I I I I I 30 PSI. D ,64 A.R, I' \ \ B7 I " 10 GPM 30 PSI. \ MW D \ 1383' ,64 A.R. \ B6 1 - , 7 GPM 30 PSI. LW B TREE 1.8 A,R, BYPASS TEE FOR BUILDING RECYCLED WATER CROSS CONNECTION TESTING. COORDINATE WITH GENERAL CONTRACTOR INSTALLATION AND EXACT LOCATION. -~SEE DETAIL W-35 (DD) SHEET 19. 1~---.1 ! :J -, FIRELINE BUILDING CONNECTION ~ 'i I j i 3/4' A 3/4' I T J/4' ~ (_ -_( -_,/ 0 J/4" 0. --~-,.....,._ ~ ~--.<..:... -. .....t. - MAINLINE AND VALVE LOCATIONS ARE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY. VERIFY EXACT LOCATION IN FIELD PRIOR TO INSTALLATION. REFER TO IRRIGATION PIPE AND EQUIPMENT LOCATION NOTES. PHASE II NEW MEDICAL OFFICE BUILDING 49,942 SF I' ---::::~ LINED FLOW-THROUGH PLANTER/ -BIOFILTRATION SYSTEM WITH TREATMENT AND FLOW CONTROL PER CIVIL ENGINEER'S PLANS l I ·'· I r .. : .. ; r--1 ' ! , ' l!Y/ : I 1, I . I Bl 10 GPM LW 1428' I" 30 PSI. 0 .64 A.R, leil I \ '· I I I I 3/4' 1 1 I : I I I I ,· I I i . I I ,I : I ;y,· I :, ·I. I I : I :. ! I I. I I . • I < . I .1 11/2 ~, I j I i1 I :I I . II 11 . I . : I I 11 , I 3/4" I 11/2 11 .. I I I f I. l I I: ~ ; I ~ I I 1:1 t: I I I I.I :I. I I I: I I ~=,,-;<:s~i ;::D" ~t;:.:.' ;'+. :_.'-'- 3/4' ': I 1 . j 1 1 1 . I l I. I. I. I ;( • I. I I I. ' 1, I I I I : 13/4' I I I :11 I . . I . 11: I: I I 11 : I I • I: 11 \ I I I I I "DESIGNATED OUTDOOR EATING /4 1 • 1 • 3/4' I I I AREAS SHALL BE PROTECTED "DESIGNATED OUTDOOR EATING 1 : AGAINST CONTACT WITH RECYCLED AREAS SHALL BE PROTECTED l!VI 1 • 1 1 1 I , WATER, SPRAY MIST OR RUNOFF" AGAINST CONTACT WITH RECYCLED /I 1 '\ '1 1 Ii I j l ' • WATER, SPRAY MIST OR RUNOFF" 1' i' I. , 'i 1,. 1 1: '------... @,---pj .i 1. 1 l XISTING 25' ti,' 1 11 >'~' I !I I-~== ~-= ~-= ~=-~=1 =~~~-=~ Si?~ -~' -~ -:'.I-',..'_,' .,,,_--"CC'C~c:!1="~""£:"-N:.CT_,,,_ ~ i'5'=2c2'1\ll"1:i'1f1=2·,s•==~~J ;~~ :.~ ::~ :_--:,-~':~~;:_"2J i ~J/1' ~ o~;;fgR ,. 1 1, \ 1· --:c -vrl , , : '1 1111; t()i'li lj •• / I ---@---,' ------, • (, f @===,;.=j11;1:il ii I r~ .. , ... ,·I1 _. J I -rm_; 3/4"; (j 3/l v 11/ 11\1•· l 2222-2222221 11/4' ..., i· v \-J/4" 7 -r ----~ ~ if \ i' 1 \ EXISTING 30' , 11/4' ' I I I )t 11/4' ' 11/4' j2il ~ ~ = = ~t· ,;,,, ! : I:;: I : : I I I I I -cp I I I ® ® / 814 3 GPM LW TREE B15 --L!.J ', 21 GPM I\_J ~ I MW 2992' 1 - 30 PSI. B 1.8 A.R . 1.5" 30 PSI. D ,64 A,R, . / PROPERTY LINE, / TYPICAL ~XISTING ON-SITE RECYCLED WATER LINE EXISTING 14' , TRAIL ·.~EASEMENT ' CONTRACTOR SHALL BE RESPONSIBLE FOR MODIFICATION AND REPAIR OF EXISTING IRRIGATION. EXISTING IRRIGATION SHALL BE ADJUSTED TO PROVIDE COMPLETE HEAD TO HEAD COVERAGE WITH NO PONDING, RUNOFF OR OVERSPRAY ;~XISTING ON-sI· ! RECYCLED WAT j LOCATION WITH DISTRICT APPROVED TEMPORARY RIP BACKFLOW DEVICE FOR HIGH LINE WATER FEED. VERIFY EXACT HYDRANT LOCATION IN FIELD WITH DISTRICT. (FOR CONSTRUCTION USE ONLY) I '1 ' ,'; \ i EASEMENT , 3/~ / s: 3/4'" l/4'/ 1'.'f" I. 11/4'/ l/l'.1:,1:? • 1 i \ = = = s --1:: =J ✓ I '1; ' ; : ; I I ] ! I 1, ' ....... ~tIW ~ -~ 1 \ •• _. _ c.-' , · 1 · 1 · EXISTING S(!;'t:' j 1i I ii FIRE DETECTOR CHECK / \ ~ 11 i i iii 1 l ',. DRAINAGE EASE!AtiNT I 1.} TREE BUBBLERS AND LATERAL LINES ARE B4 I" 1. , .. : 1 1 I ,, '! fT, 1;11 1 /POTABLE SHOWNWITHINPAVINGFORDRAWING 15 GPM 30 PSI. POTABLE ,,~.V:'. • ; CITY NOTE: ' l '' 1 11i WATERLINE CLARITYONLY,ACTUALLOCATIONTOBE MW, S /, WATERLINE 1:1.11 , , Ss t:' ! 1.,:,. WITHIN PLANTER ALIGNED WITH TREES. 700 1,6 A.R, • __ _ _ l;.:. [9L : : MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEH. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEH. -~~-------~~--~----------~----------------------------------------~--------------------------------------------------~----·~---------- IRRIGATION VALVE CALLOUT CONTROLLER LETTER I VALVE NUMBER -82 1.5" -VALVE SIZE GALLONS PER MINUTE G.P.M. -r-ccl6c=G"'P~Mcr3~0~PS~I, -OPERATING PRESSURE (P.S.I.) NOTE: CONTRACTOR SHALL VERIFY IN FIELD LOCATION OF ALL EXISTING IRRIGATION VALVES AND SPRAY HEADS AND EQUIPMENT TO REMAIN. CONTRACTOR MAY REUSE ANY IRRIGATION EQUIPMENT THAT IS IN GOOD WORKING CONDITION AND REPLACE ANY DAMAGED EQUIPMENT VERIFY WITH OWNER'S AUTHORIZED REPRESENTATIVE ANY EQUIPMENT TO BE REUSED PRIOR TO INSTALLATION. HYDROZONE PLANT FACTOR -LW D -IRRIGATION TYPE & (IE) EFFICIENCY· SEE LANDSCAPE HYDROZONE AREA-2000' .64 A.R. VALVE HYDROZONE LEGEND (BELOW) NOTE PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES NOTE OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST, OR RUNOFF. ALL IRRIGATION LAYOUT HAS BEEN DESIGNED TO MINIMIZE OVERSPRAY ONTO ALL HARDSCAPE AND EATING AREAS, TYPICAL. CONTRACTOR SHALL VERIFY ALL SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. THERE ARE NO OUTDOOR DRINKING FOUNTAINS ON THIS SITE. SQUARE FOOTAGE APPLICATION RATE IN INCHES PER HOUR 0 10 HYDROZONELEGEND Plant Factor (Water Use) -from WUCOLS Selected based on type of plants in hydrozones: VLW; 0 1 • Very Low Water Use Plants LW; 0.1 -0.3 -Low Water Use Plants MW; 04. O 6. Moderate Water Use Plan1s HW; 0.7. 0.9. High Water Use Plants " ,N mo o" ,- Ww s - " I 0 0 z w C r " - 60 z 0 20 40 > a 0 I SCALE AND NORTH - IE -Irrigation Efficiency S; Spray .72 M ; Micro Spray .80 R; Rotor .72 B ; Bubbler . 75 D; Drip .80 A R C 1 2. H MATCHLINE -SEE SHEET 3 IRRIGATION PIPE AND EQUIPMENT LOCATION NOTES ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE THAT ARE SHOWN IN PAVING IS FOR DRAWING CLARITY ONLY ALL EQUIPMENT SHALL BE INSTALLED WITHIN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. MAINLINE AND VALVE LOCATIONS SHOWN ON THIS DRAWING ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE THE LANDSCAPE CONTRACTOR SHALL STAKE ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW AND APPROVAL. FINAL LOCATION AND 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 REVISION AT NO CHARGE. EXISTING CONTROLLER NOTES CONTROLLER NOTE #2: EXISTING CONTROLLER LOCATED AT THIS APPROXIMATE LOCATION SHALL BE REPLACED WITH A NEW ("ET" SMART) WEATHER BASED CONTROLLER, INSTALLED WITHIN STAINLESS STEEL ENCLOSURE WITH RELATED EQUIPMENT, SEE LEGEND FOR SIZE AND TYPE. ALL EXISTING AND NEW PROPOSED CONTROL VALVES SHALL BE CONNECTED TO THE NEW CONTROLLER AND VERIFY PROPER OPERATION. VALVE NUMBERS SHOWN SHALL BE ADJUSTED AS REQUIRED TO UTILIZE THE AVAILABLE OPEN CONTROLLER STATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING OF IRRIGATION CONTROL WIRES TO NEW CONTROLLER AND MAKING ALL NECESSARY CONNECTIONS. CONTRACTOR SHALL PROVIDE SLEEVING BELOW ALL PAVING BETWEEN EXISTING PLANTER AREAS AND BELOW EXISTING WALKS, AS REQUIRED TO ROUTE CONTROL WIRES TO CONTROLLER VERIFY ALL SITE CONDITIONS AND LAYOUT IN FIELD PRIOR TO BIDDING AND COMMENCING WORK. KEYMAP NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" DATE RLA#---EXP _____ _ MAINTENANCE RESPONSIBLITY THERE ARE NO WELLS OR DRINKING FOUNTAINS ON THIS SITE. OUTDOOR EATING AREAS ARE NOTED ON THE PLANS AND ARE TO BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST OR RUNOFF. REVIEWED BY: 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 I sea-sci.com T E C T u R E ALL PROJECT LANDSCAPE WILL BE MAINATINED BY OWNER. 8841 RESEARCH DR SUITE 200 IRVINE· CA 92618 949.387,1323 RIDGELHOM INSPECTOR DATE 1----1----1----------------t----t---t---i-----1 I SH~ET 11 ;::L=A=N=Ds=c=A'-'P=E=IM=P=R=o=vE:::M=E=N==T=P:::L=A=N==s=F:::O::::R==========: CITY OF CARLSBAD PLANNING DIVISION NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD IRRIGATION PLAN I APPROVED:x:, 4 Cl •.. ,-1/25/13 ~=====t====!================================~=====~====~=====~===~ '.::P=L=A=N=N=IN=G===:;-;:::==~======~=DA=T=E===: DA TE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DRWN BY: __ _ CHKD BY: SWK PROJECT NO. SOP 15-23 LPC2023-0007 DRAWING NO. 496-1M 0 0 0 0 PROPERTY LINE/ RIGHT-OF-WAY LINE, TYPICAL 0 <( 0 0:: ~ 0 0... 0:: -<( 0:: <( ~ 0 ...J <( 0... IRRIGATION CONSTRUCTION NOTES MAINLINE CONNECTION NOTE: \ \ I \ I I CONTRACTOR SHALL CONNECT PROPOSED NEW IRRIGATION MAINLINE TO THE EXISTING IRRIGATION SYSTEM LOCATED IN THIS APPROXIMATE LOCATION AFTER SUCCESSFUL COMPLETION OF CROSS CONNECTION TEST CONTRACTOR SHALL VERIFY ACTUAL EXISTING IRRIGATION MAINLINE LOCATION IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK CONTRACTOR SHALL REFER TO IRRIGATION AS-BUIL TS FOR EXISTING IRRIGATION SYSTEM LAYOUT. CONTRACTOR SHALL VERIFY ALL IRRIGATION CONNECTION AND DISCONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK CUT AND CAP EXISTING LATERAL LINE NOTE: CONTRACTOR SHALL CUT AND CAP OFF EXISTING LATERAL LINE IRRIGATION SYSTEM AS REQUIRED SYSTEM SHALL PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL VERIFY ALL IRRIGATION DISCONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK 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. 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. 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. 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 THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND COMMENCING WORK. SPARE WIRE NOTE: PROVIDE AND INSTALL SEVEN (7) SPARE CONTROL WIRES FROM AUTOMATIC CONTROLLER TO THIS APPROXIMATE LOCATION. TERMINATE SPARE WIRES IN PLASTIC RECTANGULAR VALVE BOX. SPARE WIRES SHALL BE A DIFFERENT COLOR THAN REMOTE CONTROL VALVE WIRES. LABEL WIRES "SPARE" AT BOTH ENDS. I I, l 1 1 : I l > (./) 1 L '_1._ 1 I '. I I I 11 11 I I i I I ; I I I > u;' L u...1 I I, l . c., /l '.J \ \ PHASE I -WEST EXISTING OFFICE BUILDING 49,479 SF (NOT A PART OF THIS PROJECT) I I I I I L ! I -~ ...... -------~· i .c,w -~ ~-"~ EXISTING 25' WATER EASEMENT ' :YEXISTING I 14 • , ! TRAIL I-) ,11-Jl---,--,l,f',-: EA=S'-=£"-M-=E.'-"N-'-T I I I I I I I ) I I 0 cD / PROPERTY LINE, / TYPICAL CONTRACTOR SHALL BE RESPONSIBLE FOR MODIFICATION AND REPAIR OF EXISTING IRRIGATION EXISTING IRRIGATION SHALL BE ADJUSTED TO PROVIDE COMPLETE HEAD TO HEAD COVERAGE WITH NO PONDING, RUNOFF OR OVERSPRAY. Ii I I > rJ) J :::::: LL l j 1:, \ 11 ' FIRE DETECTOR CHECK :_ ,.,_ i I POTABLE~ WATERLINE i !~XISTING ON-SITE 111 ·-.,. i ; uoi ~-EXISTING BUILDING POTABLE ,~~/ ~ •• ·-· -,. -..... ,,. .. J 2 0 ; WATER METER AND R/P Kl I.. II \I : BACKFLOW DEVICE <;:, f}S it I I i ~ ';;: ,::§ >.ni 0~1:1 ··~. !JiQ'."l~; 0 45 I I 4> ~1: ---~ .y ', I \ RECYCLED WATER LINE ' ' i~f:r;-; (J) -I I I -~~~-------------------------------------------------------------------------------------------------------·--------------------- 0 IRRIGATION VALVE CALLOUT CONTROLLER LETTER/ VALVE NUMBER -82 1,5" -VALVE SIZE GALLONS PER MINUTE G.P.M. -16 GPM 30 PSL -OPERATING PRESSURE (P.S I) HYDROZONE PLANT FACTOR -f--c""LW'c-c-1-c-c~D~ -IRRIGATION TYPE & (IE) EFFICIENCY -SEE LANDSCAPE HYDROZONE AREA -2000' ,64 A,R. VALVE HYDROZONE LEGEND (BELOW) SQUARE FOOTAGE I APPLICATION RATE IN INCHES PER HOUR HYDROZONELEGEND Plant Factor (Water Use) -from WUCOLS Selected based on type of plants in hydrozones VLW O 0.1 -Very Low Water Use Plants LW = 0.1 -0.3 -Low Water Use Plants MW:;; 0.4 -0.6 -Moderate Water Use Plants HW = 0 7 -0.9 -High Water Use Plants IE -Irrigation Efficiency S = Spray 72 M = Micro Spray .80 R = Rotor .72 B O Bubbler .75 D = Drip .80 THERE ARE NO WELLS OR DRINKING FOUNTAINS ON THIS SITE. OUTDOOR EATING AREAS ARE NOTED ON THE PLANS AND ARE TO BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST OR RUNOFF. MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAINATINED BY OWNER 1 ' 2 MATCHLINE -SEE SHEET 4 IRRIGATION PIPE AND EQUIPMENT LOCATION NOTES ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE THAT ARE SHOWN IN PAVING IS FOR DRAWING CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN LANDSCAPED AREA NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. MAINLINE AND VALVE LOCATIONS SHOWN ON THIS DRAWING ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE THE LANDSCAPE CONTRACTOR SHALL STAKE ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW AND APPROVAL FINAL LOCATION AND 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 REVISION AT NO CHARGE NOTE: PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. NOTE OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST. OR RUNOFF. ALL IRRIGATION LAYOUT HAS BEEN DESIGNED TO MINIMIZE OVERSPRAY ONTO ALL HARDSCAPE AND EATING AREAS, TYPICAL. CONTRACTOR SHALL VERIFY ALL SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. THERE ARE NO OUTDOOR DRINKING FOUNTAINS ON THIS SITE. CITY NOTE MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEH. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEH. NOTE: CONTRACTOR SHALL VERIFY IN FIELD LOCATION OF ALL EXISTING IRRIGATION VALVES AND SPRAY HEADS AND EQUIPMENT TO REMAIN. CONTRACTOR MAY REUSE ANY IRRIGATION EQUIPMENT THAT IS IN GOOD WORKING CONDITION AND REPLACE ANY DAMAGED EQUIPMENT VERIFY WITH OWNER'S AUTHORIZED REPRESENTATIVE ANY EQUIPMENT TO BE REUSED PRIOR TO INSTALLATION. KEYMAP NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUil T" DATE RLA#---EXP, ___ _ REVIEWED BY: INSPECTOR DATE 1------l---+-----------------+----+--+----l--~I SH~ETII ~=='-'================='. CITY OF CARLSBAD PLANNING DIVISION " 4N ., 0 ON .- "" < -4 I 0 a z " C A R C C H " - 10 20 40 60 z 0 > " SCALE AND NORTH 0 I .. 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.47771 sca-sd.com T E C T u R E 8841 RESEARCH DR SUITE 200 IRVINE· CA 92618 949.387.1323 RIDGHA.COM DATE INITIAL DESIGNER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD IRRIGATION PLAN APPROVED: :!ilz~li~ PLANNING DATE ORWN BY: PROJECT NO. DRAWING NO. SOP 15-23 CHKD BY: SWK LPC2023-0007 496-1 M I ,, ,, _; ' -" ~ 0 0.. ~ -<( ~ <( ~ 0 _j <( 0.. --(/) l 1 I NOTE: PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANTS AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS. WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. NOTE OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST, OR RUNOFF. ALL IRRIGATION LAYOUT HAS BEEN DESIGNED TO MINIMIZE OVERSPRAY ONTO ALL HARDSCAPE AND EATING AREAS, TYPICAL CONTRACTOR SHALL VERIFY ALL SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK THERE ARE NO OUTDOOR DRINKING FOUNTAINS ON THIS SITE. 0 0 G) 0 0 IRRIGATION CONSTRUCTION NOTES MAINLINE CONNECTION NOTE: CONTRACTOR SHALL CONNECT PROPOSED NEW IRRIGATION MAINLINE TO THE EXISTING IRRIGATION SYSTEM LOCATED IN THIS APPROXIMATE LOCATION AFTER SUCCESSFUL COMPLETION OF CROSS CONNECTION TEST CONTRACTOR SHALL VERIFY ACTUAL EXISTING IRRIGATION MAINLINE LOCATION IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REFER TO IRRIGATION AS-BUILTS FOR EXISTING IRR IGATION SYSTEM LAYOUT CONTRACTOR SHALL VERIFY ALL IRRIGATION CONNECTION AND DISCONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CUT AND CAP EXISTING LATERAL LINE NOTE: CONTRACTOR SHALL CUT AND CAP OFF EXISTING LATERAL LINE IRRIGATION SYSTEM AS REQUIRED. SYSTEM SHALL PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL VERIFY ALL IRRIGATION DISCONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK TRENCHING IN VICINITY OF EXISTING TREES WHENEVER ROOTS OF EXISTING TREES ARE ENCO UNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DD 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. ND MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TD SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL. 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. BUILDING IRRIGATION OFFSET NOTE: ALL IRRIGATION (SPRAY OR DRIP) ADJACENT TD BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATER / OVERSPRAY ONTO BUILDING OR WINDOWS. 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 IM PROVEMENTS. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IR RIGATION 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 THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND COMMENCING WORK. SPARE WIRE NOTE: PROVIDE AND INSTALL SEVEN (7) SPARE CONTROL WIR ES FROM AUTOMATIC CONTROLLER TO THIS APPROXIMATE LOCATION . TERMINATE SPARE WIRES IN PLASTIC RECTANGULAR VALVE BOX. SPARE WIRES SHALL BE A DIFFERENT COLOR THAN REMOTE CONTROL VALVE WIRES. LABEL WIRES "SPARE" AT BOTH ENDS. 0 10 HIDDEN VALLEY ROAD CITY NOTE MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEH. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEH. EXISTING RECYCLED WATER IRRIGATION METER LOCATION NOTE REFER TO PO C NOTE (#1) BELOW NOTE: CONTRACTOR SHALL VERIFY IN FIELD LOCATION OF ALL EXISTING IRRIGATION VALVES AND SPRAY HEADS AND EQUIPMENT TO REMAIN. CONTRACTOR MAY REUSE ANY IRRIGATION EQUIPMENT THAT IS IN GOOD WORKING CONDITION AND REPLACE ANY DAMAGED EQUIPMENT VERIFY WITH OWNER'S AUTHORIZED REPRESENTATIVE ANY EQUIPMENT TO BE REUSED PRIOR TO INSTALLATION. ALL MAINLINES SHALL BE LOCATED OUTSIDE TH E STREET RIGHT-OF-WAY. IRRIGATION VALVE CALLOUT 82 1,5" -VALVE SIZE CONTROLLER LETTER / VALVE NUMBER - GALLONS PER MINUTE G.P.M . - HYDROZONE PLANT FACTOR - LANDSCAPE HYDROZONE AREA - SQUARE FOOTAGE 16 GPM 30 PSI. - OPERATING PRESSURE (P.S.I.) LW D -IRRIGATION TYPE & (IE) EFFICIENCY -SEE 2000' .64 A.R. VALVE HYDROZONE LEGEND (B ELOW) 1 APPLICATION RATE IN INCHES PER HOUR HYDROZONELEGEND Plant Factor (Water Use) - f10m WUCOLS Selected based on type of plants in hydrozones· VLW = 0.1 -Very Low Water Use Plants LW = 0.1 -0.3 -Low Water Use Plants MW= 04 -0.6 -Moderate Water Use Plants HW = 0 7 - 0 9 -High Water Use Plants IRRIGATION PIPE AND EQUIPMENT LOCATION NOTES JE -Irrigation Efficiency S = Spray .72 M = Micro Spray 80 R = Rotor .72 B = Bubbler .75 D = Drip 80 1. ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE THAT ARE SHOWN IN PAVING IS FOR DRAWING CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN LANDSCAPED AREA NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE 2. MAINLINE AND VALVE LOCATIONS SHOWN ON THIS DRAWING ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE ALL IRRIGATION APPURTENANCE LOCATION FDR REVIEW AND APPROVAL. FINAL LOCATION AND 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 TD MAKE OWNER DIRECTED REVISION AT NO CHARGE. EXISTING P.O.C. / WATER METER NOTES P.O.C. NOTE #1: POINT OF CONNECTION SHALL BE AN EXISTING 1" RECYCLED WATER IRR IGATION METER: VERIFY THE ACTUAL LOCATION, SIZE ANO 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 PDC 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 ND ADDITIONAL COST TD THE OWNER. (EXISTING) RECYCLED WATER METER INFORMATION ADDRESS PALOMAR AIRPORT ROAD CARLSBAD, CA METER SIZE STATIC PRESSURE SYSTEM DESIGN PRESSURE MAXIMUM SYSTEM DEMAND REVISED LANDSCAPE AREA WATER PURVEYOR: CARLSBAD MUNICIPAL WATER DISTRICT PH# 760-438-2722 EXT. 7153 1" 141 PSI. 67 PSI. 24 GPM 21,736 SQ FT /' I I I I ' 1 j ' @ I I I ¢ <t> I 1 :-' V'\ , .. ,_ ' J<'" .-.,,,,.J ,., ! • '•c I ,,'- I ! i 1 ! i ! I ! i ! J i i , ' f THERE ARE NO WELLS OR DRINKING FOUNTAINS ON THIS SITE. OUTDOOR EATING AREAS ARE NOTED ON THE PLANS AND ARE TO BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST OR RUNOFF. MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAINATINED BY OWNER CONTRACTOR SHALL BE RESPONSIBLE FOR MODIFICATION AN D REPAIR OF EXISTING IRRIGATION. EXISTING IRRIGATION SHALL BE ADJUSTED TO PROVIDE COMPLETE HEAD TO HEAD COVERAGE WITH NO PONDING, RUNOFF OR OVERSPRAY / PROPERTY LINE, / TYP ICAL ' ;• i .: ! \ . KEYMAP NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BU IL T" DATE RLA#---EXP, ___ _ REVIEWED BY: INSPECTOR DATE 1-------J---1--------- -----+----l-----+-----l--ll sH4EETII. __ c_1T_Y--'--=O=F=C-=-A=R=L=s_s_A_o _ __J _ PLANNING DIVISION " C N m o 0~ " Ww < - " C 0 z w C A R C r " 20 40 60 z C ► " SCALE AND NORTH C " - H 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 I sea-sci.com T E C T u R E 8841 RESEARCH DR SUITE 20D IRVINE· CA 92618 949.387.1323 RIDGE LA.COM l----11----+---------------__jl----+---+----1-----1 LANDSCAPE IMPROVEMENT PLANS FOR: DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD APPROVED: PLANNING DRWN BY: __ _ CHKD BY: SWK IRRIGATION PLAN PROJECT NO. SOP 15-23 LPC2023-0007 DATE DRAWING NO. 496-1M IRRIGATION PIPE & WIRE LEGEND SYMBOL MANUFACTURE I MODEL NO I DESCRIPTION DETAIL SHEET NON-PRESSURE LATERAL LINE (314" -2") SCH. 40 PURPLE "RECYCLED WATER" PVC PIPE WITH WORDS X 11 "RECYCLED WATER-DO NOT DRINK" INSTALLED 12" BELOW GRADE. PRESSURE MAINLINE (1-1 12" AND SMALLER USE SCH 40) (2" AND LARGER USE CLASS 315) PURPLE X 11 ------"RECYCLED WATER" PVC PIPE WITH WORDS "RECYCLED WATER-DO NOT DRINK" INSTALLED 18" BELOW GRADE. INSTALL WITH 3" WIDE "RECYCLED WATER" METALLIC DETECTABLE WARNING TAPES. T CHRISTY -TA-DT-3-PRW, 3" WIDE DETECTABLE PURPLE "RECYCLED WATER" METALLIC BACKED X, Y, Z 11 NO SYMBOL UNDERGROUND WARNING TAPE. INSTALL WARNING TAPE CONTINUOUSLY ALONG MAINLINE 12 ROUTING, ONE (1) LOCATED IMMEDIATELY ON TOP OF MAINLINE ATTACHED EVERY 5' AND ONE (1) LOCATED 12" ABOVE MAINLINE -E:~,,_,,, ... ~2s-PIPE SLEEVE -PURPLE "RECYCLED WATER" SCH 40 PVC PIPE WITH WORDS "RECYCLED WATER-DO Y,Z 12 NOT DRINK". EXTEND 12" BEYOND EDGE OF HARDSCAPE. SLEEVE SHALL BE MINIMUM TWICE THE --DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. MINIMUM 2" SIZE. WIRE SLEEVE - "PURPLE" SCH 40 PVC PIPE EXTEND 12" BEYOND EDGE OF HARDSCAPE. SLEEVE SHALL y 12 ' BE MINIMUM TWICE THE DIAMETER OF WIRE BUNDLE CARRIED, MINIMUM 2" SIZE. NO SYMBOL IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (UL. APPROVED) Y,AA 12 NO SYMBOL 3M -DBRIY-6 DIRECT BURIAL WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS AA 12 AS APPROVED -SPARE CONTROL WIRES. INSTALL MINIMUM, ONE (1) COMMON AND FIVE (5) ADDITIONAL BB 12 ® SPARE CONTROL WIRES WITH 36" MINIMUM LENGTH EXPANSION WIRE LOOP FOR ALL WIRES. INSTALL WIRES WITHIN 10" ROUND PLASTIC VALVE BOX AND LABEL LID "SW'. SPARE WIRES SHALL BE A DIFFERENT COLOR THAN REMOTE CONTROL VALVE WIRES. LABEL WIRES "SPARE" AT BOTH ENDS. RECYCLED WATER IRRIGATION LEGEND SYMBOL MANUFACTURE I MODEL NO. I DESCRIPTION DETAIL SHEET ~j RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER PER THE CARLSBAD cc 12 MUNICIPAL WATER DISTRICT AND SAN DIEGO (DEH) WATER RECYCLING REQUIREMENTS NO SYMBOL AS APPROVED -CONTROLLER SHALL HAVE RECYCLED WATER PLACARD INSTALLED AS REQUIRED. NO SYMBOL T CHRISTY'S -(PURPLE) "RECYCLED WATER" VALVE 1.0. TAG INSTALL WITHIN EACH VALVE BOX TYP NO SYMBOL AS APPROVED -ALL VALVE BOXES SHALL BE (PURPLE) "RECYCLED WATER" AND MARKED AS REQUIRED FOR RECYCLED WATER USE. NOTE ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE RECLAIMED WATER IRRIGATION SYSTEM REQUIREMENTS SET FOR BY SAN DIEGO ENVIRONMENTAL HEALTH AND CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. POTABLE WATER WATER LEGEND SYMBOL MANUFACTURE I MODEL NO. I DESCRIPTION DETAIL SHEET CD AS APPROVED-BYPASS TEE FOR BUILDING RECYCLED WATER CROSS CONNECTION TEST STATION DD 12 AS APPROVED-TEMPORARY POTABLE WATER METER OBTAINED FROM THE DISTRICT AND LOCATED EE 12 ® AT A DISTRICT APPROVED POTABLE WATER SOURCE WITH A DISTRICT APPROVED TEMPORARY RIP BACKFLOW DEVICE INSTALLED IMMEDIATELY DOWNSTREAM OF THE TEMPORARY WATER METER. AS APPROVED -TEMPORARY POTABLE WATER PVC PIPE HIGH LINE WATER FEED TO SUPPLY THE EE 12 -HL-PROPOSED RECYCLED WATER IRRIGATION SYSTEM DURING CONSTRUCTION AND TESTING PERIOD NOTE NO PURPLE COLORED PIPING OR APPURTENANCES SHALL BE CONNECTED TO ANY POTABLE WATER SOURCE liiiii.J AS APPROVED -FIRE SERVICE DOUBLE DETECTOR CHECK, PER CIVIL ENGINEER'S SHEETS. F AS APPROVED -FIRE LINE, PER CIVIL ENGINEER'S SHEETS w---AS APPROVED-POTABLE WATERLINE, PER CIVIL ENGINEER'S SHEETS. @e AS APPROVED -BUILDING POTABLE WATER METER AND RIP BACKFLOW DEVICE PER CIVIL ENGINEER'S SHEETS -AS APPROVED -FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS EXISTING EQUIPMENT LEGEND SYMBOL MANUFACTURE I MODEL NO. I DESCRIPTION ® (EXISTING) 1" RECYCLED WATER IRRIGATION METER. VERIFY SIZE , LOCATION , AND STATIC WATER PRESSURE IN FIELD. [BE] (EXISTING) 1-112" FEBCO RIP BACKFLOW PREVENTION ASSEMBLY WITH PRESSURE REGULATOR VERIFY EXACT LOCATION IN FIELD AND HAVE TESTED BY DISTRICT APPROVED BACKFLOW ASSEMBLY TECHNICIAN FOR CERTIFICATION, REPAIR OR REPLACE IF DAMAGED [Z] (EXISTING) CONTROLLER TO BE REPLACED WITH NEW "ET' WEATHER BASED SMART CONTROLLER. ----:JI:-- - CONNECTION OF NEW MAINLINE TO EXISTING MAINLINE, VERIFY SIZE, LOCATION AND CONNECTION POINTS IN FIELD. ~ -CUT AND CAP EXISTING LATERAL LINE, VERIFY EXACT LOCATION IN FIELD. +---(EXISTING) IRRIGATION MAINLINE SHOWN FOR REFERENCE ONLY PROTECT IN PLACE, REPAIR ANY DAMAGE DUE TO CONSTRUCTION VERIFY SIZE, TYPE, AND EXACT LOCATION IN FIELD. IF CONTRACTOR IS NOT ABLE TO LOCATE EXISTING MAINLINE CONTRACTOR SHALL PROVIDE AND INSTALL NEW MAINLINE AND MAKE ALL NECESSARY CONNECTIONS FOR PROPER OPERATION OF NEW AND EXISTING IRRIGATION SYSTEM . (EXISTING) IRRIGATION SYSTEM TO BE ADJUSTED AND OR MODIFIED. CUT AND CAP EXISTING SYSTEM AS REQUIRED FOR PROPER OPERATION. REPAIR OR REPLACE ANY DAMAGED EQUIPMENT. PROVIDE 100% COVERAGE WITH NO PONDING. RUNOFF OR OVER SPRAY $ (EXISTING) REMOTE CONTROL VALVE. VERIFY AND TEST FOR PROPER OPERATION, REPAIR OR REPLACE IF DAMAGED. (EXISTING) PVC PIPE AS LATERAL LINES SHOWN FOR REFERENCE ONLY VERIFY EXACT - --LOCATION IN FIELD PROTECT IN PLACE. REPAIR ANY DAMAGE DUE TO CONSTRUCTION ---0--IRRIGATION TIE-IN CONNECTION OF NEW LATERAL LINE TO EXISTING SYSTEM LATERAL LINE. VERIFY SIZE, LOCATION AND CONNECTION POINTS IN FIELD. (EXISTING) SLEEVING FOR MAINLINE AND CONTROL WIRES. VERIFY SIZE AND EXACT LOCATION IN FIELD. IF CONTRACTOR IS NOT ABLE TO LOCATE OR UTILIZE EXISTING SLEEVE CONTRACTOR SHALL SAWCUT -------- --------PAVING/CONCRETE OR BORE UNDER AND INSTALL NEW PIPE AND OR CONTROL WIRES PLACED IN NEW SLEEVE FOR CONNECTION TO EXISTING IRRIGATION SYSTEM. BACKFILL AND INSTALL ASPHALT SLURRY MIX OR CONCRETE TO MATCH EXISTING CONDITIONS, AS APPROVED BY OWNER. VERIFY ALL SLEEVE LOCATIONS PRIOR TO BIDDING AND COMMENCING WORK. SYMBOL © Lili @ --rs -- --\1\i -- ® ...... ~ l"'iil @ SYMBOL @] IE] lllSl [I] " CN rn D QN ,- "" < --I 0 0 z a C A R C r H " z Q > • 0 I - IRRIGATION EQUIPMENT LEGEND MANUFACTURE I MODEL NO. I DESCRIPTION EATON -SIMPLEX MODEL #72, CAST IRON, 2" BASKET STRAINER WI FLANGED CONNECTIONS AND 80 MESH FILTER ELEMENT ( 2" FLANGED PART# ST0720200F4C) RECYCLED WATER CROSS CONNECTION TEST STATION. IMPERIAL TECHNICAL SERVICES-FSV-150N(RS), NETAFIM SERIES 1-112" NORMALLY CLOSED FLOW METER I MASTER VALVE COMBINATION (HYDROMETER). INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER. HYDROMETER IS SUPPLIED AS PART OF IMPERIAL TECHNICAL SERVICES CONTROLLER ASSEMBLY FLOW SENSOR CONTROL CABLE -IMPERIAL FSW16, 2 CONDUCTOR, 16 AWG, SHIELDED FLOW SENSOR CABLE. INSTALL IN 1-114" SCH 40 PVC CONDUIT CONTRACTOR TO PROVIDE A WIRE PULL BOXS AT 200' O.C. MAXIMUM DISTANCE ALSO INSTALL FLOW SENSOR WIRE PULL BOX AT AUTOMATIC CONTROLLER AND FLOW SENSOR LOCATIONS AND AT EACH CHANGE OF DIRECTION . NO SPLICES ALLOWED. FOR GRAPHIC CLARITY, PULL BOXES ARE NOT SHOWN ON PLANS. DO NOT SHARE CONDUIT WITH OTHER WIRES. MASTER VALVE CONTROL WIRE -PAIGE P-70720, DIRECT BURIAL, #1412 AWG. 2-CONDUCTOR CABLE WITH TWO TYPE "UF" WIRES WITH "PE" OUTER JACKET. (U.L. APPROVED) #14UF AWG DIRECT BURIAL (U.L. APPROVED) INSTALL IN 1-114" SCH. 40 PVC CONDUIT CONTRACTOR TO PROVIDE A WIRE PULL BOXS AT 200' O.C. MAXIMUM DISTANCE. ALSO INSTALL FLOW SENSOR WIRE PULL BOX AT AUTOMATIC CONTROLLER AND MASTER VALVE LOCATIONS AND AT EACH CHANGE OF DIRECTION NO SPLICES ALLOWED. DO NOT SHARE CONDUIT WITH OTHER WIRES. EZ-FLO SYSTEMS -EZ-005-FX-CBV-xxx-FERTI-MAXX STARTER-25 , 5 GALLON FERTILIZING SYSTEM WITH 25 LB BAG STARTER FERTILIZER. SPEARS -3621-xxxSR, THREADED, TRUE UNION 2000 STANDARD PVC BALL VALVE, LINE SIZE. RAIN BIRD -PESB-NP-HAN, (1" OR 1-112") SERIES PLASTIC, RECYCLED WATER, REMOTE CONTROL VALVE WITH PURPLE HANDLE, SIZE AS SHOWN. INSTALL WITH 2-WIRE DECODER RAIN BIRD -PESB-NP-HAN (1" OR 1-112") SERIES PLASTIC, RECYCLED WATER REMOTE CONTROL VALVE WITH PURPLE HANDLE, SIZE AS SHOWN. INSTALLED WITH RAIN BIRD QKCHK-100, 1" PRESSURE REGULATING, QUICK-CHECK BASKET FILTER(S) INSTALL WITH 2-WIRE DECODER INSTALL ONE (1) FILTER FOR DEMANDS (1 -13) GPM. INSTALL TWO (2 ) FILTERS FOR DEMANDS (14 -35) GPM. SIGNATURE -7645, 1" NON-POTABLE, ACME THREAD QUICK COUPLER VALVE WITH PURPLE LOCKING COVER FOR RECYCLED WATER USE. IRRIGATION CONTROLLER LEGEND MANUFACTURE I MODEL NO . I DESCRIPTION IMPERIAL TECHNICAL SERVICES - MODEL# ICA10(23 )-RB3-48 I SP I NCC3GP1YR I RSE I FSV-150N(PD) ICA10(23) = IMPERIAL STAINLESS STEEL 16"x32" BACKBOARD ASSEMBLY INSTALL WITHIN EXISTING 23" WIDE FRONT ENTRY ENCLOSURE CONFIRM PROPER BACKBOARD DIMENSIONS FOR EXISTING ENCLOSURE PRIOR TO ORDERING ASSEMBLY. RB3 = RAIN BIRD "ESP-LXMEF" SERIES. "ET" WEATHER BASED SMART CONTROLLER 48 = QUANTITY OF STATIONS SP= SURGE PROTECTION IQ-GPRS-1YR = IQ NETWORK 3G CELLULAR DATA MODEM COMMUNICATION CARTRIDGE WITH ONE (1) YEAR SERVICE PLAN RSE = RAIN SENSOR WITHIN VANDAL RESISTANT STAINLESS STEEL ENCLOSURE. FSV-150N(PD) = NETAFIM SERIES 1-112" NORMALLY CLOSED, FLOW METER I MASTER VALVE COMBINATION (HYDROMETER). NOTE FOR FURTHER INFORMATION CONTACT DARYL GREEN AT GREEN PRODUCT SALES (949) 584-7311. THE INSTALLATION OF CONTROLLERS MUST BE APPROVED AND CERTIFIED BY IMPERIAL TECHNICAL SERVICES PROVIDE COPIES OF CERTIFICATION TO THE OWNER'S AUTHORIZED REPRESENTATIVE AND LANDSCAPE ARCHITECT REVI EW THE IRRIGATION COMMUNICATION OPERATIONAL INTENT WITH THE OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO ORDERING IRRIGATION CONTROLLER ASSEMBLY TO ENSURE THE APPROPRIATE EQUIPMENT/OPTIONS AND CONFIGURATIONS ARE INCLUDED. CENTRAL CONTROL COMMUNICATION CONNECTION. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SETUP OF THE CELLULAR DATA SERVICE PLAN WITH STATIC IP ADDRESS FROM CELLULAR SERVICE PROVIDER AND CONFIRM PROPER OPERATION TO THE CENTRAL CONTROL COMPUTER SYSTEM AND WITH THE RAIN BIRD IQ V3.0 CLOUD SOFTWARE NOTE: WIRELESS COMMUNICATION DEVICES REQUIRE A WIRELESS SITE SURVEY. CONTRACTOR SHALL CONTACT RAIN BIRD AND COORDINATE A SITE SURVEY FOR CONTROLLER RADIO COMMUNICATION PRIOR TO ORDERING CONTROLLER ASSEMBLY IMPERIAL TECHNICAL SERVICES -RAIN SENSOR. INSTALLED WITHIN STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. RAIN SENSOR IS SUPPLIED AS PART OF I.T.S. ASSEMBLY. 120 VOLT ELECTRICAL POWER PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD. THE COORDINATION OF POWER AND CONNECTION OF CONTROLLER SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 I sea-sci.com DETAIL N 0 p p p Q R s T, V U,V DETAIL w NIA w NIA T E C T u R E 8841 RESEARCH DR SUITE 200 IRVINE· CA 92618 949.387.1323 RIDGELA.COM SHEET 10 10 10 10 10 11 11 11 11 11 SHEET 11 NIA 11 NIA DRIP IRRIGATION LEGEND SYMBOL MANUFACTURE I MODEL NO. I DESCRIPTION GPH PSI RADIUS PREC. DETAIL SHEET RATE NETAFIM -TLHCVXR-RW-5-12, TECHLINE "HCVXR" SERIES 17mm 0.53 30 N/A 0.64 A, B. 9 ~~,,··~--"RECYCLED WATER" PURPLE STRIPE DRIPLINE WITH PRESSURE C, D, ··:· ~~· ._, ' "'~ ~ -.,_ .,, ··~-t., COMPENSATING, ANTI SIPHON CHECK VALVE AND COPPER INFUSED E ROOT INTRUSION PROTECTION EM ITTERS. INSTALL DRIP TUBING@ 16" MAXIMUM ROW SPACING WITH TRIANGULAR SPACED EMITTER LAYOUT. :-=-t-=-NETAFIM -ORI PLINE CONNECTIONS SHALL BE MADE USING TECHLINE 17mm DRIPLINE INSERT FITTINGS. F 9 INSTALL STAINLESS STEEL CLAMPS ON FITTINGS FOR ANY SYSTEM THAT EXCEEDS 50 PSI. [Yl RAIN BIRD -RD-12-NP. 12" POP-UP DRIP SYSTEM COMBINATION FLUSH VALVE I DRIP INDICATOR. G 9 INSTALL WITH "GPH" IRRIGATION PRODUCTS MODEL #GDFN-R. SERIES "PURPLE" FLUSH VALVE 1681 NETAFIM -TLAVRV AIR/VACUUM RELIEF VALVE H 9 RAIN BIRD -SXB-180-1032 SERIES, HALF-CIRCLE, XERI-BUBBLER WITH 0.13 30 NIA 045 I 10 e 10-32 THREAD. EACH SYMBOL REPRESENTS (1) XERI-BUBBLER PER VINE LOCATED WITHIN IN-LINE DR IP TUBING AREAS. RAIN BIRD -XERI-POP XP-600X, XERI -POP MICRO SPRAY 6" POP-UP 13.0 30 NIA 0.98 J, K 10 ~ WITH RAIN BIRD SXB-180-1032 HALF-CIRCLE. ADJUSTABLE XERI -SPRAY (26. 0) WITH 10-32 THREADS. EACH SYMBOL REPRESENTS (2) XERI-POP SPRAY HEADS PER TREE LOCATED WITHIN IN-LINE DRIP TUBING AREAS. NOTE ALL SUB-SURFACE TUBING SHALL BE INSTALLED 2" BELOW FINISH SOIL GRADE ANCHORED WITH RAIN BIRD GALVANIZED TIE-DOWN WIRE STAKES. MODEL TDS-050 BEND , INSTALLED FOUR (4) FEET ON CENTER. SPRAY HEAD SPRINKLER LEGEND SYMBOL FLOW RATE GPM PREC. QI HI FI V MANUFACTURE I MODEL NO./ DESCRIPTION Q H F V PSI RADIUS RATE DETAIL SHEET SHRUB 12" HI-POP SPRAY HEADS WITH CHECK VALVE AND PRESSURE REGULATION ._ -""----...._ RAIN BIRD -RD-12-S-P30-F-NP, WI 8-FLT SERIES NOZZLE .20 .25 .25 30 5 FT 1.6 L 10 WI PCS SCREENS, 020 I 025 I 025 -- ~ e • ~ RAIN BIRD -RD-12-S-P30-F-NP, W/ 8 SERIES MPR NOZZLE .26 .52 1.05 1.19 30 8 FT 1.6 L 10 t, "" "" ~ RAIN BIRD -RD-12-S-P30-F-NP, W/ 10 SERIES MPR NOZZLE .39 .79 1.58 145 30 10 FT 1.6 L 10 ~ e • ~ RAIN BIRD-RD-12-S-P30-F-NP, W/ 12 SERIES MPR NOZZLE 65 1.30 2.60 1.18 30 12 FT 1.7 L 10 ~ l'l ■ ~ RAIN BIRD -RD-12-S-P30-F-NP, WI 15 SERIES MPR NOZZLE .92 1.85 3.70 1.85 30 15 FT 1.6 L 10 L/RCS SST CST RAIN BIRD -RD-12-S-P30-F-NP, WI 15 STRIP SERIES NOZZLE .90 .90 4x15 FT 1.9 L 10 ----30 --30 I.ii E-1 t..l LCS-PCS-030 / RCS-PCS-030 I SST-PCS-060 I CST-PCS-060. 4x30 FT i:i i:i I.I --RAIN BIRD -RD-12-S-P30-F-NP, WI SQ SERIES NOZZLE. .12 .20 AO --30 2-4 FT 1.6 L 10 NOTE ALL SPRAY HEADS THAT REQUIRE ARC ADJUSTMENT FOR OVERSPRAY SHALL BE INSTALLED WITH RAIN BIRD (HE-VAN) HIGH-EFFICIENCY VARIABLE ARC SPRAY NOZZLES. FOR RADIUS REDUCTION USE RAIN BIRD PCS-SCREENS. SYMBOL @ IRRIGATION TREE BUBBLER LEGEND MANUFACTURE I MODEL NO./ DESCRIPTION GPM PSI RADIUS PREC. DETAIL SHEET RATE RAIN BIRD -RD-06-S-P30-F-NP, WI HUNTER MSBN-25Q, .25 (.50) 30 1 FT 1.8 M 10 MULTI-STREAM BUBBLER NOZZLE, TWO (2) PER TREE. NOTE SINGLE SYMBOL ON PLANS REPRESENTS MINIMUM TWO (2) BUBBLERS PER TREE. (2) BUBBLERS REQUIRED FOR 24" BOX TREES AND SMALLER. (3) BUBBLERS REQUIRED FOR 36" BOX TREES. (4) BUBBLERS REQUIRED FOR 48" BOX AND LARGER TREES. PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE WITHIN TREE WELL TYPICAL NOTE ALL SPRINKLER HEAD BODIES SHALL HAVE FACTORY INSTALLED RECLAIMED WATER IDENTIFICATION CAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUil T" DATE RLA#---EXP _____ _ REVIEWED BY: INSPECTOR DATE 1--------<---+------------+---+----+----+-----t I SH5EET 11 CITY OF CARLSBAD _ PLANNING DIVISION ~=='---========-=========~ LANDSCAPE IMPROVEMENT PLANS FOR: DATE INITIAL DATE INITI AL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD IRRIGATION LEGEND APPROVED: 'I {2.,;lz-s PLANNING DATE DRWN BY: PROJECT NO. DRAWING NO. SOP 15-23 CH KD BY: SWK LPC2023-0007 496-1 M Irrigation Installation Notes 1. THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS AS REQUIRED. 2 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. 3 THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENT INTO ADJACENT PROPERTY, RO W'S, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 4. 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 5 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING PLANS BEFORE BEGINNING WORK 6 THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND 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 7. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE PROJECT LANDSCAPE ARCHITECT FOR DIRECTION. 8. BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CITY'S REPRESENTATIVE AND THE CONTRACTOR, REGARDING GENERAL REQUIREMENTS OF THIS WORK. 9. INSTALL ALL IRRIGATION COMPONENTS ACCORDING TO LOCAL CODES AND ORDINANCES 10. 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 11. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 12 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 AND/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 THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY 13. 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 CONSIDERATIONS. 14 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. 15. ALL CONSTANT PRESSURE LINES SHALL BE TESTED FOR 3 HOURS UNDER A HYDROSTATIC PRESSURE OF 150 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 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 16. 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 17. 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 18 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. 19 QUICK COUPLER VALVES, CONTROL VALVES, AND SHUT-OFF VALVES SHALL BE INSTALLED IN GROUND COVER AREAS WHEREVER POSSIBLE. 20. PIPING AND 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 AND 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 AVAILABLE FOR RE-USE WHICH WILL NOT SIGNIFICANTLY AFFECT THE SYSTEM DESIGN. 21. USE CHECK VALVES AS REQUIRED TO ELIMINATE LOW HEAD DRAINAGE 22. THE CONTRACTOR SHALL INSTALL KBI SERIES ANTI-DRAIN VALVES ON ALL LATERALS IN AREAS WHERE SLOPE OF GRADE EXCEEDS 41, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION OCCURS, OR AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE 23. THE CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEAL THY 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. 24. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO ADJACENT PAVING, WALLS OR OTHER 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. 25. WHEN RADIUS OF SPRINKLER HEADS AS REQUIRED FOR PROPER COVERAGE IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A PRESSURE COMPENSATING SCREEN (PCS) FOR LOW FLOW AND RADIUS CONTROL. 26. 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 NOZZLE BEING REPLACED. 27. NO OVERSPRAY OR LOW HEAD DRAINAGE SHALL BE ALLOWED. 28. 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 OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 29 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 APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE IMMEDIATELY UPON REJECTION. 30. ALL ELECTRICAL CONTROL WIRE SHALL BE DIRECT BURIAL #14 U F APPROVED IN AN 18" DEEP TRENCH INSTALLED UNDER THE MAINLINE PIPE. WIRE CONNECTORS SHALL BE PENTITE OR ORI-SPLICE ONLY. COLORS FOR CONTROL WIRE SHALL BE AS FOLLOWS A COMMON WIRE -WHITE (FOR MULTIPLE CONTROLLERS USE DIFFERENT STRIPE COLOR PER CONTROLLER) B. HOT WIRE -BLACK C. EXTRA COMMON WIRES -WHITE WITH ORANGE STRIPE -MINIMUM 3 EACH DIRECTION AND ONE TO EACH LEG OF MAINLINE FROM POC PER CONTROLLER (DIFFERENT STRIPE COLOR PER CONTROLLER) D. EXTRA HOT WIRES, MINIMUM (1) EXTRA HOT WIRE FOR EVERY (5) WIRES PLUS (3) EXTRA HOT WIRES RUN TO EACH END OF MAINLINE BACK TO THE CONTROLLER -LABEL ALL SPARE WIRES AT BOTH ENDS "SPARE" E. MASTER VALVE -BLUE WI WHITE STRIPE I WHITE WI BLUE STRIPE. F. FLOW SENSOR -RED WI WHITE STRIPE I RED WI BLUE STRIPE. 31. ALL AUTOMATIC CONTROLLER PROGRAMS MUST BE SET TO OPERATE BETWEEN THE HOURS OF 10 PM. AND 6 AM 32. 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 THE WORK SHOULD ANY OPERATION DIFFICULTIES IN CONNECTION WITH THE SPRINKLER SYSTEM DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD, WHICH IN THE OPINION OF THE OWNER MAY BE DUE TO INFERIOR MATERIAL AND/OR WORKMANSHIP, SAID DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST 33. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER. 34. 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 AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE 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 35. AFTER INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT TO DETERMINE IF THE IRRIGATION COVERAGE FOR PLANTING AREAS IS ADEQUATE AND COMPLETE. FURNISH ALL MATERIALS AND 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 THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. Irrigation General Notes 1. 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. THE IRRIGATION CONTRACTOR SHALL ENSURE NO OVERSPRAY ONTO HARDSCAPE, STREETS, WALLS OR ANY OTHER HARDSCAPE / STRUCTURE. 2. MAINLINE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP 3. 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 LANDSCAPE AREA. 4. 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. 5. ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING. 6. ALL LEAD WIRES TO BE #14 GAUGE, AND BLACK IN COLOR ALL COMMON WIRE TO BE #14 GAUGE AND WHITE WITH COLORED STRIPE DIFFERING PER CONTROLLER. TWO (2) EXTRA WIRES SHALL BE PROVIDED FOR EACH GROUP OF FIVE (5) VALVES AND LOOPED IN A NEARBY VALVE BOX WITH MINIMUM 2' OF COILED WIRE. 7. ALL IRRIGATION ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATERIOVERSPRAY ONTO BUILDING OR WINDOWS. ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK 8. TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING AND BUILDINGS FOR DRAWING CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLE RS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 9. CONTROLLER LOCATION SHOWN ON THIS DRAWING IS APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE CONTROLLER LOCATION FOR REVIEW AND APPROVAL 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 AND 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 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. 10. ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS 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 INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS " CN mo 0N a- (j) (j) < -" I n 0 z w C A R C -H :< z Q ► " C I - 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 I sea-sci.com T E C T u R E Existing Irrigation Notes 1. THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING IRRIGATION AND PLANTING ON PROPERTY. ANY DAMAGE OR ADJUSTMENTS REQUIRED INCLUDING REPLACING OR RELOCATING IRRIGATION LINES, HEADS, VALVES, WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL DUE TO THE CONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. THE OWNER'S REPRESENTATIVE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO COMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANY DISCREPANCIES PRIOR TO COMMENCING WORK 2. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO COMMENCING WORK. ALL EXISTING IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FIELD AT START OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFLOW DEVICES, CONTROLLERS, METERS. SERVICE LINES, ETC. SHALL BE VERIFIED IN FIELD ALL EXISTING IRRIGATION EQUIPMENT SHALL BE CLEARLY INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN ACCURATE BASE DRAWING AND SUBMITTED AS A SHOP DRAWING. SAID SHOP DRAWING SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT. AND OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. NO WORK SHALL PROCEED WITHOUT APPROVAL OF SAID SHOP DRAWINGS. 3. ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT SHALL BE AS APPROVED BY, LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT SHALL BE INSTALLED WITHOUT APPROVAL OF LAYOUT 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT AND RELATED EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.C.V. CONTROL WIRES, ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC. ALL LAYOUT AND LOCATIONS SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 5. 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 6. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER. PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK 7 CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEM AS REQUIRED SYSTEM SHALL PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 8. CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SEWER PLAN FOR UNDERLYING WATERLINES, EASMENTS, AND OTHER RELATED EQUIPMENT. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO EXISTING IRRIGATION LANDSCAPE AND HARDSCAPE DAMAGED BY ROUTING NEW WIRES TO CONTROLLER AT NO ADDITIONAL COST TO THE OWNER. 10 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 11. CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIAL THROUGHOUT THE CONSTRUCTION PROCESS. ANY DAMAGE DUE TO CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY TO PREVENT ANY LAPSE IN IRRIGATION OF THE EXISTING PLANT MATERIAL ANY PLANT MATERIAL AND/OR IRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO A LIKE NEW CONDITION AS PART OF CONTRACT. 12 ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO THE EXISTING CONTROLLER SHALL BE RECONNECTED TO THE EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK 13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE ADJUSTMENT/MODIFICATION OF EXISTING IRRIGATION SYSTEM WITHIN THIS AND OTHER AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 14 NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION ALL ADJACENT SYSTEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. 15. CONTRACTOR SHALL OBTAIN EXISTING IRRIGATION AS-BUILT RECORD DRAWINGS FOR ADJACENT IRRIGATED AREAS PRIOR TO STARTING WORK. ALL EXISTING IRRIGATION EQUIPMENT LOCATION, SIZES. AND CONDITIONS SHALL BE VERIFIED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE AT START OF WORK. 16 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. 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 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 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. 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 DO 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. 2. 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 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 decks, private patios, streets and sidewalks. 4. 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. 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 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. 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 and 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. COLOR CHART NOTE: AS A REQUIREMENT THE AUTOMATIC CONTROLLER SHALL CONSIST OF A NEATLY DRAWN 11"x17" LAMINATED IRRIGATION PLAN AND COLORED ZONE MAP LAYOUT CHART. LAYOUT CHART SHALL BE COLOR CODED INDICATING LOCATION OF ALL CONTROLS, SLEEVES, PIPING. HEADS (INCLUDING TYPE), VALVES AND CONNECTION TO WATER SERVICE AS-BUILT NOTE: AS-BUILT RECORD DRAWINGS WERE NOT AVAILABLE AT TIME OF SYSTEM DESIGN. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXISTING IRRIGATION SYSTEM AS-BUil TS FROM OWNER PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CONFIRM ALL CONNECTION POINTS AND EXISTING IRRIGATION SYSTEMS AFFECTED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF PROPOSED IRRIGATION SYSTEM CONNECTION POINT AND CONTROLLER LOCATION FOR APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK ALL LABOR AND MATERIALS REQUIRED TO IRRIGATE AREAS WITHIN THE LIMITS OF WORK AND TO ADJUST AREAS ADJACENT TO THE LIMITS OF WORK SHALL BE INCLUDED AS PART OF THIS CONTRACT. NO ADDITIONAL COSTS WILL BE ALLOWED FOR THE PROPOSED IRRIGATION IMPROVEMENTS OR ADJUSTMENT OF THE EXISTING ADJACENT IRRIGATION SYSTEMS. NOTE: "CONTRACTOR TO REPAIR OR REPLACE ALL LANDSCAPE AND IRRIGATION MISSING OR NOT WORKING TO A FULLY FUNCTIONING SYSTEM WITH 100% COVERAGE" ALL EXISTING SYSTEMS SHALL BE REPAIRED TO PREVENT OVERSPRAY OR RUNOFF ONTO SIDEWALKS OR STREETS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUil T" DATE RLA#---EXP. ____ _ REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD 1-------4---+----------------+-------+--+------4---I I SH6EET 11 . PLANNING DIVISION :==::::'...'.:=============~ LANDSCAPE IMPROVEMENT PLANS FOR: 8841 RESEARCH DR SUITE 200 IRVINE· CA 92618 949.387.1313 RIDGE LA.COM NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD IRRIGATION NOTES l----+----+--------------+----+-----,f----+----11 APPROVEDA +r= .PLANNING ~ q (2.s lz:~ DATE DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL DRWN BY: __ _ CITY APPROVAL CHKD BY: SWK PROJECT NO. SDP 15-23 LPC2023-0007 DRAWING NO. 496-1M CONTROLLER SCHEDULING NOTE: THESE SUGGESTED RUN TIMES ARE FOR REFERE NCE ONLY ACTUAL RUN TIMES MAY DIFFE R DUE TO VARYING SITE CONDITIONS CO NTRACTOR SHALL ADJU ST RUN TIMES AS REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUI T. MULTIPLE CYCLES MAY BE RE QUI RED TO MINIMIZE PONDING AND RUN OFF ONTO NON-IRRIGATED AREAS. SEASONAL IRRIGATION SCHEDULE Project Name: North Coast MOB !Cycles Per Day: l Meter Number: #1 Controller Letter: "B" Days Per Week: 4 Evog,otrans~iration Rates: Irrigation Efflclenq {%): Eto Historical: 44 Rotors: 0.75 Winter Spring Summer Fall Spray Heads: 0.71 4 Day Week Eto 0.14 0.23 0.28 0.19 Bubbler Heads: 0.77 Eto Per Season 7.1 12.3 14.8 9.8 Drip Line: 0.81 Drip Emitter: 0.81 Run Times (Minutes per Day)= (60 x Eto x PF)+ (PR x IE) x (RD)+ (CJ Stream Rotary: 0.75 Eto = Dally Evapotransplratlon Rate Micro Spray 0.75 IE= Irrigation Efficiency PR= Precipitation Rate (Inches per Hour} Preclgltation Rate {lnLhr} RD= Run days (Seasonal Total) Rotors: 0.45 C = Cycles per Day Spray Heads: 1.60 PF= Plant Factor (Kc) Bubbler Heads: 1.80 60 = Conversion to minutes Drip line: 0.64 Drip Emitter: 0.40 Stream Rotary: 0.45 Micro Spray: 0.61 Valve Irrigation Winter Spring Summer Fall Quantity Planting Type Kc PR IE (Dec, Jan, Feb) (Mar. Apr. MayJ (Jun , Jul, Aug) (Sep. Oct. Nov) 4 Shrub Drip Line 0.30 0.64 0.81 6 Shrub Drip line 0.50 0.64 0.81 4 Shrub Spray a.so 1.60 0.71 4 Tree Bubbler 0.30 1.80 0.80 Total 18 Total Hour Run Times @ 4 Days Per Week Valves 5 8 10 7 Min. Per Day 8 13 16 11 Min. Per Day 4 6 7 s Min. Per Day 2 3 3 2 Min. Per Day 1.5 2.5 3.0 2.0 Hours Per Day NOTE A THE TIME PERIOD WHEN OVERHEAD IRRIGATION WILL BE SCHEDULED AND CONFIRM THAT NO OVERHEAD IRRIGATION SHALL BE USED BETWEEN 10:00 A.M AND 6:00 P M B IRRIGATION SYSTEMS USING RECYCLED WATER SHALL BE SCHEDULED FOR USE BETWEEN THE HOURS OF 10 00 P.M. AND 6:00 AM. " N a N - " < --I 0 0 z a C A R C -:< z Q > " C I - H WATER EFFICIENT LANDSCAPE WORKSHEET HYDROZONE INFORMATION TABLE Controller Zone No. Hydrozone* or Valve B LW 1 B LW 2 8 LW 3 B MW 4 B LW 5 B LW 6 B MW 7 B MW 8 B LW 9 B MW 10 B MW 11 8 MW 12 8 MW 13 B LW 14 B MW 15 B LW 16 B MW 17 ---- A MW 18 Total Planted Area • Hydrozone VLW - VeryLow W aterUsePlants LW-Low Water Use Plants MW-f..-1oderare Water Use Plants HW"' High Water Use Plants 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 I sea-sci.com T E C T u Plant % of Total Irrigation Type/Factor*** Hydrozone Area Method** (Sq. Ft.) landscaped (PF) Area D 0.3 1,42B 6.57 D 0.3 2,5B 1 11.87 B 0.3 198 0 91 s 0.5 700 3.22 D 0.3 1,435 6.60 B 0.3 117 0.54 D 0.5 1,383 6.36 D 0.5 2,392 11.00 B 0.3 126 0.58 s 0.5 1,07 1 4.93 D 0.5 1,258 57 9 s 0.5 758 3.49 D 0.5 1,260 5.80 8 0.3 54 0.25 D 0.5 2,992 1377 D 0.3 1,773 8.16 s 0.5 200 0.92 -D 0.5 2,010 9.25 21.736 100% -irrigation Method MS = Micro-spray S"' Spray .... PlantFactorfrom WUCOLS Ill or list as water feature as appropriate R = Rotor 8 : Bubbler n = nrin R Irrigation Pressure Calculation Meter No: HGL: Elevation of Meter: Static Water Pressure PSI : Valve No: Valve Demand Maximum System Demand 405 FT 80 FT 141 psi Elevation Change P.O.C. to Highest Head: B12 24GPM 24GPM 0 FT losses: l" Water Meter 1" Service line 1-1 /2" RP Backflow Device 2" Basket Strai ner 2.8 psi 5.3 psi 12.0 psi 1.5 psi 1-1 /2" Hydrometer -Flow Sen /Master Valve Isolation Valves l. l psi 1.0 psi 3.5 psi 3.6 psi 3.1 psi 3.0 psi 0.0 psi 1-1/2" R.C.V. 800 Feet of 2" Mainline Cl 315 Fitting loss 10% lateral line loss 10% loss to Highest Head Total losses: Head Operatl ng Pressure: Total Pressure Required: Static Pressure Available: Residual Pressure: E 37 psi 30 psi 67 psi 141 psi 74 psi 8841 RE SEARCH DR SUITE 200 IRVIHE • [A 9261 8 949.387.1323 RIDGElA.COM FOR REFERENCE ONLY: AB1881 WATER BUDGET CALCULATIONS SHOWN FOR REVISED LANDSCAPE AREA ONLY . (CALCULATIONS SHOW THIS PROJECT TO BE IN COMPLIANCE WITH STATE MODE L WATER EFFICIENT LANDSCAPE ORDINANCE "MWELO") CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Hydrozone Number (1 -5 with SLA Zone Below - use as many tables as necessary to complete all hydrozones) Process 2 3 4 5 North Coast MOB Controller "B" Step No. Shrub Shrub Shrub Turf Turf Evapo transpiration Ra te (Eta ]" C onversio n Factor [Step 1 x Step 2) Plant Factor [PF )" [0.1 -0.8) Area ot Hydrozone (sq. tt.) (HA) [Step 4 x Step 5) Irrigation Efficiency (IE)**" [Step 6 + Step 7) (Total all Step 8 + To tal SLA sq. ft. in Step 5) (Step 3 x Step 9) Estimated Tota l Water Use - ETWU (Gallo ns Per Year) Tota l sha ll not exc eed MAWA {Below) 2 3 4 5 6 7 8 9 10 Spray Rotor Drip 44.0 44.0 44.0 0.5 0.5 0.5 0 0 0 0 0 0 0.55 0.70 0.80 0 0 0 • f lu '' 1-'r - Plaril foc1or (Weiter 1./se) - hn 1n WU COLS Wesl of 1-5 = 40.U SAlecteU b used on tyr:ie ot plonts in hydrozones: Eml r_/ 1-5 and Wes t ut f'I Cu1nir··;o Rcol = ,f'l,0 U.I = VLW - Ver'l Low Wo lPr Ust-; r'lrnds [ost of El Con1inr) Rea I= 117 .0 O.:J = LW - Low Wu ter· Use F'lants .fif Jplio:mt mu'l provide d iffc-rcnl Eto if support eel t)y 0.-'-> = MW - Mod ero tf::< Wu lcr lhc: Spray Rot or 44.0 44.0 0.62 27.280 0.8 0.8 0 D 0 0 0.55 0.70 0 0 21.736 592,958 0 • IC - lni<Jotkin [ificiency Rotor= ./0 BulJ l_)lcr = .75 Drip & M iuo Spruy = .BO 6 Tur f Drip 44.0 0.8 0 0 0.8 0 SLA docuriienkJlion subjec11o u pprovul L1y ll1e City Pkmninq OJI = I IW - High Waler Use Plants l)iv i~i,:m Aclitlerent IE moy be used if sur:.1ported by documentotion subjr;:ct to nprJrovol by the Cit y MAXIMUM APPLIED WATER USE ( MAWA) calculation: MAWA MAWA = {ETo) x {0.62) X [{0.45 X LA) + [0.55 x SLA)] 21,736 21.736 592,958 Tota l Landscape Area Total SLA APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. WATER USE NOTE: THE SE PLANS HAVE BEEN PREPARED TO COMPLY WITH THE CALIFORNIA STATE WATER EFFICIENT LANDSCAPE OR DINANCE AB1881 RLA#--- REVIEWED BY: INSPECTOR "AS-BU IL T" DATE EXP. ___ _ DATE 1-----f------+-------- ----+----+---------+---+-_________, I SH7EET 11 CITY OF CARLS BAD . PLANNING DIVISION ~='--'== = =======:::::::::::=== ==::::::: LANDSCAPE IMPROVEMENT PLANS FOR: NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD IRRIGATION CALCULATIONS o-----+----+---------------+------,--0----+-----1 IA _P_P_Ro_v_EDL5A'.!U.2~::__!_'-=)..~/C)~~ .. ~••==--- . PLANNING ~ DATE DATE INITIAL DATE INITIAL OESIGNER OF WORK REVI SION DESCRI PTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DRWN BY_· __ _ CHK D BY: SWK PROJECT NO. SOP 15-23 LPC2023-0007 DRAWING NO. 496-1 M 89 1" 7 GPt.t 30 PSI. LW 8 126' 1.8 A.R. B8 1.5" 17 GPt.t 30 PSI. MW D 2392' .64 A.R. • \ 0 a:: I-a:: 0 0.. '•a ,:,J a:: -<( a:: <( ~ 0 _J <( 0.. ;JJ " "" mo n" .- •0 < --= n 0 z a C A R C H r " -z 0 20 40 80 120 0 > I n I - 810 1" 12 GPM 30 PSI. B11 1.5" MW S 1664' 1.6 A.R. 17 GPM 30 PSI. MW D 2437' .64 A.R. 812 1" 12 GPM 30 PSI. MW S 1664' 1.6 A.R. 86 1" 7 GPM 30 PSI. LW 8 117' 1.8A.R. 87 1" 10 GPM 30 PSI. MW D 1383' .64 A.R. --- __ , __ -· ---[c;_. 85 1 " _.PHASE.II __ _ __ B13 1" 10 GPM 30 PSI. MW D 1431' .64 A.R. 814 3 GPM LW 54' 815 22 GPM MW 3138' i ' i ·-~ 1" 30 PSI. 8 1.8 A.R. 1.5" 30 PSI. D .64 A.R. HYDROZONELEGEND LW = LOW WATER USE PLANT ZONE (7,431 SF) MW= MODERATE WATER USE PLANT ZONE (15,554 SF) LW = LOW WATER USE TREE ZONE (495 SF) IRRIGATION VALVE CALLOUT CONTROLLER LETTER I VALVE NUMBER -A2 1.5" -VALVE SIZE GALLONS PER MINUTE GP M -16 GPM 30 PSI. -OPERATING PRESSURE (P.SJ) HYDROZONE PLANT FACTOR -LW D -IRRIGATION TYPE & (IE) EFFICIENCY -SEE LANDSCAPE HYDROZONE AREA -2000' .64 A.R. VALVE HYDROZONE LEGEND (BELOW) SQUARE FOOTAGE ''-----APPLICATION RATE IN INCHES PER HOUR I 10 GPM 30 ' LW D PSI. -NEW rv!EDI.CAL -- OFFICE BUILDING r: ! r~--.c..-__:::r ~ I ~~~ I HYDROZONELEGEND 1385' .64 A.R. ~ B3 1 .. 11 GPM 30 PSI. LW 8 198' 1.8 A.R. PHASE I -WEST EXISTING OFFICE BUILDING 49,479 SF (NOT A PART OF THIS PROJECT) 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.47771 sea-sci.com T E C T u RD R E • 81 1" 10 GPM 30 PSI. LW D 1428' .64 A.R. 82 1.5" 20 GPM 30 PSI. LW D 2845' .64 A.R. 1" 817 3 GPM 30 PSI. MW s 200' 1.6 A.R. 818 1.5" 14 GPM 30 PSI. MW D 2010' .64 A.R. ! 8841 RESEARCH DR SUITE 100 IRVINE· CA 91618 949.387.1313 RIOGELA.COM 816 1.5" 13 GPM 30 PSI. LW D 1773' .64 A.R. <);~ ,..:,~. Ci!;) Plant Factor (Water Use) -from WUCOLS Selected based on type of plants in hydrozones· VLW = 0.1 -Very Low Water Use Plants LW = 0.1 -0.3 -Low Water Use Plants MW= 0.4 -0.6 -Moderate Water Use Plants HW = 0.7 -0.9 -High Water Use Plants IE -Irrigation Efficiency S = Spray .72 M = Micro Spray .80 R = Rotor .72 B = Bubbler .75 D = Drip .80 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUil T" DATE RLA#---EXP, ___ _ REVIEWED BY: INSPECTOR DATE t---t---+-----------+--+---+--+-~ I SH8EET 11 CITY OF CARLSBAD PLANNING DIVISION ~==-=============== l---t----+----------------t------1---+-----l-------l LANDSCAPE IMPROVEMENT PLANS FOR: NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD IRRIGATION HYDROZONE MAP t---t------t-----------+--+-------jf-----+----11 APPROVED~ ,i./0], . .___ "f {2.r;/z?, _ PLANNING ~ DATE DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL DRWN BY: __ _ CITY APPROVAL CHKD BY: SWK PROJECT NO. SOP 15-23 LPC2023-0007 DRAWING NO. 496-1M LEGEND 1. POP-UP DRIP INDICATOR HEAD, WITH DRIP FLUSH NOZZLE, - SEE LEGEND FOR TYPE. 0 2. FINISH GRADE. INSTALL POP-UP DRIP INDICATOR½" ABOVE GRADE IN TURF DRIP AREAS AND 1" ABOVE GRADE IN SHRUB DRIP AREAS i' II I I I 3. APPROVED AMENDED BACKFILL. 4 12" POP-UP SPRAY HEAD -SEE 1ilL LEGEND FOR TYPE. 5. MANUFACTURED SWING JOINT - HUNTER MODEL #SJ-512 OR RAIN BIRD MODEL #SA-125050 112" SWING JOINT ASSEMBLY. 6 SCH 40 PVC PIPE END FLUSH EXHAUST HEADER FROM DRIP SYSTEM, MINIMUM SIZE 1-114" 7. DRIP ASSEMBLY CONNECTION 8. SUB-SURFACE IN-LINE DRIP TUBING -SEE LEGEND FOR TYPE 9. HARDSCAPE I CURB I PAVING SECTION VIEW NOTES: A AFTER COMPLETE SYSTEM FLUSH, INSTALL DRIP INDICATOR NOZZLE AND ADJUST TO FULLY CLOSED POSITION. B FOR POTABLE WATER INSTALL "ORANGE" COLORED FLUSH NOZZLE. FOR RECYCLED WATER INSTALL "PURPLE" COLORED FLUSH NOZZLE. C. INSTALL POP-UP INDICATOR HEAD 10" FROM PERIMETER OF PLANTER I HARDSCAPE. D. DISCHARGE EXHAUST HEADER SHALL BE INSTALLED 12" BELOW FINISHED SOIL GRADE, TYPICAL. E INSTALL MINIMUM ONE(1) DRIP INDICATOR I FLUSH ASSEMBLY PER DRIP ZONE E USE TEFLON TAPE ON THREADED FITTINGS, TYPICAL. (NO LIQUID TEFLON) @ NOTTO SCALE DRIP COMBINATION FLUSH VALVE/ DRIP INDICATOR POP-UP HEAD 2 ' -1 "' -r ( r, 2" MIN. 9 111 I i' II I I • 11 1 8 - 7 2"MIN. LEGEND SECTION VIEW 1. DRIP SYSTEM AIR RELEASE VALVE, SEE LEGEND FOR TYPE INSTALLED ON SCH 40 PVC THREADED COUPLING WITH A 314" SCH. 80 NIPPLE, LENGTH AS REQUIRED TO LOCATE VALVE 2" FROM TOP OF VALVE BOX 2. (PURPLE) "RECYCLED WATER" SIX INCH ROUND PLASTIC VALVE BOX, HEAT BRAND "ARV" ONTO LID 3 FINISHED GRADE. 4 (PURPLE) "RECYCLED WATER" PVC PIPE FROM DISCHARGE HEADER, 112" SCH 40, LENGTH AS REQUIRED. 5. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED -EQUALLY SPACED). 6 LANDSCAPE FABRIC. 7. 112" ROUND WASHED PEA GRAVEL -MINIMUM 4" DEPTH. 8. PVC SCH 40 ELBOW (SxT) OR TEE , 314" SIZE WITH 314" x 112" SCH 40 PVC SLIP BUSHING. 9. (PURPLE) "RECYCLED WATER" PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO READ "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH NOTES: A USE SCH 40 PVC 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH. B SET TOP OF VALVE BOX 1-112" ABOVE FINISHED GRADE IN GROUNDCOVER I SHRUB AREAS C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. INSTALL AIR RELIEF VALVE 18" FROM PAVING. @ DRIP AIR RELIEF VALVE NOTTO SCALE A 3 4 5 6 9 12 A AV PLAN VIEW 5 12 SECTION A-A VIEW NOTES: LEGEND: 1. PVC LATERAL LINE FROM DRIP ZONE KIT, SEE LEGEND FOR TYPE. 2. PVC PIPE SUPPLY MANIFOLD, SEE LEGEND FOR TYPE 3 MANIFOLD-TO-ELBOW CONNECTION (TYP) 4 AIRNACUUM RELIEF LATERAL, BLANK POLY TUBING CENTERED ON MOUND OR BERM 5. AIRNACUUM RELIEF VALVE PLUMBED TO BLANK POLY TUBING AT EACH HIGH POINT. 6. BERM (TYP). 7. EDGE OF PLANTER 8 PERIMETER LATERALS 4" TO 6" FROM EDGE 9 DRIPLINE TEE 10 12" POP-UP COMBINATION DRIP SYSTEM INDICATOR I MANUAL FLUSH VALVE, PLUMBED TO FLUSH MANIFOLD AT END OF DRIP ZONE LOW POINT, SEE LEGEND FOR TYPE. 11 PVC PIPE FLUSH MANIFOLD, SEE LEGEND FOR TYPE. 12 DRIPLINE LATERAL. 13 FINISHED GRADE. A INSTALL COMBINATION DRIP SYSTEM INDICATOR I MANUAL FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER PLAN. B. INSTALL AIR RELIEF VALVES PER DETAIL, AT HIGH POINTS OF EACH TUBING SECTION PER PLAN. C RUN AIRNACUUM RELIEF BLANK TUBING LATERAL ALONG HIGH POINT OF MOUND OR BERM D. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAX RUN LENGTH. @ DRIPLINE LAYOUT (TYP) NOTTO SCALE 'W 'W 'W 'W 'W -------<D DEPTH PER PLAN +-I O I I== I 11== I 11=11 l I 11==_1 II I ~I --¼---,!- = 11-11 i~ 111==1 I 1==111_ I! II i-=i 11=--1 I 1 11 ,_ ·---i--- = ___ ---=---'--11 I --. ! ! ---,-1 ' ',--'-::111 ~' ---{8 -1 I I-' i- LEGEND 1 BARK MULCH FOR SHRUB AREA PLANTING, SEE PLANTING PLAN FOR DEPTH AND TYPE 2. FINISHED GRADE. 3. AMENDED SOIL. 4. DRIP TUBING -SEE LEGEND FOR TYPE. 5. SCH 40 PVC ELL FOR END FEED. TEE FOR CENTER FEED 6. PVC PIPE RISER -SIZE AND LENGTH AS REQUIRED -SEE LEGEND FOR TYPE. 7. DRIP TUBING MPT MALE ADAPTER FITTING. 8. PVC PIPE SUPPLY HEADER, SIZE PER PLAN -SEE LEGEND FOR TYPE 9. 6" WIRE STAKES MAXIMUM FIVE (5) FEET ON CENTER -SEE LEGEND FOR TYPE. ® DRIPLINE CONNECTION NOT TO SCALE 4"-6" ? LEGEND 4 g 1. PVC PIPE LATERAL LINE FROM DRIP ZONE VALVE KIT ?-j:~~l'==':::f;y"=~r:='=:l'7:;J===i~Q;'.~~~'\l 2 PVC PIPE SUPPLY MANIFOLD -SEE f?' u PLAN FOR SIZE. I I I I 2 ':Ml"T[~ TRA'Vi\,LJ\~ SPAC f!G INSET A 3. SCH 40 PVC TEE SxSxT DR ELL. LINE SIZE BY½" 4. DR I PLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 5 IN-LINE DRIP TUBING WITH EMITTERS 12 INCH ON CENTER, MAXIMUM ROW SPACING 14"-16" ON CENTER FOR SHRUB AREAS AND 10"-12" FOR TURF -SEE LEGEND FOR TYPE. EMITTERS TO BE TRIANGULAR SPACING. INSTALL WITH 9" GALVANIZED STEEL WIRE STAKES FIVE (5) FEET ON CENTER. 6 PVC PIPE FLUSH EXHAUST MANIFOLD. 7 COMBINATION FLUSH VALVE I DRIP INDICATOR POP-UP HEAD, PLUMBED TO EXHAUST HEADER PVC PIPE AT LOW I END OF DRIP ZONE, TYP. INSTALL "ORANGE" COLOR FOR DOMESTIC WATER AND "PURPLE" FOR RECYCLED WATER-SEE LEGEND FOR TYPE. CONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE (TYPICAL)- SEE INSET "A" PLANTER AREA PERIMETER 10. PERIMETER DRIPLINE PIPE TO BE INSTALLED 4"-6" FROM PERIMETER OF PLANTER AREA AND MINIMUM 12" CLEARANCE FROM BUILDING. 11. BARB X FEMALE FITTING (TYPICAL) . SEE LEGEND FOR TYPE INSTALL STAINLESS STEEL CLAMPS ON FITTINGS FOR ANY SYSTEM THAT EXCEEDS 50 PSI. 12. ¾" PVC THREADED NIPPLE, LENGTH AS REQUIRED. 13. AIRNACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYP) @ DRIPLINE LAYOUT (TYP) NOT TO SCALE [\'IT1[1i -RIA,%ULAR SPA~l•,G \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ ) ~J:99r):c=j P===I h--l,AVCh--1 ei:===I ~=l P===l 11 I I I I I I I I I I i __________________ ! ::,k: \V \V \V \V \V ---------------------------------------- 12" DRIP MANIFOLD BURIAL DEPTH 1 11 3 INSET A @ DRIPLINE LAYOUT (TYP) LEGEND: 1. PVC PIPE LATERAL LINE FROM DRIP ZONE VALVE KIT. 2. PVC PIPE SUPPLY HEADER -SEE PLAN FOR SIZE. 3. SCH 40 PVC TEE SxSxT OR ELL, LINE SIZE. 4. DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 5. 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. INSTALL WITH 9" GALVANIZED STEEL WIRE STAKES FIVE (5) FEET ON CENTER 6 PVC PIPE FLUSH EXHAUST MANIFOLD. 7. COMBINATION FLUSH VALVE I DRIP INDICATOR POP-UP HEAD. PLUMBED TO EXHAUST HEADER PVC PIPE AT LOW I END OF DRIP ZONE, TYP. INSTALL "ORANGE" COLOR FOR DOMESTIC WATER AND "PURPLE" FOR RECYCLED WATER -SEE LEGEND FOR TYPE. 8. BARB X BARB INSERT TEE OR CROSS. TYP 9 PLANTER AREA PERIMETER 10. PERIMETER DRIPLINE PIPE TO BE INSTALLED 4"-6" FROM PERIMETER OF PLANTER AREA, MINIMUM 12" DISTANCE FROM BUILDING. 11. PVC PIPE SCH 40 RISER, LENGTH AS REQUIRED. 12. AIRNACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYP) NOT TO SCALE 6" 16" 16" 16" f 1 MAXIMUM t MAXIMUM t MAXIMUM t I I LEGEND SECTION VIEW 1. BARK MULCH FOR SHRUB AREA PLANTING. SEE PLANTING PLAN FOR DEPTH AND TYPE. 2 FINISHED GRADE. 3. AMENDED SOIL. BRING SOIL LEVEL MINIMUM 3" BELOW FINISHED GRADE PRIOR TO DRIP TUBING INSTALLATION. 4. IN-LINE DRIP TUBING -SEE LEGEND FOR TYPE, EMITTER AND ROW SPACING. 5 AMENDED SOIL AS PER LANDSCAPE DRAWINGS 6 9" WIRE STAKES FIVE (5) FEET ON CENTER. 7 HARDSCAPE I CURB I PAVING. NOTES A TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO riJINIMUM 3"-4" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. 8. INSTALL TUBING ROWS A MAXIMUM 16" 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 RE::EIVE 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 ANO 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. @ DRIPLINE LAYOUT (TYP) NOT TO SCALE r 14 1 LEGEND 1. PVC PIPE LATERAL LINE FROM DRIP ZONE KIT 2. PVC PIPE LATERAL LINE SUPPLY MANIFOLD. 3 PVC PIPE INLET HEADER 4. SCH 40 PVC TEE SxSxT, LINE SIZE BY½". 5. DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 6. IN-LINE DRIP TUBING WITH EMITTERS 12 INCH ON CENTER, MAXIMUM ROW SPACING 12"-14" ON CENTER IN SHRUB AREAS AND 10"-12" IN TURF -SEE LEGEND FOR TYPE. 7. TEE MALE ADAPTER. 8 PVC PIPE FLUSH EXHAUST MANIFOLD. 9 COMBINATION FLUSH VALVE I DRIP INDICATOR POP-UP HEAD, PLUMBED TO EXHAUST HEADER PVC PIPE AT LOW I END OF DRIP ZONE, TYP INSTALL "ORANGE" COLOR FOR DOMESTIC WATER AND "PURPLE" FOR RECYCLED WATER -SEE LEGEND FOR TYPE 10. PLANTER AREA PERIMETER. 11. PERIMETER DRIPLINE LATERALS 18" FROM EDGE. REFER TO PIPE INSTALLATION DETAIL FOR DEPTH, SEE PLAN FOR SIZE 4 "-6 "---c.t--- 12. PERIMETER DRIPLINE PIPE TO BE INSTALLED 4"-6" FROM PERIMETER OF PLANTER AREA, MINIMUM 12" DISTANCE FROM BUILDING. NOTES: 13. INSTALL PVC LATERAL LINE WITHIN SLEEVES BETWEEN ALL PLANTERS -SEE LEGEND FOR TYPE. 14. AIRNACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYP) A INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. B DRIP EMITTER LAYOUT SHALL BE TRIANGULAR SPACED INSTALLED WITH 9" WIRE STAKES FIVE (5) FEET ON CENTER. @ DRIPLINE LAYOUT (TYP) NOT TO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" DATE RLA#---EXP. ___ _ REVIEWED BY: INSPECTOR DATE 1----1---+----------------t---+--+----l--~I SH~ETII ~=::::'...'.:=============~ CITY OF CARLSBAD PLANNING DIVISION " "" co 0~ " "" < -" z 0 0 z 00 C A R C H r " -z Q ► " 0 z - 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 I sea-sci.com T E C T u R E 8841 RESEARCH DR SUITE 200 IRVINE· CA 92618 949.387.1323 RIDGELA.COM DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD IRRIGA TIONDETAILS I APPROVED;,.£_ .... 1i!if::= 'j lz.2. lz~ PLANNING DATE DRWN BY: PROJECT NO, DRAWING NO, SOP 15-23 CHKD BY: SWK LPC2023-0007 496-1M ITEM NO 2 3 4 5 FROM PRESSURE REGULATOR FROM PRESSURE REGULATOR MillR NOTE: STRAINER PLAN VIEW 8 9 3"MIN SECTION VIEW PRESSURE REGULATOR MASTER VALVF. 6 TO MASTER VALVF. TO MASTER VALVF. FlOW SENSOR 1. INSTALL ONE TEST STATION LOCATED DIRECTLY DOWNSTREAM OF IRRIGATION PRESSURE REGULATING VALVF.. HEAT BRAND iS" ON PURPLE COLORED PLASTIC TEST STATION LIDS. SIZE AND DESCRIPTION 3 4" BRASS LOCKABLE BALL VALVE WITH 1 / 4' FEMALE THREAD FIP X MmR SWIVF.L 3/4" X 1/4" BRASS THREADED BUSHING WITH 1/4" CAPPED OUTLET ITEM NO 6 7 8 9 SIZE AND DESCRIPTION VALVF. BOX WITH PURPLE COLORED LID LINE SIZED BRASS BALL VALVF. LINE SIZE BY 3/4" SCH 80 TEE PURPLE PVC CL 315 SCH 40 MAINLINE 10 3" MINIMUM DEPTH OF 3/4" WASHED GRAVF.L 11 BRICK OR CONCRm SUPPORTS (END TO END UNDER PERIMETER OF VALVF. BOX BOTTOM) SET AT EDGE OF SET AT EDGE OF ROOT8ALL ROOTBALL SECTION VIEW NOTE. LEGEND: 1. TREE TRUNK. 2 TREE ROOTBALL. 3. IRRIGATION POP-UP HEAD WITH BUBBLER NOZZLE -SEE LEGEND FOR TYPE. 4. FINISHED GRADE. 5 2" LAYER OF MULCH, PER PLANTING PLANS. 6 IRRIGATION POP-UP HEAD -SEE LEGEND FOR TYPE. 7 SCH 80 PVC THREADED RISER - LENGTH AS REQUIRED. 8. PVC LATERAL, PER PLAN. 9 PRE-ASSEMBLED TRIPLE SWING JOINT: HUNTER SJ SERIES (OR APPROVED EQUAL). LAY LENGTH TO BE 6" MINIMUM. SIZE AS PER SPRINKLER OUTLET 10. SET ROOTBALL ON UNDISTURBED NATIVE SOIL 11 . PVC SCH 40 TEE -SST OR ELL -ST ON PVC LATERAL 12 . TREE PIT. PER PLANTING DETAILS. A (2) BUBBLERS REQUIRED FOR 24" BOX TREES AND SMALLER (3) BUBBLERS REQUIRED FOR 36" BOX TREES. (4) BUBBLERS REQUIRED FOR PALMS AND 48" BOX AND LARGER TREES. B. PERCOLATION TEST TO BE DONE FOR DEEP WATERING, AND RESULTS RETURNED TO LANDSCAPE ARCHITECT C. PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE ADJUST PER ROOTBALL SIZE, TYPICAL D USE TEFLO N TAPE ON ALL THREADED FITTINGS , TYPICAL. LEGEND: SECTION VIEW 1. FINISH GRADE. 2. TREE. 3. MICRO-SPRAY POP-UP: RAIN BIRD XERI-POP XP-600X, XERI-POP MICRO SPRAY 6" POP-UP HEAD WITH RAIN BIRD SXB-360-1032 FULL-CIRCLE, ADJUSTABLE XERI-SPRAY WITH 10-32 THREADS. INSTALL WITH RAIN BIRD XBA-1800, 1800 XERI-BUBBLER ADAPTER 4. IN-LINE DRIP TUBING, SEE LEGEND FOR TYPE. 5. ¼" SELF-PIERCING BARB CONNECTOR: RAIN BIRD SPB-025. 6. ¼" DISTRIBUTION TUBING: RAIN BIRD XQ TUBING(LENGTH AS REQUIRED) NOTE: A INSTALL (2) XERI-POP MICRO SPRAY BUBBLERS PER TREE AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYP ICAL ~lii"1111'1111111 111~1 ~lWw!Mmillw =wmrnmmm~, , , , ,=m=' ' "' I= = - -111 Ill Ill 111=111 111=11 1 Ill 'ill , Wrn!Miii!illi!Mm!Mw!Mw!Mrn!Mrn!Miii!Mrn!Mm!Miii1 11 111 111 1111 llillll 11111 111 11 ll l1jj!lllll111111111111ill1 11111i'11llJW1 1111111i'11 -=Ill 1111 1111 1111':::'i11=lll=lll=III 11 111=111-111=111=111 ,~~~-~ NOTES: SECTION VIEW LEGEND: 1. VINE, SEE PLANTING PLAN FOR TYPE. 2. XERI-BUBBLER WITH 1032 THREADED INLET: SEE LEGEND FOR TYPE. 3. RAIN BIRD MODEL PFR/FRA24, PRE-ASSEMBLED 24" POL YFLEX RISER ADAPTER TRIM POL YFLEX RISER 4" ABOVE FINISHED GRADE. 4. RAIN BIRD EASY FIT TEE COMPRESSION FITTING, MDCFTEE WITH FEMALE PIPE THREAD ADAPTER-MDCF75FPT . 5 MULCH OR COBBLE COVER, PER LANDSCAPE PLANS 6. POLYETHYLENE INLINE EMITTER DRIP TUBING, SEE LEGEND FOR TYPE. 7 9" WIRE STAKES FIVE [5) FEET ON CENTER 8 FINISHED GRADE 9 AMENDED SOIL, PER LANDSCAPE PLANS. A PLACE EMITTERS AT EDGE OF ROOTBALL. ADJUST PER ROOTBALL SIZE. TYPICAL B PLACE EMITTERS PLUMB AND AS CLOSE AS POSSIBLE TO SHRUB ROOTBALL. C. OFFSET XERI-BUBBLER TO UP-SLOPE SIDE OF ROOTBALL IN SLOPE CONDITIONS OF 31 OR GREATER D. TRIM POL YFLEX RISER 4" ABOVE FINISHED GRADE. E. ADJUST BUBBLER GPM FLOW BASED ON PLANT WATER REQUI REMENT, REFER TO PLANTING PLAN. @ RECYCLED WATER IRRIGATION NOTTO SCALE CROSS CONNECTION TEST STATION @ POP-UP TREE BUBBLER NOTTO SCALE ® TREE XERI-POP MICRO-SPRAY NOTTO SCALE CD VINE DRIP EMITTER CONNECTION NOTTO SCALE I I llli=i 11 ill W=lli=IlJ- LEGEND 1 FINISH GRADE 2 MASTER VALVE AND FLOW METER WIRES FROM SOLENOID (INCLUDED) 3. VALVE 1.D. TAG VVTH "MV' PRINTED ON IT AND CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION# I.D. TAG 4 PAIR OF WIRES, COLOR CODED DIFFERENT THAN OTHER VALVES. REFER TO CONTROLLER SPECS 5 1 112" SCH 40 CONDUIT FROM CONTROLLER PER SPECS. PULL BOXES EVERY 200' AND ON EACH SIDE OF HARDSCAPES AREA 6 FILTER FABRIC PER SPECS. 7. "PURPLE" PVC MAINLINE PIPING PER IRRIGATION LEGEND. [PLAN SIZE) 8. BRICK SUPPORT. (4 TOTAU 1 @ EA CORNER) NOTES TO DESIGNER 9 1=11 le 14 15 16 17 9 (PURPLE) "RECYCLED WATER" PLASTIC (JUMBO) VALVE BOX PER SPECS HEAT BRAND "MV-FS" ON LID IN 2" HIGH BLOCK LETTERS. 10 WATERPROOF WIRE CONNECTORS (3M DBYIDBR) 11. SHIELDED FLOW SENSOR WIRES TO CONTRO LLER (PER CONTROLLER SPECS) 12 NETAFIM HYDROMETER, REFER TO LEGEND FOR MODEL NUMBER 13. STAINLESS STEEL REINFORCED SCH.BO PVC SPIGOT FEMALE ADAPTOR (LINE SIZE) 14 DRAINAGE NUT FOR VVNTERIZATION (INCLUDED) 15 CONCRETE PAVER SUPPORT BLOCK 16 COMPACTED 314" WASHED GRAVEL. 12" THICK MIN. 17 COMPACTED NATIVE SOIL. 1. NO STRAIGHT PIPE UPSTREAM AND DOWNSTREAM OF HYDROMETER IS REQUIRED . 2 THE INSTALLATION OF AN ISOLATION VALVE UPSTREAM OF THE HYDROMETER IS REQUIRED . 3. ALL THREADED CONNECTIONS SHALL RECEIVE TEFLON TAPE PER TAPE MANUFACTURERS RECOMMENDATIONS ® HYDROMETER NOTTO SCALE (MASTER VALVE & FLOW SENSOR) SECTION VIEW LEGEND 1. FINISHED GRADE IN TURF AREAS 7. PVC MAINLINE TO MASTER VALVE, PIPE PER SPECS. 2. (PURPLE) "RECYCLED WATER" PLASTIC RECTANGULAR VALVE BOX WITH LOCKING 8. 112" ROUND WASHED PEA COVER, USE STAINLESS BOLT, NUT, AND GRAVEL, 2 CUBIC FT WASHER. HEAT BRAND "BS" ONTO LID MARKED FOR "RECYCLED WATER". 9. BRICK SUPPORTS 3. FINISHED GRADE IN SHRUB AREAS LANDSCAPE FABRIC 4. BASKET STRAIN ER, SEE LEGEND 11. PVC MAINLINE FROM P.O.C FOR SPECIFICATION 12. PVC SCH 80 , 45 DEGREE ELL TYP. 5. BRASS NIPPLE TYP. (FOUR REQUIRED) 6. FLANGED CONNECTIONS 13. RECYCLED WATER WARNING TAG NOTES: A USE SCH 80 PVC FITTINGS. B SET TOP OF VALVE BOX½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER I SHRUB AREAS WHERE POSSIBLE INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER D INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE LATERAL LINE DEPTH. SECTION VIEW NOTES: LEGEND 1. POP-UP SPRAY HEAD WITH (PURPLE) "RECYCLED WATER" CAP -SEE LEGEND FOR TYPE. 2 FINISH GRADE. INSTALL HEAD½" ABOVE GRADE IN TURF AREAS AND 1" ABOVE GRADE IN SHRUB AREAS. 3. APPROVED BACKFILL. 4. MANUFACTURED SWING JOINT - HUNTER MODEL #SJ-512 OR RAIN BIRD MODEL #SA-1 25050 112" SWING JOINT ASSEMBLY 5. SCH 40 PVC TEE-SxSxT OR ELL-SxT 6. (PURPLE) PVC LATERAL LINE PIPE, WITH WORDS "RECYCLED WATER-DO NOT DRINK" -SEE LEGEND FOR TYPE, SEE PLANS FOR SIZE. A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS B INSTALL SPRINKLER HEADS 24" FROM ANY NON-PERMEABLE SURFACE. C. INSTALL SPRINKLER HEADS MINIMUM 12" FROM ALL BUILDINGS AND WALLS. D. INSTALL SPRINKLER HEADS PLUMB. E. ADJUST SPRAY OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS F. USE TEFLON TAPE ON THREADED FITTINGS, TYPICAL. (NO LIQUID TEFLON) G DO NOT SCALE DRAWINGS. H DO NOT USE SIDE INLET. 2 NOTE 14" 12" 12" 0 PLAN VIEW LEGEND 1. SUPPLY HEADER, 314" PVC SCH 40. 2. DRIP REMOTE CONTROL VALVE ASSEMBLY SEE LEGEND FOR TYPE. 3 LANDSCAPE DRIPLINE TUBING. DRIPLINE SPACING: 12" 4 9" WIRE STAKES - 5 FEET ON CENTER 5 PVC SCH 40 SxSxT TEE I ELL WITH DRIPLINE INSERT FITTING. 6. DRIPLINE INSERT CROSS FITTINGS TYP. 7. TREE ROOTBALL. 8 DRIPLINE INSERT TEE FITTINGS TYP. 9. DRIPLINE TUBING CONTINUING TO FLUSH MAN IFOLD. 0 10. 6" XERI-POP MICRO SPRAY BUBBLER (2 REQ. PER TREE) SEE LEGEND FOR TYPE. DRIPLINE TUBING TO BE INSTALLED BELOW GRADE WITH 2" TOPSOIL COVER DRIP RINGS FOR ADDITIONAL DEEP WATER TO TREES PLANTED IN SHRUB AND GROUND COVER AREAS -RINGS TO BE CONNECTED TO SHRUB AND GROUND COVER DRIP LINES. DRIP EMITTERS TO BE PLACED AT TREE ROOTBALL AND ADJUST FLOW PER TREE WATER REQUIREMENT @ BASKET STRAINER NOTTO SCALE © POP-UP SPRINKLER NOTTO SCALE Q) TREE DRIP-RING LAYOUT NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "' CN mo o " , - •w • -" " 0 0 z a C A R C r H " z 0 ► " 0 " - 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 I sea-sci.com T E C T u R E 8B4I REIEARCH DR IUITE 200 IRVINE • CA 92618 949.387.1323 RIOGELA.COM "AS-BUILT" RLA#---EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1----l-----+----------------t----+--+-------1-------1 ! SH1EOET II . PLANNING DIVISION ;;:L:::;:A:;::N~D S~C~A;,..;P:::;E==.::I M:::;P;:R:;:O:::;VE;,:M:;E;:N;:T:::;P;L:::;A=:=N;:S:::;F;O:::;R;:=: ======= CITY OF CARLSBAD DATE INITIAL DATE INITIAL OATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD APPROVED: PLANNING ORWN BY: __ _ CHKO B Y: SWK IRRIGATION DETAILS PROJECT NO. SOP 15-23 LPC2023-0007 DATE DRAWING NO. 496-1M 161l----+--I 13~----- 5 SECTION VIEW LEGEND 1. STAINLESS STEEL, TOP-ENTRY CONTROLLER ENCLOSURE -NEMA 3R RAINPROOF RATED -WITH LOCKING LID, SHOWN OPEN 2 TERMINAL STRIP FOR REMOTE CONTROL VALVE WIRE CONNECTION. 3 STAINLESS STEEL, U L. LISTED, PRE-DRILLED, REMOVABLE BACKBOARD. REMOVABLE FRONT PANEL, NOT SHOWN 4. FINISHED GRADE. 5. 3" PVC CONDUIT WITH SWEEP ELL FOR DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES. 6. 1" PVC CONDUIT WITH SWEEP ELL FOR MASTER VALVE. 7. 1" PVC CONDUIT WITH SWEEP ELL FOR FLOW METER. 8. 1" PVC CONDUIT SWEEP FOR 120 VAC POWER FROM METERED SOURCE. 9. 1" PVC CONDUIT WITH SWEEP ELL FOR GROUND ROD CABLE. 10 (1) %" X 8' COPPER GROUND ROD MINIMUM WI #10 GROUND WIRE AND CLAMP. INSTALL INSIDE A 10" ROUND VALVE BOX-GROUND ROD TO BE LOCATED WITHIN 15' OF CONTROLLER CONTRACTOR SHALL INSTALL ACTUAL GROUNDING EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. 11 POURED CONCRETE BASE -6" MINIMUM THICKNESS -EXTEND 6" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE WITH½% SLOPE FOR DRAINAGE-SLOPE EDGES TO DRAIN AWAY FROM CONTROLLER 12 WATER PROOF EPOXY SEALANT AT CONTROLLER BASE. 13 POWER SWITCH AND RECEPTACLE. 14 "ET" I RAIN SENSOR LOCATED WITHIN STAINLESS STEEL ENCLOSURE -SEE LEGEND FOR TYPE. 15 CONTROLLER -SEE LEGEND FOR TYPE. 16. WARNING SIGN "RECYCLED WATER DO NOT DRINK" IN ENGLISH AND SPANISH, LOCATED ON OUTSIDE OF ENCLOSURE LEGEND: 15 13\-..-,,,:::==r=r:z' 2• MIN. 4• MAX. SECTION VIEW 1. REMOVABLE QUICK COUPLER KEY ASSEMBLY CONNECTION. KEY MUST CLEAR VALVE BOX, AS SHOWN. 2 (PURPLE) "RECYCLED WATER" PLASTIC 10" ROUND ' "' -,,--, ( Ci 11 Ii' 111 I Ip 11, -4 --------1 7 t-® 7 LANDSCAPE FABRIC 8 #4 REBAR -36" MINIMUM LENGTH 9 PVC MAINLINE -SEE LEGEND FOR TYPE. VALVE BOX WITH LOCKING COVER, USE STAINLESS 10 PVC SCH 80 TEE OR ELL. BOLT, NUT, AND WASHER. HEAT BRAND "QCV" ONTO LID 11. PVC NIPPLE, 6" MINIMUM LENGTH MARKED FOR "RECYCLED WATER" 12. NOMINAL SIZE SOLID BRICK SUPPORTS 3 FINISHED GRADE (3 MINIMUM REQUIRED -SPACED 4 PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO EQUALLY). READ "RECYCLED WATER-DO NOT DRINK" IN ENGLISH 13. PVC ELL -2 REQUIRED AND SPANISH 14 PVC NIPPLE, LENGTH AS REQUIRED. 5 STAINLESS STEEL CLAMP - 2 REQUIRED 15. ACME THREAD QUICK COUPLING 6 112" ROUND WASHED PEA GRAVEL -MINIMUM 4" DEPTH. VALVE WITH (PURPLE) RECYCLED WATER LOCKING CAP -SEE LEGEND NOTES FOR TYPE A USE SCH 80 PVC 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH B SET TOP OF VALVE BOX 1-112" ABOVE FINISHED GRADE IN MULCH OR GROUNDCOVER I SHRUB AREAS, SET½" ABOVE FINISHED GRADE IN TURF AREAS C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. 8 SECTION VIEW 0,-........(5 LEGEND. 1 PVC LATERAL LINE PIPE (PURPLE) "RECYCLED WATER" WITH WORDS "RECYCLED WATER-DO NOT DRINK". SEE LEGEND FOR TYPE -DEPTH PER SPECIFICATIONS. 2. PVC SCH 40, 45 DEGREE ELL -TYP. (2X). 3. 112" ROUND WASHED PEA GRAVEL-MINIMUM 4" DEPTH. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). 5. LANDSCAPE FABRIC 6 PVC MAINLINE (PURPLE) "RECYCLED WATER" WITH WORDS "RECYCLED WATER-DO NOT DRINK" SEE LEGEND FOR TYPE, DEPTH PER SPECIFICATIONS. 7 PVC SCH 80 TEE OR ELL ON MAINLINE OR MANIFOLD. 8. SEE SPECIFICATIONS AND TRENCHING DETAIL FOR MAINLINE DEPTH. 9. SCH 80 PVC NIPPLE -LENGTH AS REQUIRED (3 REQUIRED). 10. SCH 80 PVC THREADED ELL. 11 FINISHED GRADE SET TOP OF VALVE BOX½" ABOVE FINISHED GRADE IN TURF AREAS, AND 1-112" IN SHRUB I GROUND COVER AREAS. 12. (PURPLE) "RECYCLED WATER" PLASTIC LABEL TO READ "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH AND VALVE# 1.D. TAG ATTACHED WITH NYLON TIES. 13 PLASTIC RECTANGULAR VALVE BOX WITH LOCKING (PURPLE) "RECYCLED WATER" COVER, USE STAINLESS BOLT, NUT, & WASHER HEAT BRAND "RCV" & CONTROLLER STATION NUMBER ONTO LID. 14. CONTROL WIRE CONNECTIONS, PRE-FILLED WITH WATER PROOF INSULATING GEL SEALANT. SEE LEGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT VALVE. 15. SCH 80 PVC FEMALE ADAPTER. 16. PVC SCH 80 UNION (VALVE SIZE) WITH REDUCING BUSH IF REQUIRED. 17. REMOTE CONTROL VALVE. SEE LEGEND FOR TYPE. 18. SCH 80 PVC RISER -LENGTH AS REQUIRED 19. PRESSURE REGULATOR, IF SPECIFIED NOTES: A. USE SCH 80 PVC FITTINGS ON UPSTREAM PRESSURE SIDE OF VALVE B. USE SCH 40 PVC FITTINGS ON NON-PRESSURE SIDE OF VALVE. C. SET TOP OF VALVE BOX)\" ABOVE FINISHED GRADE IN TURF AREAS AND 1-112" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS D. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER I SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER. E. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. F. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE LATERAL LINE DEPTH. LEGEND: 1. FINISHED GRADE. -m I 1-11 1 111:=--1 ' 2. (PURPLE) "RECYCLED WATER" PLASTIC RECTANGULAR SUPER JUMBO VALVE BOX 30"L x 18"W X 17"H. WITH LOCKING PURPLE COVER. USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "Fl" ONTO LID MARKED FOR "RECYCLED WATER" 3. PROPORTIONING CAP WITH FEED ADJUSTMENT KNOB 4. EZ-FLO SHUT OFF VALVES. 5. EZ-FLO FERTILIZING SYSTEM. SEE LEGEND FOR SIZE 6. (FERTILIZER OUT) CONNECT CLEAR TUBE TO GREEN CONNECTIONS ON PROPORTIONING CAP AND COUPLING. 7. (WATER IN) CONNECT BLACK TUBE TO BLUE CONNECTIONS ON PROPORTIONING CAP AND COUPLING. 8. 114" TUBING CLAMP -BOTH THE GREEN AND BLUE COUPLING TUBING CONNECTIONS. 9 APPROVED BACKFILL. 10 PVC MAIN LINE TO VALVE MANIFOLD. 11 EZ COUPLING CONNECTOR -INSTALL ACCORDING TO WATER FLOW DIRECTION ARROW, SIZE PER MAINLINE 12. 112" ROUND WASHED PEA GRAVEL (MINIMUM 4" DEPTH) 13. LANDSCAPE FABRIC. 14. INLINE THREADED BRASS CHECK VALVE, SIZE PER MAINLINE 15. PVC MAIN LINE FROM P.O.C EQUIPMENT. 16. NOMINAL SIZE SOLID BRICK (4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). 17. (PURPLE) "RECYCLED WATER" PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO READ "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH. NOTE ITEMS 3, 4, 5, 6, 7 AND 8 ARE INCLUDED WITH THE EZ-FLO SYSTEM. ITEM 11 IS PURCHASED SEPARATELY, SIZE ITEM 11PER MAINLINE. @ CONTROLLER ASSEMBLY NOTTO SCALE @QUICK COUPLER VALVE NOTTOSCALE ® REMOTE CONTROL VALVE NOTTOSCALE @ FERTILIZING SYSTEM NOTTO SCALE SECTION VIEW DIMENSION A B LESS THAN 3" IN DIAMETER 12" 18" 3" -5-112" IN DIAMETER 12" 24" 6' OR GREATER IN DIAMETER 12" 36" LEGEND 1. FINISHED GRADE. 2. CLEAN COMPACTED BACKFILL 3. UNDISTURBED SOIL. 4 LATERAL LINE PVC PIPE -SEE LEGEND FOR TYPE, SEE PLANS FOR SIZE 5 MAINLINE PVC PIPE -SEE LEGEND FOR TYPE, SEE PLANS FOR SIZE 6 CONTROL WIRES. TAPE AND BUNDLE TO MAINLINE@ 10' O.C. 7. TWO 3" WIDE, (PURPLE) "RECYCLED WATER", DETECTIBLE METALLIC MARKING TAPES CONTINUOUS ALONG MAINLINE ROUTING. ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF MAINLINE AND ONE 12" ABOVE THE TOP OF MAINLINE. NOTES A LINES MUST HAVE MINIMUM CLEARANCE OF 4" FROM EACH OTHER AND 24" FROM OTHER TRADES. B. RUN WIRING UNDER MAINLINE. TAPE AND BUNDLE@ 10' 0 C C. TIE A 24" WIRE LOOP IN ALL WIRING AT CHANGES IN DIRECTION D. CONTRACTOR MUST ADJUST MAINLINE AROUND ALL STREET LIGHT LOCATIONS E. FOR RECYCLED WATER USE, INSTALL (PURPLE) "RECYCLED WATER" PVC PIPE WITH WORDS "RECYCLED WATER-DO NOT DRINK" PIPE INSTALLATION NOT TO SCALE 18" ~ -------© 1---------10 ,ntJ~~-----1 8 ~ro-~---------110 ...,~----------1 3 Dn•~-------1@ ~-----{12 NOTES PLAN VIEW LEGEND: 1. IRRIGATION MAINLINE. 2. SCH 80 PVC TEE, SxSxT MAINLINE X MANIFOLD SIZE 3. PVC BALL VALVE PLACED WITHIN PLASTIC RECTANGULAR VALVE BOX. SIZE PER LARGEST LATERAL LINE PIPE SIZE IN MANIFOLD, TYPICAL. 4. SCH 80 PVC UNION. 5. MINIMUM 12" SEPARATION BETWEEN ALL VALVE BOXES. 6. REMOTE CONTROL VALVE PLACED WITHIN PLASTIC RECTANGULAR VALVE BOX, TYPICAL. 7. IRRIGATION SUB-MAINLINE. SIZE PER LARGEST LATERAL LINE PIPE SIZE IN MANIFOLD. TYPICAL 8. LATERAL LINE TO SPRINKLERS 9 HARDSCAPE EDGE INSTALL MAINLINE 18" OFF OF HARDSCAPE EDGE. 10 1-112" SCH 40 PVC PIPE AND FITTINGS. 11 QUICK COUPLER SWING JOINT. 12 QUICK COUPLER VALVE PLACED WITHIN A PLASTIC 10" ROUND VALVE BOX. QUICK COUPLER MANIFOLD TO BE SEPARATE FROM RCV MANIFOLD. A CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICING OF VALVE B SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER / SHRUB AREAS WHERE POSSIBLE INSTALL IN TURF AREAS ONLY WHEN THERE IS NO ADJACENT GROUNDCOVER C. SET VALVE BOXES 1-1/2" MAXIMUM ABOVE GRADE IN MULCH OR GROUNDCOVER I SHRUB AREAS, SET½" ABOVE FINISH GRADE IN TURF AREAS D. SET VALVE BOXES PARALLEL TO ONE ANOTHER AND PERPENDICULAR TO EDGE. E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT THEIR DEFORMATION/ COLLAPSE. F. HEAT-BRAND APPROPRIATE CONTROLLER LETTER AND STATION NUMBER ONTO VALVE BOX LID. SECTION VIEW INSTALL XCZ-PRB-100-COM, 1" VALVE ASSEMBLY FOR DEMANDS (1 -14) GPM. INSTALL XCZ-PRB-150-COM, 1-1/2" VALVE ASSEMBLY FOR DEMANDS (15-35) GPM. LEGEN 1 CONTROL WIRE CONNECTIONS, PRE-FILLED WITH WATER PROOF INSULATING GEL SEALANT - PROVIDE 24" COIL OF WIRE AT VALVE. 2. REMOTE CONTROL VALVE WITH (PURPLE) HANDLE -SEE LEGEND FOR TYPE. 3. BASKET FILTER. 4 PVC SCH 40 MALE ADAPTER. (2 REQ. FOR 1" VALVE) (4 REQ. FOR 1-112" VALVE) 5. PVC SCH 80 UNION.(1 REQ. FOR 1" VALVE) (2 REQ. FOR 1-112" VALVE) 6. PVC SCH 80 NIPPLE -LENGTH AS REQUIRED, TYPICAL. 7 (PURPLE) "RECYCLED WATER" PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER, USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "RCV" & CONTROLLER STATION NUMBER ONTO LID. 8. FINISHED GRADE -SET TOP OF VALVE BOX½" ABOVE GRADE IN TURF AREAS AND 2" ABOVE GRADE IN SHRUB/ GROUND COVER AREAS. 9. (PURPLE) "RECYCLED WATER" PVC LATERAL LINE TO DRIP SYSTEM. 10. NOMINAL SIZE SOLID BRICK-4 REQUIRED, ONE AT EACH CORNER OF VALVE BOX. 11. 112" ROUND WASHED PEA GRAVEL -MINIMUM 4" DEPTH. 12. LANDSCAPE FABRIC. 13 PVC SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND PVC SCH 40 ELL. 14. (PURPLE) "RECYCLED WATER" PVC MAINLINE -DEPTH PER SPECIFICATIONS. 15. PVC SCH 80 NIPPLE. (LENGTH S REQUIRED) 16. PVC SCH 80 ELL. 17. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION# 1.D. TAG ATTACHED TO VALVE BONNET BOLT. NOTES: A USE SCH 80 PVC FITTINGS ON UPSTREAM PRESSURE SIDE OF VALVE. B. USE SCH 40 PVC FITTINGS ON NON-PRESSURE SIDE OF VALVE. C SET TOP OF VALVE BOX½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-112" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS D. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. E. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE LATERAL LINE DEPTH ~--12 l3~3~111ffi1i11~;====t=============~~il~g[ ___ ~ ·' -' 1111111111 i' 111 1 ~-:. i:;:x. 11 )--_,1 __ 11 l"'-1 i',11 tq.-~~0U. ~ --{7 4"MlN SECTION VIEW LEGEND 1. (PURPLE) "RECYCLED WATER" PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER, USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "BV" ONTO LID MARKED FOR "RECYCLED WATER". 2. FINISHED GRADE. 3. SCH 80 PVC NIPPLE -LENGTH AS REQUIRED. 4. SCH 80 PVC UNION. 5. SCH 80 PVC FEMALE ADAPTER (2 REQUIRED). 6 PVC MAINLINE (PURPLE) WITH WORDS "RECYCLED WATER-DO NOT DRINK" -DEPTH PER SPECS. NOTES 7. 112" ROUND WASHED PEA GRAVEL - MINIMUM 4" DEPTH. 8. NOMINAL SIZE SOLID BRICK (4 REQUIRED - ONE AT EACH CORNER OF VALVE BOX). 9. LANDSCAPE FABRIC. 10. PVC BALL VALVE -SEE LEGEND FOR SPECIFICATION. 11. PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO READ "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH. A SCH 80, 45 DEGREE ELBOW FITTINGS, SHALL BE USED TO RAISE MAINLINE WITHIN 12" OF FINISHED GRADE. (FOUR REQUIRED) B. SET TOP OF VALVE BOX½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-112" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D VALVE BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. E. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE -INSTALL VALVE CENTERED IN BOX. F. BOLTDOWN VALVE BOX COVER WITH STAINLESS STEEL BOLT AND WASHER. G. ALL MAINLINE AND VALVE FITTINGS SHALL BE SCHEDULE 80 FITTINGS. @) MANIFOLD ASSEMBLIES NOTTO SCALE Cf) DRIP REMOTE CONTROL VALVE NOTTOSCALE BALLVALVE NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ,, "" m □ o" .~ ww s - I 0 0 z w C A R C H r --z Cl ► " 0 I - 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 j sea-sci.com T E C T u R E 8841 RESEARCH DR SUITE 200 IRVINE· CA 92618 949.387.1323 RIDGELHOM "AS-BUILT" DATE RLA#--- REVIEWED BY: INSPECTOR DATE 1--~---l-------------+----+-----+---I-----------I I sH1E1ET I l __ c_1T_Y___c_::co=F=c--=:,A=R=L=-s-B_A_□ _ ___, _ PLANNING DIVISION DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD APPROVED: PLANNING DRWN BY: __ _ CHKD BY: SWK IRRIGATION DETAILS PROJECT NO. SOP 15-23 LPC2023-0007 DATE DRAWING NO, 496-1M SERVICE TO BUILDING FROM POTABLE WATER METER 5L-~ 5 )-------4 5 4 5 SERVICE FROM POTABLE WATER METER ITEM 0 Q ITEM 1 2. 3. 4. 5. 6. 7. 8. §fr 9 10. ~ DESCRIPTION NOTE OWNER IS RESPONSIBLE FOR PROVIDING WATER SOURCE TO BYPASS TEE DURING ANNUAL RECYCLED WATER CROSS CONNECTION TESTING. NOTES THE LISTED PIPE AND FITTINGS 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. DESCRIPTION (SEE NOTES) 2" COPPER x COPPER UNION 2" x 2" x 2" COPPER TEE 2" MALE x COPPER ADAPTER 2" BALL VALVE WITH HAND LEVER TYPE L COPPER 2" x 1.5" FIRE HOSE FITTING 2" BALL VALVE WITH PADLOCK WING 2" x 2" x 1" C x C x C TEE 3/4" HOSE BIB OR TEST COCK 2" x 3/4" C x MIP ADAPTER SPEC/ DWG REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT BYPASS TEE CITY ENGINErn DAfE FOR RECYCLED WATER STANDARD OWG NO W-35 BYPASS TEE FOR ' lC) =111=111= = ~11 i 111 Ii' 111 Ii' 111 'l·1i'lllli'IIIII. m:·. SECTION VIEW LEGEND: 1. 1/2" ROUND WASHED PEA GRAVEL-MINIMUM 4 INCH DEPTH 2. SOIL SEPARATOR FABRIC. 3. NOMINAL SIZE SOLID BRICK SUPPORTS (3 MINIMUM REQUIRED -SPACED EQUALLY) 4 FINISHED GRADE -SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" IN SHRUB/ GROUND COVER AREAS 5. 10" ROUND PLASTIC VALVE BOX. HEAT BRAND "PB" ONTO LID 6. EXPANSION LOOP, 36" MINIMUM LENGTH -SEE SHEET FOR QUANTITY OF WIRES. 7. CONTROL WIRES. SPARE WIRES SHALL BE A DIFFERENT COLOR THAN REMOTE CONTROL VALVE WIRES LABEL WIRES "SPARE" AT BOTH ENDS. 8. WATERPROOF WIRE CONNECTOR TO PROTECT CONDUCTOR ENDS NOTES A SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER / SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER B. SET VALVE BOXES 1-1/2" MAXIMUM ABOVE GRADE IN MULCH OR GROUNDCOVER / SHRUB AREAS, SET½" ABOVE FINISH GRADE IN TURF AREAS. C AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT THEIR DEFORMATION/ COLLAPSE l : POTABLE WATER LINE c3 © F r 111-111_ 12" MINIMUM REQUIRED 111 111 VERTICAL SEPARATION 111 111 111 . . 111 111 11 SECTION VIEW -NOT TO SCALE NOTES: 3. "PURPLE" RECYCLED WATER PVC PIPE NON-PRESSURE LATERAL LINE PIPE FROM IRRIGATION HEAD TO IRRIGATION HEAD. WHENEVER THE LINES CROSS THE POTABLE PIPE, NO SLEEVE IS REQUIRED. 4. "PURPLE" RECYCLED WATER PVC PIPE PRESSURE MAINLINE. 5 CONTROL WIRES. TAPE AND BUNDLE TO MAINLINE@ 10' O.C. 6 POTABLE WATER LINE. 7. "PURPLE" RECYCLED WATER PVC PIPE PRESSURE MAINLINE PLACED WITHIN SLEEVE 8 CONTROL WIRES PLACED WITHIN SLEEVE FOR PAVING AND HARDSCAPE CROSSINGS. A. WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES CROSS, THE RECYCLED LINES SHALL BE INSTALLED IN A CLASS 200 PURPLE COLORED PVC SLEEVE. PVC SLEEVE SHALL EXTEND 10 FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 20 FEET. B. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. C VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABLE WATER LINE. D. ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED. E. IF POTABLE WATER LINE HAS LESS THAN (36") COVER, RECYCLED WATER LINE MUST CROSS BELOW POTABLE WATER LINE REFER TO THE WATER AGENCIES' STANDARDS DESIGN GUIDE FOR PIPE SEPARATION REQUIREMENTS NOTTO SCALE 12 12 SECTION VIEW LEGEND 1. ROAD PAVING. 2. UNDISTURBED SOIL. 3. SAND BACKFILL 4. SLEEVES UNDER ROADS: 6" OR LESS IN DIAMETER -36" COVER SCHEDULE 80 PVC. 5. SLEEVES UNDER ROADS GREATER THAN 6" IN DIAMETER -48" COVER SCHEDULE 80 PVC. 6. PVC SCH. 40 WIRE SLEEVE. 7. SLEEVES UNDER PAVING (NON-ROADS): 6" OR GREATER IN DIAMETER -36" COVER SCHEDULE 40 PVC NOTES 8 SLEEVES UNDER PAVING (NON-ROADS)· 3" -5-1/2" IN DIAMETER -24" COVER SCHEDULE 40 PVC 9 SLEEVES UNDER PAVING (NON-ROADS) LESS THAN 3" IN DIAMETER -18" COVER SCHEDULE 40 PVC 10. 12" CLEAN COMPACTED BACKFILL. 11. HARDSCAPE / PAVING (NON-ROAD). 12. (2) TWO 3" MINIMUM WIDTH, "PURPLE" RECYCLED WATER, DETECTIBLE METALLIC MARKING TAPES CONTINUOUS ALONG MAINLINE ROUTING. ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF MAINLINE ATTACHED EVERY 5' AND ONE TAPE LOCATED 12" ABOVE MAINLINE. A SLEEVES SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED C SLEEVE LOCATIONS SHALL BE MARKED AT EACH END AT THE TIME OF INSTALLATION WITH A PAINTED SPOT ON THE BACK FACE OF THE CURB OR OTHER SIMILAR MARKING D. EXACT SLEEVE LOCATIONS SHALL BE MARKED ON RECORD DRAWINGS WITH DIMENSIONING FOR IRRIGATION AS-BUILT PLANS PRIOR TO BACKFILL E. FOR RECYCLED WATER USE, INSTALL (PURPLE) "RECYCLED WATER" PVC PIPE WITH WORDS "RECYCLED WATER-DO NOT DRINK" RECYCLED WATER TESTING NOTTO SCALE @ SPARE WIRE STUB-OUT NOTTO SCALE ® RECYCLED I POTABLE PIPE CROSSING SLEEVE INSTALLATION NOTTO SCALE ,--WATER METER ,--APPROVED REDUCED PRESSURE BACKFLOW PREVENTION ASS EMBLY (SUPPLIED BY CONTRACTOR) r--WHITE PVC PIPE OR COPPER PIPE .---CONCRETE VALVE BOX 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 ASSEMBLY MUST BE TESTED BEFORE USE BY A CERTIFIED BACKFLOW ASSEMBLY TESTER AND APPROVED. 3. HYDRANT MUST BE FULLY OPENED DURING USE. 4. PROVIDE ADJUSTABLE PIPE SUPPORT AS REQUIRED BY DISTRICT'S REPRESENTATIVE 2• PLANTER AREA \ FINISH GRADE OF -L '---TYPE "K" COPPER/BRASS HARD PIPE TO IRRIGATION SYSTEM ~-FUTURE WATER METER NOTTO SCALE EE TEMPORARY POTABLE WATER HIGHLINE CONNECTION -" I 0 0 z ~ C C A R 5' w 1/2" 2 1/2" "' ~ =t2" 10" 5" 318" DIA • a.. (2 PLCS.) ~i:: 1" REQUIRED SIGNAGE FOR RECYCLED WATER USE AREAS: ALL USE AREAS ACCESSIBLE TO THE PUBLIC SHALL BE POSTED WITH SIGNS (MINIMUM 2 PER METER) THAT ARE VISIBLE TO THE PUBLIC. I ~~~~___j_-,L_>---+--INSTALL SIGN WITH VANDAL I-PROOF 3/8" STAINLESS STEEL 5" IRRIGACION CON AGUA RECICLADA NO LA TOME • 518" R (4 PLCSJ ~ ~ 1" BOLTS AT A MINIMUM OF TWO LOCATIONS -LENGTH AS REQUIRED. USE 1" DIAMETER WASHER TO PROTECT SIGN. Vf--------1-114" GALVANIZED STEEL -+----------< U -CHANNEL, OR BOX POST PAINTED WHITE. _,,, SECTION VIEW -N.T.S. A. SIGN MAT'L: .063 THK ALUM (6063T-4) B. SIGN FACE: WHITE REFLECTIVE SHEETING 3M DIAMOND GRADE OR APPROVED EQUAL (PER CALIF. D.0.T. MAT'LS SPECIFICATIONS) COLORS: -WHITE WILL BE USED FOR LETTERING AND THE PICTOGRAM BACKGROUND -PURPLE (EQUAL TO SPL 71 PERMANENT VIOLET 498) WILL BE USED FOR THE GENERAL BACKGROUND. -BLACK WILL BE USED FOR THE PICTOGRAM OUTLINE -RED WILL BE USED FOR THE "PROHIBIT" SYMBOL. C. SIGN POST INSTALLATION SHALL BE APPROVED BY THE WATER QUALITY TECHNICIAN. D. LOCATION OF SIGNS SHALL BE APPROVED BY THE CITY ENGINEER. E VANDAL PROOF HARDWARE SHALL BE USED ON ALL CONNECTIONS FOR THE RECYCLED WATER SIGNAGE. C H 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 I sea-sci.com T E C T u NOTTO SCALE R E 1-------!1 11----{2 1111+-------------3 SECTION VIEW NOTES LEGEND 1. LOW VOLTAGE WIRES -SEE LEGEND FOR SIZE AND TYPE. 2 POLY TUBE PRE-FILLED WITH WATERPROOF GEL -SEE LEGEND FOR TYPE. 3 WIRE CONNECTOR-AS APPROVED A WIRES SHALL BE PRE-STRIPPED OF½" OF THE INSULATION. JOIN WIRES AND TWIST TOGETHER PRIOR TO INSTALLING CONNECTOR FOR PROPER CONNECTION TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. B ALL WIRE CONNECTIONS SHALL INCLUDE A WIRE NUT CONNECTOR AND A POLY TUBE PRE-FILLED WITH WATERPROOF SEALING GEL. C DIRECT BURY SPLICE KIT MODEL# SA 101 SHALL BE USED TO ELECTRICALLY CONNECT 2 -#14 AND/OR 1 -#18 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE MODEL# SA102, A LARGER WIRE CONNECTOR. NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" DATE RLA#---EXP, ___ _ REVIEWED BY: INSPECTOR DATE 1----------i---t------------+---+----+---+--------I I SH1E2ET 11 CITY OF CARLS BAD . PLANNING DIVISION ~==-======================~ LANDSCAPE IMPROVEMENT PLANS FOR: 8B41 RESEARCH DR SUITE 200 IRVINE· CA 92618 949.387.1323 RIDGELA.COM DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD APPROVED: PLANNING DRWN BY: __ _ CHKD BY: SWK IRRIGATION DETAILS PROJECT NO. SOP 15-23 LPC2023-0007 DATE DRAWING NO. 496-1M SECTION 02811 LANDSCAPE IRRIGATION SYSTEM RECLAIMED WATER Note: In case of conflicts, City of Carlsbad Standard specifications shall take precedence. Part 1 -GENERAL 1.01 SUMMARY A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation satisfactory to the Owner. B. The work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as indicated on the drawings, in these specifications, and as necessary to complete the contract. 1.02 CONSTRUCTION DRAWINGS A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. B. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Architect shall have final authority for clarification. When a conflict occurs between an item shown on the plan and as shown on the specifications, the Architect shall have final authority for clarification. C. The Contractor shall not wilfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Architect as soon as detected. In the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. 1.03 QUALITY ASSURANCE A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct all work performed under this section. B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnishes directions covering points not shown in the drawings and specifications. C. 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. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to Owner. E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify permits secured or arrangements made by others affecting the work of this section. 1.04 SUBMITTALS A. Materials List: 1. After award of contract and before any irrigation system materials are delivered to the job site, submit to the Owner a complete list of all irrigation systems, materials, or processes proposed to be furnished and installed as part of this contract. 2. Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, furnish the manufacturer's recommendations as to the method of installation. 3. No substitutions will be allowed without prior written acceptance by the Architect or Owner's authorized representative. 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. Substitutions: If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the Architect or Owner's authorized representative for approval. 1. Provide a written statement indicating the reason for making the substitution. 2. Provide catalog cut sheets, technical data, and performance information for each substitute item. 3. Provide in writing the difference in installed price if the item is accepted. 1.05 EXISTING CONDITIONS A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, and telephone line connection to the irrigation system. B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of construction. Should a discrepancy exist, notify the Architect and Owner's authorized representative prior to beginning construction. C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other u_tilities as are commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, the Contractor shall promptly notify the Architect and Owner who will arrange for relocations. The Irrigation Contractor will proceed in the same manner if a rock layer or any other such conditions are encountered. D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his own cost, all damage resulting from his operations or negligence. E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. 1.06 INSPECTIONS A. The Contractor shall permit the Architect and Owner's authorized representative to visit and inspect at all times any part of the work and shall provide safe access for such visits. B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Architect, Owner's authorized representative, and/or governing agencies. The Irrigation Contractor shall be solely responsible for notifying the Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Irrigation Contractor's expense. C. Inspections will be required for the following at a minimum: 1. System layout 2. Pressure test of irrigation main line (Four hours at 125 PSI or 120% of static water pressure, which ever is greater.) 3. Coverage test of irrigation system 4. Final inspection prior to start of maintenance period 5. Final acceptance D. Site observations and testing will not commence without the record drawings as prepared by the Irrigation Contractor. Record drawings must complete and up to date for each site visit. E. Work which fails testing and is not accepted will be retested. Hourly rates and expenses of the Architect, Owner's authorized representative, and governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no additional expense to Owner. 1.07 STORAGE AND HANDLING A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. 1.08 CLEANUP AND DISPOSAL A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so by the Owner's authorized representative. B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site in a legal disposal area. 1.09 TURNOVER ITEMS A. Record Drawings: 1. Record accurately on one set of contract drawings all changes in the work constituting departures from the original contract drawings. 2. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the Architect or Owner's authorized representative. Prior to final inspection of work, submit record drawings to the Architect or Owner's authorized representative. 3. Dimensions from/to permanent points of reference such as buildings, sidewalks, curbs, etc. shall be shown. Data on record drawings shall be recorded on a day to day basis as the project is being installed. All lettering on drawings shall be minimum 1/8 inch in size. 4. Show locations and depths of the following items: a. Point of connection (including water meters, backflow preventors, master control valves, etc.) b. Routing of sprinkler pressure lines (dimensions shown at a maximum of 100 feet along routing and at all changes in direction) c. Gate valves d. Automatic remote control valves e. Quick coupling valves f. Routing of control wires g. Irrigation controllers h. Related equipment (as may be directed) 5. Maintain record drawings on site at all times. Upon completion of work, transfer all as-built information and dimensions to a clean set of bond prints, using red, waterproof ink and submit to the Landscape Architect. Landscape Architect shall be responsible for drafting the final as-built plans, based on dimensions provided by the Contractor, and submitting to the City for review, approval and signature prior to release of securities. B. Controller Charts: 1. Record drawings must be approved by Architect and/or Owner's authorized representative before charts are prepared. 2. Provide one controller chart for each automatic controller. Chart shall show the area covered by the particular controller. 3. The chart is to be a reduced copy of the actual "record" drawing. In the event the controller sequence is not legible when the drawing is reduced, ii shall be enlarged to a readable size. 4. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 5 mils in thickness. C. Operation and Maintenance Manuals: 1. Two individually bound copies of operation and maintenance manuals shall be delivered to the Architect or Owner's authorized representative at least 10 calendar days prior to final inspection. The manuals shall describe the material nstalled and the proper operation of the system. 2. Each complete, bound manual shall include the following information: a. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including names and addresses of local manufacturer representatives. b. Operating and maintenance instructions for all equipment. c. Spare parts lists and related manufacturer information for all equipment. " CN :no c" a- mw < " 0 0 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 I sea-sci.com z w C A R C H r " T E C T u -z 0 > " 0 I - R D. Equipment: 1. Supply as a part of this contract the following items: a. Two (2) wrenches for disassembly and adjustment of each type of sprinkler head used in the irrigation system. b. Three 30-inch sprinkler keys for manual operation of control valves. c. Two keys for each automatic controller. d. Two quick coupler keys with a 3/4" bronze hose bib, bent nose type with hand wheel and two coupler lid keys. e. One valve box cover key or wrench. f_ One 5-foot tee wrench for operating butterfly valves (if used). g. Six extra sprinkler heads of each size and type. 2. The above equipment shall be turned over to Owner's authorized representative at the final inspection. 1.10 COMPLETION A. Al the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. At the time of the post-maintenance period or final inspection the work will be reinspected and final acceptance will be in writing by the Architect, Owner's authorized representative, and governing agencies. B. The Owner's authorized representative shall have final authority on all portions of the work. C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the owner's satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the work. 1.11 GUARANTEE A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the filing of the Notice of Completion. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs, as determined by the Owner, constitutes an emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the Owner by the Contractor, all at no additional cost to the Owner. B. Guarantee shall be submitted on Contractors own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from owner, we authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE SIGNED: DATE: Part 2 -MATERIALS 2.01 SUMMARY Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that do not meet Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. 2.02 PIPE A. Pressure supply line from point of connection through basket strainer unit shall be Type "K" copper or brass pipe. B. Pressure supply lines 2 inches in diameter and up to 3 inches in diameter downstream of basket strainer unit shall be Class 315 solvent weld PVC. Piping shall conform to ASTM 02241. C. Non-pressure lines 3/4 inches in diameter and larger downstream of the remote control valve shall be Class 200 PVC. Non-pressure lines 1" and larger to conform to ASTM 02241. D. 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. 2.03 METAL PIPE AND FITTINGS A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. B. Fittings shall be rnediurn brass, screwed 125-pound class. C. Copper pipe and fittings shall be Type "K" sweat soldered. 2.04 PLASTIC PIPE AND FITTINGS A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM 02241 or ASTM 01784. C. All PVC fittings shall be standard weight Schedule 80 for constant-pressure mainline fittings and Schedule 40 for non-pressure lateral fillings and shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM 02466 and 02467. D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM 01785. E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM 02564 and ASTM 02855. F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non-lead base Teflon paste, tape, or equal. 2.05 BASKET STRAINER A. The basket strainer unit shall be of the manufacturer, size, and type indicated on the drawings. B. The basket strainer unit shall be installed in accordance with the requirements set forth by local codes. 2.06 VALVES A. Gate Valves: 1. Gate valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Gate valve shall have threaded ASTM B-62 bronze body, bonnet and wedge, silicon bronze stem, and malleable iron handwheel. 3. All Gate valves shall have a minimum working pressure of not less than 150 psi and shall conform to AWWA standards. B. Quick Coupler Valves: 1. Quick coupler valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall have 3/4 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 constructed of brass with a rubber-like vinyl cover. Vinyl quick coupler cover to be purple in color with the words "WARNING - RECLAIMED WATER -DO NOT DRINK" permanently marked on the lid. C. Automatic Control Valves: 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Automatic control valves shall be electrically operated. D. Anti-drain Valves: 1. Anti-drain valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Anti-drain valves shall have 18-8 stainless steel springs and valve stems with Buna-N seals. 3. Anti-drain valves will have threaded connections the size of the riser or pipe they are to be installed onto, or the next available size. No slip connection anti-drain valves are allowed. 2.07 VALVE BOXES A. Valve boxes shall be fabricated from a durable, Weather-resistant plastic material resistant to sunlight and chemical action of soils. B. The valve box cover shall be purple in color and permanently marked with the words "WARNING -RECLAIMED WATER -DO NOT DRINK". Valve box cover shall be secured with a hidden latch mechanism or bolts. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" DATE RLA#---EXP, ___ _ REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD PLANNING DIVISION l-----f---+-----------------t----t----t----i---71 s;~TII :===::'..':==============:::=; LANDSCAPE IMPROVEMENT PLANS FOR: a'v~ '<"".._.1S t ,,,,ru,, ,___ ~""'"' E 8841 RESEARCH DR SUITE 200 IRVINE· CA 92618 949.387.1323 RIDGELA.COM NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD IRRIGATION SPECIFICATIONS 1------+----+--------------j-------t------t-------i------i I APPROVED: ~ i Q; "I /z.s-/-z.'3 . PLANNING ~ DATE 1----+----+----------------------i-----,------i------,--, ~===========;-;:::::=========;-;::=========: PROJECT NO. DRAWING NO. SOP 15-23 496 1 M LPC2023-0007 - DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DRWN BY: __ _ CHKD BY: SWK D. Valve box extensions shall be by the same manufacturer as the valve box. E. Automatic control valve boxes shall be 16"x11"x12" rectangular size. Valve box covers shall be marked "RCV" with the valve identification number "heat branded" onto the cover in 2 inch high letters/numbers. F. Gate valve and quick coupler valve boxes shall be 10" circular size . Valve box covers shall be marked with either "GV" or "QCV" "heat branded" onto the cover in 2-inch high letters/numbers . 2.08 AUTOMATIC CONTROLLER A Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. B. Automatic controller enclosures shall be of the manufacturer, size, and type indicated on the drawings. Enclosure shall be vandal-resistant, ventilated and waterproof. 2 09 ELECTRICAL A All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. B. All electrical work shall conform to local codes and ordinances. 2.10 LOW VOLTAGE CONTROL WIRING A Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. B. Connections shall be either epoxy-sealed packet type or Penn-Tite connectors. C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a different color for each controller. These colors shall be noted on the "Record Drawings" plans located on controller door). 2.11 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 as indicated on the drawings. 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. 2.12 MISCELLANEOUS EQUIPMENT Rain sensor shall be of the manufacturer, size, and type indicated on the drawings. Part 3 -EXECUTION 3 01 SITE CONDITIONS A Inspections: 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations. B. Discrepancies: 1. In the event of discrepancy, immediately notify the Architect or Owner's authorized representative. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. C. Grades: 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to finish grade. 2. Final grades shall be accepted by the Engineer before work on this section will be allowed to begin. D. Field Measurements: 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all other work. 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. E. Diagrammatic Intent: The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work at no additional expense to Owner. F. Layout: 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventor, and automatic controller. 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. G. Water Supply Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. H. Electrical Service: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. 2. Contractor shall make 120 volt connection to the irrigation controllers. Electrical power source to controller locations shall be provided by others. 3 02 TRENCHING 303 304 A Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrade. B. C. D. E. A B. Provide minimum cover of 24 inches on pressure supply lines 2 ½ inches and smaller. Provide minimum cover of 18 inches for control wires. Provide minimum cover of 12 inches for non-pressure lines. Pipes installed in a common trench shall have a 6 inch minimum space between pipes. BACKFILLING Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over ½-inch in diameter. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. C. Flooding in lieu of tamping is not allowed. D. E A B. C. D. E. F. G. Under no circumstances shall truck wheels be used to compact backfill. Provide sand backfill a minimum of 6 inches over and under all piping under paved areas. PIPING Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. Cutting or breaking of existing pavement is not permitted. Carefully inspect all pipe and fittings before installation , removing dirt, scale, burrs and reaming. Install pipe with all markings up for visual inspection and verification . Remove all dented and damaged pipe sections. All lines shall have a minimum clearance of 6 inches from each other and 12 inches from lines of other trades. Parallel lines shall not be installed directly over each other. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. H. PVC pipe shall be installed in a manner which will provide for expansion and contraction as recommended by the pipe manufacturer. I. Centerload all plastic pipe prior to pressure testing. J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape. K. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope an all threaded plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be made with plastic female adapters. L. All solvent weld mainline piping is to be secured with minimum one cubic foot thrust blocks at all directional changes. Bell and gasket pipe to have a Leemco joint restraint system installed on all fittings in lieu of thrust blocks. 3 05 CONTROLLER A The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical service shall be coordinated with this location . B. The Irrigation Contractor shall be responsible for the final electrical hook up to the irrigation controller. C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area or in accordance with the irrigation schedule provided. 3.06 CONTROL WIRING A Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. B. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20 feet. 0 0 z C C r " z 0 > " C I A R C H 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.47771 sea-sci.com T E C T u R E C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18 inch service loop at each connection. D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be provided at each remote control valve. E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior approval. F. Pull boxes for the low voltage control wires shall be provided at a spacing of 480 feet on center along the wire route. An expansion loop of 24 inches shall be provided at each control wire pull box. 3.07 VALVES A Automatic control valves, manual valves, gate valves, and ball valves are to be installed in the approximate locations indicated on the drawings. B. Valve shall be installed in shrub areas whenever possible. C. Install all valves as indicated in the detail drawings. D. Valves to be installed in valve boxes shall be installed one valve per box. 3.08 VALVE BOXES A. Valve boxes shall be installed in shrub areas whenever possible. B. Each valve box shall be installed on a foundation of 314 inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops ½-inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas. 3 09 BASKET STRAINER A Install basket strainer unit as indicated in the detail drawings. B. Install basket strainer at location approved in the field and at height required by local codes. 3.10 SPRINKLER HEADS A Sprinkler heads shall be installed as indicated on the drawings. B. Spacing of heads shall not exceed maximum indicated on the drawings. C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. D. Pop-up sprinkler heads shall not be installed using side outlet openings. 3.11 MISCELLANEOUS EQUIPMENT A Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. B. Quick coupler valves shall be set approximately 12 inches from walks, curbs, header boards, or paved areas where applicable. C. Unless designed as an integral part of the irrigation head, anti-drain valves will be installed under every head. The anti-drain valve will be the same diameter as the riser and be integral to the riser assembly. D. Install rain sensors as indicated on the drawings and as recommended by the manufacturer. 3.12 FLUSHING THE SYSTEM A Prior to installation of sprinkler nozzles, the valves shall be opened and a full head of water used to flush out the lines and risers. B. Sprinkler nozzles shall be installed after flushing the system has been completed. 3.13 ADJUSTING THE SYSTEM A Contractor shall adjust valves, align heads, and check coverage of each system prior to coverage test. B. If it is determined by the Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to any planting. C. The entire system shall be operating properly before any planting operations commence. D. Automatic control valves are to be adjusted so that the sprinkler heads operate at the pressure recommended by the manufacturer. 3.14 TESTING AND OBSERVATION A Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by the Architect, Owner, and governing agencies. B. The Contractor shall be solely responsible for notifying the Architect Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing . C. When the sprinkler system is completed , the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for the planted areas is complete and adequate in the presence of the Architect. D. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the system has been wilfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the Architect. This test shall be accepted by the Architect and accomplished before starting any planting . E. Final inspection will not commence without record drawings as prepared by the Irrigation Contractor. 3.15 MAINTENANCE During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation coverage to all intended plantings. 3.16 COMPLETION CLEANING Clean-up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" DATE RLA#---EXP. ___ _ REVIEWED BY: INSPECTOR DATE l-----11---+--- - ------------t----+--+------i--71 s;~TII :=L=A=:N~D~SC::=A'...;P==E===IM~P~R~O==VE~M=.E::=N~T=P~L=A=:=N~S=F~O==R==:========; NORTH COAST MEDICAL PLAZA CITY OF CARLSBAD PLANNING DIVISION 8841 RESEARCH DR SUITE 200 IRVINE· CA 92618 949.387.1323 RIDGELA.COM 6020 HIDDEN VALLEY ROAD IRRIGATION SPECIFICATIONS 1---t-----+------------r----i-------;----,---------i I APPROVED:~ 4,r .PLANNING ~ DATE DA TE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITI AL 0RWN BY:. __ _ CITY APPROVAL CHKD BY: SWK PROJEC T NO. SDP 15-23 LPC2023-0007 DRAWING NO. 496-1M 0 <( 0 a:: ,_ a:: 0 a.. a:: -<( a:: <( ~ 0 _J <( a.. I I I I I I I I I I i I I (0 i I I I I i -- \._) ____j I / j ---1 ~ I ii ~~ :---R i L__J,_ _ _/ I ' !,,b,,,,,,..,..-=,( Ill / I I L '·-" ' TYP. u I TYP. ._J ..__ _ _ .=.-LINED FLOW-THROUGH PLANTER I J BIOFIL TRATION SYSTEM WITH i _ 1 TREATMENT AND FLOW CONTROL I I PER CIVIL ENGINEER'S PLANS ~ / I • ~ 10 ,,P,_ NP. ~ ~ ~ ii I I " PA' '_j =r - t=='==,, Pi1'1 _J I I LA I -©--- TYP. P1 \ ,~ Ii I I I I ' ' I ' I I 1 ' TYP. PA ' '.~ -.. .. • " I . - PHASE II NEW MEDICAL OFFICE BUILDING 49,942 SF ' \ ' I ', I \ 11=,-,_.,,,,,, I □ ~ ...,_____,1 PA •1 I I ' ' ··..,_ __ .. -:/ j I I /;::\______.-i l ~-' ' TYP. ! I ~ I , ' I I I PA i I I I : : 8 \ \tA 11------l--i~'---'----1--'•I " r=j I \ ~ ' • - ,-NP 5 ' ",.,, I i • TYP: trP. . • J TYP. PA A 8 FOR ENLARGEMENT OF THIS TYP. AREA, SEE PLAN AREA, SEE PLAN ·, I P1 TYP. 1 TYP. 11 11 I ENLARGEMENT #1 , SHEET 15 ENLARGEMENT #2, SHEET 15 r---~ ---~ -~~~· . r ----1~, --~h -r-- 1 EXISTING 50' DRAINAGE EASEMENT l~J ' F \ EXISTING JO I l(") L.r-, II GENERAL UTILITY :\ h.. r< _ --EASEMENT \ I 11 .___,...___, EQ. 1,-...~ I -~ I11 I 1--t-· \ G"' - • - - - 1:J ~ ' ' ~ i'' I I ~ -_. - - - - - - -/j I ! ~ I :____ TYP. ,1~ED FLOW-THROUGH PLANTER I \'\~ ./M.~--'LINED FLOW-THROUGH PLANTER I - -T' t----I EXISTING 14' TRA IL EASEMENT THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY A) ' B } •C} (o) (E\ (F) (G) (H> (1"'> w CONCRETE CURB PER CIVIL ENG INEER'S PLANS PARKING STRIPING PER CIVIL ENGINEER'S PLANS. AC. PAVING PER CIVIL ENGINEER'S PLANS . FIRE HYDRANT PER CIVIL ENGINEER'S PLANS TRASH ENCLOSURE I MECHAN ICAL ENCLOSURE PER ARCHITECT'S PLANS PARKING LOT LIGHT FIXTURE PER ELECTRICAL ENGINEER'S PLANS AREA DRAIN PER CIVIL ENGINEER'S PLANS EXISTING TRANSFORMER TO REMAIN PROPOSED TRANSFORMER LOCATION PER ELECTRICAL ENGINEER'S PLANS DOUBLE DETECTOR CHECK VALVE PER CIVIL ENGINEER'S PLANS SYMBOL LEGEND - - - - - -EXPANSION JOINT SCORE I SAWCUT JOINT • - • - - • LIMIT OF WORK PA PLANTER AREA l\ ALIGN GRADING & DRAINAGE NOTES A. CROSS SLOPE OF SIDEWALK TO BE A MAXIMUM OF 2%. B SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VER IFY GRADES WITH CIVIL ENGINEER'S SHEETS \ \ ••ll)OFILTRATIONSYSTEMWITH .\ __,-& BIOFILTRATIONSYSTEMWITH /, -,· I TREATMENT AND FLOW CONTROL , TYP TREATMENT AND FLOW CONTROL 1'{) J I ; 11-4---.. ------·· ~---_---.. -t . PE~CIVIL ENGINEERSPLA~S ,. ______ ., ______ t>J • _ PERCIVILENGINEER'SPLANS __________ • __ _ -----------------------------------~---------------------------------------•~----------------------------~------~------~-~----l---4-,__....,. _____________ _ ; ' i '!t,'.'7i~jl 1: COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION PAVING: ~ CONCRETE PAVING (PEDESTRIAN RATED) INTEGRAL COLOR CONCRETE PAVING (PEDESTRIAN RATED) CONCRETE BAND (PEDESTRIAN RATED) CONCRETE PAVING (PEDESTRIAN RATED) TRUNCATED DOME TILE PAVERS ~ I P6I COBBLE RIP RAP ~ MANUFACTURER DAVIS COLORS ORCO BLOCK 12X12 SOUTHWEST BOULDER & STONE (877) 792-7625 COLOR NATURAL GRAY 'ADOBE' #61078 NATURAL GRAY NATURAL GRAY FEDERAL YELLOW SIERRA COBBLE FINISH TOP CAST#15 TOP CAST #1 5 TOP CAST#05 TOP CAST#50 PRESSED CONCRETE 3"-5" 0 COMMENTS SAWCUT CONTRACTION JOINTS/ HIDDEN EXP. JOINTS PER PLAN SAWCUT CONTRACTION JOINTS I HIDDEN EXP. JOINTS PER PLAN SAWCUT CONTRACTION JOINTS/ HIDDEN EXP. JO INTS PER PLAN SAWCUT CONTRACTION JOINTS I HIDDEN EXP. JOINTS PER PLAN SET SQUARE TO STRAIGHT EDGE COBBLE AREA TO BE 6" DEPTH X 3' WIDE MIN.@ DISSIPATION/ OUTFALL AREAS I 1' WIDE MIN. @CATCH BASIN PERIMETERS NOTE: CONTRACTOR SHALL PREPARE 4' SQ SAMPLE OF ALL PAVING FINISHES, PER SPECIFICATIONS, FOR REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SEE MOCK-UP NOTES. 0 10 20 40 SCALE AND NORTH 60 MATCHLINE • SEE SHEET 16 SITE FURNISHINGS LEGEND SYMBOL KEY DESCRIPTION MANUFACTURER MODEL ~ ~ LANDSCAPE FORMS 'CAROUSEL' STEELHEAD TABLE AND CONTACT: LARRY PERFORATED TABLE WI (5) <tg CHAIRS 4-SEAT & (2) 3-SEAT WITH CASEY, (818) 761-0655 BACK PERFORATED METAL §] LANDSCAPE FORMS ~ BENCH CONTACT: LAR RY 'STAY' BENCH , WITH BACK, CASEY, (818) 761 -0655 NO ARMS LANDSCAPE FORMS 'PETOSKEY' LITTER ~ TRASH @ CONTACT: LAR RY RECEPTACLE , 30 GALLON RECEPTACLES CASEY, (8 18) 761 -0655 CAPACITY §] LANDSCAPE FORMS I I I BIKE RACK CONTACT: LARRY 'EMERSON' CASEY, (818) 76 1-0655 " - N mo 0N 13280 Evening Creek Drive South , -•• • Suite 125 San Diego, CA 92128 -a " C 858.793.4777 I sca-sd.com C z ~ C A R C H T E C T u R -C z 0 > , 0 = COLOR COMMENTS POWDERCOAT SURFACE 'TITANIUM' MOUNT POWDERCOAT SURFACE 'TITANIUM ' MOUNT HINGED LID POWDERCOAT STYLE WITH 'TITANIUM' SURFACE MOUNT BASE POWDERCOAT EMBED MOUNT 'TITANIUM ' E QTY 7 6 2 6 8841 RESEARCH DR SUITE 200 IRVINE· CA 92618 949.387.1323 RIDGELA .COM CONSTRUCTION LEGEND SYMBOL DESCRIPTION DETAIL REF ' I 1 I CONSTRUCT PEDESTRIAN RATED CONCRETE PAVING, B, SHT 6 l2) CONSTRUCT PEDESTRIAN RATED CON CRETE PAVING BAND. B, SHT. 6 3) CONSTRUCT SAWCUT CONTRACTION JOINT A, SHT. 6 ( 4 l CONSTRUCT EXPANSION JOINT A, SHT 6 5 l CONSTRUCT ISOLATION JOINT: A, SHT: 6 6 l CONSTRUCT ACCESSIBLE CURB CUT RAMP C, SHT. 6 7 l CONSTRUCT TRUNCATED DOME WARNING TI LES D, SHT. 6 8) FURNISH AND INSTALL SITE FURNISHINGS PER SITE FURNISHINGS SCHEDULE. ~ FURNISH AND INSTALL COBBLE RIP-RAP AT ROOF DRAINS/ OVERFLOWS, CURB-CUT OUTFALL AREAS , AND AT PERIMETER OF LARGE CATCH BASINS ~ i • • ' KEYMAP NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" DATE RLA#---EXP. ___ _ REVIEWED BY: INSPECTOR DATE l---f---+--- ---------+--+--+--+----I I SH1E5ET 11 CITY OF CARLSBAD . PLANNING DIVISION :====:'.':::== = =:::::::::::::::::::::::::::::::::::==:::::::::::====:=; LANDSCAPE IMPROVEMENT PLANS FOR: NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD HARDSCAPE PLAN l----+----1f--- - - --------+--+--+---+---I I APPROVED:A iii <+~ 1{1.$ /z.1, 1---t---t-------------- ---t---+---t---+---I :=P:::::L::::A::::N::::N::::IN::::G:::::===:::;-;::===:::'rr======;--~=..=..::::D.=A.:::::T.=:E.:=.:==:~ DRWN B Y:___ PROJECT NO. DRAWING NO. SOP 15-23 496 1 M CHKD BY: SWK LPC2023-0007 - DATE INITIAL DESIGNER OF WORK RE VISION DESCR IPTION OATE INI TIAL DA TE INITIAL OTHER APPROVAL CITY APPR OVAL MATCHLINE -SEE SHEET 15 ·---------------1--------------. --\-------,--L:,!~ ~ :o~:::-------------------------------~---.. ------------------------------------t-------r----;--~ -- ·. \ r----7 --il -1~ . • . . . 1 l , I , I : · ,· l ' ' I • I i • I ~ \ \ TYP. : I ,_, I \ \ 1_1, , TYP. I EX15riNG 30 ..J GENERAL UTILITY - - - - - - - [AS[M[NT 7 \\ \\ II 11 ~~ II \\ I PHASE I -WEST EXISTING OFFICE BUILDING 49,479 SF (NOT A PART OF THIS PROJECT) MATCHLINE -SEE SHEET 17 CONSTRUCTION LEGEND COLOR AND FINISH SCHEDULE SYMBOL DESCRIPTION DETAIL REF CONSTRUCT PEDESTRIAN RATED CONCRETE PAVING. B, SHT 6 CONSTRUCT PEDESTRIAN RATED CONCRETE PAVING BAND B, SHT. 6 CONSTRUCT SAWCUT CONTRACTION JOINT. A, SHT 6 CONSTRUCT EXPANSION JOINT A. SHT 6 CONSTRUCT ISOLATION JOINT A SHT 6 CONSTRUCT ACCESSIBLE CURB CUT RAMP. C, SHT 6 CONSTRUCT TRUNCATED DOME WARNING TILES. D, SHT 6 FURNISH AND INSTALL SITE FURN ISHINGS PER SITE FURNISHINGS SCHEDULE. FURNISH AND INSTALL COBBLE RIP-RAP AT ROOF DRAINS I OVERFLOWS, CURB-CUT OUTFALL AREAS, AND AT PERIMETER OF LARGE CATCH BASINS. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: CONCRETE CURB PER CIVIL ENGINEER'S PLANS PARKING STRIPING PER CIVIL ENGINEER'S PLANS. AC. PAVING PER CIVIL ENGINEER'S PLANS. FIRE HYDRANT PER CIVIL ENGINEER'S PLANS. TRASH ENCLOSURE I MECHANICAL ENCLOSURE PER ARCHITECT'S PLANS. PARKING LOT LIGHT FIXTURE PER ELECTRICAL ENGINEER'S PLANS. AREA DRAIN PER CIVIL ENGINEER'S PLANS. EXISTING TRANSFORMER TO REMAIN PROPOSED TRANSFORMER LOCATION PER ELE RICAL ENGINEER'S PLANS DOUBLE DETECTOR CHECK VALVE PER CIVIL EN INEER'S PLANS. 0 10 20 40 SCALE AND NORTH 60 SYMBOL KEY DESCRIPTION MANUFACTURER COLOR FINISH COMMENTS PAVING.· CJ ~ CONCRETE PAVING NATURAL SAWCUT CO NTRACTION (PEDESTRIAN RATED) -GRAY TOP CAST #15 JOINTS I HIDDEN EXP JOINTS PER PLAN CJ ~ INTEGRAL COLOR 'ADOBE' SAWCUT CONTRACTION CONCRETE PAVING DAVIS COLORS TOP CAST #15 JOINTS I HIDDEN EXP. (PEDESTRIAN RATED) #61078 JOINTS PER PLAN ~ ~ CONCRETE BAND NATURAL SAWCUT CONTRACTION (PEDESTRIAN RATED) GRAY TOP CAST #05 JOINTS I HIDDEN EXP. JOINTS PER PLAN EZ] §] CONCRETE PAVING NATURAL SAWCUT CONTRACTION (PEDESTRIAN RATED) -GRAY TOP CAST #50 JOINTS I HIDDEN EXP JOINTS PER PLAN .. ~ TRUNCATED DOME ORCO BLOCK 12X12 FEDERAL PRESSED SET SQUARE TO STRAIGHT TILE PAYERS YELLOW CONCRETE EDGE COBBLE AREA TO BE 6" ~ ~ SOUTHWEST SIERRA DEPTH X 3' WIDE MIN @ COBBLE RIP RAP BOULDER & STONE 3"-5" 0 DISSIPATION I OUTFALL (877) 792-7625 COBBLE AREAS 11' WIDE MIN. @CATCH BASIN PERIM ETERS NOTE· CONTRACTOR SHALL PREPARE 4' SQ SAMPLE OF ALL PAVING FINISHES, PER SPECIFICATIONS, FOR REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SEE MOCK-UP NOTES " C N mo n" -[/JU) < :; ' n 0 z w C A R C H r " -2 Q p " C ' - 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 I sea-sci.com T E C T u R E ,~~ 0' ,t,--,i;;..,,7's OF ct,.\,\ l I I I. - - -_...__ _ _ I - - - --71----1 __ 2i-~ I L __ i~ EXISTING 25' UTILITY EASEMENT SITE FURNISHINGS LEGEND SYMBOL KEY DESCRIPTION MANUFACTURER MODEL COLOR g:g tg ~ @ I I I ~ LANDSCAPE FORMS 'CAROUSEL' STEELHEAD TABLE AND CONTACT: LARRY PERFORATED TABLE WI (5) POWDERCOAT CHAIRS CASEY, (818) 761-0655 4-SEAT & (2) 3-SEAT WITH 'TITANIUM' BACK PERFORATED METAL ~ LANDSCAPE FORMS 'STAY' BENCH, WITH BACK, POWDERCOAT BENCH CONTACT: LARRY CASEY, (818) 761-0655 NO ARMS 'TITANIUM' LANDSCAPE FORMS 'PETOSKEY' LITTER §] TRASH CONTACT: LARRY RECEPTACLE, 30 GALLON POWDERCOAT RECEPTACLES 'TITANIUM' CASEY, (818) 761-0655 CAPAC ITY [BJ LANDSCAPE FORMS POWDERCOAT BIKE RACK CONTACT: LARRY 'EMERSON' CASEY, (8'8) 761-0655 'TITANIUM' SYMBOL LEGEND GRADING & DRAINAGE NOTES - - - - - -EXPANSION JOINT SCORE I SAWCUT JOINT - - - - - -LIMIT OF WORK PA PLANTER AREA ALIGN A CROSS SLOPE OF SIDEWALK TO BE A MAXIMUM OF 2%. B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BU ILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. EXISTING 14' TRAIL EASEMENT L---------------- 'L[:~-~"7C~---~~;i_ - ' COMMENTS QTY SURFACE 7 MOUNT SURFACE 6 MOUNT HINGED LID STYLE WITH 2 SURFACE MOUNT BASE L. EMBED MOUNT 6 KEYMAP NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUil T" DATE RLA#---EXP. ___ _ REVIEWED BY: INSPECTOR DATE l------i---+------------+---+----+---+--i I sH1E6ET I l __ c _1r_v_o_F_c_A_R_ L_s_B_A_D_~ _ PLANNING DIVISION 8841 RESEARCH DR SUITE 200 IRVIN E· CA 92618 949.387.1323 RIDGELA.C0M LANDSCAPE IMPROVEMENT PLANS FOR: NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD HARDSCAPE PLAN 1-----+---+---------------l--+---+----+--< I APPROVED:~,-;/°= .PLANN ING ~ DATE DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL DRWN BY: __ _ CITY APPROVAL CHKD BY: SWK PROJECT NO. SOP 15-23 LPC2023-0007 DRAWING NO. 496-1M MATCHLINE -SEE SHEET 16 ------•-----~-,;:;;;{J•j --------=::::._ ·1 I l --------~------------------------------~---------------------------------------------------------------------1---------,------------- 0 f;.~-f;:-;, -------I EXISTING 50' DRAINAGE EASEMENT D I I SYMBOL LEGEND EXPANSION JOINT SCORE/ SAWCUT JOINT • • - - - • LIMIT OF WORK PA PLANTER AREA /\ ALIGN GRADING & DRAINAGE NOTES A CROSS SLOPE OF SIDEWALK TO BE A MAXIMUM OF 2% B SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS ' " "" rn o n" " (/) './) < -" I n 0 z " C A r " - 10 20 40 60 2 0 > " SCALE AND NORTH n I -------~ r ________ ~M!,I 2_F _:0'2,_RK ______ ~ ___ ~ ~ I __ IJ'.) ~~""""'il I ~ 7 I'--. I EXISTING I I 14' I ~ I TRAIL II .1EASEMENT EXISTING 25' I ACCESS I EASEMENT I \ I I I I ! I R ----------------------80 -------------------------------------- HIDDEN VALLEY ROAD COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION PAVING. □ ~ CONCRETE PAVING (PEDESTRIAN RATED) . . □ ~ INTEGRAL COLOR CONCRETE PAVING ' (PEDESTRIAN RATED) [JJ ~ CONCRETE BAND (PEDESTRIAN RATED) [Jill ~ CONCRETE PAVING (PEDESTRIAN RATED) -~ TRUNCATED DOME TILE PAVERS ~ I P6I COBBLE RIP RAP MANUFACTURER DAVIS COLORS . . ORCO BLOCK 12X12 SOUTHWEST BOULDER & STONE (877) 792-7625 COLOR NATURAL GRAY 'ADOBE' #61078 NATURAL GRAY NATURAL GRAY FEDERAL YELLOW SIERRA COBBLE FINISH TOP CAST #15 TOP CAST #15 TOP CAST#05 TOP CAST#50 PRESSED CONCRETE 3"-5" 0 ----~- - COMMENTS SAWCUT CONTRACTION JOINTS/ HIDDEN EXP JOINTS PER PLAN SAWCUT CONTRACTION JOINTS/ HIDDEN EXP JOINTS PER PLAN SAWCUT CONTRACTION JOINTS/ HIDDEN EXP. JOINTS PER PLAN SAWCUT CONTRACTION JOINTS/ HIDDEN EXP. JOINTS PER PLAN SET SQUARE TO STRAIGHT EDGE COBBLE AREA TO BE 6" DEPTH X 3' WIDE MIN.@ DISSIPATION/ OUTFALL AREAS/ 1' WIDE MIN. @CATCH BASIN PERIMETERS NOTE: CONTRACTOR SHALL PREPARE 4' SQ. SAMPLE OF ALL PAVING FINISHES, PER SPECIFICATIONS, FOR REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SEE MOCK-UP NOTES. SITE FURNISHINGS LEGEND ------- ------- I I ' I I ! ' I LI\IED FLOW-THROUGH PLANTER/ BIOFILTRATION SYSTEM WITH TREATMENT AND FLOW CONTROL PER CIVIL ENGINEER'S PLANS I I I I J .. ff-i:: ' I ' TYP. I I C--------1~ I TYP. -- -------~ -------~ ~ ·-. CONSTRUCTION LEGEND SYMBOL DESCRIPTION DETAIL REF. 1 CONSTRUCT PEDESTRIAN RATED CONCRETE PAVING. B, SHT. 6 \ 2 , CONSTRUCT PEDESTRIAN RATED CONCRETE PAVING BAND B SHT 6 3 CONSTRUCT SAWCUT CONTRACTION JOINT A SHT6 4 CONSTRUCT EXPANSION JOINT A SHT 6 (5 CONSTRUCT ISOLATION JOINT A SHT 6 6 CONSTRUCT ACCESSIBLE CURB CUT RAMP. C, SHT 6 7 CONSTRUCT TRUNCATED DOME WARNING TILES D. SHT. 6 (8 FURNISH AND INSTALL SITE FURNISHINGS PER SITE FURNISHINGS SCHEDULE. Cg) FURNISH AND INSTALL COBBLE RIP-RAP AT ROOF DRAINS/ OVERFLOWS, CURB-CUT OUTFALL AREAS, AND AT PERIMETER OF LARGE CATCH BASINS. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY A> CONCRETE CURB PER CIVIL ENGINEER'S PLANS. ( B ' PARKING STRIPING PER CIVIL ENGINEER'S PLANS. AC. PAVING PER CIVIL ENGINEER'S PLANS. l I I ! I I I I I I ~ LI. 0 I/ ' l ·_L·--s,~-·-----1:-, !' 1; ' "'i, 1111,v,I 111 ,-,~:l:IUl:::"'·C = '5::::"l"d ·,\, SYMBOL KEY DESCRIPTION MANUFACTURER MODEL COLOR COMMENTS QTY < C) KEYMAP NOTTO SCALE ~ ~ tg ~ I I I C H TABLE AND CHAIRS BENCH TRASH RECEPTACLES BIKE RACK LANDSCAPE FORMS CONTACT: LARRY CASEY, (818) 761-0655 LANDSCAPE FORMS CONTACT: LARRY CASEY, (818) 761-0655 LANDSCAPE FORMS CONTACT: LARRY CASEY, (818) 761-0655 LANDSCAPE FORMS CONTACT: LARRY CASEY, (818) 761-0655 'CAROUSEL' STEELHEAD PERFORATED TABLE W/ (5) 4-SEA T & (2) 3-SEAT WITH BACK PERFORATED METAL 'STAY' BENCH. WITH BACK NO ARMS 'PETOSKEY' LITTER RECEPTACLE, 30 GALLON CAPACITY 'EMERSON' 13280 Evening Creek Drive South I Suite 125 San Diego, CA 92128 858.793.4777 I sea-sci.com I T E C T u R E POWDERCOAT 'TITANIUM' POWDERCOAT 'TITANIUM' POWDERCOAT 'TITANIUM' POWDERCOAT 'TITANIUM' SURFACE MOUNT SURFACE MOUNT HINGED LID STYLE WITH SURFACE MOUNT BASE < D) 7 E < F) 6 2 FIRE HYDRANT PER CIVIL ENGINEER'S PLANS TRASH ENCLOSURE/ MECHANICAL ENCLOSURE PER ARCHITECT'S PLANS PARKING LOT LIGHT FIXTURE PER ELECTRICAL ENGINEER'S PLANS. AREA DRAIN PER CIVIL ENGINEER'S PLANS EXISTING TRANSFORMER TO REMAIN PROPOSED TRANSFORMER LOCATION PER ELECTRICAL ENGINEER'S PLAN DOUBLE DETECTOR CHECK VALVE PER CIVIL ENGINEER'S PLANS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUil T" DATE RLA#---EXP, ___ _ REVIEWED BY: EMBED MOUNT 6 -8841 RESEARCH DR SUITE 1D0 IRVINE· CA 91618 949.387.1313 RIOGELHOM INSPECTOR DATE 1---+-----+-------------+----+---+---+------i I sH1E7ET I l __ c_1T_v_o_F_c_A_R_L_s_s_A_o_~I _ PLANNING DIVISION _ 1----+----11------------------+---+---1----1----, LANDSCAPE IMPROVEMENT PLANS FOR: DA TE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL NORTH COAST MEDTCAL PLAZA 6020 HIDDEN VALLEY ROAD HARDSCAPE PLAN I APPROVED~ ~~ j{2.s/z3 PLANNING DATE DRWN BY: PROJECT NO. DRAWING NO. SOP 15-23 CHKD BY: SWK LPC2023-0007 496-1M I CONSTRUCTION LEGEND SYMBOL DESCRIPTION DETAIL REF 1 ) CONSTRUCT PEDESTRIAN RATED CONCRETE PAVING. B. SHT 6 2 ) CONSTRUCT PEDESTRIAN RATED CONCRETE PAVING BAND B, SHT 6 3 ) CONSTRUCT SAWCUT CONTRACTION JOINT A, SHT 6 4 ) CONSTRUCT EXPANSION JO INT A, SHT 6 5 ) CONSTRUCT ISOLATION JOINT. A SHT 6 6 ) CONSTRUCT ACCESSIBLE CURB CUT RAMP . C, SHT. 6 7> CONSTRUCT TRUNCATED DOME WARNING TILES . D, SHT 6 8) FURNISH AND INSTALL SITE FURNISHINGS PER SITE FURNISHINGS SCHEDULE . Cg) FURNISH AND INSTALL COBBLE RIP-RAP AT ROOF DRAINS / OVERFLOWS, CURB-CUT OUTFALL AREAS, AND AT PERIMETER OF LARGE CATCH BASINS THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: A > CONCRETE CURB PER CIVIL ENGINEER'S PLANS. < B ' PARKING STRIPING PER CIVIL ENGINEER'S PLANS. <.C) AC. PAVING PER CIVIL ENGINEER'S PLANS. ® FIRE HYDRANT PER CIVIL ENGINEER'S PLANS. (E) TRASH ENCLOSURE I MECHANICAL ENCLOSURE PER ARCHITECT'S PLANS. (F) PARKING LOT LIGHT FIXTURE PER ELECTRICAL ENGINEER'S PLANS. (G) AREA DRAIN PER CIVIL ENGINEER'S PLANS (H) EXISTING TRANSFORMER TO REMAIN (T) PROPOSED TRANSFORMER LOCATION PER ELECTRICAL ENGINEER'S PLAN~ (I) DOUBLE DETECTOR CHECK VALVE PER CIVIL ENGINEER'S PLANS. COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION MANUFACTURER COLOR FINISH COMMENTS PAVING. CONCRETE PAVING (PEDESTRIAN RATED) -NATURAL GRAY TOP CAST#15 SAWCUT CONTRACTION JOINTS/ HIDDEN EXP. JOINTS PER PLAN INTEGRAL COLOR CONCRETE PAVING DAVIS COLORS (PEDESTRIAN RATED) CONCRETE BAND (PEDESTRIAN RATED) - CONCRETE PAVING (PEDESTRIAN RATED) - TRUNCATED DOME TILE PAVERS ~ I P6I COBBLE RIP RAP ORCO BLOCK 12X1 2 SOUTHWEST BOULDER & STONE (877) 792-7625 'ADOBE' #61078 NATURAL GRAY NATURAL GRAY FEDERAL YELLOW SIERRA COBBLE TOP CAST #15 TOP CAST#05 TOP CAST#50 PRESSED CONCRETE 3"-5" 0 SAWCUT CONTRACTION JOINTS / HIDDEN EXP. JOINTS PER PLAN SAWCUT CONTRACTION JOINTS I HIDDEN EXP. JOINTS PER PLAN SAWCUT CONTRACTION JOINTS I HIDDEN EXP. JOINTS PER PLAN SET SQUARE TO STRAIGHT EDGE COBBLE AREA TO BE 6" DEPTH X 3' WIDE MIN.@ DISSIPATION I OUTFALL AREAS 11' WIDE MIN @CATCH BASIN PERIMETERS NOTE CONTRACTOR SHALL PREPARE 4' SQ. SAMPLE OF ALL PAVING FINISHES, PER SPECIFICATIONS, FOR REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION SEE MOCK-UP NOTES. SITE FURNISHINGS LEGEND SYMBOL KEY DESCRIPTION MANUFACTURER g:g [BJ LANDSCAPE FORMS TABLE AND CONTACT: LARRY ~ CHAIRS CASEY, (81 B) 761-0655 ~ LANDSCAPE FORMS BENCH CONTACT: LARRY CASEY, (818) 761-0655 LANDSCAPE FORMS §] TRASH © CONTACT: LARRY RECEPTACLES CASEY, (818) 761-0655 §] LANDSCAPE FORMS I I I BIKE RACK CONTACT: LARRY CASEY, (818) 761-0655 SYMBOL LEGEND EXPANSION JO INT SCORE / SAWCUT JO INT - - - - - -LIMIT OF WORK PA PLANTER AREA (\ ALIGN GRADING & DRAINAGE NOTES A CROSS SLOPE OF SIDEWALK TO BE A MAXIMUM OF 2%. B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING C VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. MODEL COLOR COMMENTS 'CAROUSEL' STEELHEAD PERFORATED TABLE WI (5) POWDERCOAT SURFACE 4-SEAT & (2) 3-SEAT WITH 'TITANIUM' MOUNT BACK PERFORATED METAL 'STAY' BENCH, WITH BACK, POWDERCOAT SURFACE NO ARMS 'TITANIUM' MOUNT 'PETOSKEY' LITTER HINGED LID POWDERCOAT RECEPTACLE, 30 GALLON STYLE WITH CAPACITY 'TITANIUM' SURFACE MOUNT BASE 'EMERSON' POWDERCOAT EMBED MOUNT 'TITANIUM' QTY 7 6 2 6 r I I I I ---- F4 TYP. - -- -J_ - --------- TYP. I ' ---l ---I --.... -, I I I I I I _J r I I I I -- - 5' 4 '-6" -----L --------- Cl) I --J ---- -, I I I I I I _J HARDSCAPE PLAN ENLARGEMENT #1 HARDSCAPELAYOUTPLANENLARGEMENT#1 r I I I I I I I I I L ----------- TYP. TYP ------------ HARDSCAPEPLANENLARGEMENT#2 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 I sea-sci.com T E C T u R E - - r ---- H -- ' ..r,.,._'<c"'"==-.tac,'-;>"_. cT/', ----: cl!, TYP. 8841 RESEARCH DR SUITE 200 IRVIHE • CA 92618 949.387.1323 RIDGELi.COM I I I I I L ' ' ' ' I c.o I ! ... -------------- HARDSCAPE LAYOUT PLAN ENLARGEMENT #2 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" RLA#---EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE 1---------,1---------+-----------+---+----+----+---I I SH1E8ET 11 CITY OF CARLSBAD . PLANNING DIVISION ~==:'.':::::::==============~ LANDSCAPE IMPROVEMENT PLANS FOR: NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD HARDSCAPE ENLARGEMENT PLAN 0----+---+---------------+----+---+---+---1 I APPROVED;&;; &/ G_J~,,,,. _ q /is '2:s . PLANNING u= DATE DATE INITIAL DATE INITI AL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE IN ITIAL DR WN BY: __ _ CITY APPROVAL CHKD BY: SWK PROJECT NO. SDP 15-23 LPC2023-0007 DRAWING NO. 496-1 M HARDSCAPE NOTES A VISIT THE SITE PRIOR TO SUBMITTING BIDS. B SUBMIT A UNIT COST FOR IMPORT SOIL AND BE COMPLETELY AWARE OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL C VERIFY ALL PROPERTY LINES OR LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. D REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, WALLS, ETC. AT NO ADDITIONAL COST TO THE OWNER E VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN F. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES G. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. H. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE, AMERICANS WITH DISABILITIES ACT OF 2010, AND WITH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. I. LOCATIONS 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. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL ENGINEER'S REPORT WITH REGARD TO BASE PREPARATION AND FOOTING REQUIREMENTS. NOTIFY THE OWNER IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS DIFFER FROM DRAWINGS. THE SOILS REPORT RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS. SHALL TAKE PRECEDENCE. K. BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING AND I OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS L. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE. FINAL LOCATION TO BE VERIFIED BY LANDSCAPE ARCHITECT ON SITE. M. DO NOT SCALE DRAWINGS. N. PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLYING FINISH. REFER TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. 0 PROVIDE A SAMPLE OF EACH HARDSCAPE ELEMENT. ITEMS TO INCLUDE, BUT ARE NOT LIMITED TO PAVING AND WALL TYPES NOTED IN THE COLOR AND FINISH SCHEDULES. SAMPLES TO BE PLACED IN A LOCATION SPECIFIED BY THE OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. REFER TO MOCK-UP REQUIREMENTS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION P WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1" IN TURF AREAS AND 1-112" IN GROUND COVER I SHRUB AREAS, UNLESS OTHERWISE INDICATED. Q. PROJECT WALKS SHALL NOT EXCEED A SLOPE OF 20:1 (5% GRADIENT) UNLESS OTHERWISE INDICATED. R. HANDICAP RAMPS SHALL NOT EXCEED 12:1 OR 8.33%. S. PLANTER AREAS SHALL NOT EXCEED 2:1 SLOPE UNLESS OTHERWISE INDICATED T HOLD FINISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR, UNLESS OTHERWISE INDICATED. U. CONSTRUCT ALL CURVE TO CURVE AND CURVE TO TANGENT LINES TO BE NEAT, TRIM, SMOOTH AND UNIFORM. V CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI@ 28 DAYS. UNLESS OTHERWISE INDICATED. W ALL CONCRETE PAVING BANDS AND CONCRETE CAPS SHALL HAVE CONTROL JOINTS AT 5'-0" ON CENTER MAXIMUM UNLESS NOTED OTHERWISE ON THE PLANS. X. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. PER THE SPECIFICATIONS. MOCK-UP REQUIREMENTS A HARDSCAPE PAVING -PROVIDE (1) 4' x 4' SQUARE MOCK-UP FOR EACH PAVING TYPE NOTED IN THE HARDSCAPE AND PAVING SCHEDULE. EACH MOCK-UP TO INCLUDING THE SPECIFIED COLOR, FINISH, AND AN EXAMPLE OF EACH JOINTING TYPE NOTED IN THE CONSTRUCTION KEYNOTES AND DETAILS. B. MOCK-UP LEAD TIMES. BE AWARE OF POSSIBLE LEAD TIMES FOR ITEMS SUCH AS BUT NOT LIMITED TO PRE-CAST CONCRETE PAVERS. SIMILAR COLORS AND SIZES WILL NOT BE ACCEPTED AS A MOCK-UP REVIEW C. HARDSCAPE ELEMENTS -PROVIDE A PHYSICAL SAMPLE OF SPECIFIED MATERIALS (COLOR, FINISH, AND SEALER) TO THE OWNER AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PLACING ORDER ITEMS SUCH AS BUT NOT LIMITED TO PLANTER POTS AND OTHER SITE FURNISHINGS D. WALLS -PROVIDE (1) 3' TALL BY 3' LONG BY 8" WIDE MOCK-UP FOR EACH WALL TYPE NOTED IN THE WALL SCHEDULE. EACH MOCK-UP TO INCLUDING THE SPECIFIED COLOR, FINISH, JOINTING, EDGING, AND CAP AS NOTED IN CONSTRUCTION KEYNOTES AND DETAILS. E MOCK-UPS TO BE PROTECTED ON-SITE THROUGHOUT THE DURATION OF THE CONSTRUCTION SCHEDULE F. REMOVE MOCK-UPS AT COMPLETION OF CONSTRUCTION WHEN DIRECTED BY THE OWNER OR LANDSCAPE ARCHITECT G. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION C -'lc---+8 I 6.25' ± ·,·._ 833 oig .. MAX 6,, 0 PLAN VIEW 6" 5 8 SECTION VIEW -NTS: LEGEND: 1. CONCRETE PAVING. 2 ISOLATION JOINT. 3' 2% MAX. 3. 6" CURB -SEE CIVIL SHEETS. 4. FINISH GRADE. 5' 5. ASPHALT PAVING -SEE CIVIL SHEETS 6.25' 1 ' ± 1 7 6 TOOLED WARNING GROOVES -SEE TO ENLARGEMENT THIS DETAIL 7. 90% COMPACTED BASE MATERIAL AND SUBGRADE -VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT 8. PRE-CAST CONCRETE TRUNCATED DOME PAVERS. 9. HANDICAP SIGN AT EACH ACCESSIBLE STALL PER ARCHITECTURE PLANS. SIGN TO BE CENTERED ON STALL AND LOCATED AS CLOSE TO CURB AS POSSIBLE WITHOUT IMPEDING ON CAR OVERHANG AREA OR 4' CLEAR PATH OF TRAVEL. 10.4'-0" MINIMUM CLEAR WITHOUT CAR OVERHANG - SEE HARDSCAPE SHEETS. LJ PLAN VIEW: • • • 4 VISUAL WARNING GROOVES SECTION - N TS.: TYPICAL CURB RAMP CONDITIONS ---{10 1 4 Ll <J Ll ---------~--:,::r POUR "A" 1==11 I l==I' I ISOLATION JOINT: 13 12 <J NEW --1 i : ==I If 111---'-! 11 I l==I NEW TO EXISTING PAVING CONNECTION T 3/16" SAWCUT 4 ! ' i ---··----I --j --I-------__ _ ---1 i l==I 11-==i I i==l 11== HIDDEN EXPANSION JOINT: 1 3/16" 4 Ll ----i::l---'-----.4 < <J ,_ -__ I== -····-·---• 11 i==l 11== 11==1 I l==I SAWCUT CONTRACTION JOINT 4 Ll ____ a,. __ , ____ -,4 < -<J ' --j i --! --' ! , I -----== I ==I I l==I I l==I I i==I TOOLED CONTRACTION JOINT 3/16" 4 <J Ll POUR"B"- --I ----1----II l==I 1---I ! 1--:.1 I 1--1 EXPANSION JOINT LEGEND 1 CONCRETE PAVING -SEE HARDSCAPE SHEETS FOR COLOR AND FINISH. 2 3116" WIDE SAWCUT CONTRACTION JOINT-CUT TO 114 DEPTH OF SLAB. PROVIDE TIGHT j"x1" DEEP TOOLED PRE-SCORE JOINT TO PAVING BEFORE SAWCUTTING. 3. PLASTIC "SPEED DOWEL" WITH 16" LONG SMOOTH STEEL DOWELS AT 24" O.C. 4. REBAR -SEE DETAIL "B", THIS SHEET 5. l" RADIUS. 6 JOINT FILLER -SEE SPECIFICATIONS 7. BACKER ROD -SEE SPECIFICATIONS. 8. 2-PART COLORED POLYURETHANE SEALANT -SEE SPECIFICATIONS. APPLY SILICA#30 SAND TO SURFACE OF SEALANT WHILE STILL TACKY. 9. ¾" THICK POLYFOAM EXPANSION MATERIAL· SPRAY GLUE TO SIDE OF POUR "A". 10. FIXED VERTICAL EDGE, I.E. WALL, COLUMN, THRESHOLD, STEPS, OR CURB. 11. NEW CONCRETE PAVING -FLUSH WITH EXISTING CONCRETE PAVING. 12. COLD JOINT WITH l" TOOLED EDGE. 13. #4x18" LONG SMOOTH STEEL DOWELS AT 30" O.C. 14. 15. DRILLED AND EPOXIED WITH SIMPSON "SET 22" EPOXY INTO EXISTING CONCRETE PAVING -MIN. 3" EMBED. STEEL DOWELS TO BE SAWCUT TO LENGTH, NOT SHEARED. EXISTING CONCRETE PAVING. CONTRACTION JOINT WITH TOOLED 114" RADIUS AT EDGES AND 114 DEPTH OF SLAB. NOTES: A ENSURE THAT NO CONCRETE SLURRY STAINS BOND WITH EXISTING PAVING -USE PIERI "FACE-OFF". OR SIMILAR PRODUCT, TO ELIMINATE SLURRY STAINS ON ADJACENT SURFACES TYPICAL ACCESSIBLE CURB CUT RAMP LAYOUT SCALE: 1 /8" = 1 '-0" A CONCRETE PAVING JOINTS SCALE: 1-1/2" = 1'-0" 9 10 ~ . , 2: ~ " r ~ 4 8 " , " 4 ' ,,, I I 6 LEGEND 1. ACCESSIBLE PRECAST TRUNCATED DOME PAVER -SEE HARDSCAPE PLAN FOR COLOR AND SUPPLIER 2 1" TO 1-112" MORTAR SETTING BED WI WELDED WIRE MESH, W6xW6. 3. CONCRETE SUB-SLAB 4. 90% COMPACTED BASE MATERIAL AND SUBGRADE -VERIFY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT 5. ADJACENT CONCRETE PAVING -SEE HARDSCAPE PLAN FOR COLOR AND FINISH. 6. #3 BY 12" LONG SMOOTH DOWELS 30" O.C .. 7. REBAR SIZE AND SPACING TO MATCH ADJACENT PAVING. 8. PROVIDE THICKENED EDGE AT PAVING 9 118" WIDE GROUT JOINT AT EDGE -CONFIRM PAVING CUT-OUT SIZE WITH BUTT-JOINTED PAVERS BEFORE POURING CONCRETE. GROUT COLOR TO MATCH PAVERS. 10 O" CONCRETE CURB -SEE CIVIL PLANS. NOTES: A ENSURE THAT TRUNCATED DOME "SLIVERS" ARE EQUAL SIZE ON ALL SIDES B. PROVIDE BUTT JOINTS BETWEEN PAVERS WITHIN FIELD. C CLEAN AND SEAL PAVERSIGROUT WITH APPROVED CLEAR PENETRATING SEALER D. WHEN TRUNCATED DOME PAVE RS ARE INSTALLED ON A RADIUS. PAVERS TO BE CUT SO THAT THERE IS A CLEAN BUTT JOINT ON ALL SIDES OF PAVERS AND THE DOME SPACING COMPLIES WITH BUILDING CODE REGULATES. E. SEAL PAVERS AFTER JOINTS HAVE BEEN FILLED AND PAVERS HAVE BEEN CLEANED WITH GST WATER BASED STAIN BLOCKER. 2 l------+3-...J1L----lr 4 ~ ...... -""' : •-''-' --"-., -• .,,-<!'._ <~--•" --------• ~ J ~ ('\J -'1.---l-+-s== , I 11 ",_ i 111"--r,-, _: , t-1":_ '--,-,-,I' II --111-----11--111=1 I ' I 1=:==1 I 1=~1 I I I l-1 1 ----I -111 8" 5 3" CLR. MIN. LEGEND· 1. CONCRETE PAVING -SEE HARDSCAPE SHEETS FOR COLOR AND FINISH. 2. PAVING THICKNESS: PEDESTRIAN 4" VEHICULAR. 6" 3. REINFORCING AT PAVING PEDESTRIAN PAVING: #3 BARS AT 24" O.C. BOTH WAY, CENTER IN SLAB. VEHICULAR PAVING: #4 BARS AT 18" O.C. BOTH WAYS. CENTER IN SLAB 4 FINISH GRADE 5. 90% COMPACTED SUBGRADE -VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT 6. 114" TOOLED RADIUS. NOTES A PAVING THICKNESS, BASE PREPARATION, AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT B PROVIDE MOCK-UP PER SPECIFICATIONS. C SEAL EXPOSED PORTIONS OF CONCRETE PAVING PER SPECIFICATIONS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" TRUNCATED DOME PAVERS SCALE:1-1/2" = 1'-0" B CONCRETE PAVING SCALE:1-1/2" = 1'-0" DATE " "" oo o" .- "" ~ -I 0 0 z " C A R C r H --z 0 ► " n I - 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 I sea-sci.com T E C T u ,,. R E v',.,_ "--'==+=-/. ct;,-.--.....:::~:~;/'& 8841 RESEARCH DR SUITE 200 IRVINE· CA 92618 949.387.1323 RIDGELA.COM RLA#---EXP. ___ _ REVIEWED BY: INSPECTOR DATE l----+----t-----------------+---+----11-----1---l I SH1~ET 11 :=L=A=N::=DS::=C::=A~P;E:==I M:::P;R;o==v:::::E==M:::::E=N;:T :::P==L=A=N::;S=F::=O;R==,========: CITY OF CARLSBAD PLANNING DIVISION NOR TH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD HARDSCAPE DETAILS t---+---+--------------+----+---+----+----11 APPROVED:~ /)f 0: ,....._ PLANNING B DATE DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DRWN BY: PROJECT NO. DRAWING NO. SWK SDP 15-23 496-1 M CHKD BY: LPC2023-0007 I I I I 0 <( 0 a::: I □ I I I I I I ~ , I, ,. I l.:+-: I I ::::: I .... -.....,_;;:><"----"'-LINED FLOW-THROUGH PLANTER/ BIOFILTRATION SYSTEM WITH TREATMENT AND FLOW CONTROL PER CIVIL ENGINEER'S PLANS I-:'.:. I I '.:i:'.: I I :<:'.: I PROPERTY LINE I EXISTING NATIVE / NATURALIZED VEGETATION TO REMAIN . ALL INVASIVE SPECIES, INCLUDING PAMPAS GRASS, SHALL BE RE- MOVED FROM WITHIN THE PROPERTY BOUNDARIES. NO IRR IGATION REQUIRED CLEAR ALL VEGETATION FROM TRAI L TREAD GENERAL PLANTING NOTES: 1. ANY CHANGES IN BIO-SWALE LAYOUT/DESIGN SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO IRRIGATION AND PLANTING INSTALLATIONS SO THAT THE LANDSCAPE ARCHITECT CAN REVISE PLANS ACCORDINGLY TO INSURE DESIGN QUALITY 2. CONTRACTOR SHALL PROVIDE A FULL WEED ABATEMENT PROGRAM TO REDUCE THE AMOUNT OF WEEDS PRIOR TO PLANTING PER THE FOLLOWING MINIMUM REQUIREMENT UPON COMPLETION OF ALL FINE GRADING WORK AND SOIL PREPARATION, PERFORM WEED CONTROL MEASURES AS FOLLOWS a. IRRIGATE ALL AREAS DESIGNATED TO BE PLANTED FOR A MINIMUM OF 10 MINUTES PER VALVE, TWO TIMES PER DAY FOR SEVEN DAYS TO GERMINATE ALL WEED SEED POSSIBLE. I I I I l-o::: \~. b. APPLY A CONTACT WEED KILLER AND ALLOW SUFFICIENT TIME TO OBTAIN COMPLETE KILL OF ALL WEEDS GERMINATED. c. REPEAT STEP 'a' ABOVE. I I 0 a. a::: -<( a::: <( ~ 0 _J <( a. EXISTING PLAN TING WITH!+ RO.W. TO REMAIN. IF DAMAGED, REPLACE IN KIN . □ ,,/11 1, I // 1,/ EXISTING PLANTING WITHll ~-11 :;<I DRAINAGE EASEMENT TO ~ • • --......_.,,.-,/111 REMAIN INFILL ANY BARE ( ( 10") •.• i,,,,111..,i,::::,,,i AREAS AS FOLLOWS: I tt • ~• ----~/STING 50' 1//1 • IN THE BOTTOM OF THE \ • . OR''/ GE EASEM£ /11 • j \ ·-t ____ / ,., ! / DRAINAGE AREA, PROV! E '-._ _ 11/ JUNCUS PATENS FROM "I . (E-5")tt ! 111/1 POTS , PLANTED AT 18" .C:: \ __ / 1/0 • ON THE SIDE BANKS OF THE c-, '--__ ____/ 1/;j ORA. INAG E AREA, PROVlrE. ;;-,J \.(') /{i VARIED GROUPINGS OF .,,J I' , 1,jf(, BACCHARIS P. 'PIGEON : ---1/11 \ \ I : : : : I I ;i I I<:: I -X/STING 30' r-------i--~ENERAL UTILITY EASEMENT 990 SF OUTDOOR AMENITY AREA WITH TABLES, CHAIRS, BENCHES AND TRASH RECEPTACLES PHASE II NEW MEDICAL OFFICE BUILDING 49,942 SF C. J _, 862 SF OUTDOOR AMENITY AREA WITH TABLES, CHAIRS, BENCHES AND TRASH RECEP ACLES MECHANICAL ENCLOSURE TRASH ENCLOSUR ~------- I :-:-1 :-1 I ::+::: I I :::::::: I EXISTING 25' UTILITY EASEMENT EXISTING 74' TRAIL EASEMENT PROPERTY LINE _/ d. REPEAT STEP 'b' ABOVE. ·'1·: ' Ii-' .' .l1i ' "j PO INT', ERIOGONUM : , \ 1/111 I / FASCICULATUM AND t I i □ <-1,,,1""'1 '"'-- A TRIPLEX CANESCE NS , LL i 111/1 ' FROM 1-GALLON , I 11 11 I; CONTAINERS, PLANTED T \ 11/1 36" 0 C 'I 11 //11 \ ~: '. """-' I I I I I I I I I I I I \ ~t~ED FLOW-THROUGH PLANTER/ ..__,,.~ --'--""'"""""LINED FLOW-THROUGH PLANTER/ /1~.1 ;:.~ FIRE HYDRANT 0 ALL INVASIVE SPECIES,i I '1/11 INCLUDING PAMPAS GR SS, 1/11 SHALL BE REMOVED FR M l 1::10 THE PROPERTY I ■-------------------------------- PLANTING LEGEND SYMBOL TREES: 0 @ 0 ••• 0 BOTANICAL / COMMON NAME CERCIS 'HEART OF GOLD'/ EASTERN REDBUD KOELREUTERIA BIPINNATA / CHINESE FLAME TREE LOPH OSTEMON CONFERTUS I BRISBANE BOX PLATANUS RACEMOSA / CALIFORNIA SYCAMORE POPULUS FREMONTII I WESTERN COTTONWOOD OLEA EUROPEA 'SWAN HILL' I FRUITLESS OLIVE RHUS LAN CEA I AFRICAN SUMAC SHRUBS, VINES & GROUNDCOVERS. ~ AGAVE 'BLUE GLOW/ ~ BLUE GLOW AGAVE MIN. SIZE COMMENTS 36" BOX 24" BOX 24" BOX 15 GAL MULTI- TRUNK 24" BOX 36" BOX 24" BOX 5 GAL. FLOWERING ACCENT PARKING SHADE TREE EVERGREEN CANOPY STREET THEME TREE STREET TRE E SPECIMEN ACCENT PARKING SHADE TREE 24" 0.C. WUCOLS QTY. MOD 12 MOD 13 MOD 5 MOD 11 MOD 4 LOW 4 LOW 34 LOW 157 ·1 ~-I '. C \ '·i;jjOFIL TRATION SYSTEM WITH / PROPERTY LINE BIOFIL TRATION SYSTEM WITH /, PER CIVIL ENGINEER'S PLANS PER CIVI L ENGINEERS PLANS • TREATMENT AND FLOW CONTROL TREATMENT AND FL~W CONTROL 1\) l ----------~----------------------------------------~--------------------------------------------~~---. I . -' --~-~~~-~------~J - Ir--:-,,~ ·~ ~ ,: l I u ,,;~.'",,.;:;J • 0 1 0 V V V V 'Cl V Vu V 9 V ', "7 VU '7 V V '7 '7 V V '7 '7 9 V 'v V "7 '7 20 BACCHARIS P 'PIGEON POINT' I DWAR F COYOTE BRUS H BOUGAINVILLEA 'LA JOLLA' I DWARF RED BOUGAINVILLEA CALLISTEMON 'LITTLE JOHN ' I DWARF BOTTLEBRUSH CAREX DIVULSA I BERKELEY SEDGE DIANELLA 'LITTLE REV' / LITTLE REV FLAX LILY FESTUCA CALIFORNICA I CALIFOR NIA FESCUE MACFADYENA UNGUIS-CATI I CATS CLAW JUNCUS PA TENS/ CALIFORNIA GRAY RUSH LANTANA 'NEW GOLD'/ YELLOW HYBRID LANTANA " "" rn □ r:,~ " mm < --= C C z m C r -- 40 60 z 0 ► " SCALE AND NORTH C " 1 GAL. 5 GAL. 5 GAL. 1 GAL. 5 GAL. 4" POTS 1 GAL STAKED 4" POTS 5 GAL A R 36" oc LOW 447 36" O.C. LOW 30" O.C. LOW 259 24" O.C. LOW 375 24"0.C LOW 301 24" O.C. LOW 3,715 (3:1 SLOPED BASINS) PER PLAN MOD 6 18"0.C. LOW 1,411 (3:1 SLOPED BASINS) 36" O.C. LOW 128 0 -0 0 MATCHLINE -SEE SHEET 21 MUHLENBERGIA RIGENS I 5GAL. DEER GRASS BOUTELOUA G 'BLONDE AMBITION' /1 GAL. BLUE GAMMA GRASS PODOCARPUS M. 'SOSA' I 5GAL MOOD RING® PODOCARPUS WESTRINGIA 'WYNYABBIE GEM' I 5 GAL. COAST ROSEMARY 36" O.C LOW 24" O.C. LOW 42" O.C. LOW 36" O.C. LOW TOTAL 5 GAL. SHRUBS= TOTAL 1 GAL. SHRUBS = 134 223 3 307 1,378 (67%) 677 (33%) DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET 21 , FOR ADDITIONAL INFORMATION. - -- -DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE. PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'RS-24' BY ROOT SO LUTIONS, (800) 542-2282, INSTALLED PER MANUFACTURER'S SPECIFICATIONS NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. FOR COMPLETE PLANTING LEGEND, SEE SHEET 21 OR 22 CITY OF CARLSBAD NOTES • FOR LAN DSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL SOILS WITH GREATER THAN 6% ORGANIC MATTE R IN THE TO P 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. • PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES , ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION. • THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POS T-CO NSUMER MATER IALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. KEYMAP NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BU IL T" DATE RLA#---EXP . ____ _ RE VIEWED BY: INSPECTOR DATE -----l---+--------- - - -----+---+--+-----1--;I SH2EOETII -PLANNING DIVISION ~L=AN:=D:::S:::C::::'.A~P::;E=l=M:;:PR:;:O:::V:::;E:::M:::;E:::N:;T :::;P:::L=A=N:;:S :::;F;;O::;R=: =======: CITY OF CARLSBAD C H 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.47771 sca-sd.com T E C T u R E 8841 RESEARCH DR SUITE 10D IRVINE· CA 91618 949.387.1313 RIDGHA.COM DATE INITIAL DESIGNER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE IN ITIAL CITY APPROVAL NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD PLANTING PLAN I APPROVE~ 11<t~~ ~lts/;.3 PLANNING DATE DRWN BY: PROJECT NO. DRAWING ND. SDP 15-23 CHKD BY: SWK LPC2023-0007 496-1M EXISTING TREE LEGEND SYMBOL D BOTANICAL/ COMMON NAME KOELREUTERIA BIPINNATA / CHINESE FLAME TREE LOPHOSTEMON CONFERTUS / BRISBANE BOX PLATANUS RACEMOSA / CALIFORNIA SYCAMORE PODOCARPUS GRACILIOR / FERN PINE POPULUS FREMONTII / WESTERN COTTONWOOD PYRUS CALLERY ANA/ ORNAMENTAL PEAR QUERCUS AGRIFOLIA / COAST LIVE OAK EXISTING SHRUBS AND GROUND COVERS TO REMAIN PROTECTED IN PLACE. NOTE: EXISTING TREES MARKED WITH AN (E) ARE TO BE PROTECTED IN PLACE. EXISTING TREES MARKED WITH AN (R) ARE TO BE REMOVED. THE NUMBER NEXT TO THE LETTER (E) OR (R) REPRESENTS THE DIAMETER OF THE TREE CALIPER MEASURED AT BREAST HEIGHT (DBH). PLANTING LEGEND SYMBOL TREES.· 0 @ 0 0 BOTANICAL/ COMMON NAME CERCIS 'HEART OF GOLD' I EASTERN REDBUD KOELREUTERIA BIPINNATA / CHINESE FLAME TREE LOPHOSTEMON CONFERTUS / BRISBANE BOX PLATANUS RACEMOSA/ CALIFORNIA SYCAMORE POPULUS FREMONTII / WESTERN COTTONWOOD OLEA EUROPEA 'SWAN HILL'/ FRUITLESS OLIVE RHUS LAN CEA/ AFRICAN SUMAC 0 10 MIN. SIZE COMMENTS WUCOLS 36" BOX FLOWERING MOD ACCENT 24" BOX PARKING MOD SHADE TREE 24" BOX EVERGREEN MOD CANOPY 15 GAL. STREET MOD MUL Tl-THEME TREE TRUNK 24" BOX STREET TREE MOD 36" BOX SPECIMEN LOW ACCENT 24" BOX PARKING LOW SHADE TREE 20 40 60 SCALE AND NORTH " "" no o" .-"" < -" I n 0 z " C r " -z Q ► a 0 I - QTY. DETAIL 12 A,B 13 AB 5 A.B 11 A,B 4 A,B 4 A,B 34 A,B A R C PHASE I -WEST EXISTING OFFICE BUILDING 49,479 SF (NOT A PART OF THIS PROJECT) ---------- ------------ MATCHLINE -SEE SHEET 22 SHRUBS, VINES & GROUNOCOVERS: ? V 'l 'l 'I 'l V V 9 V "CJ 'l V '1 7 "i ? 7 'l V V 7 V '1 'l 7 'l V V V (J) 0 AGAVE 'BLUE GLOW I BLUE GLOW AGAVE BACCHARIS P 'PIGEON POINT'/ DWARF COYOTE BRUSH BOUGAINVILLEA 'LA JOLLA'/ DWARF RED BOUGAINVILLEA CALLISTEMON 'LITTLE JOHN' I DWARF BOTTLEBRUSH CAREX DIVULSA / BERKELEY SEDGE DIANELLA 'LITTLE REV' I LITTLE REV FLAX LILY FESTUCA CALIFORNICA / CALIFORNIA FESCUE MACFADYENA UNGUIS-CATI I CATS CLAW JUNCUS PA TENS/ CALIFORNIA GRAY RUSH LANTANA 'NEW GOLD'/ YELLOW HYBRID LANTANA MUHLENBERGIA RI GENS/ DEER GRASS 5 GAL. 1 GAL. 5 GAL. 5 GAL. 1 GAL 5GAL. 4" POTS 1 GAL STAKED 4" POTS 5 GAL. 5 GAL BOUTELOUA G 'BLONDE AMBITION' /1 GAL. BLUE GAMMA GRASS PODOCARPUS M. 'SOSA'/ MOOD RING® PODOCARPUS 5 GAL. WESTRINGIA 'WYNYABBIE GEM'/ 5 GAL. COAST ROSEMARY 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 I sea-sci.com H T E C T u 24" O.C. LOW 36"0.C. LOW 36" O.C. LOW 30" O.C. LOW 24"0C LOW 24" O.C LOW 24" oc LOW (3: 1 SLOPED BASINS) PER PLAN MOD 18" O.C. LOW (3:1 SLOPED BASINS) 36" O.C LOW 36" O.C LOW 24"0.C LOW 42" O.C. LOW 36" oc LOW TOTAL 5 GAL. SHRUBS= TOTAL 1 GAL. SHRUBS= R E GENERAL PLANTING NOTES ANY CHANGES IN BIO-SWALE LAYOUT/DESIGN SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO IRRIGATION AND PLANTING INSTALLATIONS SO THAT THE LANDSCAPE ARCHITECT CAN REVISE PLANS ACCORDINGLY TO INSURE DESIGN QUALITY 2. CONTRACTOR SHALL PROVIDE A FULL WEED ABATEMENT PROGRAM TO REDUCE THE AMOUNT OF WEEDS PRIOR TO PLANTING PER THE FOLLOWING MINIMUM REQUIREMENT: (::--, iQpON COMPLETION OF ALL FINE GRADING WORK AND SOIL PREPARATION, PERFORM WEED CONTROL MEASURES AS FOLLOWS: EXISTING PLANTING TO REMAIN. IF DAMAGED. ~ REPLACE IN KIND, TYP. -~ EXISTING 14' TRAIL a. IRRIGATE ALL AREAS DESIGNATED TO BE PLANTED FOR A MINIMUM OF 10 MINUTES PER VALVE, TWO TIMES PER DAY FOR SEVEN DAYS TO GERMINATE ALL WEED SEED POSSIBLE. EXISTING PLANTING TO REMAIN IF DAMAGED. REPLACE IN KIND. TYP 157 C,D,E 447 C,D,E C,D,E 259 C,D,E 375 C,D,E 301 C,D,E 3.715 C,D.E 6 F 1,411 C,D,E 128 C D,E 134 C.D.E 223 C,D,E 3 C,D,E 307 C,D,E 1,378 (67%) 677 (33%) 8841 RESEARCH DR SUITE 100 IRVINE· CA 92618 949.387.1323 RIDGELA.COM r----, I rm-~~,.,_ I I 4'""'~-'-'-"' I I ---I L--"---•--J ( . •j l • l EASEMENT b. APPLY A CONTACT WEED KILLER AND ALLOW SUFFICIENT TIME TO OBTAIN COMPLETE KILL OF ALL WEEDS GERMINATED. c. REPEAT STEP 'a' ABOVE. d. REPEAT STEP 'b' ABOVE. ,-,---7 I _ l V •;, y V r----7 I I I vn , I VV'7 7,,, I V 7 V V 7 7 V V L ---=--'..J EXISTING 25' UTILITY EASEMENT PROPERTY_/ LINE DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET 21, FOR ADDITIONAL INFORMATION. ----DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'RS-24' BY ROOT SOLUTIONS, 1800) 542-2282, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. NOTES: MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 21 SLOPE WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS. AT THE CONCLUSION OF PLANTING OPERATIONS. NO TREES OR TREE CANOPIES ALLOWED IN UTILITY EASEMENTS, TYPICAL CITY OF CARLSBAD NOTES KEYMAP NOTTO SCALE • • • FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES. ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION. THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" DATE RLA#---EXP ____ _ REVIEWED BY: INSPECTOR DATE 1------t-----+------------+---+-----+----+-----I I sH2E1ET I l __ c_1T_v_o_F_c_A_R_L_s_s_A_o_~ _ PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD PLANTING PLAN APPROVED:_fi ft-I Y'\ .l. ~f.t_,;{2:~ PLANNING u DATE DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DRWN BY· PROJECT NO. DRAWING NO. SWK SDP 15-23 496-1M CHKD BY: LPC2023-0007 MATCHLINE -SEE SHEET 21 --------- ------ LINED FLOW-THROUGH PLANTER/ BIOFILTRATION SYSTEM WITH TREATMENT AND FLOW CONTROL PER CIVIL ENGINEER'S PLANS -_ ____ ;_,··,_o _____________ -y-PR~RTY LIN--E ~ FIRE HYDRANT Uj ~ ---.,..,-cc??',_~------ - ··-i. lJ_· ---------------........_____ EXISTING TREE LEGEND SYMBOL BOTANICAL/ COMMON NAME KOELREUTERIA BIPINNATA / CHINESE FLAME TREE LOPHOSTEMON CONFERTUS / BRISBANE BOX PLATANUS RACEMOSA / CALIFORNIA SYCAMORE PODOCARPUS GRACILIOR / FERN PINE POPULUS FREMONTII / WESTERN COTTONWOOD PYRUS CALLERY ANA / ORNAMENTAL PEAR QUERCUS AGRIFOLIA / COAST LIVE OAK D EXISTING SHRUBS AND GROUND COVERS TO REMAIN PROTECTED IN PLACE. ~ - HIDDEN VALLEY ROAD ~ENERAL PLANTING NOTES 1. ANY CHANGES IN BIO-SWALE LAYOUT/DESIGN SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO IRRIGATION AND PLANTING INSTALLATIONS SO THAT THE LANDSCAPE ARCHITECT CAN REVISE PLANS ACCORDINGLY TO INSURE DESIGN QUALITY. 2. CONTRACTOR SHALL PROVIDE A FULL WEED ABATEMENT PROGRAM TO REDUCE THE AMOUNT OF WEEDS PRIOR TO PLANTING PER THE FOLLOWING MINIMUM REQUIREMENT UPON COMPLETION OF ALL FINE GRADING WORK AND SOIL PREPARATION, PERFORM WEED CONTROL MEASURES AS FOLLOWS a. IRRIGATE ALL AREAS DESIGNATED TO BE PLANTED FOR A MINIMUM OF 10 MINUTES PER VALVE, TWO TIMES PER DAY FOR SEVEN DAYS TO GERMINATE ALL WEED SEED POSSIBLE. b. APPLY A CONTACT WEED KILLER AND ALLOW SUFFICIENT TIME TO OBTAIN COMPLETE KILL OF ALL WEEDS GERMINATED. c. REPEAT STEP 'a' ABOVE. d. REPEAT STEP 'b' ABOVE. PLANTING LEGEND SYMBOL TREES· 0 @ 0 ••• 0 BOTANICAL/ COMMON NAME CERCIS 'HEART OF GOLD'/ EASTERN REDBUD KOELREUTERIA BIPINNATA I CHINESE FLAME TREE LOPHOSTEMON CONFERTUS / BRISBANE BOX PLATANUS RACEMOSA / CALIFORNIA SYCAMORE POPULUS FREMONTII / WESTERN COTTONWOOD OLEA EUROPEA 'SWAN HILL'/ FRUITLESS OLIVE RHUS LANCEA / AFRICAN SUMAC SHRUBS, VINES & GROUNOCOVERS - AGAVE 'BLUE GLOW I BLUE GLOW AGAVE MIN. SIZE COMMENTS WUCOLS QTY DETAIL 36" BOX FLOWERING MOD 12 AB ACCENT 24" BOX PARKING MOD 13 A,B SHADE TREE 24" BOX EVERGREEN MOD 5 A,B CANOPY 15 GAL. STREET MOD 11 A,B MUL Tl-THEME TREE TRUNK 24" BOX STREET TREE MOD 4 A,B 36" BOX SPECIMEN LOW 4 A,B ACCENT 24" BOX PARKING LOW 34 A,B SHADE TREE 5 GAL. 24" O.C. LOW 157 C,D,E ------ V '1 '1 V '1 9 '1 '1 7 'v V V '< 7 '1 'l '1 'l '1 'v V 'v 'J 'l V V V V 'v 'v ~ L.........___l_ 'fim (8) 0 0 -- --------------........_____ -........_____ ~ ·- ....... 25'.-,( 25' LINE OE.SIGHT TRIANG~NO PLANTINGS OVER 30" HIGH.~ '"•. BACCHARIS P 'PIGEON POINT I DWARF COYOTE BRUSH BOUGAINVILLEA 'LA JOLLA'/ DWARF RED BOUGAINVILLEA CALLISTEMON 'LITTLE JOHN' I DWARF BOTTLEBRUSH CAR EX DIVULSA / BERKELEY SEDGE DIANELLA 'LITTLE REV'/ LITTLE REV FLAX LILY FESTUCA CALIFORNICA I CALIFORNIA FESCUE MACFADYENA UNGUIS-CATI / CATS CLAW JUNCUS PA TENS / CALIFORNIA GRAY RUSH LANTANA 'NEW GOLD'/ YELLOW HYBRID LANTANA MUHLENBERGIA RIGENS / DEER GRASS 1 GAL. 5 GAL. 5 GAL 1 GAL 5 GAL 4" POTS 1 GAL STAKED 4" POTS 5 GAL. 5 GAL. BOUTELOUA G. 'BLONDE AMBITION' /1 GAL BLUE GAMMA GRASS PODOCARPUS M. 'SOSA'/ MOOD RING® PODOCARPUS 5 GAL. WESTRINGIA 'WYNYABBIE GEM'/ 5 GAL COAST ROSEMARY ----~~ ~ " 36" O.C LOW 36" O.C. LOW 30" O.C LOW 24"OC LOW 24" 0 C. LOW 24" O.C LOW (3 1 SLOPED BASINS) PER PLAN MOD 18" O.C LOW (3 1 SLOPED BASINS) 36"OC LOW 36"O.C. LOW 24"O.C. LOW 42"OC LOW 36"OC LOW TOTAL 5 GAL. SHRUBS= TOTAL 1 GAL. SHRUBS= ~j 447 C,D,E C,D.E 259 C,D,E 375 C,D,E 301 C,D,E 3,715 C,D,E 6 F 1,411 C,D E 128 C,D,E 134 C,D E 223 C.D,E 3 C,D,E 307 C,D,E 1,378 (67%) 677 (33%) DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET 21, FOR ADDITIONAL INFORMATION DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY ( ~-[ 'J", <:_,/ (E-6") -6") SLOPE RE-VEGETATION NOTES SLOPES 6: 1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS A STANDARD #1 -COVER CROP/REINFORCED STRAW MATTING: • COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES. CLOVER, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THEN COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. • TYPE OF REINFORCE STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER • REINFORCED 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 B. STANDARD #2 -GROUND COVER • ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). C STANDARD #3 -LOW SHRUBS • LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 1 GALLON) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4 -TREES AND/OR LARGE SHRUBS SOIL SAMPLE LOCATIO/F 2 • TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET SLOPES -6: 1 OR STEEPER AND: (E-6") \ -I ),. . A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1 (COVER CROP OR EROSION CONTROL MATTING). B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP). #2 AND #3 C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3 AND #4. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS A SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. SOLUTIONS, (800) 542-2282, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL NOTES MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 2:1 SLOPE WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH. PER SPECIFICATIONS. AT THE CONCLUSION OF PLANTING OPERATIONS. NO TREES OR TREE CANOPIES ALLOWED IN UTILITY EASEMENTS, TYPICAL EXISTING BLDG CITY OF CARLSBAD NOTES KEYMAP NOTTO SCALE • • • FOR LANDSCAPE INSTALLATIONS. COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL SOILS WITH GREATER THAN 6% ORGAN IC MATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION. THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . "AS-BUil T" DATE RLA#---EXP. ___ _ REVIEWED BY: INSPECTOR NOTE: EXISTING TREES MARKED WITH AN (E) ARE TO BE PROTECTED IN PLACE . EXISTING TREES MARKED WITH AN (R) ARE TO BE REMOVED. THE NUMBER NEXT TO THE LETTER (E) OR (R) REPRESENTS THE DIAMETER OF THE TREE CALIPER MEASURED AT BREAST HEIGHT (DBH) DATE r----------.---------.......... i=~=-== ......... == ....... ..,.. ....................... ='---iiiiiiiiiiiii7:========================================~tl=s=H2E2=ET:::::-l-:::I ===c=1T===v==o==F=c=A==R==L=s==s==A=o::::::::::=-;1 _ PLANNING DIVISION ~L=A=N=Ds=c=A'.,:P::::E=l=M::::P::::R=ov=E=M=E=N==T=P=L=A=N=s=F;:O::::R=: ======~ <1l N 0 N 13280 Evening Creek Drive South - ~ < Suite 125 San Diego, CA 92128 " I 858.793.4777 I sea-sci.com 0 0 z " C A R C H T E C T u r " 0 10 20 40 60 z 0 ► " SCALE AND NORTH 0 , - R E 884 1 REIEARCH DR IUITE 100 IRVINE· CA 12618 949.387.1323 RIDGELA.lOM NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD PLANTING PLAN 1---------+----+----------------+----+---+------+------i I APPROVED: ~ IY/ n. ,.,_ _PLANNING ~ DATE DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL DRWN BY: _ _ _ CITY APPROVAL CH KD BY: SWK PROJECT NO. SOP 15-23 LPC2023-0007 DRAWING NO. 496-1M 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 AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. D. 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. E. 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 REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. F. 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 G. 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. H. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION ~ HAVE SAMPLES TESTED BY WAYPOINT ANALYTICAL, (714) 282-8777, FOR SOIL FERTILITY, TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 1 O" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: I. J K. L. M. N 0. P. Q R. S. T. u V. W. a) ORGANIC MATTER CONTENT b) N, P, K c) PH d) EC e) SOIL TEXTURE (SILT, CLAY, SAND) f) RECOMMENDATIONS FOR AMENDMENTS, LEACHING , AND MAINTENANCE FERTILIZATIONS THE RESULTS AND RECOMMENDATION OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY AND LANDSCAPE ARCHITECT OF RECORD. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM THE OWNER. KI LL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPEC IFICATIONS ASSURE POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHY APPEARANCE OR NON-CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE OWNER. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON CENTER SPACING. INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. DURING THE LENGTH OF THE GUARANTEE PERIOD, CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 3:1 SLOPE WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS ANNUAL COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. REQUEST RECOMMENDATION A MINIMUM OF 48 HOURS IN ADVANCE OF NEED FOR DELIVERY . CONTRACTOR SHALL REPLACE ANY EXISTING PLANT MATERIAL WHICH IS DAMAGED BY CONSTRUCTION OPERATIONS REPLACEMENT PLANT MATERIAL MUST BE OF MATCHING SPECIES, INSTALLED FROM THE FOLLOWING MINIMUM SIZE: 15-GALLON TREE, 1-G ALLON SHRUB, FLATTED GROUNDCOVER AND SODDED TURF. 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 AND/OR TABLET FORM REPELLEX BY GROPOWER OR APPROVED EQUAL, THAT PROVIDES IMMEDIATE AND LONG TERM PROTECTION, SHALL BE USED. X. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. EROSION CONTROL NOTES SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS a. STANDARD #1 -COVER CROP/REINFORCED STRAW MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVER, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THEN COVER CROP SHALL BE APPLIED AT A RATE AND I -l I ,, 1111 Im 11 1.1 to I ~~~ c'\X l,, ,_I" 2.5 X DIA. LEGEND OF ROOTBALL 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. PERMANENT WATERING BASIN -MIN. 6" DEPTH 3. EXISTING SLOPE 4 AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS 7. EXISTING SOIL 8. "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL NOTE· THE FRONT AND REAR OF THE PLANTING PITS SHALL BE GRADED TO A MAXIMUM 1 1 SLOPE EROSION CONTROL FABRIC SHALL BE INSTALLED ON THESE SLOPES TO CONTROL EROSION WHILE PLANTS ESTABLISH. SHRUB PLANTING ON SLOPE LEGEND: SEE SPEC. 2X DIA. OF ROOTBALL SECTION l? z ~ 0 -z <( -~ s O'. D.. STAKE LOCATIONS -PLAN VIEW NOTE: THE FRONT AND REAR OF THE PLANTING PITS SHALL BE GRADED TO A MAXIMUM 1.1 SLOPE. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THESE SLOPES TO CONTROL EROS ION WHILE PLANTS ESTABLISH. 1 BLACK RUBBER "CINCH-TIE" (4 TYP.), PER SPECIFICATIONS. ATTACH WITH ROOFING NAILS. 2 LODGE POLE PINE STAKE (2 TYP.), PER SPECIFICATIONS. KEEP CLEAR OF ROOTBALL AND DO NOT ALLOW TO EXTEND INTO TREE CANOPY. USE 2" DIA X 10' STAKES FOR TREES 24" BOX AND SMALLER. AND 3" DIA X 10' STAKES FOR TREES 36" BOX THROUGH 48" BOX. 3 WATERING BASIN, 3" MINIMUM DEPTH REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISH GRADE OF EXISTING SLOPE 5. AMENDED BACKFILL PER SPECIFICATIONS. 6. PLANT TABLET PER SPECIFICATIONS. 7 EXISTING SOIL 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT . 9 SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 10. FINISH GRADE OF SLOPE AFTER PLANTING -SHALL NOT EXCEED 11 GRADIENT. INSTALL EROSION CONTROL FABRIC AS REQUIRED TO CONTROL EROSION DURING PLANT ESTABLISHMENT. LEGEND 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2 PERMANENT WATERING BASIN -MIN. 4" DEPTH REMOVE BASIN AFTER MAINTENANCE PERIOD 3 FINISH GRADE. 4 AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6 ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS 7 EXISTING SOIL 8. "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL SHRUB PLANTING NOTES A ALL SHRUBS/ GROUND COVERS SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS @ SHRUB SPACING SECTION LEGEND 1. LOCATE PLANTS WITH EQUAL SPACING AS INDICATED ON PLAN, TRIANGULAR SPACING 2. 24" CLEAR VEHICLE OVERHANG ZONE - LOW (MAX 8" HT) GROUND COVER ONLY 3. CURB 4. SPRINKLER HEAD -LOCATE BETWEEN PARKING STALLS WHENEVER POSSIBLE - MAX. 6" POP-UP WHEN LOCATED IN VEHICLE OVERHANG ZONE. 5 VEHICLE ® CD I 01 t • • NOTTO SCALE NOTTO SCALE • 6 1/2 SPACING FOR SPECIFIED PLANT MATERIAL PLAN VIEW l? z ~o -z <( ->s w O'. D.. STAKE LOCATIONS· PLAN VIEW ROOTBAL 2 X DIAMETER OF ROOTBALL SECTION LEGEND: 1. BLACK RUBBER "CINCH-TIE" (4 TYP.), PER SPECIFICATIONS. ATTACH WITH ROOFING NAILS. 2 LODGE POLE PINE STAKE (2 TYP ), PER SPECIFICATIONS. KEEP CLEAR OF ROOTBALL AND DO NOT ALLOW TO EXTEND INTO TREE CANOPY USE 2" DIA X 10' STAKES FOR TREES 24" BOX AND SMALLER, AND 3" DIA X 10' STAKES FOR TREES 36" BOX THROUGH 48" BOX 3. WATERING BASIN, 3" MINIMUM DEPTH. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISHED GRADE 5. AMENDED BACKFILL PER SPECIFICATIONS. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 9 ARBOR-GARD TRUNK PROTECTOR FOR TREES LOCATED IN TURF AREAS . 10. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 11 INSTALL #UB24-2 ROOT BARRIER, AS MANUFACTURED BY DEEP ROOT, (800) 458-7668, AT ALL TREES WITHIN 5' OF HARDSCAPE. OR AS SHOWN ON PLANTING PLAN, MINIMUM 10' LENGTH, INSTALLED AT EDGE OF ADJACENT HARDSCAPE. 12 ADJACENT HARDSCAPE (WHERE OCCURS). NOTE: MAINTAIN TURF 12" CLEAR FROM BASE OF TRUNK @ TREE PLANTING & STAKING NOTTO SCALE ROOTBALL ~~~.,.,,, I -· - .· -'-"-'-.'_j PLAN VIEW 2X WIDTH OF ROOTBALL SECTION LEGEND 1 TREE TRUNK 2. 3 4. 5. ROOTBALL AND BACKFILL PER TREE PLANTING DETAIL WATER BASIN PER TREE PLANTING DETAIL 4" DIA PVC INSPECTION TUBE WITH BLACK PVC SLIP CAP SET 3" MAXIMUM ABOVE FINISH GRADE DRILL 3/4" DIA. HOLE IN TOP OF CAP TO ALLOW FOR REMOVAL. CONNECT TO DRAIN PIPE WITH REDUCER FITTING AS REQUIRED 4" DIA PERFORATED PIPE. WITH DRAINAGE HOLES POINTED DOWN . IN FILTER SOCK 6. CONNECT PERFORATED PIPE TO STORM DRAIN SYSTEM PER CIVIL ENGINEER'S DRAWINGS 7 12" LAYER OF 3/4" DRAINAGE GRAVEL, SURROUNDED BY SOIL SEPARATOR FABRIC 8. ATRIUM PLANTER DRAIN PER PLAN, WHERE OCCURS CONNECT TO STORM DRAIN SYSTEM PER CIVIL ENGINEER'S DRAWINGS 9. NATIVE SOIL 10 EDGE OF PLANTING PIT 10. 3" CORRUGATED PIPE BELOW ROOTBALL TO ALLOW FOR METHANE GAS RELEASE. PROVIDE 3" BLACK DRAIN GRATE, NDS #14, AS CAP AT EXPOSED ENDS. OLIVE TREE PLANTING NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. t-=---------------------------+®-::,,..--------------------------------------1 TYPE OF REINFORCE STRAW MATTING SHALL BEAS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE TREE PLANT I NG ON SLOPE E PLANTING AT PARKING EDGE NOT TO SCALE MANUFACTURER RLA#---EXP. ___ _ DATE REVIEWED BY: REINFORCED 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 b STANDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITH IN ONE YEAR). c. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE) d STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. SLOPES - 6 1 OR STEEPER AND: a. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1 b. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. c IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP),# , #3 AND #4 " N 0 N - m < -a I n 0 z m C A r " -z 0 " " C I - R C H 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.47771 sea-sci.com T E C T u R E 8841 RESEARCH DR SUITE 100 IRVINE· CA 91618 949.387.1313 RIDGELA COM INSPECTOR DATE l---l----+-------------+---+----+--+----I I SH2E3ET 11 CITY OF CARLSBAD . PLANNING DIVISION :====-=======================:::::; LANDSCAPE IMPROVEMENT PLANS FOR: NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD PLANTING DETAILS 1-------+---+---------------+---+---+---+---1 I APPROVE~ 1' ~v<-• . PLANNING DATE DA TE INITIAL DATE INI TIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE IN ITIAL DRWN BY: __ _ CITY APPROVAL CHKD BY: SWK PROJECT NO. SOP 15-23 LPC2023-0007 DRAWING NO. 496-1M I ·v 0 0 I <t:: I 0 e::: H / e::: Q ,,,/ Q_ 0::: I -<t:: 0::: <t:: 2 0 ....J cf I-i er. 01 0...' er.'. <i: I er. I <( ~I 0 _J i <( I I I I ' \ 0... \_ i \ I_J 20 40 / i I I I ' . ' . : I ' I I I I ' I I I \ i \ ' I 80 SCALE AND NORTH L I I - I I I I 120 ' ' 7 riy C N rn o (, '.:: -"" • -" " 0 0 z e C e :' z C > " 0 " - ' ~) :_-:~~--~--~ ' II . ·• --1 ---- -" I ii 11 \\ 1- i -~ i d,-,- A R C H t,E i • ,i i -,EA T'AEl, -A,/D F .•,',; ,;c,r, "R'C•_ 0c~ u-.-,, rnc;,,,Ern·, °'"'' PHASE II NEW MEDICAL OFFICE BUILDING 49 ,942 SF PHASE I -WEST EXISTING OFFICE BUILDING 49,479 SF (NOT A PART OF THIS PROJECT) if) 1---- --~~ ----- I I I I I ..J·---- ,e, • • LIS Cl• CD /,'-TH.SCl.~f-.01 A•, "FR! Ol~•' IL r Hr, -~N s·rs: e ,._·,-;.Tl· TRCATf.1, NT •"~ ; .C·:C Cot, TS a) _ PER ~ -·,I,_ ca,·, si:ca-; PLAW; 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 / sca-sd.com T E C T u R E U!ST/NC 25' UT!UTY' j _@[,ltlt"I:,_'!__ ' 'El I ;-1 11 '. ' I I I I I I I I 8841 RESEARCH OR SUITE 200 IRVINE • CA 92618 949 .387.1323 RIDGELA.COM ii;: ,_,, t-,_ [,,C.,T[ HII TliO.L SHADE AND PARKING AREA LEGEND AREA OF PARKI NG STALLS & ASSOCIATED VEH ICULAR CIRCULATION D SHADE PROVIDED BY TREES AT 15 YEARS GROWTH SHADE CALCULATIONS TOTAL AREA OF PARKING STALLS TOTAL REQUIRED SHADE AREA AT PARKING AREA TOTAL AREA OF SHADE FROM TREES (TREES AT 15 YEARS MATU RITY) TOT AL SHADED AREA = 32,795 S.F = 16,397 S.F (50%) = 16,448 S.F = 50% APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" CITY OF CARLSBAD __ _,__ _ ___, i • :121 L4L I _ I 1 '-f'l Al·li·-l ll I(, Ci!\11::.lr)[-i --+----+--------l----+---1 L___:___ ='--'==== = = l----+-----1 LM ILJ .J:APE IMPPU•/UAU 11 l'LAI l'c f-lJF•: ---+---+----. ---1----+-----I Di-, TE lrllTIJ'.L NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD C•PWII En : C:Hl<D BY: SWK TREE SHADE DIAGRAM PP(J,JE(:·T i F~i SOP 15-23 '-------'='L P--'C202 3-000 7 496-1 M SECTION 32 13 73 -CONCRETE PAVING JOINT SEALANTS PART 1 -GENERAL 1 1 SUMMARY A. Section Includes: 1. Cold-applied joint sealants. 2 Hot-applied Joint sealants 1.2 PRECONSTRUCTION TESTING A. Preconstruction Compatibility and Adhesion Testing: Submit to joint-sealant manufacturers, eight samples of materials that will contact or affect joint sealants. Use manufacturer's standard test method to determine whether priming and other specific joint-preparation techniques are required to obtain rapid, optimum adhesion of joint sealants to joint substrates 1.3 ACTION SUBMITTALS A. Product Data: For each joint-sealant product indicated B. Samples: For each kind and color of joint sealant required. C. Pavement-Joint-Sealant Schedule: Include the following information: 1. Joint-sealant application, joint location, and designation 2 Joint-sealant manufacturer and product name. 3. Joint-sealant formulation. 4 Joint-sealant color. 1.4 INFORMATIONAL SUBMITTALS A. Product certificates. B Product test reports. C Preconstruction compatibility and adhesion test reports 1.5 QUALITY ASSURANCE A Testing Agency Qualifications: An independent testing agency qualified according to ASTM C 1021. B. Preinstallation Conference: Conduct conference at project site. PART 2 -PRODUCTS 2.1 MATERIALS A Compatibility· Provide joint sealants, backing materials, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint-sealant manufacturer based on testing and field experience B. Colors of Exposed Joint Sealants: As indicated by manufacturer's designations 2 2 COLD-APPLIED JOINT SEALANTS A. Single-Component, Nonsag, Silicone Joint Sealant for Concrete: ASTM D 5893, Type NS.See Editing Instruction No. 1 in the Evaluations for cautions about naming manufacturers and products. See Section 016000 "Product Requirements." 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following a. Crafco Inc., an ERGON company; RoadSaver Silicone. b. Dow Corning Corporation; 888. c Pecora Corporation; 301 NS. B. Single-Component, Self-Leveling, Silicone Joint Sealant for Concrete: ASTM D 5893, Type SL.See Editing Instruction No. 1 in the Evaluations for cautions about naming manufacturers and products. See Section 016000 "Product Requirements." 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Crafco Inc., an ERGON company; RoadSaver Silicone SL. b. Dow Corning Corporation; 890-SL. c. Pecora Corporation; 300 SL C Multicomponent, Pourable, Traffic-Grade, Urethane Joint Sealant for Concrete: ASTM C 920, Type M, Grade P, Class 25, for Use T.See Editing Instruction No. 1 in the Evaluations for cautions about naming manufacturers and products. See Section 016000 "Product Requirements." Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Pecora Corporation, Urexpan NR-200. 2.3 HOT-APPLIED JOINT SEALANTS A. Hot-Applied, Single-Component Joint Sealant for Concrete: ASTM D 3406.See Editing Instruction No. 1 in the Evaluations for cautions about naming manufacturers and products. See Section 016000 "Product Requirements." Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Crafco Inc, an ERGON company; Superseal 444/777. B. Hot-Applied, Single-Component Joint Sealant for Concrete and Asphalt: ASTM D 6690, Types I, II, and 111. See Editing Instruction No. 1 in the Evaluations for cautions about naming manufacturers and products. See Section 016000 "Product Requirements." 1. Products: Subject to compliance with requirements. available products that may be incorporated into the Work include, but are not limited to, the following: a Meadows, W. R., Inc.; Sealtight Hi-Spec. b. Right Pointe; 0-3405 Hot Applied Sealant. 2.4 JOINT-SEALANT BACKER MATERIALS A Round Backer Rods for Cold-and Hot-Applied Joint Sealants: ASTM D 5249, Type 1, of diameter and density required to control sealant depth and prevent bottom-side adhesion of sealant. B. Round Backer Rods for Cold-Applied Joint Sealants: ASTM D 5249, Type 3, of diameter and density required to control joint-sealant depth and prevent bottom•side adhesion of sealant. C. Backer Strips for Cold• and Hot-Applied Joint Sealants: ASTM D 5249; Type 2; of thickness and width required to control joint-sealant depth, prevent bottom-side adhesion of sealant, and fill remainder of joint opening under sealant 2.5 PRIMERS A Primers: Product recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests. PART 3 -EXECUTION 3.1 INSTALLATION A General: Comply with joint-sealant manufacturer's written installation instructions for products and applications indicated unless more stringent requirements apply B Cleaning of Joints: Clean out joints immediately before installing joint sealants C Joint-Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. D Install joint-sealant backings of kind indicated to support joint sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of joint-sealant backings. 2. Do not stretch, twist, puncture, or tear Joint-sealant backings 3 Remove absorbent joint-sealant backings that have become wet before sealant application and replace them with dry materials. E. Install joint sealants using proven techniques that comply with the following and at the same time backings are installed 1. Place joint sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses in each joint configuration 3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. F Tooling of Nonsag Joint Sealants: Immediately after joint-sealant application and before skinning or curing begins, tool sealants according to the following requirements to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of Joint: 1. Remove excess joint sealant from surfaces adJacent to joints. 2 Use tooling agents that are approved in writing by joint-sealant manufacturer and that do not discolor sealants or adjacent surfaces. G Provide joint configuration to comply with joint-sealant manufacturer's written instructions unless otherwise indicated H. Clean off excess joint sealant or sealant smears adjacent to joints as the Work progresses, by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur. END OF SECTION 32 13 73 SECTION 32 13 16 -DECORATIVE CONCRETE PAVING PART 1 -GENERAL 1 1 SUMMARY A Section includes colored and stained concrete paving 1.2 ACTION SUBMITTAL$ A Product Data: For each type of product indicated. B LEED Submittals Product Data for Credit MR 4· For products having recycled content, documentation indicating percentages by weight of postconsumer and preconsumer recycled content. Include statement indicating cost for each product having recycled content. C Samples: For each exposed product and for each color and texture specified D Other Action Submittals Design Mixtures: For each decorative concrete paving mixture. Include alternate design mixtures when characteristics of materials Project conditions, weather, test results, or other circumstances warrant adjustments 1.3 QUALITY ASSURANCE A Installer Qualifications: An employer of workers trained and approved by manufacturer of decorative concrete paving systems B Ready-Mix-Concrete Manufacturer Qualifications. A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment. C ACI Publ1cat1ons: Comply with ACI 301 unless otherwise indicated D Mockups: Build mockups of decorative concrete paving not less than 4 feet square to demonstrate typical joints surface color pattern, and texture: curing; and standard of workmanship. E Preinstallation Conference Conduct conference at proJect site PART 2 -PRODUCTS 2 1 FORMS A Form Materials Plywood, metal, metal-framed plywood or other approved panel-type materials to provide full-depth, continuous, straight, and smooth exposed surfaces. 2.2 STEEL REINFORCEMENT A Recycled Content: Postconsumer recycled content plus one-half of preconsumer recycled content not less than 25 percent B Plain-Steel Welded Wire Reinforcement ASTM A 185/A 185M fabricated from as-drawn steel wire into flat sheets C. Reinforcing Bars: ASTM A 615/A 61 SM· deformed. D Stee! Bar Mats: ASTM A 184/A 184M; with ASTM A 615/A 615M, deformed bars; assembled with clips. E Plain-Steel Wire: ASTM A 82/A 82M, as drawn. F. Bar Supports: Bolsters. chairs, spacers, and other devices for spacing supporting, and fastening reinforcing bars, welded wire reinforcement, and dowels in place. Manufacture bar supports according to CRSl's "Manual of Standard Practice" from steel wire, plastic, or precast concrete of greater compressive strength than concrete specified 2.3 CONCRETE MATERIALS A Cementitious Material: Use the following cementitious materials, of the same type, brand, and source, throughout Project: 1. Portland Cement: ASTM C 150. gray portland cement 2 Blended Hydraulic Cement: ASTM C 595, cement B Normal-Weight Aggregates: ASTM C 33, Class 4S, uniformly graded Provide aggregates from a single source Maximum Aggregate Size: 1 inch nominal 2 Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement C. Water: Potable and complying with ASTM C 94/C 94M D Air-Entraining Admixture: ASTM C 260 E Chemical Admixtures: Admixtures certified by manufacturer to be compatible with other admixtures and to contain no more than 0.1 percent water-soluble chloride ions by mass of cementitious material F Color Pigment: ASTM C 979, synthetic mineral-oxide pigments or colored water-reducing admixtures: color stable, nonfading, and resistant to lime and other alkalis 2.4 FIBER REINFORCEMENT A. Synthetic Fiber: Fibrillated polypropylene fibers engineered and designed for use in decorative concrete paving, complying with ASTM C 1116/C 1116M, Type 111, ½ inch long 2 5 SURFACE COLORING MATERIALS A Pigmented Mineral Dry-Shake Hardener Factory-packaged, dry combination of portland cement, graded quartz aggregate, color pigments, and plasticizing admixture. Use color pigments that are finely ground, nonfading mineral oxides interground with cement. B Pigmented Powder Release Agent: Factory-packaged, dry combination of surface-conditioning and dispersing agents interground with color pigments that facilitates release of stamp mats Use color pigments that are finely ground, nonfading mineral oxides interground with cement. C Liquid Release Agent· Manufacturer's standard, clear, evaporating formulation that facilitates release of stamp mats and texture rollers 2 6 STENCIL MATERIALS A Stencils: Manufacturer's standard moisture-resistant paper or reusable plastic stencils, designed for use on plastic concrete. 2 7 CURING MATERIALS A Evaporation Retarder: Waterborne, monomolecular, film forming, manufactured for application to fresh concrete B Waterborne, Membrane-Forming Curing Compound: ASTM C 309; Type I, Class B, manufactured for colored concrete ,, N 0 N m < I 0 0 2 m C A R C 2 0 > , 0 I H 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 I sea-sci.com T E C T u R E 1. For integrally colored concrete, curing compound shall be pigmented type approved by coloring admixtJre manufacturer 2 For concrete indicated to be sealed, curing compound shall be compatible with sealer A. Clear Acrylic Sealer: Manufacturer's standard, waterborne, nonyellowing and UV-resistant. membrane-forming, medium-gloss, acrylic copolymer emulsion solution, manufactured for colored concrete, containing not less than 15 percent solids by volume. B Slip-Resistance-Enhancing Additive Manufacturer's standard finely graded aggregate or polymer additive. designed to be added to clear acrylic sealer to enhance slip resistance of sealed paving surface 2.8 RELATED MATERIALS A Joint Fillers: ASTM D 1751 asphalt-saturated cellulosic fiber in preformed strips B. Polyethylene Film: ASTM D 4397, 1 mil thick, clear 2 9 CONCRETE MIXTURES A Prepare design mixtures, proportioned according to ACI 301. with the following properties Compressive Strength (28 Days): 3000 psi 2. Maximum Water-Cementitious Materials Ratio at Point of Placement 0.50 3 Slump Limit: 4 inches, plus or minus 1 inch. 4 Air Content 5-1/2 percent plus or minus 1.5 percent B. Chemical Admixtures: Use admixtures according to manufacturer's written instructions C Synthetic Fiber: Uniformly disperse in concrete mixture at manufacturer's recommended rate, but not less than 1.0 lb/cu yd D Color Pigment: Add color pigment to concrete mixture according to manufacturer's written instructions and to result in hardened concrete color consistent with approved mockup 2.10 CONCRETE MIXING A Ready-Mixed Concrete Measure, batch, and mix concrete materials and concrete according to ASTM C 94/C 94M Furnish batch certificates for each batch discharged and used in the Work PART 3 -EXECUTION 3.1 EXAMINATION AND PREPARATION A Proof-roll prepared subbase surface below decorative concrete paving to identify soft pockets and areas of excess yielding B Remove loose material from compacted subbase surface immediately before placing concrete C. Set, brace, and secure edge forms, bulkheads, and intermediate screed guides to required lines grades, and elevations Install forms to allow continuous progress of work and so forms can remain In place at least 24 hours after concrete placement D. Comply with CRSl's Manual of Standard Practice for fabricating, placing and supporting reinforcement 3.2 JOINTS A. General Form construction, isolation, and contraction joints and tool edges true to line, with faces perpendicular to surface plane of concrete. Construct transverse joints at right angles to centerline unless otherwise indicated. B Construction Joints: Set construction Joints at side and end terminations of paving and at locations where paving operations are stopped for more than one-half hour unless paving terminates at isolation joints C. Isolation Joints: Form isolation joints of preformed joint-filler strips abutting concrete curbs catch basins, manholes, inlets structures. walks, other fixed objects, and where indicated D. Contraction Joints: Form weakened-plane contraction joints, sectioning concrete into areas as indicated Construct contraction joints for a depth equal to at least one-fourth of the concrete thickness, as follows, to match jointing of existing adjacent decorative concrete paving E Edging: After initial floating, tool edges of paving, gutters, curbs, and joints in concrete with an edging tool to a 1/4-inch radius Repeat tooling of edges after applying surface finishes. Eliminate edging tool marks on concrete surfaces 3.3 CONCRETE PLACEMENT A Moisten subbase to provide a uniform dampened condition at time concrete is placed. B Comply with ACI 301 requirements for measuring, mixing, transporting, placing, and consolidating concrete. C. Deposit and spread concrete in a continuous operation between transverse joints. Do not push or drag concrete into place or use vibrators to move concrete into place D. Screed paving surface with a straightedge and strike off E Commence initial floating using bull floats or darbies to impart an open-textured and uniform surface plane before excess moisture or bleed water appears on the surface Do not further disturb concrete surfaces before beginning finishing operations or spreading surface treatments 34 FLOAT FINISHING A General: Do not add water to concrete surfaces during finishing operations B Float Finish· Begin the second floating operation when bleed-water sheen has disappeared and concrete surface has stiffened sufficiently to permit operations. Float surface with power-driven floats or by hand floating if area is small or inaccessible to power units. Finish surfaces to true planes. Cut down high spots and fill low spots. Refloat surface immediately to uniform granular texture. 3 5 INTEGRALLY COLORED CONCRETE FINISH A Integrally Colored Concrete Finish: After final floating, apply the following finish 1. Burlap Finish: Drag a seamless strip of damp burlap across float-finished concrete, perpendicular to line of traffic, to provide a uniform, gritty texture 2 Medium-to-Fine-Textured Broom Finish: Draw a soft-bristle broom across float-finished concrete surface, perpendicular to line of traffic, to provide a uniform, fine-line texture 3 Medium-to-Coarse-Textured Broom Finish: Provide a coarse finish by striating float-finished concrete surface 1/16 to 1/8 inch deep with a stiff-bristled broom, perpendicular to line of traffic 3.6 STENCILING A Cut stencils to slab width and lay on wet concrete. Overlap mortar joint on trailing edge of each section of stencil onto leading mortar joint of previous section. B. Slightly embed stencil into concrete by rolling with stencil roller. C Apply pigmented mineral dry-shake hardener materials to concrete surfaces according to manufacturer's written instructions D Stencil Rolling. Apply liquid release agent according to manufacturer's written instructions prior to applying texture roller to surface of concrete E. Remove stencils when concrete has sufficiently cured to bear weight Do not leave stencils in concrete overnight. F Remove debris with mechanical blower prior to application of curing compound. If release agent Is applied, delay removal of debris for 24 hours then flood area with low-pressure water hose, wetting release agent, and follow by cleanirg surface with pressure washer 3 7 PIGMENTED MINERAL DRY-SHAKE HARDENER A Pigmented Mineral Dry-Shake Hardener Finish: After initial floating apply dry-shake materials to paving surfaces according to manufacturer's written instructions and as follows 1. After final power floating, apply the following finish a. Burlap Finish: Drag a seamless strip of damp burlap across float-finished concrete perpendicular to line of traffic, to provide a uniform, gritty texture. b Medium-to-Fine-Textured Broom Finish Draw a soft bristle broom across float-finished concrete surface, perpendicular to line of traffic, to provide a uniform, fine-line texture c Medium-to-Coarse-Textured Broom Finish: Provide a coarse finish by striating float-finished concrete surface 1/16 to 1/8 inch deep with a stiff-bristled broom, perpendicular to line of traffic B Liquid Release Agent: Uniformly mist surface of dry-shake-hardened and still-plastic concrete at a rate of 5 gal/1000 sq ft 3 8 CONCRETE PROTECTION AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. B. Comply with ACI 306.1 for cold-weather protection. C Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/square feet x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete but before float finishing D Begin curing after finishing concrete but not before free water has disappeared from concrete surface. E. Curing Compound: Apply curing compound immediately after final finishing Apply according to manufacturer's written instructions Cure integrally colored concrete with a pigmented curing compound 2 Cure concrete finished with pigmented mineral dry-shake hardener with a pigmented curing compound 3.9 SEALER A. Clear Acrylic Sealer Apply uniformly in two coats according to manufacturer's written instructions Allow first coat to dry before applying second coat, at 90 degrees to the direction of the first coat Begin sealing dry surface no sooner than 14 days after concrete placement. 2 Thoroughly mix slip-resistance-enhancing additive into sealer before applying sealer according to manufacturer's written instructions. Stir sealer occasionally during application to maintain even distribution of additive 3 10 PAVING TOLERANCES A Comply with tolerances in ACI 117 3 11 REPAIRS AND PROTECTION A Remove and replace decorative concrete paving that is broken or damaged or does not comply with requirements in this Section. Remove work in complete sections from Joint to joint unless otherwise approved by Architect B Protect decorative concrete paving from damage. Exclude traffic from paving for at least 14 days after placement When construction traffic is permitted, maintain paving as clean as possible by removing surface stains and spillage of materials as they occur C Maintain decorative concrete paving free of stains. discoloration, dirt, and other foreign material Sweep paving not more than two days before date scheduled for Substantial Completion inspections END OF SECTION 32 13 16 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" DATE RLA#---EXP. ____ _ REVIEWED BY: INSPECTOR DATE 1---+--+---------------+---+--+----+---11 s~~TII ~L=AN:=D:::S:::C:::A_;:P::;E=l=M:;:P:;:RO:::V:::;E:::M:::;E:=N:;:T:::;P:::L=A=N:;:S:::;F:::O:::;R=: ======~ CITY OF CARLSBAD PLANNING DIVISION 8841 RESEARCH DR SUITE 200 IRVINE 'CA 92618 949.387.1323 RIDGELA.C0M NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD SPECIFICATIONS t----+---+-----------------1--+---+----+----, I APPROVED:~ 1f ~ .PLANNING ~ DATE DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL DRWN BY: __ _ CITY APPROVAL CHKD BY: SWK PROJECT NO. SDP 15-23 LPC2023-0007 DRAWING NO, 496-1M SECTION 02950 LANDSCAPE PLANTING Part 1 -GENERAL 1.01 WORK INCLUDED A Soil Preparation. B. Planting. C. Staking. D. Sodding. E. Clean up. 1.02 RELATED WORK A Section 02811 -Landscape Irrigation System. 1.03 QUALITY ASSURANCE A Source Quality: 1. Submit documentation at least 60 days prior to planting 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 and 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. 1.04 SUBMITTAL$ A Prior to installation submit for review and approval specifications and product information on items being used on project. Submit bound with list of items as cover sheet Conform to Section 01300. 1.05 DELIVERY, STORAGE AND HANDLING A Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed chemical analysis, name, trade mark, and conformance to State law. B. Provide copies of receipts for all amendments specified in these specifications or in the Soils Report. C. Deliver plants with legible identification labels. Label trees, evergreens, bundles of containers of like shrubs and 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. D. Protect plant material during delivery to prevent damage to root ball or desiccation of leaves. E. Notify Architect 7 days in advance of delivery of plant materials and submit itemization of plants in each delivery. F. Store plants in shade and protect from weather. G. Maintain and protect plant material in a healthy, vigorous condition. H. Exercise care in handling, loading, unloading and storing of plant materials. Replace damaged materials. 1.06 JOB CONDITIONS A Perform actual planting only when weather and soil conditions are suitable in accordance with locally accepted practice. B. Coordinate this work of this section with installation of underground irrigation system, utilities, piping and watering heads. 1.07 SAMPLES AND TESTS A Architect reserves the right to take and analyze samples of materials for conformity to specifications. Provide samples for testing upon request. Remove rejected materials from site immediately upon rejection at no additional cost. Testing costs will be paid for by Owner if materials prove to be in compliance with specifications. B. Prior to amending soils, contractor shall have soil tested for agricultural suitability as described in planting notes. C. Provide 1 cubic foot sample of medium grind topping mulch to Architect for review and approval. 1.08 GUARANTEE A Guarantee materials against poor, inadequate, diseased and inferior materials and workmanship for one year after 90 day maintenance agreement expiration. Part 2 -PRODUCTS 2.01 MATERIALS A The following organic, soil amendments and fertilizer 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. Provide standard, approved and first-grade quality materials, in prime condition when installed and accepted. Deliver commercially processed and packaged material in manufacturer's unopened containers bearing the manufacturer's guaranteed analysis. Supply a sample of all supplied materials accompanied by analytical data from an approved laboratory source illustrating compliance, or bearing the manufacturer's guaranteed analysis. C. Organic Amendment: 1. Nitrogen Stabilized: 0.56 lo 0.84 percent N based on dry weight for wood residual or rice hulls. 2. Particle Size: 95 to 100 percent passing 6.35 mm standard sieve; 80 to 100 percent passing 2.33 mm standard sieve. 3. Salinity: Ensure that saturation extract conductivity does not exceed 3.5 millimohs per centimeter at 25 degrees C. as determined by saturation extract method. 4. Iron Content: Minimum 0.08 percent dilute acid soluble Fe on dry weight basis. 5. Ash: 0 to 6 percent dry weight D. Soil Amendment: 1. Soil Sulfur: Agricultural grade sulfur containing minimum of 99 percent sulfur expressed as elemental. 2. Iron Sulfate: 20 percent iron expressed as metallic iron, derived from ferric and ferrous sulphate, 10 percent sulfur expressed as elemental. 3. Calcium Carbonate: 95 percent lime as derived from oyster shells. 4. Gypsum: Agricultural grade product containing 98 percent minimum calcium sulphate. E. Fertilizer: 1. Planting Fertilizer: pelleted or granular form consisting of the following percents by weight and mixed by commercial fertilizer supplier: 6-nitrogen, 20-phosphoric acid, 20-potash. 2. Planting Tablets: Provide slow-release type with potential acidity of not more than 5 percent by weight containing the following percents by weight of nutrients listed: 20-nitrogen, 10-phosphoric acid, 5-potash, 2.6-combined calcium, 1.6-combined sulphur, 0.35-iron elemental from ferrous sulfate. Provide in 21 gram tablets manufactured by Agriform, or other approved. 3. Hydroseeding 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. 4. Pre-Sod fertilizer: Provide type consisting of the following percents by weight and mixed by a commercial fertilizer supplier: 16-hydrogen, 20-phosphoric acid, 8-potash. 5. Sulphate of potash: 0-0-50. 6. Single super-phosphate: Commercial product containing 18 to 20 percent available Phosphoric Pentoxide, or other approved. 7. Urea formaldehyde: 38-0-0. 8. Hydroseeding fertilizer: provide amonium phosphate which consists of the following percent by weight and mixed by a commercial fertilizer supplier: 16-nitrogen, 20-phosphoric acid, 0-potash. F. Import or Amended Top Soil: Ensure sill plus clay content of top soil does not exceed 20 percent by weight, with a minimum 95 percent passing the 2.0 mm sieve. Do not allow the sodium absorption ratio SAR to exceed 6. The electrical conductivity (ECE) of the saturation extract cannot exceed 3.0 millimohs per centimeter at 25 degrees C. Ensure boron content is less than 1 part per million as measured on the saturation extract. To ensure compliance with these requirements, submit samples of soil for analysis prior to, and following backfilling. G. Plant Materials: 1. Provide plant materials in accordance with 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 and have well hardened systems and vigorous and fibrous root systems which are not root or pot-bound. In the event of disagreement as to condition 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. 2. Size of plants will 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 with the measurements specified in plant list If approved by The Owner, larger sized plants may be used, but without additional cost If larger plants are approved for use, the ball of earth or spread of roots for each plant will be increased proportionately. 3. Plants not meeting requirements of these specifications are considered to be defective whether in place or not. They must be immediately removed and replaced with new acceptable and approved plants of the required size, species and variety at no additional cost to the Owner. 4. Pruning: Do not prune, trim, top or alter the shape of trees or plants except as approved. 5. 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 University of California School of Agriculture (latest edition). 6. Nursery Grown and Collected Stock: Grow under climatic conditions similar to those in locality of project; container-grown stock in vigorous, healthy 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 homogeneous soil sections. 7. Sod: Provide Marathon II or approved equal. 8. Select trees which are aesthetically desirable and are good examples of the species. Trees with gashes, misshapen trunks or branches, topped leaders, structural defects, badly crossed branches, or other visual defects will not be accepted. 9. 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. H. Hydroseeding Fiber Mulch: Provide Hydro-mulch as manufactured by Conwed, or other approved equal, composed of wood cellulose fiber and containing no germination or growth inhibiting factors. Ensure a consistent texture whichdisperses evenly and remains suspended in agitated water. Provide with a temporary green dye and the following percentage property analysis: moisture content 9 plus or minus 0.8; 3 o.d. basis; organic matter 99.2 plus or minus 0.8; ash content 0.8 plus or minus 0.2;pH 4.8 plus or minus 0.5;water holding capacity (grams of H20 per 1 OOgrams of fiber) 1150 minimum. I. Hydroseeding Additive (Binder) Provide Ecology Control-M-Binder organic seeding additive. J. Guying and Staking Materials 1. Wood Tree Stakes: lodge pole pine, full treated with Coppernaphthanate Wood Preservative in strict accordance with FS TT-W-572 Type I, Composition B, 2 inch minimal normal size diameter by 10 feet long, no split stakes. " "" mo n~ " (/) (/) < - I n 0 z " C A R C r -z 0 ► ' n I - H 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 I sea-sci.com T E C T u R E 2. Ties: Provide rigid tie stock No. CT, size corresponding to tree box size as manufactured by VIT Company or other approved. K. Tree Paint: Provide Morrison Tree Seal, Cabot Tree Paint, or other approved. L Water: Provide clean, potable water. M. Mulch: Provide dark brown, 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. N. Wood Headerboards: 1. Provide 2-inch by 4-inch pressure treated Douglas fir or redwood construction grade headerboards. Make splices with 1-inch by 4-inch pieces no less than 12 inches long. Place 1-inch by 3-inch by 16-inch stakes at intervals of not more than 5 feet Cut stakes level and set below top of headerboards. 2. On sharp turns and curves, four ½-inch by 4-inch laminated boards, or two 1-inch by 4-inch laminated boards may be permitted. 3. Nail stakes and splices with galvanized common nails. Nail as required for solid installation. 4. Provide header as shown on drawings, laid true to line and grade, protect in-place adjacent improvements, shrubbery and other properties. Place stakes on ground cover side of header. 0. Sand: Provide washed silica sand. P. Root Barrier: UB24-2 by Deep Root Corp., (800)458-7668. Install at all trees within 5' 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 edge½" above finish grade. Part 3 -EXECUTION 3.01 INSPECTION 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 and trees and shrubs for improper pruning. C. Do not begin planting of trees until deficiencies are corrected or plants replaced. 3.02 PREPARATION A. Soil Preparation: 1. After proper finished grades have been verified or established, cross-rip all planting areas to a depth of 12", 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: Nitrogen stabilized organic amendment 16-16-16 Commercial Fertilizers Agricultural gypsum Soil sulphur 4 cubic yards 15 lbs. 100 lbs. 20 lbs. 2. 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. B. Final Grades: 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. 3 03 PLANTING INSTALLATION A General: 1. Perform actual planting only during those periods when weather and soil conditions are suitable and in accordance with locally accepted practice, as approved. 2. Distribute in planting areas only as many plants as can be planted and watered that same day. 3. 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. 4. The irrigation system shall be operational and approved prior to planting. B. Pre-Plant Weed Control: 1. 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. C. Lay-Out: Mark locations for plants and outlines of areas to be planted before any plant pits are dug. Gain City 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. D. Planting of Trees and Shrubs: 1. Strip and stack approved excavation for planting which is encountered within areas for trenches, tree holes, plant pits and planting beds. 2. Remove from site excess soil generated from planting holes and not used for backfilling. 3. Protect areas from excessive compaction when trucking plants or other materials to planting areas. 4. Provide excavated holes with vertical sides with roughened surfaces and of a size twice the diameter and 1-1/2 times the depth of the root ball for all trees and shrubs. 5. Cut cans on two sides with acceptable can cutter only. Do not injure root ball. Superficially loosen edge roots on three sides after removing from can. 6. Remove bottom of plant boxes before planting. Remove sides without damage to root ball after positioning plant and partially backfilling. 7. Center plant in pit or trench. 8. Face plants with fullest growth into prevailing wind. 9. Set plant plumb and hold rigidly in position until soil has been firmed around ball or roots. 10. Backfill container plants with: 6 parts by volume on-site soil 4 parts by volume organic amendment 1 pound 6-20-20 fertilizer mix/cu. yd. of mix 2 pounds iron sulfate per cubic yard of mix Note: The above is for bid purposes only. Specific backfill recommendations are made as a result of the soils testing described on the planting plan. 11. Raise all plants which settle deeper than the surrounding grade. After plant has been placed, add sufficient backfill to hole to cover approximately 112 of root ball. Add water to the top and thoroughly saturate root ball and adjacent soil. 12. After water has completely drained, place planting tablets: 1 tablet per 1-gallon container 2 tablets per 5-gallon container 3 tablets per 15-gallon container 4 tablets per 24 inch box 5 tablets per 30 inch box 6 tablets per 36 inch box 7 tablets per 42 inch box 8 tablets per 48 inch and larger boxes Set planting tablets with each plant on top of root ball while plants are still in their containers so the required number of tablets can be verified. 13. Backfill remainder of hole and tamp firm. Construct an earthen basin around each plant after backfilling. Provide basin of depth sufficient to hold at least 2 inches of water. Construct basins with amended backfill. Remove basin in all turf areas after initial watering. 14. Limit pruning to minimum necessary. Remove injured twigs and branches. Pruning may not be done prior to delivery of plants. Paint cuts over 3/4 inch in diameter with tree paint. 15. Stake trees immediately after planting. Install stakes plumb. 16. Do not bring iron sulfate into contact with concrete surfaces due to potential staining. Contractor is responsible for cleaning or replacing stained surfaces. E. Planting Groundcover: 1. Ensure that groundcover remains in the flats until transplanting. Flats' soil must contain sufficient moisture so it will not fall apart when lifting plants. 2. Plant groundcovers in straight rows evenly spaced unless shown otherwise, and at intervals required by drawings. Use triangular spacing unless otherwise noted on drawings. 3. Plant each rooted plant with its proportionate amount of flat soil. Immediately sprinkle after planting until entire area is soaked to full depth of each hole. Protect plants from damage and trampling. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BU IL T" DATE RLA#---EXP _____ _ REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD l-----+---l-----------------1-----l----+----+---1 I SH2E6ET 11 ====--'======P::::L=:A::::N::::N=:IN::::G:::::::D::IV::::IS::::10:::N::::=====~ LANDSCAPE IMPROVEMENT PLANS FOR: 8841 RESEARCH DR SUITE 200 IRVINE· CA 92618 949,387.1323 RIDGELA.COM NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD SPECIFICATIONS f---+----1--------------+---+----jf---+-----I I APPROVE~,.,/ q .... . PLANNING DATE DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DRWN BY: __ _ CHKD BY: SWK PROJECT NO. DRAWING NO. SOP 15-23 496 1 M '---'L='-P-"'C=-'2 0'-=2"-3-.,,,,0 0,_,,_0.,_7 __J - F. Hydroseeding: 1. Install large trees and shrubs (5 gallon and larger) if they occur in hydroseeded areas. 2. Install trees and shrubs (1 gallon) and groundcovers from flats if they occur in hydroseeded areas. 3. Provide seed mixes as shown on plan. 4. Apply hydro-seed by an approved hydro-mulch company 5. Apply in a form of slurry consisting of cellulose fiber , seed , chemical additives, commercial fertilizer and water. When hydraulically sprayed on soil, ensure that hydro -mulch forms a blotter like groundcover impregnated uniformly with seed and fertilizer and allows the absorption of moisture and rainfall to percolate to the underlying soil. 6. Prepare the slurry at the site by first adding water to the tank when the engine is at half throttle. When water level has reached height of agitator shaft, provide full circulation, then add seed, followed by fertilizer, then mulch. Only add the mulch to the mixture after the seed and the tank is at least 1/3 filled with water. By the time the tank is 2/3 to 3/4 full , all mulch shall be in. Commence spraying immediately when tank is full. 7. Spray with uniform visible coat by using the green color as a guide. Apply the slurry in a sweeping motion , in an arched stream so as to fall like rain allowing the wood fibers to build on each other until a good coat is achieved and the material is spread at the required rates. 8. Remove slurry not used within two hours from the site. 9. Fill out the daily worksheets by the nozzle man , with the following information: Seed type and amount, mulch type and amount, number of loads and amount of water, seeding additive type and amount, area covered and equ ipment used , capacity and license number.Do not allow any slurry to be sprayed into any reservoir basin or drainage ditches and channels wh ich may impede the flow of rain or irrigation water. Clean up any spilled slurry. 1 O. After application of hydro-mulch, wash excess material from previously planted materials and architectural features. Avoid washing or eroding mulch materials. 11. Ensure that application equipment has a built-in agitation system and operating capacity sufficient to agitate, suspend and mix a slurry containing not less than 40 pounds of fiber mulch plus a combined total of 7 pounds fertil izer solids for each 100 gallons of water. 12. Slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which will provide a continuous non-fluctuating discharge. Capacity requirement is 1,500 gallons, mounted on a traveling unit, either self-propelled or drawing by a separate unit which will place slurry tank and nozzles within sufficient proximity of areas to be seeded. 13. Hydraulic equipment used for pesticide applications shall consist of a clean 150 gallon capacity fiberglass tank , complete with mechanical agitation. Pump volume shall be 10 gallons per minute, wh ile operating at a pressure of 100 pounds per square inch. Distribution lines shall be large enough to carry the volume of water necessary for even chemical distribution. Spray nozzle must cover a 15-foot swath, with a minimum output of 5 gallons per minute at 80 pounds per square inch. G. Sod Planting 1. Remove rocks, weeds and debris from areas to be sodded. Work up soil to a depth of 6 inches, and break up all clods. 2. Carefully smooth all surfaces to be sodded. Roll area to expose soil depressions or surface irregularities. Re-grade as required. 3. Spread turf fertilizer 16-20-0 onto soil evenly at rate of one pound per 100 square feet of lawn area. Rake in lightly. Be sure soil is level and smooth before laying sod. Avoid laying sod on bone dry soil. 4. Lay first strip of sod slabs along a straight line use a string in irregular areas. Butt joints tightly, do not overlap edges. On second strip, stagger joints much as in laying masonry. Use a sharp knife to cut sod to fit curves, edges, sprinkler heads . 5. Do not lay whole lawn before watering. When a conveniently large area has been sodded, water lightly preventing drying . Continue to lay sod , and to water until installation is complete. 6. After laying sod, roll lightly to elim inate irregularities and to form good contact between sod and soil. Avoid heavy roller or excessive initial watering which may cause roller marks. 7. Water thoroughly the completed lawn surface. Soil should be moistened at least 8 inches deep. Repeat sprinkling at regular intervals to keep sod moist at all times until rooted. After sod is established, decrease frequency and increase amount of water per application as necessary. 8. Rep lace all dead or dying sod with equal material. H. Mulch Cover: Dress all groundcover, perennial and annual beds with 3" layer of mulch , except 2:1 slopes and turf areas . 3 04 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 05 OBSERVATION SCHEDULE A. Notify Owner 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 and planting operations 48 hours . 6. Pre-maintenance - 7 days. 7. Final inspection - 7 days. 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. END OF SECTION SECTION 02970 LANDSCAPE MAINTENANCE Part 1 -GENERAL 1.01 SECTION INCLUDES A. 90 day maintenance. B. Weeding . C. Fertilization. 1.02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Section 02811 -Landscape Irrigation. B. Section 02950 -Landscape Planting C Section 02520 -Portland Cement Concrete Paving . 1.03 QUALITY ASSURANCE A. Provide services by an experienced landscaping maintenance company . 1.04 MAINTENANCE PERIOD A. 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 City. Improper maintenance or possible poor condition of the project at the termination of the scheduled maintenance period may cause postponement of the final completion date of the Contract at no additional cost to Owner. Continue maintenance until acceptable to the Owner. B. Provide sufficient numbers of workers and adequate equipment to perform work during maintenance period. C. Maintenance period does not start until all elements of construction, planting , and irrigation for the complete project are in accordance with the contract documents for this project. D. Request an inspection to begin maintenance period after all planting and related work has been completed in accordance with contract documents. Maintenance period commences as described in written notification by the Owner. E. Prior to commencement of maintenance period , ensure that all ground covers and lawn areas have been planted and that all lawn areas show an even, healthy stand of grass seedlings or sod, grass having been mown twice. F. Any day or days that there is failure to properly maintain plantings, replace suitable plants , perform weed control or maintain hardscape areas will not be credited as part of the 90 days maintenance. The project will not be segmented into maintenance phases G. Keep paved areas free of silt, dirt , leaves and other planting area debris. Maintain these areas at least broom clean through the duration of the maintenance period , cleaning no less often than once per week. 1.05 GUARANTEE AND REPLACEMENT A. Guarantee: Guarantee plant material against any and all poor, inadequate or inferior materials and workmanship for one year. Replace plants found to be dead or in poor condition due to faulty materials or workmanship, at no extra cost to Owner. B. Replacement: Replace materials found to be dead, missing or in poor condition during the maintenance period immed iately. The Architect is the sole judge of the acceptability of condition. Make replacements of materials within 15 days after condition develops or written notification from Architect has been sent. Architect has the right to make emergency repairs without releasing Contractor's guarantee and warranty to Architect. 1.06 INSPECTIONS A. Request normal progress inspection at least 72 hours in advance of an anticipated inspection . Inspections are as follows: 1. Immediately prior to commencement of this maintenance work. 2. Completion of first [90] day maintenance period . 3. Final acceptance. 1.07 PROJECT FINAL ACCEPTANCE A. Prior to date of final inspection, acquire approved reproducible prints and finally record from the job record set , all changes made during construction and deliver them to Architect. B. Deliver guarantees to Architect. Part 2 -PRODUCTS 2.01 MATERIALS A. Ensure that all materials conform to other sections of these specifications for planting and irrigation, and as acceptable to Architect. B. Provide monthly record of all herbicides, insecticides and disease control chemicals used on site. Part 3 -EXECUTION 3.01 MAINTENANCE A. Weed and cultivate al l 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. " " " m o o" a- (/) (/) < -" " 0 0 , " C A R C r H " -, 0 > a 0 " - 13280 Evening Creek Drive South Suite 125 San Diego, CA 92128 858.793.4777 I sea-sci.com T E C T u R E 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 Architect immediately should damage occur as a result of maintenance operations and provide repair or remuneration. E. Between the 15th and 20th calendar day of the maintenance period, reseed or resod all spots or areas within the lawn where normal turf growth is not evident. 3.02 TREE AND SHRUB CARE 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 health or structural reasons for doing so, including the need to eliminate diseased or damaged growth, eliminate structurally unsound growth, reduce potential for wind toppling or wind damage, or maintain growth within limited space. b. If requested by the City provide pruning for aesthetic enhancement according to "pruning" by Sunset Books. 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. C. Staking 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 approved 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 feet with top dress fertilizer. 2. At 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 should maintenance period be extended for any reason - 6 pounds per 1,000 square feet with fertilizer mix. 4. Avoid applying fertilizer to the root ball and base of main stem; rather, spread evenly under plant to drip line. 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 Architect at no additional cost to the Owner. 3.03 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 possible 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 ground cover to keep in bounds. E. Replace dead and missing plants at no additional cost to the Owner. 3.04 LAWN AND TURF CARE A. Turf must be well-established prior to final acceptance. B. Watering: Water lawns at such frequency as weather conditions required to replenish soil moisture below root zone. C. Weed control: If needed, control broad leaf weeds with selective herbicides . D. Mowing : 1. Perform mowing at such times of the day or week as may be requested by the Owner so as not to impede the Owner's ope rations. Mowing times may be at times other than normal working hours or days. Perform work at Owner's convenience at no additional cost to the Owner. 2. Clean up grass clippings during and after mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. E. Renovating: 1. If required, remove thatch by verticutting, preferably in the Fall of the year. but otherwise in the Spring. At this time, fertilize with nitrate and over-seed if needed . Over-seeding must precede pre-emergent herbicides by at least 4 to 6 weeks Normally, this means that lawns which have been invaded by crabgrass would be renovated and over-seeded in the Fall and treated for crabgrass control in the following late Winter. 2. Clean up grass clippings during and after mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuum ing is not acceptable. 3.05 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 unimpeded coverage and no overspray. 3.05 IRR IGATION 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 unimpeded 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 at no additional cost to the Owner. Make all repairs within one watering period. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" DATE RLA#---EXP _____ _ REVIEWED BY: INSPECTOR DATE 1---+--+---------- ----t-----t--;----,-----j I SH2E7ET 11 CITY OF CARLSBAD . PLANNING DI VISION ~L=A=N==Ds==c;:A~P=-E=1=M=-P:;:R::;:OV:::,E;:M=.:E==N=-T=;P;:L=A==N;:S=;F~O=-R==: ======= ,"_'t'',',Lc=.!cccr-7".~,,., OF CALI &, 8841 RESEARCH DR SUITE 200 IRVINE· CA 92616 949.38/.1323 RIDGHH0M NORTH COAST MEDICAL PLAZA 6020 HIDDEN VALLEY ROAD SPECIFICATIONS I APPROVEDfi. ,. • 1' ¼«· , q/z:;/z'3 ~=====t====~================================;====~=====~====~====~ ~P:::::L::::A:::::N:::::N::::IN:::::G=:==:;-;::::========::::;~:=D:::A:=T::'E::::=:::::= PROJECT NO. DRAWING NO. SOP 15-23 496 1 M LPC2023-0007 - DA TE INITIAL DESIGNER OF WORK DATE IN ITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DRWN BY: __ _ CHKD BY: SWK