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HomeMy WebLinkAboutDWG 465-6L; CB 091744; GENOPTIX BUILDING 2; 01-09RECYCLED WATER STANDARD PLAN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES & REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. 4. 5. 6. 7. 8. 9. 10. 1 1 . 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE, PONDING, RUN-OFF, OVER SPRAY AND MISTING. HOSE BIBS ARE STRICTLY PROHIBITED. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 9:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DISIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 9:00 P.M. AND 6:00 A.M. BURIAL OF ALL WIRING AND PIPEING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 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. 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 CENTER LINES. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW PATABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE, OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 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 MUNICIPARL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT OR AFTER HOURS CONTACT LUCIA SHANSHOIAN of COVEY COMMERCIAL LUCIA SHANSHOIAN @ (760) 931-1134 @ (760) 931-1134 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. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED COUDOOR EATING AREAS ON THIS SITE. 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, FUTURE (PRIVATE) RECYCLED WATER SYSTEM FOR LANDSCAPE IMPROVEMENTS AT GENOPTIX BUILDING 2 INSPECTION PROCEDURES 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTICALLY). B. PIPE IDENTIFICATION C. SLEEVING AT CROSSINGS. 0. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. SIGNAGE INSTALLATION PER PLAN. 8. CONTROLLER STICKERS. C. TAGGING OF VALVES. D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECTION SHALL INCLUDE: A. A COMPLETE INSPECTION THAT WILL COVER A-I OF THE DRISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 4. BACKFLOW INSPECTION: A. ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WED SITE AT www.ci.carlsbad.ea.us/pdfdoc.hmtl?pid=J40 5. LANDSCAPE ARCHITECT INSPECTION: A. 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. 8. 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 INPSECTION MUST BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCPE CERTIFICATION FORM" FAX TO: 760-944-8943. LANDSCAPE INSPECTION REQUEST PHONE LINE: 760-602-4602. SHEET INDEX NAME SEQUENCE TITLE L-1 1 RECYCLED WATER COVER SHEET L-2 2 DEMOLITION PLAN L-3 3 CONSTRUCTION DETAILS L-4 4 IRRIGATION PLANS L-5 5 IRRIGATION DETAILS L-6 6 IRRIGATION SPECIFICATIONS L-7 7 PLANTING PLAN L-8 8 PLANTING DETAILS L-9 9 PLANTING SPECIFICATIONS DECLARATION OF RESPONSIBLE CHARGE: I HEARBY DECLARE THAT I AM THE LICENSED LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 81/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. I. GUIDELINES FOR RECLAIMED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 9:00 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. 2. 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 FUNTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. 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. 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 CONTINOUS BASIS OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST BE INFORMED THAT RECLAIMED 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 ANO EVERY ONE OF YOUR EMPLOYEES. 6. 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. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC 3" X 4" PURPLE IN COLOR WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR, USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 8. 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. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS II. 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. I I • ~ \1 .\ KEY MAP P.O.C. FOR NEW ON-SITE RECYCLED WATER METER OUTDOOR EATING AREA HARDSCAPE SURFACE PERFORATED FURNITURE Existing Light Industrial RECYCLED IRRIGATION POINTED AWAY FROM EATING AREA TO PROTECT FROM OVERSPRAY & MISTING. EXISTING ONE STORY BUILDING 2131 FARADAY AVE. NO SCALE VICINITY MAP CITY OF OCEANSIDE PACIFIC OCEAN L,. SITE (2131 FAR4ll4Y Al,,f°) " ' ,..~ 7 I ~ ,i CITY OF SAN MARCOS /'=---irl. i CITY OF ENCINITAS __ .r,_j CMWD TYPICAL SIGNS In Order to Conserve Water ... RECYCLED WATER IN USE 0) LO 0) N 18" X 18" SIZE, 0.032 ALUMINUM, 0.60 ABS PLASTIC, OR STICK-ON VINYL SIGNS. DO NOT DRINK NO TOME EL AGUA WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR ~----BLACK LOGO ~----PURPLE BACKGROUND 36" (N.T.S.) ~--1" BLACK LETTERS WARNING RECYCLED WATER DO NOT DRINK R CYCLED WATER WAS HANDS AFTER CONTACTING LAVESE S S MANOS DESPUES DE USAR 12" X 36" SIZE 0.032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS ~--1 " BLACK LETTERS 2" BLACK LETTERS Existing Light Indus/rial KEY MAP LEGEND SYMBOL DESCRIPTION ® POTABLE WATER METER ® RECYCLED WATER METER [sJ BACKFLOW PREVENTION DEVICE INSTALL PER CMWD --w--POTABLE WATER LINE -RW-RECYCLED WATER LINE --R.C-RECYCLED WATER PRESSURE SUPPLY LINE -FS-FIRE SERVICE LINE ~ RECYCLED WATER USE AREA ~, z ... ! 8 a ~1~§ o3 N~ ~ ro~ " . ,. f3 ;f ~ill~ 8~~~ ~~~1 ;i ;1~1 "• gi "' I ~~ [/)" ~ !! .. ~-"' ~ ~~ ij re 1':l j~ tl. tll N -0 <( _J z -ct: :::) ~ (Di) x~ -__j I-~ a.. u 0 z w <., .. 9 ~,l " '" ~~ U) w l- et: w o_ 0 ct: o_ \l ,. ~ f-'. _J u <( u ct: w 2 2 0 0 N N a, u r-- 1/) w8 <( :2 a z ct: e _J 23 11:l d z ~ Cl. ~ LANDSCAPE PLANS: ·" RECLAIMED WATER COVER SHEET MYLAR SET DATE 12-22-09 CLEANING OF TOOLS,, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF THE WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. \ U- A SHEET INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS, OR OTHER APPROVED METHODS. COUNTY DO NOT DRINK SIGN N.T.S. .,_ ______ 18" ---------- WE ARE CONSERVING OUR MOST VALUABLE RESOURCE BY IRRIGATING OUR LANDSCAPE WITH RECYCLED WATER RECYCLED WATER AGUA RECICLAOA DO NOT DRINK NO TOME EL AGUA 12" REVIEWED ~rd& ENiNrrRING PLAN CHECKER 1?/!1lo1 date COUNTY OF SAN DIEGO Department of Environmental Health Land and Water Quality Division A ;i... 'l ,.; ~ ~. ~ GLENN LEEKS Environmental Health Specialist l2-3u-09 dote THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. &-d¢6~ PROTECTION 1 \ DO NOT DRINK SIGN LOCATION R ™1fil OUTDOOR EATING AREA (PROTECT AGAINST CONTACT WITH RECYCLED WATER L-1 CHARLES G. EVANS FIRM NAME/ ADDRESS: Exisl!ng Light Industrial NOTE: EXISTING POTABLE WATER IRRIGATION MAINLINE TO BE CONVERTED TO RECYCLED IRRIGATION WATER MAINLINE (MASTER ASSOCIATION AND ON-SITE LANDSCAPING) TELEPHONE NUMBER: PLANNING SYSTEMS 1530 FARADAY AVE., CARLSBAD, CA 92008 (760) 931-0780 REGISTRATION NUMBER: LA #3900 EXPIRATION DATES: 12/31/10 CARLSBAD MUNICIPAL WATER DISTRICT STE 1 DO h~~cs-t-- WILLIAM E. PLUMMER, R.C.E. 28176 /2.-~4-tJf DATE Deputy City Engineer, Exp. 3/31/10 80' o' 80' 160' ~--------------------------------------------' NORTH GRAPHIC SCALE: 1 "= 80' REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR, & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. APPROVED FOR PLANTING AND /RR/GA TION ONLY, INCL UD/NG PRECISE LOCATION OF PLANTING AREAS. RCE __ _ REVIEWED BY: INSPECTOR "AS BUILT" EXP, ___ _ DATE DATE [sHml CITY OF CARLSBAD I SHEgETS I 1----1-----+------------------1----+--+-~-t------l L_1___j PLANNING DEPARTMENT l----l-----+------------------1----+--+---t------l LANDSCAPE PLANS f"OR: GENOPTIX BUILDING 2 2131 FARADAY AVE., CARLSBAD, CA APPROVED: n-:f~ I er-~ll~-tt-l·l..·lc PLANNING DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CllY APPROVAL RVWD BY: CB09 17 44 465-6L : -.i ., ...c ~ • \ \ \ \ \ \ I I \ I \ \ \ \ E8 NORTH 18" --0 9 20' o· 20' 40' GRAPHIC SCALE: 1 "= 20' 12" 18" -• 0 0 18" ~·~ 0 . .-10" 0 12" '0 ' --12" EP / ' Plan Notes OJ DEMO TREES, SHRUBS, AND GROUNDCOVER IN NEAR BUILDING AREAS TO BE RENOVATED. SEE PLAN KEY BELOW FOR TREES TO REMAIN AND TO BE REMOVED. LONDON PLANE TREES IN COMMON AREA -SEVEN TREES TO BE REMOVED (THIS ACTION COMPLIES WITH CRC AND CITY APPROVED STREETSCAPE IMPROVEMENT PLANS. EXISTING MONUMENT SIGN TO BE RENOVATED. COMMON AREA LANDSCAPE IMPROVEMENTS -DEMO TURF IN COMMON AREA WHERE PROJECT ENTRY AND MONUMENT SIGNAGE LANDSCAPING IS PROPOSED. THESE COMMON AREAS SHALL BE MAINTAINED BY PROPERTY OWNER. of l ~~~ij ~J ~~ ;i!~ ~1 8,,~~ , ◄ I "'~~ ii ~1;; <) • ~ ~"" -~ §,. "' I ~I ,,~ ~ ~g p C:\ ~, 12" EP I , 024' EP Q J DEMO TURF WHERE HANDICAP ACCESS, OUTDOOR EATING AREA, AND LANDSCAPING IS PROPOSED. ~t, 18" MQ EXISTING ONE STORY BUILDING I 7 "MQ \ ' ' ' ' ' ' '\. '-'-\., ' ' ',\ .\. ! ' ·, 18' ' EP 10" FR I I I I I I I I I I I I I ----- I / APPROVED FOR PLANTING AND !RR/GA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ------------------------------- "AS BUILT" RCE ____ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE FR 1/ 7 6 s' I ' ' ,---- 2" EP ' ' ~ ' I 1/ 30" /EP ' ' ~ I I I I I I I I I I I l I I I I I I I I l 11111 I l I I I I I I I I I I I I I I I I I I I I I I I I I\ I I l 11; I I• I t I r\ I ~ I I \ l, I I I (7))12" EP / i11~1, •"' I I 1:J:'j+' I I/-: I t111111111t EP I I I I I t 1 EP EP I I I I I [j] --------c:~~ ----------"-~~:~--- -~ -----~✓--.. ----~---------:~:~-- ----- L (!] DEMO ALL FICUS RUBIGINOSA ON-SITE (THESE TREES TO BE REPLACED WITH MORE DESIRABLE SPECIES). □ DEMO TREES AND SHRUBS IN PARKING AREAS TO BE RE-DESIGNED. [!j DEMO LANDSCAPING WHERE CART PATH ACCESS IS PROPOSED. ~ DEMO (2) SIGN FOOTINGS. 1101 DEMO EXISTING LANDSCAPING WHERE PROJECT ENTRY LANDSCAPING IS PROPOSED. [!!] APPROXIMATE LOCATION OF EXISTING POTABLE MAINLINE PER ORIGINAL LANDSCAPE CONSTRUCTION DOCUMENTS. LOCATE AND DEMO EXISTING MAINLINE AS NECESSARY TO ACCOMPLISH PROPOSED CONSTRUCTION. PROTECTED IN PLACE AS MUCH EXISTING MAINLINE AS POSSIBLE. CUT, TEMPORARILY CAP, AND MARK LOCATIONS WHERE EXISTING MAINLINE IS REMOVED. 1121 TREE TO BE SAVEO. EXISTING POTABLE IRRIGATION WATER METER TO BE REMOVED. A NEW RECYCLED WATER METER WILL BE LOCATED PER IRRIGATION PLAN (SEE SHEET L-4). 1141 REMOVE EXISTING MELALEUCA QUINQUENERVlA BECAUSE ROOTS BELOW PAVING ARE DAMAGING PARKING SURFACE. llSI REMOVE MELALEUCA QUINQUENERVIA BECAUSE ARCHITECTURAL WALL IS PROPOSED IN THIS LOCATION. l16I REMOVE MELALEUCA QUINQUENERVIA BECAUSE THIS TREE IS TOO CLOSE TO BUILDING AND IS IN POOR HEALTH. General Irrigation Note The existing potable irrigation system will be converted to recycled water. The only existing irrigation components proposed to remain in place are the pressure mainline, wiring, and lateral line that is not removed as a result of proposed construction processes. All building adjacent irrigation laterals are proposed for replacement. Site Data description acres Total Area of Site Total Landscape Area Existing Turf Area Building Area 2.91 acres (inc. R.O.W. vegetation) 0.71 acres (24.5% of site) 0.36 acres (51 % of landscape area) 43,448 s.f. Plan Key symbol 0 • description Existing Tree To Remain Existing Tree to be Removed 24" Trunk Caliper size • Existing Shrub to be Removed [----j Shrub and Ground Cover to be Redesigned t +:+:+:+:I Turf On-site to be Removed I· • • • • ·1 Turf in Common Area to be Removed Existing Tree Species symbol Latin name Common name ED Eriobotrya deflexa Bronze loquat EP Eucalyptus polyanthemos Silver dollar gum FR Ficus rubiginosa Rustyleaf fig GP Geijera parviflora Australian willow LC Lophostemon confertus Brisbane box MQ Melaleuca quinquenervia Paperbark tree PA Plata nus x acerifolia London plane tree PK Pyrus kawakamii Evergreen pear TT Tipuana tipu Tipu tree quantity 42 43 40 0.15 ac. 0.10 ac. 0.02 ac. ◄~ ~-<O - ~~ ~~ :g a, 0 ~i'.l .. 'j' 0 ~~ ~~ z a ~~ ll.. tll g 8: r-~ Ir N U1 w <..'.) f-O'.'. z w Q_ 0 -0 N 0 O'.'. ~ <( Q_ N _J m z ,.: (l'.'. ...I u -0 <( <( :::::) L,_ u 0 z _j a (l'.'. m <( O'.'. c2 2 w u ~ ~ :::J a ~ :i <( u X <( 0 (D u /'-, V) 11) 0 -_J I') C) I-~ <( 11) w z a 0... u O'.'. z 0 0 iii LL. ...I z <( w u (? LANDSCAPE PLANS: DEMOLITION PLAN MYLAR SET DATE 12-22-09 SHEET L-2 l---+---+-------------l--+--l---l-----l I sH2EET I CITY OF CARLSBAD I SHEgETS I ~=='-'===::::P::LA::::N:::N:::l=:NG:::::::D::::E:::P::::AR=:T:::M::::E:=N:=T==~.::::=~ LANDSCAPE PLANS FOR: GENOPTIX BUILDING 2 2131 FARADAY AVE., CARLSBAD, CA I APPROVED: 11---f { 4-~1-<>it I· <P·IO OATE PLANNING DATE INITJAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITf APPROVAL RVWO BY: CB09 17 44 465-6L I', IRRIGATION HEADS HUNTER IRRIGATION HEADS PR£CIP. (IN/HR) SYM MAK[ MOD[L R,l,DllJ:;PSI GPM .. .. otsCRIPTION Q) HUNTER PGJ-06-R-V-02 25' 10 0.8 0.17 0.20 6" POP-UP ROTOR Q) HUNTER PGJ-06-R-V-03 30' 40 1.6 0.17 0.20 6" POP-UP ROTOR 0) HUNTER PGJ-06-R-V-05 30' 40 1.8 0.27 0.31 6" POP-UP ROTOR CID HUNTER PGJ-06-R-V-08 30' 40 3.7 0.47 0.54 6" POP-UP ROTOR ® HUNTER PGJ-06-R-V-10 30' 40 6.0 0.60 0.69 6" POP-UP ROTOR RAINBIRD IRRIGATION HEADS SYM MAKE MODEL NOZZLE PSI GPM R ARC DESCRIPTION RAINB'D 1806-SAM HI-Van 30 0-2.66 18' 0-360 POP-UP or RISER RAINB'D 1806-SAM 15-Van 30 0-0.65 15' 0-90 POP-UP or RISER RAINB'D 1806-SAM lSQ 30 0.92 15' 90 POP-UP or RISER RAINB'D 1806-SAM 1ST 30 1.38 15' 120 POP-UP or RISER RAINB'D 1806-SAM lSH 30 1.85 15' 180 POP-UP or RISER RAINB'D 1806-SAM 15TQ 30 2.78 15' 270 POP-UP or RISER RAINB'D 1806-SAM 15F 30 3.70 15' 360 POP-UP or RISER RAINB'D 1806-SAM 12-Van 30 0-0.65 12' 0-90 POP-UP or RISER RAINB'D 1806-SAM 12Q 30 0.65 12' 90 POP-UP or RISER RAINB'D 1806-SAM 12T 30 0.87 12' 120 POP-UP or RISER RAINB'D 1806-SAM 12H 30 1.30 12' 180 POP-UP or RISER RAINB'D 1806-SAM 12TT 30 1.74 12' 235 POP-UP or RISER RAINB'D 1806-SAM 12TQ 30 1.95 12' 270 POP-UP or RISER RAINB'D 1806-SAM 12F 30 2.60 12' 360 POP-UP or RISER RAINB'D 1806-SAM 10-Van 30 0-0.75 10' 0-90 POP-UP or RISER RAINB'D 1806-SAM l0Q 30 0.39 10' 90 POP-UP or RISER RAINB'D 1806-SAM !OH 30 0.79 10' 180 POP-UP or RISER RAINB'D 1806-SAM l0F 30 1.58 10' 360 POP-UP or RISER RAINB'D 1806-SAM 8-Van 30 0-0.0.72 0-90 POP-UP or RISER RAINB'D 1806-SAM SQ 30 0.26 8' 90 POP-UP or RISER RAINB'D 1806-SAM SH 30 0.52 8' 180 POP-UP or RISER RAINB'D 1806-SAM 8T 30 0.35 8' 135 POP-UP or RISER RAINB'D 1806-SAM SF 30 1.05 8' 360 POP-UP or RISER RAINB'D 1806-SAM 4-Van 30 0-0.29 4' 0-90 POP-UP or RISER RAINB'D 1806-SAM SQ 30 0.10 10' 90 POP-Up or RISER RAINB'D 1806-SAM ST 30 0.13 10' 120 POP-UP or RISER RAINB'D 1806-SAM SH 30 0.20 10' 180 POP-UP or RISER RAINB'D 1806-SAM-1401 30 0.25 TRJCKLE 360 POP-UP or RISEP RAINB'D 1806-SAM-1402 30 0.5 TRICKLE 360 POP-Up or RISER RAINB'D 1806-SAM-10H-PCS#·020 30 0.2 3' 180 POP-UP or RISER RAINB'D 1806-SAM-lSQ PCS#020 30 0.2 J' 90 POP-UP or RISER RAINB'D l806-SAM-12T-PC5#020 30 0.2 2' 120 POP-UP or RISER RAINB'D 1806-SAM-B155ST 30 1.21 4X30 SIDE POP-UP or RISER RAINB'D 1806-SAM-BlSLCS 30 0.49 4X15 END POP-UP or RISER RAINB'D 1806-SAM-BlSRCS 30 0.49 4X15 END POP-UP or RISER RAINB'D 1806-SAM-lSEST 30 0.61 4X15 END POP-UP or RISER RAINBINRD INSTALLATION NOTE INSTALL 6" POP-UP UNLESS DIRECTED OTHERWISE BY PLAN CALLOUT. 12" POP-UP OR 18" RISER INSTALLATION ARE ALTERNATIVES UTILIZED. OTHER IRRIGATOIN EQUIPMENT SYM MAKE MODEL SIZE DESCRIPTION [Ml P.O.C. 1" RECYCLED METER W/ 2" SERVICE LINE [BJ FEBCO 825Y 1-1/4" REDUCED PRESSURE BACKFLOW ASSEMBLY [El WILKINS 510 YSBR 1-1/4" BRONZE PRESSURE REDUCING VALVE W/ 400 MESH Y-STRAINER ~ RAINBIRD PES-8 SERIEBER PLAN PLASTIC RECYCLED WATER AUTOMATIC CONTROL VALVE ® NELSON #7645 1" RECYCLED WATER QUICK COUPLER VALVE 1%1 RAINBIRD EXP-20-LX 20 STATION WALL MOUNT CONTROLLER W/ RAINBIRD RSD-BEX RAIN SENSOR M NIBCO T-113 LINE SIZE BRONZE GATE VALVE APPROVED CL 315 2" PVC RECYCLE WATER PRESSURE MAINLINE (PURPLE) ---EXISTING CL 315 PER PLAN PVC PRESSURE MAINLINE -j-POTABLE) ------------ (BELOW GRADE INSTALLA ION) APPROVED CL200 PER PLAN PVC PURPLE PIPE LATERAL LINE APPROVED 2X LINE PVC PIPE SLEEVE SLEEVING NOTES: SEE SHEET L-5 FOR SLEEVING REQUIREMENTS NEW RECYCLED WATER VALVE KEY STATION NO. GPM VALVE SIZE POINT OF CONNECTION NOTE: ALL NEW AND REPLACEMENT IRRIGATION EQUIPMENT SHALL BE PURPLE RECYCLED WATER APPROVED EQUIPMENT. ALL SPRINKLERS SHAU HAVE PURPLE CAPS. ALL VALVE HANDLES SHALL BE A PURPLE COLOR. APPROVED FOR PLANTING AND /RR/GA T/ON ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. IRRIGATION NOTES 1. ALL IRRIGATION HEADS, VALVES, ETC. ARE DRAWN DIAGRAMMATICALLY. IRRIGATION CONTRACTOR SHALL ADJUST TO PROVIDE ADEQUATE COVERAGE AS REQUIRED DUE TO MINOR SITE DRAWING DISCREPANCIES. 2. IRRIGATION PLAN IS DIAGRAMMATIC. LOCATE ALL IRRIGATION LINES, EQUIPMENT AND APPURTENANCES WITHIN PROPERTY LINES AND OUTSIDE OF PUBLIC RIGHT OF WAY. 3. CONTRACTOR SHALL GUARANTEE THE ENTIRE SYSTEM TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE. 4. CONTRACTOR SHALL VERIFY WATER PRESSURE AT P.O.C PRIOR TO BEGINNING WORK, NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 5. CONTRACTOR SHALL HAVE ONE (1) POINT OF CONNECTION: INTO A RECYCLED WATER MAIN LOCATED ON FARADAY AVENUE. 6. ELECTRICAL P.O.C. SHALL BE PROVIDED BY OWNER NEAR CONTROLLER LOCATION INDICATED. POWER SUPPLY SHALL BE 120 VOLT. CONTRACTOR SHALL VERIFY CONTROLLLER AND POWER SUPPLY LOCATIONS PRIOR TO BEGINNING WORK. 7. PRESSURE MAINLINES SHALL BE INSTALLED EIGHTEEN (18") INCHES DEEP AND LATERALS TWELVE (12") INCHES DEEP. MAINLINE TRENCH BOTTOMS SHALL BE BACKFILLED WITH TWO (2") INCHES OF SAND. 8. CONTRACTOR SHALL INSTALL THRUST BLOCKS (1 CUBIC FOOT OF CONCRETE) AT EACH CHANGE IN DIRECTION OF PRESSURE MAINLINE. 9. MAINLINE SHALL BE PRESSURE TESTED FOR 24 HOURS. CITY INSPECTOR MUST APPROVE MAINLINE PRESSURE TEST(S) PRIOR TO BACKFILLING. THE LANDSCAPE ARCHITECT MUST BE NOTIFIED THAT THE IRRIGATION MAINLINE IS BEING PRESSURE TESTED PRIOR TO THE CITY INSECTOR'S SIGNOFF. 10. AUTOMATIC VALVES ARE TO BE IN PLASTIC VALVE BOXES (1 PER BOX) WITH ONE CUBIC FOOT OF PEA GRAVEL UNDER EACH VALVE. CITY INSPECTOR MUST APPROVE MAINLINE PRESSURE TEST ( 4 HRS. @ 125 PSI), BEFORE BACKFILLING. 11. CONTRACTOR SHALL PROVIDE ONE EXTRA WIRE TO FURTHEs·r OF NEW VALVES TO BE INSTALLED BY THIS PU\N. 12. CONTRACTOR SHALL PROVIDE BALL VALVE IN PLASTIC BOX TO SEPARATE VALVE CLUSTER FROM MAINLINE. 13. LOCATE VALVE BOXES, ETC. IN SHRUB PLANTING AREAS WHERE POSSIBLE. 14, PLACE QUICK COUPLERS NEAR VALVES AND UPSTREAM FROM BALL VALVE. 15. CONTRACTOR SHALL PROVIDE LINE SIZE CHECK VALVE PER PLAN AND/OR AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. 16. LOCATE HEADS J" MIN. FROM CURBS AND WALKS AND 6" MIN. FROM BUILDINGS AND WALLS. 17. FLUSH ALL PIPE PRIOR TO INSTAUING HEADS. 18. CONTRACTOR SHALL ADJUST HEADS TO PROVIDE EVEN COVERAGE AND AVOID THROWING WATER ON BUILDINGS, WALLS AND PAVEMENT. 19. OBTAIN AN IRRIGATION COVERAGE APPROVAL FROM LANDSCAPE ARCMITECT PRIOR TO PLANTING, CONTACT LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF DESIRED INSPECTION TIME. 20. RISERS TO BE GREY PVC, NO WHITE PVC, Sl,RUB RISERS TO BE 18" ABOVE FINISH GRADE, BUBBLERS 6", 21. AT 30 AND AGAIN AT 90 DAYS AFTER COMPLETION OF Pl.ANTING, CONTRACTOR SHALL ADJUST CONTROLLER PROGRAMS TO WATER AT A MORE CONSERVATIVE RATE. 22. OWNER SHALL AGAIN ADJUST WATERJNG RATE DOWN ONE YEAR FROM COMPLETiON DATE. 23. lRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERJOD OF NINETY (90) DAYS OR UNTIL FINAL PLANTING ACCEPTANCE (WHICHEVER IS GREATER) AND WATER IS REQUIRED. 24. INSTALL POP-UPS WITHIN 10 FT. OF ALL PEDESTRIAN USES. 25. INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. 26. FINAL AS-BUILT MYLAR IRRIGATION PLANS WILL BE PROVIDED FOR CITY REVIEW, APPROVAL, AND CITY SIGNATURE PRIOR TO PLANNING DEPARTMENT SIGNING OF THE PERMIT CARD. IRONSMITH M4808 TREE GRATE TREE GRATE SUPPORT FRAME 1"x 1"x 1/4" EXPANSION JOINT PER MANUFACTURER'S SPECS. #4 ATTACHED REBAR ANCHOR LEG PEA GRAVEL 2" DEEP UNDER ALL TREE GRATES vfu:''";'"00 / N ... G) TREE GRATE <I <I <I . NEW PRIVATE RECLAIMED WATER METER WATFR PRFSSIJRF CAI r.111 ATIONS WATER METER NUMBER 1 '11Aft:"R ll~R SIZE 1. "YORAUL" GRADE UN• 550 iwnrn UM"[!? ELEVA ION 277 -LEVAT'"" nI 27• S"JIC PRESSU0 < /PSI\ 120 li'plnTF" ,,., ,~ ' R17 □rne= '"'" me 1.S- R.C.V. """NO lep,,\ 39 T'"'T/1.1 onu.No rrm, 39 R.C.V. r, "'ATION 275 STATI" PREC'<"l ll:1£ Al e rv. 118 SIZE nrSCRIPWlN PSI LOSS ?" I'"' 1 1 .n PSI 1· "'ATER MHER ' a' "cs, 1-1 /4" ... Al'l~l"T ow DR~NTC"[J . •.9 ne, 1/-1/2" MASTER CONT~'L VAi''° ' 2.3 OS, 1 -1 /J· " WI ' 90 PSJ 1' " 11'1 ll<S 12 I ,n OSI 1' 1nn FqT OF MAINLINE: 1vp£ Cl. ~p; 7 '·' PSJ N ,, FEET m-MA1h11 INE: 1 v1-11, ' , O<I 1-' "" enmo< ,,., "' ' " OSI 10% tATrnru usr I nss '" 3.9 OS, 10~ «TTINC. LOSS 11 3.9 PSI 0 " r.~,\l,.I/~, jj.Jfl(' Tl\,', """' " n PSJ om svsrr" p,rssucc LOSS ISIIM OF it THRU 1121 13 47.9 PSJ PR[C.:C::LJOC w-..... , .. nr-r">. AT )-jrAr\ " ,n C<:1 rnnl PRESSURE REOUIREO /SUM OF 13 ANO I \4\ 15 77.9 PSI STATIC wnrn pR[«URE (FROM .an, 16 118 PSI i;:,i;-51n1 IAl " 1 161 ' •n 1 oe, SET PRV OR MCV AT ff 15 PLU 10 PSI\ 1' .A:l.9 OS, 000SSURE ""'ST If omuIREO 15 .f\5 t 20 pe•I 19 NA PSI SHRUB PLANTING AREA CONCRETE MOW CURB #3 REBAR CONT. (LAP 12" @ SLICES) 1/2" RADIUS WIDE CONCRETE CURB NT& olympian 1/4"slots Olympian is available In round, square and rectangular configurations. Thi octagon version (below) II known as the Glendals. Olympian grates mdard 1161 opening sl!Bs: 36': 16' 42 U1ru 43': 16', 20', 24' 52': 16', 18', 20' 60 thru 96': 18', 26', 36' larger openlogs on request t ln<l~ales 36' tree opening at no extra cost Part I Shape Size M3602 • 36' M3603 • 36' M3604 • 36' M4202 • 42' M4203 • • 42' M4803 • 48' M4804 ■ 48' M4808 • 48' M4809 • 48' M6006t ■ 60' M6007 • . 60' M6015 • 60' M6016t ■ 60' M7201t • 72' M7202t • 72' M7203t • 72' M7204t ■ 72' M9613 • 96' M9615 ·• 96' M9622 • 96' M9624 • 96' M9626 11111 96x48' M9628 1111. 96x48' TftE GPA TES SHAU. llE H)NSMITH /IM4808 llwells 1/4 Sect No No No No Yes No No No No No No No No No Yes No Yes No No No No No Yes No Yes l\lo No No No No Yes No Yes No No No No No No Yes Yes Yes No No Yes No NTS I! .. ~ 81 ~ ..,; ~~i'lc, :1 ~11~ ~~~1 I] ig"'"i ~~~~-<). ·1 §fa I ~I "'~ ~ I! .. ~-"' ~ II ij~ i3 a, 0 "-1' d ~~ z ~ ~~ p.. {/) ~ 11. r-~ r N (fl w C) I-0-:: z w 0.. 0 -0 C'J 0 0-:: ~ 0.. C'J _J ...: c..'. Ol z a:: _j u -0 <( ...: ::-) l.J.. u 0 z 5 0 a:: (D 0-:: i~ w ::;;;; ~~ ~ ::;;;; X 0 u r---0 (/J 1J) -_J ,.,., <..:) 1--a:: <( 1J) w ...: z 0 o_ u 0-:: z 0 0 ci1 LL _j z <( u w C) LANDSCAPE PLANS: CONSTRUCTION DETAILS IRRIGATION LEGEND & NOTES MYLAR SET DATE 12-22-09 SHEET L-3 ~ CI1'Y OF CARLSBAD I SHEgETS I l----+--+----------------t--+--i---t-----1 u_j PIANNING DEPARTMENT 1----+--+----------------t--+--J---t----J "AS BUILT" RCE ___ EXP. ___ _ DATE REVIEWED BY: DATE INITIAL DATE INITIAL DATE INITIAL INSPECTOR DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL LANDSCAPE PLANS FOR: GENOPTIX BUILDING 2 2131 FARADAY AVE., CARLSBAD, CA APPROVED: PLANNING DWN BY: __ _ CHKD BY; __ _ RVWD BY: PROJECT NO. C809 17 44 l·l..•la DATE DRAWING NO. 465-6L , ' -, NORTH A.AN NOTES I I I INSTALL REPLACEMENT l' ACV PER LEGEND AND DETAIL .---1__:.;-'---\ REPLACE RAINBIRD 10 FT. NOZZLES AND RISERS I,'/ EQUIVALENT RAINBIRD 1800 SPRAY HEADS ON 12' PDP-UPS INSTALL REPLACEMENT 1• ACV PER LEGEND ~ DETAIL "I ... 11 ~ 8 sJ [;!" ~ .. ~iS ◄ ~"[2~ ,.~., I -------"l'!ffAl;~-IiJ. UPSTREAM LATERALS Itt CO~S"CTL..,.,..,-,.! I,'/ CRC IRRIGATION MAINTENANCE CONTRACTOR a <FORMALLY VALVE 7A PER DNA PLANS SIGNED 8-12-85. ~-t-:-::r.-::iREPLACE RB 1806 PDP-UPS/ 12 FT. SPRAY NOZZLES I,'/ NE\,' RAINBIRD 1806 PDP-UPS ~ EQUIVALENT NOZZLE. <FORMALLY VALVE 6A PER DNA PLANS SIGNED 8-12-85, :1 ~:,:~ Ou~ ~~"i ;, I I I --~ I I I I I -1/4 !2 ;r 1" ~ 1 d 1-112· \ I MASTER -----------------------------------~~t V~ALL-,,,-,,,-,,,-_,.._,:cl),_.!~-~-~-~-~-=-~-~-~-~~~---_-_-_-:2:-" --!------ i ,,,,.,,,,..,,,,..,,,. ----------r---...a.:i ... " ,-' AS 4A ~ 5A. INSTALL NE\,' BALL I ®INSTALL REPLACEMENT l' ACV PER LEGEND ~ DETAIL REPLACE RB 1806 POP-UPS/ 12 FT, SPRAY NOZZLES I,'/ -----NE\,' RAJNBIRD 1806 POP-UPS ~ EQUIVALENT NOZZLE. INSTALL REPLACEMENT 1' ACV PER LEGEND AND DETAIL REPLACE RAINBIRD 10 FT. NOZZLES AND RISERS I,'/ EQUIVALENT RAJNBJRD 1800 SPRAY HEADS ON 12' POP-UPS (FORMALLY VALVE 29A PER ONA PLANS SIGNED 8-12-85, ---~AU.:X: VALVE 22A PER ONA PLANS SIGNED 8-12-85, --------PRO ® INSTALL REPLACEMENT l' ACV PER LEGEND AND DETAIL --------PERry LINE REPLACE RB 1806 POP-UPS/ 12 FT. SPRAY NOZZLES I,'/ -------- ----------<FORMALLY VALVE 20A PER ONA PLANS SIGNED 8-12-85. PIPE BETl.'EEN METER AND BACKFLDI,' SHALL BE 'SCHEDULE K HARD COPPER' I CONTROL 7.4VALVE , ,,, ,,, ,,, DEMO 2 ACV'S FORMALLY KN□w'N ~ I ,,,,,, VALVE. Io (------------________ ------------~~:~-~-:~:--•-=~-==:~~==~~NE°iw'=R~A~INBIRD 1806 POP-UPS ~ EQUIVALENT NOZZLE. --------<)ITACH TO CURB AD~•~1"'1L---------- 70+50 FARADAY AVE. INSTALL 2' RECYLCED w'ATER IRRIGATION SERVICE <SEE CIVIL PLANS) \ ' 3/4\ I \ \ \\ \ \ REPLACE EXI TIN,G 1 \\ HEADS AND L NE 'JN \ c □NSULTATID vA c~c • MIANTENANCE DNfR,tT □R 3 4 3 4 1---TREE GRATE 3 4 \ \ \ ' \ ' 1~,;;;-,-----""""1,+--=-~c--1 I I LU I 0\ \ \-z I \ :J I '\ ' I:,-I \ I it_ \ \ \'A'. : Ill\ \ ·~ I i\ \ \"-: \111 1 I ch ~\ I I '\' I \ I I ~\ I I I DEMO 1 EXISTING' I \ I ~• VALVE FORMALLY \ I a;\ KN□w'N AS 9A. I \ \ <\ \ \ I U.1 \ I \ \ I i ' I ~ 3/4 I" 3/4 HEADS AND PIPE IN • e.:-±----' ' ' ' Ir"""'. ' REPLACE BALL VALVE ' /f7=-c-;:;.r"""'-..~','l,'°'., NEw' tBLl INSTALL 1' ACV ~ QC ~ --'') ~ PER LEGEND ~ DETAIL. I / I I I ,, -, .!. I 3/4 : @ REPLACE l • ACV AND BV ---------7 I I I I I I I I I L ______ _ -------I " r ----_ _ _ _ I \:1.V PER LEGEND ~ DETAIL. I ______ ,_ __ 1.:!/2 <FORMALLY VALVE IA) INSTALL REPLACEMENT BALL~ / ------@><f _____ 1,t/4 VALVE PER LEGEND & DETAIL ---~ A',c-,.;,._ :~~-~--~-~--'-~-~~-~-~--~-~~~~:3~4:,___ I I I I PRIVATE METER POINT OF CONNECTION -SHALL BE TO THE NEW 1" RECYCLED WATER METER W/ 2" SERVICE LINE AT THIS APPROXIMATE LOCATION. VERIFY THE LOCATION, SIZE, AND STATIC WATER PRESSURE AT THE MEIER PRIOR TO STARTING WORK. LANDSCAPE CONTRACTOR SHALL INSTALL ALL EQUIPMENT SHOWN DOWNSTREAM OF THE WATER MEIER AS SHOWN, SEE IRRIGATION LEGEND FOR MODELS AND SIZES. RECYCLED WATER SUPPLY H.G.L. P.O.C. ELEVATION STATIC WATER PRESSURE PRESSURE SETTING ON PRY ALL VALVE Rl7 RAINBIRD NOZZLES ADJACENT TO FRONT OF BUILDING AND \,'/IN 10 FT. OF PEDESTRIAN USE SHALL BE INSTALLED ON 6' POP-UPS. 550 FT 272 120 PSI 88 PSI • 3 4 ALL VALVE R3 RAINBIRD NOZZLES ADJACENT TD BUILDING SHALL BE INSTALLED ON 12' POP-UPS. EXISTING ONE STORY BUILDING ~-'l' fl DEMO ACV FORMALLY 7 ! KNOw'N AS 2A. 3/4 -1/4 I I I I I I I I I I I I I I I , , I , , I , I I! I i::: I /{ff : f!J J!( I I I I I I I I ~I -, ..!. I I I I I I , Cl I , , I , , I , , I , I /, Rl2 INSTALL REPLACEMENT 1' t.Jre~ ~~ .. I ~~~ "' ·1 s .. "' I ~~ "' "' ~ ~~ ~ ~~ :; . <O ~ Ii ~~ g 0 .. 'i' d ~~ z a ~~ >I< Ul g "' .. "- ~ K' N (/) w <.:) 1--□::: z w Q_ a -0 N 0 □::: ~ <{ Q_ N _J ~ Ol z Cl'. _J 0 -<( ~ 0 REPLACE EXISTING I \ ',, CONSULTATION I,' I CR \ Mt INTENANCE CON TRAC OR 11 \ \ ' I \ I \ \ I 30' coMMON 3/4 / ;;;,/.,o----,t-;-;r.-;;-JACV PER LGD. & DETAIL I ,· I' l REPLACE EXISTING PDP-UPS I I,' NE\,' 1806 POP-UPS t 1 -----& EQUIVALENT NOZZLE. :::> LI... 0 Oz _j □::: 0 Cl'. co <{ w ~2 0 20' \ ~ • AREA SETBACK \ ' \ \ i \ \ \ \ \ \ \ \ I \ \ 'I REPLACE EXISTI I I \ HEADS AND PIPE IN I \ I i CONSULTATION I,' c~c I \ MAINTENANCE CON RA~T~ \ 2, SIZE LINE THE S ME \ \ I AS EXISTING LINE i I I ' 1 \ I I -1 ': I I I I I ', I I I I I I I I 3/4 INSTALL REPLACEMENT !' ACV ~ QC PER LEGEND~ DETAIL, INSTALL NE\,' BV. ,------je---.c;.=----. IN S TALL NE I,' l' AC V, QC, INSTALL REPLACEMENT CONTROLLER IN SAME LOCATION AS OLD COt;TROLLER SD w'IRING CAN BE REUSED. l,'JRE TRACE ALL 1VALVES AND MAKE REPAIRS AS NECESSARY. 3 4 & BV PER LEGEND AND DETAIL, ALL VALVE RJ5 RAJNBIRD NOZZLES SHALL BE INSTALLED ON 12' RAJNBJRD 1800 SERIES POP-UP BODIES. 3/4 3/4 ~~~T~~L p~!t A~J~~. T~E~!l,'PE~A~~~;J~NS:EHi;\~~- INSTALL (2) REPLACEMENT l' ACV'S ~ r-l-'-r-1 <D QC PER LEGEND AND DETAIL. INSTALL NE\,' BALL VALVE. r-1-'-"r---< VALVE R8 -INSTALL NOZZLES ON 12' RAJNBJRD 1800 SERIES PDP-UP BODIES. I 3 4 " .,,..,,,...--1-1/2 ,.. 1 ,,., ----✓ ,,, I • I / I 3 4 I ,, ~-+-'.:.;;:...---1 / .._,_ DEMO GATE VALVE 1-1/21 __ ,,,,,, ----1 INSTALL 1' ACV ~ BV ®9 \ INSTALL REPLACEMENT 1' ACV PER / -.,, -r -,-,,, I NE\,' , , LEGEND AND DETAIL. REPLACE RB / '-,, I ,," I PER LEGEND & DETAIL 1 27 1 19 1806 PDP-UPS/ 12 FT. SPRAY N□Z'S ( ;(,-----m, , I ,.-" I I,'/ NEV RAJNBJRD 1806 POP-UPS ~ I '4ri;i==:;==1rr-,,, '-------_ --__ !,'_ ---__ [_ ____ ,,,-L _ ----_ ------__ r_ --_ _ _ _ __ J::1L2_~~~v~~~T-~~Z~E_:_ ___ --___ J 3/4. 3/4 '-.,--_..--,--,-___r,L------ I t --- / -----------...... --/ I '• t I INSTALL REPLACEMEITT-llA_I,._~ I / VALVE PER LEGEND ~ DETA1t- / , I I / / I t , ,' I I I ,, I a I , I I / / I I I t I I I I I I INSTALL REPLACEMENT BALL VALVE PER LEGEND & DETAIL I I I I INSTALL REPLACEMENT l' l.--1-±:::c ACV PER LGD, ~ DETAIL . REPLACE RB 10 FT. NOZZLES & RISERS I,' EQUIVALENT RB 1800 SPRAY HEADS ON 18' RISERS ATTACH TO NEARBY LATERALS /t,,.._,,_----:7 IN CONSULTATION I,'/ ON-SITE MAINTENANCE CONTRACTOR L ~~ 0 L <{ 0 X (D u r--0 {/J 1/) -_j "'1 0 I-Cl'. <( 1/) w <{ z 0 Q_ 0 □::: z 0 0 <{ LL {/J _J z <( u w <.:) LANDSCAPE PLANS: IRRIGATION PLAN MYLAR SET DATE 12-22-09 SHEET ru--,o,-_____ , ATTACH TO UPSTR M INSTALL BACK OF BED NOZZLES ON 12' ATTACH TD NEARBY LATERAL IN CONSULTATION I,'/ ON-SITE MAINTENANCE CONTRACTOR o· """="''-""""""'""""iii.iiiiiiiiiii~E!"""".""""":':"""l 20' 40' 80' GRAPHIC SCALE: 1 "=20' LATERALS IN CONS LTATION I,'/ CRC IRRIGATION MAINTENANCE CONTRACTOR EXISTING R.O.W. IRRIGA TON NOTE ADJACENT LOT RECYCLED WATER USE RECYCLED w'ATER IS BEING USED ON ALL THREE LOTS BORDERING THE SUBJECT PROPERTY. "AS BUILT" L-4 1-----+----+-------------+--+--il-----+--t I SH4EET I CITY OF CARLSBAD I SHEgETS I PLANNING DEPARTMENT ::=:='-'===========--====: LANDSCAPE PL.ANS FOR: GENOPTIX BUILDING 2 2131 FARADAY AVE., CARLSBAD, CA 1) FOR IRRIGATION LEGEND AND NOTES SEE SHEET L-3. EXISTING CRC MASTER ASSOCIATION JRRJGATI □N IS PROPOSED TD BE PARTJALLLY RECONFIGURED BY THIS PLAN. DURING THE CONSTURCTI □N PROCESS EXISTING COMMON AREA JRJGATION MUST CONTINUOUSLY SUPPLY IRRIGATION TO ALL TREES AND TURF IN THE COMMON AREA. CONTACT NE\,' 1,'AY COMMON AREA MAINTENANCE FOREMAN ROBERTO JUAREZ AT 619-247-1599 \,'HEN ANY PROPOSED w'ORK AFFECTING THE COMMON AREA IRRIGATION SYSTEMS l,'JLL OCCUR. ALL \,'ORK TD THE COMMON AREA IRRIGATION SYSTEMS MUST BE DONE IN CONJUNCTION w'JTH NE\,' w'AY, APPROVED FOR PLANTING AND /RR/GA TION ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREAS. RCE___ EXP. ___ _ DATE I APPROVED: 11--:ff Gt--~1-~ir l·t.·lo 2) FOR IRRIGATION DETAILS SEE SHEET L -5. 3) FOR IRRIGATION SPECIFICATIONS SEE SHEET L-6. REVIEWED BY: INSPECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INIT,\L DATE INITIAL CHKD BY: CB09 17 44 465-6L OTHER APPROVAL CITY APPROVAL RVWD BY: , " r ,-----FINISHED GRADE IN TURF AREAS ,----10" PURPLE PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "QCV" ONTO LID. J'J•~ . ~ ~ FINISHED GRADE IN SHRUB AREAS . m1_11Jl -1 IR(J I ---II'----QUICK COUPLER VALVE -SEE LEGEND l;.,1-~--11----STAINLESS STEEL Cl.AMP ,,,--BRICK SUPPORTS 'S!=r-'°-'£-Rf"Ss''-""""-t.~--DURA PRE-ASSEMBLED SWING JOINT WITH ONE PIECE BRASS MIPT NIPPLE MOD. # 1-A1912 1-------#4 x 36" REBAR STAKES, 2 REQUIRED ~-------LANDSCAPE FABRIC ~---------3/4" ROCK, 1 CUBIC FT. SECTlON VIEW N T S NOTE: 1. USE TEFLON TAPE ON ALL THREADED FITTINGS n'PICAL. 2. QUICK COUPLER VALVES USED FOR RECYCLED WATER SHALL BE OF A n'PE APPROVED FOR RECYCLED WATER USE. E QUICK COUPLER F""""'""l';iUL _""':'_ 11,r:::;;.;;;::::::::::1----© INSIOC FRONT C□VER INSIDE C□NNECTI□N 2 If:~~ ilJli 't ._-::._7_·:.~ .. ~: :fr_ I 9 CD MODUlAR HYBRID CONTROLLER RAIN BIRD ESP-LX MODUlAR INSIDE WALL MOUNT. ® 1.5 INCH PVC SCH 40 CONDUIT AND FITTINGS. @ WIRES TO REMOTE CONTROL VALVES. © 1 INCH PVC SCH 40 CONDUIT TO POWER SUPPLY. @ 20-STATION CONTROLLER @ WIRES TO REMOTE CONTROL VALVES. J -WALL MOUNT CONTROLLER • a: 0 ~ I ;.,, • N • N ..... N- [n Order to Co~scrve Wator .. RECYCLED WATER IN USE DO NOT DRINK . W-.S" tlANDS MTC~ <lltfr.-0!~(; "''''51' s~~ r-V,NOS PE&"V<5 1,1' lJ5AA 4?1 lYP. ........-:: / CMWD APPROVED ALUMINUM SIGN LOCATE PER RECYCLED WATER KEY MAP ON TITLE SHEET INSTALL W/ r STAINLESS STEEL VANDAL-PROOF BOLTS AT 2 LOCATIONS -LENGTH />S REQ'D. USE 3/ 4'" DIA. WASHER TO PROTECT SIGN. 2-¾" GALVANIZED STEEL ROUND FENCE POST W/ END CAP. DRILL TO ACCEPT HARDWARE. FIN. GRADE CONG. FOOTING NOTE: 1) USE ONLY CMWD APPROVED SIGN. RECYCLED WATER SIGN _J FINISHED GRADE IN TURF AREAS 10" PLASTIC ROUND VALVE BOX WITH BOLT DOWN ~ COVER, USE STAINLESS BOLT NUT AND WASHER. -I ' HEAT BRAND ""GV" ONTO LID. ~\~]l.l;ij~,j[~j,!.~ c:=~t:=:'.:ll~;c~=g•---FINISHED GRADE IN SHRUB AREAS ~Jf!,.'JT, 4• '="!=!" BALL VALVE WITH UNIONS (SxS) Wn,L~i ~i</ \ii sEE LEGEND MIN l=l•I= '--------SCH 80 PVC T.O.E. SECTION VIEW -N.T $. NIPPLE. 6" LONG D BALL VALVE -------LOW VOLTAGE WIRES, 3 MAXIMUM ----OUTER CASE OF CONNECTOR STRIP AND TWIST WIRES FOR PROPER CONNECTION CRIMP COPPER SLEEVE INSTALLED WITH RECOMMENDED TOOL CONNECTOR INSERT --------------' NOTE: FILL OUTER CASE WITH SEALER PRIDR TO FINAL ASSEMBLY. I-WIRE CONNECTION 10 11 ® Q) "llJTTTmm ~ m !JT=-m, CC'· ® 3 M POP-UP CD BUBBLER HEAD IN POP-UP POSITION ® POP-UP BODY, @ lATERAL UNE. © 1 SCH. 80 PVC NIPPLE. @ PVC TEE OR PVC ELL @ SCH 6D DOUBLE/TRI SWING ASSEMBLY. (J) 1 ". 2' MAX. FROM FIXED IMPROVEMENTS (CURBS. WALKS, ETC.). @ SEE PIPE INSTALlATION DETAIL G) 6" POP-UP. @) SJREAM BUBBLER HEAD. @ ADAPTOR. BUBBLER ,--------------FINISH GRADE ,---------R/P DEVICE SEE LEGEND FOR SPECIFICATION ,------------ : FLOWc=> I I I I I I I 1 12' MIN, .------BRASS BALL VALVE n'P. -----, BRASS NIPPLES MIN. 4" n'P. I j I BRASS ELL, 4 REQUIRED i•----BACKFLOW ENCLOSURE IF SPECIFIED /, PRESSURE REGULATOR OR WYE 1 STRAJNER IF SPECIFIED, SEE LEGEND J-----BRASS UNION, 2 REQUIRED ts~t.-~~i-~-• !!~ BRASS RISERS LENGTH AS REQ. .c'Ni'l'TT • 1±i:f 018' ·-, ._, ,.-.c;i;::'...:[]:::..:11=1 'lilc C'.J:m:r=l-...--PVC MAJNLINE TO MASTER VALVE '----SCH 80 PVC FEMALE ADAPTER ~---SCH 80 PVC NIPPLE 6" MIN. ~--------CONCRETE SLAB, SEE BELOW '---------------COPPER MAINllNE FROM WATER METER NOTE: IF WYE STRAINER OR PRESSURE REGULATOR IS SPECIFIED, INSTALL ON EITHER THE HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS. CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPEOFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. INSTALL AS PER C.M.W.D. STANDARD DETAIL DRAWING #W-20. C BACKFLOW ASSEMBLY ------FINISH GRAOE H CLEAN COMPACTED BACKFILL LATERAL LINES, SEE SPECS. 2 I.AYERS or WARNING TAPE DIMENSION A B C 1/2" TO 2-1/2" IN SIZE 18" 12• 4• 3" TO 6" IN SIZE 24" X 4• SECTION VIEW -N.T.S. NOTE: WARNING TAPE SHALL RUN CONTINUOUSLY ALONG ROUTE or MAINLINE. ONE SHALL 6E ON TOP OF THE PIPE AND ONE 12" ABOVE THE MAINLINE. PIPE INSTALLATION STREET SURFACE POTABLE SERVICE LINE (SEE IMPROVEMENT DRAWINGS) I 3.5 FEET 12" MINIMUM REQUIRED VERTICAL SEPARATION RECLAIMED WATER IRRIGATION MAINLINE W/ SLEEVE -----Cg NOTE: ALL RECLAIMED WATER IRRIGATION PIPING AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS FOR CONSTRUCTION OF RECIJ\IMED WATER MAINS", OCTOBER, 1993. L POTABLE MAINLINE CROSSING FAD,__(-+-1 --i) 0.6. \-,1'--=-,,,-.i<. I NOTE, ANG.LE Rl&ER i-lALFWA '!" 6ETWl:EN VERTICAL I FERFENDICULAR TO 5LOFE ' 1~--IRRIGATICN HEAD FER LEGEND I : 3 ~-12! VIT SPRIOOER TIE5 I '4 REBAR ,,...._314' 5Cl-4 UJ FYC Rl&ERILENGTH Ae REGIUIREDJ ,,--12! 314' ~ru 5 6ei FYC STR'T ELL/MIPTxFIFTJ ,,--5Cl-4 40 FYC TEI: /5xexFIFTJ _.,---FYC LATERAL LINE B SPRINKLER ON SLEEVES UNDER ROADS: 1) 6" OR LESS IN DIAMETER -36" COYER 2) GREATER THAN 6" IN DIAMETER -48" COYER 3) SCHEDULE 80 PVC SLEEVES UNDER PAVING (NON-ROADS): 1) LESS THAN 3'" IN DIAMETER = 18" COVER 2) 3" -5 1/2" IN DIAMETER -24" COVER 3) 3" OR GREATER IN DIAMETER -36" COYER 3) SCHEDULE 4-0 PVC RISER PAYING SAND BACKFILL COMPACTED TO THE DENSITY or EXISTING SOIL LATERAL LINES IN PVC SLEEVE, SEE LEGEND CONTROL WIRES IN PVC SLEEVE, SEE LEGEND UNDISTURBED SOIL PRESSURE MAINLINE IN PVC SLEEVE, SEE LEGEND PVC SLEEVES TO BE TWICE THE DIAMETER or THE PIPE OR WIRE BUNDLE CARRIED. DETAIL ALSO FDR PIPE INSTALLED IN ROCK SOIL G-SLEEVE INSTALLATION METER BOX W/ METER SIDEWALK---------I CURB ---------~---!'---'---24" -----, APPROX. 8" 12" MIN. POTABLE SERVICE LINE -10' MINIMUM TO POTABLE MAINLINE IN STREET ' ---I~ RECYCLED WATER IRRIGATION MAINLINE W/ SLEEVE NOTE: VERTICAL CLEARANCE OF 12" MINIUMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALIJ\TION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. K POTABLE SERVICE LINE CROSSING ~--------INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TlJRF AREAS 1~-----POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION IIMIIU.W NOTE: /2" ' L_\Tr:_i_J.ltr---u-y 111L,c=~-1 "- I !.:....::..:_j ; :---~-! J:::: r1u 1rn 111rn1 ~--- =,11=11,=1 INSTALL SPRINKLER HEAD 1/2" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVERS AREAS UNDISTURBED SOIL PRE-ASSEMBLED TRIPLE SWING JOINT, PVC T)'PE, WITH 0-RINGED JOINTS, MIPT INLET AND MIPT OUTLET LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET SCH 80 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE LATERAL LINE, SEE SPECIFICATIONS FOR T)'PE AND DEPTH REQUIRED INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. A POP-UP SPRINKLER ~-----FINISH GRADE IN TURF AREAS FEMALE ADAP. SCH. 80 PVC PLASTIC RECTANGULAR VALVE PURPLE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. FINISHED GRADE IN SHRUB AREAS --J:f'i'.7fl"'3n=-!I:::::--\\----VALVE ID TAG -',,\\----PVC THO. ELL SCH 80 PVC L...---'I='"f--1.1----CONTROLVALVE • iffflf: -i,~, lk----SCH 80 PVC NIPPLE TYF». fl.;~~-BRICK SUPPORTS, 4 REQUIRED SCH. 80 UNION---~ F □---IRRIGATION MAINLINE SECTION VIEW -N,T S 3/4" CRUSHED GRAVEL TWO CUBIC FEET LANDSCAPE FABRIC CONTROL VALVE ~1 ... ~ I· ~ 8J ~1~~ ~ "~ :1 ~ul~ '-el A~ ~~ .,~~! ~i ~~>-I ~~~ '-'• ·1 ~ .. "' I ~~ r,J QI ~ -~ 1~ ◄~ ~· ,0 -~a i~ ~ '" 0 .. 1 0 j~ ~~ z a ~~ 0. rll 0 il" "' .. ~ IC N (/) w ('.) I-O'.: z w Q_ 0 -0 N 0 O'.: ~ <( Q_ N _J O") z ._.: (Y _J (.) -0 <( <( :J u.. u 0 z <i! 0 (Y m O'.: ~ 0 (.) w ~ u.. 2 _J . 2 _J <( 0 <( (.) X oS 0 u " (/) ll1 0 -_J "1 () I-(Y <( ll1 w <( z 0 Q_ (.) O'.: z 0 0 <( I.,_ (/J _J z <( w u ('.) LANDSCAPE PLANS: IRRIGATION DETAILS MYLAR SET DATE 12-22-09 SHEET L-5 i----+----+--------------1----1----1---1----1 I sH5EET I CITY OF CARLSBAD I SHEgETS I ~=='--'====P:::LA:::::::::NN::::l:::N:::G::::D:::E:::P:::::A::::RT::::M::::E:::N::::T==:::::.-'====: LANDSCAPE PLANS FOR: "AS BUILT" GENOPTIX BUILDING 2 2131 FARADAY AVE., CARLSBAD, CA APPROVED FOR PLANTING AND /RR/GA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE ___ EXP. ___ _ DATE I APPROVED: ,1--e L c,. ~1-.Jt-1-ui·lsD REVIEWED BY: INSPECTOR DATE DATE INITAL ENGINEER OF WORK REVISION DESCRIPTION PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITAL DATE INITIAL CHKD BY: OTHER APPROVAL CllY APPROVAL RVWD BY: CB09 17 44 465-6L \ ·' ;-' ;,, -,-~-:!W:.. .;.,~~: ___ i ' I ' I ,, ' r ~- : ~ SECTION 02221 LANDSCAPE TRENCHING, BACKFILLING AND COMPACTING (C.M.W.D. RECLAIMED WATER SPECIFICATIONS TAKE PRECEDENCE) PART 1-GENERAL 1.1 DESCRIPTION A. Work included: Irrigation system shown on drawings and specified herein complete, in place, tested, approved, including but not necessarity limited to: 1. Connection of system to existing water supply 2. Review of utility plans showing other underground utilities 3. Trenching and backfilling 4. Drip or spray irrigation system 5. Automatic controller and remote control valves 6. Incidental work not shown or specified which can reasonably be inferred as part of, or as necessary to provide a complete and operable system. B. Related work: Documents affecting work of this Section include, but are not necessarily limited to, General Conditions and other Sections of these Specifications. 1.2 Permits, Fees, and Codes A. Obtain all permits and pay required fees to any governmental agency having jurisdiction. on completion of work, present satisfactory evidence to Landscape Architect that work is in accordance with ordinance and code requirements. Arrange for inspections required by local ordinance during construction. B. Conform with applicable codes, standards, laws and regulations. Nothing in these drawings or specifications shall be construed to permit non-conforming work. If construction documents or specifications conflict with agency regulations, notify Landscape Archtect, and await instructions before proceeding with affected work. 1.3 QUALil'/ ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in necessary crafts and who are completely familiar with specified requirements and methods needed for proper performance of work. B. Use equipment adequate is size, capacity and number; to accomplish work in a timely manner. C. All materials shall be new, and in near perfect condition. The decision of the Architect is final in determination of quality of materials, equipment, and workmanship, 1.4 SAFEl'/ ORDERS Maintain warning signs, barriers and shoring as required by local ordinance or other governmental agency. 1.5 Existing Conditions A. Acquaint self with all site conditions. Should utilities not shown on plans be found during excavations, promptly notify Landscape Architect fo instructions for further action. Failure to do so will make contractor liable for any and all damage thereto arising from operations, subsequent to discovery of such utilities not shown on drqwings. 8. Make minor adjustments to sprinkler system layout as may be required, and work around existing comstruction at no increase in cost to Owner. 1.6 Delivery, Storage, and Handling Protect work and materials from damage during construction and storage. PVC pipe and fittings shall be especially protected from direct sunlight. 1.7 Substitutions No deviations from specified equipment or installation pt=ocedures shall be allowed without written approval of Landscape Architect and City Inspector. 1.8 Submittals A. Record Drawings: Prepare on blueline print showing deviations from bid documents made during construction affecting mainline pipe, controller locations, valves, and sprinkler heads. REcord drawings shall be delivered to Landscape Architect before final acceptance. Demension all items from permanent objects to the nearest 1 foot. B. Submit for review a list of all irrigation equipment to be used, manufacturer; brochures, maintenance manuals, warrantees, and operation instructions prior to start of work. 1.9 Guarantee A. Guarantee all work for one year from acceptance date against defects in material, equipment, and workmanship. Guarantee shall cover damage repair to any part of premises resulting from leaks or defects in material, equipment, and/or workmanship to the satisfaction of Landscape Architect. B. Promptly make repairs upon notification by Landscape Architect, and at no cost to Owner. PART 2 -PRODUCTS 2. 1 PIPE A. Plastic pipe: 1. Use poly vinyl chloride (PVC) type 1120-1220 pipe unless otherwise indicated on plans. All mainlines shall be sch. 40 PVC for lines 1-1/2" or smaller, class 315 for sizes 2" and larger. Lateral lines to be class 315 PVC for 1/2" size, class 200 for larger sizes, sleeving to be sch. 40 beneath pedestrian paving, sch. 80 beneath vehicular paving. 2. Fittings: Use schedule 40 PVC fittings except where otherwise shown in details. 3. Solvent Cement: As recommended by pipe manufacturer and of proper consistency. Mainline cement shall be a two step (primer) process. 2.2 RISERS A. Pop-up heads: Use schedule 80 PVC nipples with street ell swing joints per details. B. Riser Heads: Use grey schedule 80 PVC nipples with swing joints below grade per details. Measure riser height from finish grade to top of riser. Riser diameter shall be 1/2" diameter except where head inlet is larger in which case, riser will match inlet size, unless otherwise noted on drawings. C. Slope heads: Stake risers of impact and gear driven rotor heads on slopes with number 6 steel reinforcing bar, secure with min. (2) adjustable stainless steel geared clamp. I D. Drip Emitter Risers: Use grey schedule 80 PVC nipples per details. 2.3 SPRINKLER HEADS A. Provide sprinkler heads shown on Irrigation Legend. B. Reclaimed water systems: Heads shall be specifically made for reclaimed water application with purple color coding and integral check valve. 2.4 VALVES A. Ball valves: Provide 150 psi rated valve (line size) where shown on Drawings. B. Quick coupler valves: Provide per Drawings and deliver to Owner when applicable: a. Two keys for locked top; b. Two coupler; c. Two hose swivels. C. Automatic and manual control valves: Provide per legend and details on Drawings. 2.5 NOT USED (Drip Irrigation) 2.6 BACKFLOW PREVENTER A. Provide backflow preventers shown on legend and install per details on Drawings and per manufacuturers instructions. B. Incorporate pressure regulator and filter device in assembly per details and drawings. 2.7 AUTOMATIC CONTROLLER A. Provide controller shown on legend on Drawings. Provide all mounting equipment and hardware required for pedestal or wall mounting indicated. B. Control wires: 24 volt solid wire U.L. approved for direct burial in ground. Black #14 UF direct lead and white #12 UF common ground, unless otherwise noted on plans. 2.8 OTHER MATERIALS A. Purple plastic valve boxes: Provide plastic valve boxes with lids for ball & quick coupler valves (round) and automatic control valves (2 per box maximum). Place gravel per irrigation notes and irrigation details. Use purple lids for reclaimed water. B. Check valves: Provide spring in-line check valves (line size) per plan and as required to prevent low head drainage. c. Reclaimed Water Systems: Provide site and controller signage as indicated on drawings. D. Backfill: Local soil, clean, free of rubbish and rocks over 2 inches diameter. E. Provide other materials not specifically described but required for a complete and proper installation as selected by contractor subject to approval of Landscape Architect. PART 3 • EXECUTION 3.1 SURFACE CONDITIONS A. Verify finish grades and surface drainage with Landscape Architect prior to work. B, Examine areas and conditions under which work will be performed. Correct conditions detrimental to timely, proper completion of work. Do not proceed until unsatisfactory conditions are corrected. 3.2 FIELD MEASUREMENTS A. Make necessary measurements in field, ensure precise fit of items in accordance with design. 3.3 LAYOUT A. Layout work as accurately as possible to Drawings. Drawings, though carefully drawn, are generally diagrammatic to extent that swing joints, offsets and all fittings are not shown. Site conditions will not always permit locating piping, valves and heads where shown. This situation shall be brought to immeadiate attention of Landscape Architect and relocation determined in joint conference. Contractor will be held responsible for relocating any items without first obtaining Landscape Architect's approval and shall remove and relocate such items at his own expense if so directed by Landscape Architect. B. Where piping is shown on Drawings to be under paved areas but running parallel and adjacent to planting areas, the intention is to install piping in planted area. C. Minor changes in equipment location from location shown on Drawings shall be made as directed by Landscape Architect at no additional cost to Owner providing such change is ordered before comencement of work, or work directly connected, and no additional materials are required. 3.4 EXCAVATING AND TRENCHING A. Perform all excavations as required for installation of Work included under this section, including shoring of earth banks to prevent cave-ins. Restore all surfaces, existing underground installations, etc., damaged of cut as a result of excavations to original condition and in manner approved by Landscape Architect at no additional cost to the Owner. B. Trenches shall be made wide enough to allow a minimum of 4" between parallel pipe lines and shall be of sufficient depths to provide the minimum cover from finish grade as follows: 1. 18" minimum cover over main lines to remote control valves, 2. 12" minimum cover over lateral lines to heads, 3. 36" minimum cover under paved drives, parking areas or roads. 4. Polyethylene tubing -3 inches C. Excavate for landscape systems by trenching, with sides as nearly vertical as possible. Accurately grade the bottom to provide uniform bearing for the line. D. Short sections of a trench may be tunneled if, in Landscape Architect·s opinion, lines can be installed safely and backfill can be compacted properly into such tunnel. E. Remove boulders and other interfering objects, backfill voids remaining after removal of objects. F. Protection of Per;ons and Property: 1. Barricade and operate warning lights from dusk to dawn at open holes, trenches, and depressions occurring as part of work on property adjacent to or within public aocess. 2. Protect structures, utilities, sidewalk pavement, and other facilities from damage caused by settlement, lateral movement, washout, and other hazards created by work. 3. Do not trench under drip lines of existing trees. G. Do not backfill trenches until required pressure and leakage tests have been performed, and until systems as installed conform to requirements specified in pertinent Sections of Specifications. H. Prior to backfilling, remove all sheeting or shoring. I. Backfill for all trenches and excavations shall be compacted to 90% density. J. Backfill to level of adjacent elevations, allowing for settling and compaction. 3.5 INSTALLATION OF PIPING A. Piping under pavement: 1. Sleeve piping under paved areas as indicated on Drawings. Extend sleeving 12" under beyond edge of paving, curbs, walls, etc. B. Inspection of materials: Carefully inspect pipe and fitting before installation, removing all dirt, scale and burrs, reaming as required. Install pipe with markings up for visual inspection. c. Plastic (PVC) pipe: 1. Exercise care in handling, loading, unloading and storing plastic pipe and fittings: a. Store under cover from direct sunlight until ready to install, b. Transport only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. 2. Repair dented and damaged pipe by cutting out and discarding dented or damaged sections, rejoining with a coupling. 3. In joining, use only specified solvent, make joints in accordance with manufacturer's recommendations. Pipe and fittings shall be thoroughly cleaned of dirt, dust, moisture before applying solvent. Clean off excess solvent. Allow solvent welds at least 15 minutes set-up time before moving or handling and 24 hours curing time before filling with water. 4. Snake lines from side to side in trench to allow for expansion and contraction. 5. For plastic to metal connections: a. Work steel connections first, b. Use a non-hardening pipe dope on threaded plastic to steel connections, c. Use only a light wrench pressure. d. Use Joint compound on galvanized iron fittings. D. Plug or cap all openings upon line installation to prevent the entrance of materials that would obstruct pipe. Leave in place until removal is necessa,y for completion of installation. E. Thoroughly flush all lines, perform hydrostatic testing in accordance with paragraph below. 3.6 INSTALLATION OF EQUIPMENT A. Pop-up spray heads: 1. Install Pop-ups within 10 feet of all pedestrian use areas. 2. Install in accordance with details and with manufacturer's recommedations as approved by Landscape Architect. 3. Locate pop-up 3" from pedestrian paving, 12" from automobile traffic without curbs, 6" from auto traffic with curbs and 6" from all building and wall footings unless noted otherwise. Set heads flush to grade elevation. 4. Upon testing completion, complete assembly, adjust sprinkler heads for proper distribution. B. Riser heads: 1. Install in planting areas where indicated on Drawings. 2. Locate shrub heads 10 feet from pedestrian use areas, 12" from automobile traffic without curbs, 6" from automobile traffic with curbs and 6" from all building and wall footings unless noted otherwise. Set shrub heads eighteen (18") inches above finish grade unless noted otherwise. (See details.) Pop-up heads shall be used within 10' of any pedestrian use. 3. Upon completion of testing, contractor shall complete assembly and adjust sprinkler heads for proper distribution. C. Valves: Install ball valves and quick coupler valves per drawings. D. Control valves: Install where shown on Drawings, locating in cluster; in planting areas where practical. Place no closer than 12" and parallel to walk edges, buildings and walls. House in valve boxes with tops set flush to grade. E. Not Used (Drip Irrigation) F. Backflow preventer: Install where indicated on Drawings and in accordance with all pertinent codes, regulations, and manufacturer's recommendations as approved by Landscape Architect. G. Automatic controller: 1. Install controller as shown on Drawings, unless otherwise directed by Landscape Architect. 2. Connect remote control valves to controller in sequence corresponding to sequence indicated on Drawings. Where two or more valves have same number, wire them together at controller. Do not group lawn and shrub heads on same station. 3. Electrical supply to point of connection shall be by others. Contractor shall provide "hard wire" splice into existing junction box near controller location. H. Automatic control wiring: 1. Install control wires, irrigation mains and laterals in common trenches wherever possible. 2. Install control wires at least 18" below finish grade and lay to side of mainline where possible. Wires shall be a minimum of 1" from any pipe or fitting except at terminal points. Provide looped slack at valves and snake wires in trench to allow for contraction of wire. Tie wire in bundles at 10' intervals with plastic electrical tape. 3. Wire splices will be allowed only on runs more than 500 feet. Crimp wires together with approved wire connector and seal connection. 4. Provide separate sleeving from irrigation lines for control wires beneath pavement, etc. 5. Wires shall be placed in grey schedule 80 PVC electrical sleeve from 18" below grade to controller at controller location. APPROVED FOR PLANTING ANO !RR/GA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE___ EXP. ___ _ REVIEWED BY: DATE DATE INITIAL INSPECTOR DATE ENGINEER OF WORK 3.7 TESTING AND INSPECTION A. Do not allow or cause any of work of this Section to be covered up or enclosed until it has been inspected, tested; approved by Landscape Architect and City Inspector. Request presence of Landscape Architect at least twenty-four (24) hours in advance of testing. B. Flushing of pipe: Before backfil1ing mainline, with control valves placed but before lateral lines are connected, completely flush and test mainline. 1. Repair leaks. 2. Flush out each section of lateral pipe before sprinkler heads are attached. c. Testing: 1. Make necessary provisions to thoroughly bleed line of air and debris. 2. After valves have been installed, when welded plastic Joints have cured for at least 24 hour;, test main water lines for leaks at pressure of 125 psi for period of four hours, with couplings exposed and pipe sections centerloaded with sufficient amount of backfill to prevent arching or slipping under pressure. Lateral lines shall be tested, with riser; capped, for two hour; under normal static pressure. 3. Provide required testing equipment and personnel. 4. Repair leaks, retest until acceptance by Landscape Architect and City Inspector. D. Final inspection: Clean, adjust, balance all systems. Verify: 1. Heads are properly adjusted for radius and arc of coverage; 2. Installed system is workable, clean, efficient. 3. Reclaimed water systems: Provide cross connection, coverage, and other testing required by helath department or water district (see Reclaimed Water Notes, Sheet T-1). 3.8 Reclaimed water signage Install as shown on drawings or as required by health department or water district. 3.9 INSTRUCTIONS A. Attach typewritten legend inside each controller door, stating areas covered by each valve. 8. After system has been completed, inspected, and approved instruct Owner or his maintenance personnel in operation and maintenance of system. 3.10 MAINTENANCE Maintain system for period indicated in Irrigation Notes, or length of planting maintenance period, whichever is greater. 3.11 AS-BUILT IRRIGATION DRAWINGS As-built irrigation plans for all projects (bonded and non-bonded, puclic and private) are required to be sumbitted. Submittal of as-built plans shall be as requried by the Engineering and Planning Departments. The final plans shall be prepared by the landscape architect from dimensions provided by the contractor. The final as-built plans shall be drafted clearly to the satisfaction of the City, and the original mylar; shall be submitted to the City for their keeping. Final as-built plans will be approved and signed by the City prior to Planning Department signing the permit card. END OF SECTION PROVIDE EROSION CONTROL/SLOPE REVEGETATION PER Cll'/ OF CARLSBAD LANDSCAPE MANUAL, APPENDIX H, AS FOLLOWS: 24. Slopes over 8' in vertical height have: a) standard #1 -cover crop/jute mesh (100% coverage) b) standard #2 -ground cover, minimum flatted size (100% coverage) c) standard #3 -low spreading shrubs from minimum 2 3/4" liners (70% coverage) d) standard #4 -trees and large shrubs from minimum 1 gallon (1/200 square feet) 25. Slopes between 4' and 8' in vertical height have standard #1, #2, #3 above. 26. Slopes 3' or less in vertical height and adjacent to public walks or streets have standard #1. ~i ~ .. 8 8j il!I ~, Ou~~ :'..~"ij "'~~ ~f rg~>-1 ij] ~~~ '-'• ·1 §~ I ~~ "'O> ~ i! .. '< I ,0 - ~~ ~~ :g .,. 0 ~~ .. ? d ~ ra z a "~ p., (/) 0 "' "' a. ,,. ~ ~ N (J) w (.9 f- Cr'. z w 0.. 0 -0 C\I 0 er: ~ <( 0.. C\I _J 0, z ~ -(l'.: _j (.) ::::> 0 <( 0 <( Li. (.) z _J 0 (l'.: m <( Cr'. I 2 u w 2 _J 0 2 ;i <) X <( 0 rn (.) " (/] LO 0 -_J I") <) I-(l'.: <( LO w <( z 0 0.... u Cr'. z 0 0 <( LL (/] _j z <( w (.) (.9 LANDSCAPE PLANS: IRRIGATION DETAILS MYLAR SET DATE 12-22-09 SHEET L-6 CITY OF CARLSBAD I SHEgETS I Pl.ANNING DEPARTMENT ==========='-'===: LANDSCAPE PLANS FOR: GENOPTIX BUILDING 2 2131 FARADAY AVE., CARLSBAD, CA I APPROVED: rt,iJ 4--~I ~ , .i... '" PLANNING DATE REVISION DESCRIPTION OWN BY: PRO JECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKO SY: OTHER APPROVAL Cl1Y APPROVAL RVWO SY: C809 17 44 465-6L ... c ,, ~ \:J\ '• ~ ~ 1--~ !~ 'f PLANTING NOTES 1. THE PIANTING PIAN IS DIAGRAMMATIC AND SHALL BE USED AS A GUIDE FOR SETTING OUT PIANTS. PRIOR TO PIANTING, CONTACT IANDSCAPE ARCHITECT ---------·--------------.. p (L.A.), TO APPROVE ALL LOCATIONS AND DIRECT ADJUSTMENTS. 2. PIANT MATERIALS SHALL CONFORM TO NURSERYMAN'S STANDARDS FOR SIZE AND HEALTH. ALL PIANTS ARE SUBJECT TO REJECTION BY THE L.A. IF " SUBSTANDARD IN SIZE, QUALITY, OR HEALTH. ~ , , ''./f.:::::. 3. PIANT COUNTS ARE PROVIDED FOR CONVENIENCE. CONTRACTOR IS ,;pj • ,/, ·• •. • ;;- RESPONSIBLE FOR ALL PLANTS SHOWN ON Pl.ANS. \, 1_,.. "' ,~ ·:. •• •• •• • 4. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PIANTING AREA \ ,,,J • / • J.. ·. ·. ·' SOIL SHALL BE PROPERLY MOIST PRIOR TO PIANTING. 1 '-'I,, '1 •' · • • • • • •' 5. CONTRACTOR SHALL MAINTAIN A MIN. 2% DRAINAGE AWAY FROM ALL \' \ ' , •• • i •. •. •. •. BUILDINGS. FINISH GRADES SHALL BE SMOOTHED TO ELIMINATE STANDING "7 ':,, \./:: ::•:::::::: WATER, PROPER DRAINAGE MUST BE MAINTAINED DURJNG ENTIRE lJ_r 1,,__..J' ,/.j ,';· J•, •. •. • z CONSTRUCTION PROCESS. I. -(~rj· )·: ·: \.2 6. CONTRACTOR SHALL COMPLETELY CONTAIN ALL EROSION USING ,, • •. • .r. ·I·.·.~ STRAW WATTLE, SILT FENCING QR OTHER MATERIALS AS NECESSARY. · • ,. /. •• •• 7. PRIOR TO PIANTING CONTRACTOR SHALL REMOVE ALL EXISTING VEGETATION, TRASH, CLIPPINGS, ROCK AND OTHER DEBRIS, THEN HE SHALL RAKE AND FINE GRADE ALL PIANTING AREAS. 8. FOR BID PURPOSES, THE STANDARD SOIL AMENDMENT FOR TURF, GROUND COVER & SHRUB PIANTING AREAS TO BE CULTIVATED INTO THE TOP 6" OF SOIL PER 1000 S.F.: 2 CU. YDS. "1/2" MINUS HU MIC COMPOST (FROM EL CORAZON, OCEANSIDE), 20 LBS. AGRICULTURAL GYPSUM; 10 LBS. 12-12-12 FERTILIZER; 3 LBS. GRO-POWER PREMIUM GREEN IRON, 2-3/4 LB. REWET GRANUIAR. SLOPES ARE EXEMPT FROM THIS REQUIREMENT. 9. FOR BID PURPOSES THE BACKFILL MIX FOR TREES AND FOR SHRUBS 5 GALLONS AND IARGER PER 1 CU. YD OF NATIVE SITE SOIL SHALL BE: 20% "1/2" MINUS HUMIC COMPOST" (EL CORAZON, OCEAN SIDE); 12 LB. AGRICULTURAL GYPSUM; 2 LBS. 12-12-12 FERTILIZER, 1/2 LB. GRO-POWER PREMIUM GREEN IRON, 3/4 LB. REW ET GRANUIAR. 10. TREES AND SHRUBS SHALL BE FERTILIZED AT THE TIME OF PIANTING WITH 21 GRAM BEST TABS 20-10-5 AT THE FOLLOWING RATE: 1 GAL= 1 TABS, 3 GAL=2 TABS, S GAL= 3 TABS, 15 GAL=5 TABS, 24" BOX=8 TABS, 36" BOX=lO TABS; 11. GROUND COVER SHALL BE FERTILIZED AT THE TIME OF PIANTING WITH 7 GRAM BEST TABS 20-10-5. ONE PER PIANT. 12. COLOR BED PREPARATION FOR SPRING/ SUMMER: TILL 4" DEEP INTO SOIL, 14-14-14@ 2LB/1000 S.F., 5-3-1 GROW POWER PLUS@ 50 LB/1000 S.F,, AND SUBDUE GRANUIAR @ 6-30 OZ/ 1000 SF. 13. COLOR BED PREPARATION FOR FALL/WINTER: TILL 4" DEEP INTO SOIL, 6-6-24@ 10 LB/1000 S.F., 5-3-1 GROW POWER PLUS@ 50 LB/1000 S.F., AND SUBDUE GRANUIAR @ 6-30 OZ/ 1000 SF. 14. ALL TREES, SHRUBS, AND GROUND COVER SHALL BE TOP DRESSED WITH MULCH: TREES 3" DEEP, SHRUBS 3" DEEP, AND GROUND COVER 3" DEEP. ALL MULCH USED IS AVAIIABLE FROM EL CORAZON, OCEAN SIDE, UNLESS DIRECTED OTHERWISE BY L.A. PROVIDE SAMPLE FOR APPRQVEAL TO CITY INSPECTOR PRIOR TO DELIVERY TO SITE. MULCH FOR ORNAMENTALS SHALL BE "PERRENIAL MULCH"; MULCH IS NOT REQUIRED FOR SLOPES PIANTINGS. 15. DOUBLE STAKE 15 GALLON AND 24" BOX TREES. GUYING ONLY PER L.A. DIRECTION. CONTRACTOR SHALL BE RESPONSIBLE FOR TREE STABILITY DURING LENGTH OF WARRANTY PERIOD. 16. VERIFY TREE PIT DRAINAGE WITH 24-HR. WATER FILL TEST FOR ALL TREES PRIOR TO PIANTING. ONCE PIT IS DUG, INTRODUCE WATER 12" DEEP INTO PIT. PIT MUST DRAIN ENTIRELY IN 24 HOURS. ALL TREES NOT DRAINING SHALL HAVE A 12" DIA. HOLE AUGERED (5) FIVE FT. DEEP AND INSTALLED WITH 4" PERFORATED PVC PIPE AND CAP, BACKFILLED ON THE OUTSIDE WITH ¾" GRAVEL (SEE TREE PIANTING DETAIL). CONTACT L.A. FOR ADDITIONAL DIRECTION FOR PITS NOT DRAINING. 17. PIANTS SHALL NOT BE PIACED WITHIN 12" OF SPRJNKLER HEADS. 18. SHRUBS AND TREES SHALL BE UNDERPIANTED WITH GROUNDCOVER AS SHOWN BY ADJACENT PIAN SYMBOL. 19. GROUNDCQVER SHALL BE PIANTED USING TRIANGUIAR SPACING AS PER GROUND COVER DETAIL. 20. POST-PIANTING FERTILIZING WITH 12-12-12 SHALL BE BE PERFORMED BY CONTRACTOR AT 30, 60, AND 90 DAYS AFTER PIANTING. 21. CONTRACTOR SHALL MAINTAIN ALL PIANTINGS FOR NINETY (90) DAYS AFTER ACCEPTANCE OF INSTALIATION. ALL WORK SHALL BE KEPT CLl;l',N, WATERED AND WEED-FREE. DEAD OR DYING PIANTS MUST BE REPIACED DURING MAINTENANCE PERIOD AT INSTALIATION CONTRACTORS EXPENSE. 22. IANDSCAPE CONTRACTOR SHALL WARRANTY ALL PIANTS INSTALLED AS FOLLOWS: TREES FOR 1 YEAR, SHRUBS FOR 1 YEAR, GROUND COVER FOR 1 YEAR, AND COLOR FOR 90 DAYS. 23. CONTRACTOR SHALL INFORM L.A. PRIOR TO INITIATING WORK, INSPECTIONS FOR PROJECT ARE AS FOLLOWS: WHEN PIANTS ARE SPOTTED, AT COMPLETION OF INSTALIATION, AT 90 DAYS AFTER INSTALIATION IS ACCEPTED AS COMPLETE, AND AT 1 YEAR FROM ACCEPTANCE. 24. CONTRACTOR SHALL PROVIDE A SOIL TEST FROM AN AGENCY/FIRM APPROVED BY THE CITY INSPECTOR OR CHEMICAL AND AGRICULTURAL ANALYSIS PRJOR TO APPLYING AMENDMENTS. PROVIDE A COPY OF TEST RESULTS TO ARCHITECT. DO NOT APPLY AMENDMENTS WITHOUT ARCHITECT PRESENT. SOIL LEACHING SHALL OCCUR IF DIRECTED BY ARCHITECT. 25. VINES SHALL BE SECURED TO ADJACENT FENCES, POSTS, WALLS, OR OTHER STRUCTURES USING VINE TIES. SOD PLANTING/ REPAIR 26. INSTALLING NEW SOD -REMOVE ROCKS AND DEBRIS, WORK SOIL TO DEPTH OF S " AND INCORPORATE AMENDMENTS SPECIFIED IN PIANTING NOTE #8. SMOOTH ALL SURFACES TO BE SODDED, & ROLL AREA TO LEVEL SOIL. IRRIGATE TO OBTAIN UNIFORMLY MOIST SOIL TO 6" DEEP. DO NOT IAY SOD ON BONE DRY SOIL. IAY FIRST ROW OF SOD IN STRAIGHT LINE USING STRING AS GUIDE. BUTT JOINTS TIGHTLY, DO NOT OVERIAP EDGES. AFTER IAYING, ROLL LIGHTLY TO ELIMINATE IRREGUIARITIES. WATER THOROUGHLY, TO ACHIEVE MOISTURE 6" DEEP. 27. USE "WEST COASTER FESCUE" FROM WEST COAST SOD FOR ALL NEW AND REPAIR WORK UNLESS OTHERWISE DIRECTEO. 28. REPAIR OF TURF DAMAGED DURJNG INSTALIATIONS -UPROOTED SOD MAY BE REUSED IF IT REMAINS IN GOOD CONDITION. ALL REPAIR WORK MUST FEATHER INTO EXISING TURF SEAMLESSLY. POORLY ACCOMPLISHED WORK WILL BE REJECTED. REFERENCE NOTES -. -----APPROX. 4':l' -0' <:> --------------liiii\._ ~ ------ TT 18" • PG, P.O.C-SACK OF CURS AT PLANTER OJ RELOCATE (3) EXISTING BRONZE LOQUATS OUTSIDE OF EASEMENT AND (l) BRISBANE BOX TO LOCATIONS SHOWN PER L.A. DIRECTION, RESOD TURF, INSTALL & MULCH TREE PER PIANTING NOTES. ~ INSTALL (2) TREE GRATES (SHEET L-3) LOCATE PER ENGINEER'S PIANS. APPROX. 2000S.F. OF TURF TO BE REPIACED PER PIANTING NOTES. COMMON AREA TURF TO REMAIN UNDISTURBED. ALL BARE AREAS WITHIN EXISTING GROUND COVER SHALL BE INFILLED WITH 4" GROUND COVER OF THE SAME SPECIES. REMOVE ALL METAL NURSERY STAKES FROM EXISTING TREES. REPAIR ALL PIANT DAMAGE ASSOCIATED WITH CART PATH CONSTRUCTION AS PER THESE PIANS AND TO THE SATISFACTION OF THE ADJACENT PROPERTY OWNER AND THE CITY. INSTALL FREESTANDING GREEN SCREEN WALL TO SCREEN OUTDOOR EATING AREA PER MANUFACTURER'S INSTRUCTIONS. INSTALL (4) TABLE AND BENCH SETS PER SITE AMENITY SCHEDULE. ARCHITECT SHALL LOCATE PRIOR TO INSTALIATION. ~ INSTALL (2) TRASH RECEPTACLES PER SITE AMENITIES SCHEDULE. ARCHITECT SHALL LOCATE PRIOR TO INSTALIATION. ~ INSTALL (2) BENCHES PER SITE AMENITIES SCHEDULE. ARCHITECT SHALL LOCATE PRIOR TO INSTALIATION. ~ VINES OR SHRUBS USED TO PROVIDE ARCHITECTURAL RELIEF ON SOUTH-FACING WALL. EXISTING MONUMENT SIGN CONCRETE MOW CURB (SEE DETAIL SHEET L-3). PIASTIC IANDSCAPING EDGING -INSTALL BIACK DIAMOND EDGING (MODEL BD-20) W/ STAKES PER MANUF. INSTRUCTIONS ~ EXISTING XYLOSMA TO REMAIN ~ 15 FT. WIDE CMWD WATER EASEMENT PLAN NOTES 1) FOR PLANTING DETAIL AND LEGEND SEE SHEET L -8. 2) FOR PLANTING SPECIFICATIONS SEE SHEET L-9. UTILITIE a I ' I I I AC3 ' 32'-0' LC EXISTING ONE STORY BUILDING 24" MQ -. ,_ f -' + ; ' -,. ., • -+ -++++• -+ LC .. .. .. .. . 18" MQ " EX15TINC: LARGE TREE& M 13E IN WATER EA8EMENT .. • + ., + • + +· .,.. ,. + + ,, ,. + 1 . ..._ , __ --- 24" MQ ROOT BARRIER REQUIREMENT PROVIDE DEEP ROOT BARRIERS AT PERIMETER CURBING OR BUILDING FOUNDATION OF ALL PLANTING AREAS CONTAINING TREES WITHIN 6 FEET OF CURB OR BUILDING. BARRIERS SHALL BE 24 INCHES IN DEPTH. LENGTH SHALL EQUAL MATURE CANOPY WITHN, NO LESS THAN 20 FEET PER TREE. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION EP -++,-+++ + • + ' .. ., + •-• LC ED • 6 + + + ~ + + --+ + -+ + + -+ + + + + ' ...... """"' ::-,r.--,-.,· -C,-,-+ 4-• ++ =~++++++ 6 5R3& SITE AMENITIES SCHEDULE ,., . •· ' K?<}\;" + ., • + + • ' .. ' . G (2) DURA ART STONE "ART MQDERNE" PIANTERS MODEL s,, J, 22, S-1, MSB, 2" CENTERED, SAUCER EACH INSTALLED WITH CWM MODUIAR CONTAINER IRRIGATION SYSTEM PART #CWM-1714-3k 0 (6) DURA ART STONE "ART MQDERNE" PIANTERS MODEL 5, 3, J, 12, S-1, MSB, 2" CENTERED, SAUCER EACH INSTALLED WITH CWM MODUIAR CONTAINER IRRIGATION SYSTEM PART #CWM-1109-3k IT] (3) DUMOR #101-40: 42" SQ. PERFORATED TABLE W/4 SEATS; POWDER COATED "ARGENTO", SURFACE MOUNT 0 (1) DUMOR #101-30: 42" SQ. PERFORATED TABLE W/3 SEATS; POWDER COATED "ARGENTO", SURFACE MOUNT 24" MQ 20' NORTH ' \ \ \ O' 20' 40' 60' GRAPHIC SCALE: 1 "=20' .. ! "' ~ 83 ~~ j·t . .1 ~" ~i u • ... g., ~ I' "' I ~I ., 8 ·g ~c ~~ .. ~· <O Ii ll., [/l ~~ g 0 .. ~ d §8 z ~ ~~ 0 " a. I' ~ ~ N l/) w <., I-Ct'. z w 0... a -0 C'J 0 Ct'. ~ < 0... C'J _J 0) z f--'. -0:: _J (.) ::) e <( 0 '.'> u z __J 0 0:: m < Ct'. ~ e u w :;; 2 __J 0 2 __J () < X < 0 rn u " VJ \{) 0 -__J I") (.) I-0:: <( \{) w < 0 (L u z Ct'. ~ 0 0 LI.. _J z <( w u <., LANDSCAPE PLANS: PLANTING PLAN MYLAR SET DATE 12-22-09 SHEET L-7 [I] (2) DUMOR #59-60/S-3: 6 FT. PERFORATED BENCH; PAWDER COATED "ARGENTO", SURFACE MOUNT ~---------------------------------------------.J 0 (2) DUMOR #89-32: 32 GALLON PERFORATED RECPTACLE, SURFACE MOUNT ~ (2) IRONSMITH 4808 W/ 20" OPENING, NATURAL UNFINISHED GRAY IRON APPROVED FOR PLANTING AND /RR/GA T/ON ONLY, INCL UD/NG PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RC[___ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE l---t-------+------------+-----+----l------1------1 I SH7EET 1, CITY OF CARLSBAD I SHEgETS I PLANNING DEPARTMENT :==::::'.:.::::===========--'===== DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE PLANS FOR: GENOPTIX BUILDING 2 2131 FARADAY AVE., CARLSBAD, CA I APPROVED: 11.:J[ &-~..cfr 1-(o.Jo PIANNING DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: CB09 17 44 465-6L RVWD BY: ::11:·::~fJ I . , ,i, ,_ l,: I PLANT LEGEND symbol Latin name Common name Size PALMS AC ARCHONTOPHOENIX CUNNINGHAMIA KING PALM 15G, 24" BX, 36" BX CR CYCAS REVOLUTA SAGO PALM 24" BOX SR SYAGRUS ROMANZOFFIANUM QUEEN PALM 1!:>6, 24' ex. 3€>" ex CANOPY TREES ED ERIOBOTRYA DEFLEXA BRONZE LOQUAT LC LOPHOSTEMON CONFERTUS BRISBANE BOX PG PODOCARPHS GRACILIOR FERN PINE TT TIPUANA TIPU TIPU TREE -, • ' EP EXISTING TREE TO REMAIN (SEE DEMO PLAN FOR ID) ' ' "- SHRUBS AND VINES 0 0 (JJ @ 0 0 ® @ AGAVE ATTENUATA ARBUTUS UNEOO CARISSA MACROCARPA TUTTLE COPROSMA R. MARBLE QUEEN PHORMIUM ATROPURPUREUM PHORMIUM RED HEART PITTOSPORUM CRASS. COMPACTUM XYLOSMA CONGESTUM SOFT· TIPPED AGAVE STRAWBERRY TREE TUTTLE NATAL PLUM VARIEGATED MIRROR PLANT BRONZE FLAX RED HEART FLAX DWARF PITTOSPORUM SHINY XYLOSMA EXISTING SHRUB • PROTECT IN PLACE • . • I FICUS PUMILA I • .... .... I DISTICTIS LAXIFLORA ■ ■ ■ I DISTICHLIS BUCCINATORIA GROUNDCOVER AND COLOR m AGAPANTHUS AFRICANUS BLUE r=::::::::::::~ DELOSPERMA ALBA ~ FRAGARIA CHILOENSIS ~~ HEDERA HELLIZ NEEDLEPOINT 0 PHILODENDRON ZANAOU 0 PHORMIUM JACK SPRATT o AGAPANTHUS 'TINKERBELL' CREEPING FIG VANILLA TRUMPET VINE BLOOD-RED TRUMPET VINE BLUE LILY-OF-THE-NILE WHITE TRAILING ICEPLANT BEACH STRAWBERRY NEEDLEPOINT ENGLISH IVY DWARF PHILODENDRON JACK SPRATT FLAX TINKERBELL LILY OF THE NILE ~ OPHIOPOGON JAPANICUS 'VARIEGATUS' VARIEGATED MONDO GRASS 24" BOX 24" BOX 24" BOX 24" BOX 15 GAL 15 GAL 5 GAL 5 GAL 15 GAL 5 GAL 5 GAL 5 GAL 5 GAL 15 GAL 15 GAL 1 GAL FLATS FLATS 4" POTS 5 GAL 5 GAL 1 GAL FLATS ~ PELARGONIUM BALCON RED RED IVY GERANIUM 4" POT 1::::: ·: • :-1 TALL FESCUE TURF WEST COASTER SOD 500 f '.:::>;>'.:I EXISTING OELOSPERMA ALBA (INFILL BARE AREAS AS PER PLANTING REFERENCE NOTE #4, CONTAINER PLANTS (1, 5 and 15 gal.) such as: POT @ RHAPIS EXCELSA EPIPHRENNAN AUREUM OPHIOPOGON J. 'VARIEGATUS' LADY PALM SILVER VARIEGATED POTHOS VARIEGATED MONDO GRASS 20 GAL 6" POT FLATS BLACK BEACH PEBBLE ROCK MULCH, 1-2" SIZE, 1" DEEP, PLACED AROUND PLANTS POT @ ANTHURIUM SCHERZERIANUM EPIPHRENNAN AUREUM FLAMINGO FLOWER SILVER VARIETGATEO POTHOS 1 GAL 6" POT Quantity 9 4 6 17 7 12 7 21 41 281 93 14 91 122 61 3 8 18 260 S.F. 1,100 S.F. 2,600 S.F, 1,300 S.F. 83 322 148 250 S.F, 500 S.F. 2,000 S.F, 2 2 Comment M; 3 TRUNK CLUMP ARCHITECT TO SPOT M; 3 TRUNK CLUMP MULTI-TRUNK TREE FORM CENTRAL LEADER ONLY 6 FT. CLR. TRUNK MIN. & MAIN LEADER INTACT 6 FT. CLEAR TRUNK MIN. 51-lRUB FORM TIE TO WALL, REMOVE STAKE WEAVE & TIE TO WALL WEAVE AND TIE TO WALL SPACE @ 18" O.C. SPACE @ 12" O.C. SPACE@ 12" O.C. SPACE @ 18" O.C. SPACE @ 4" 0.C. SPACE @ 12" O.C. ALL DAMAGED AREAS ARCHITECT TO LOCATE ARCHITECT TO LOCATE AS NEEDED TO INSTALL@ 3" O.C. TO FILL 42 (7) PER POT ARCHITECT TO LOCATE 6 ARCHITECT TO LOCATE WALL OR COLUMN - CONCRETE FOOTING SPREAD AND SECURE TO WALL OR FRAME REMOVE NURSERY STAKE SET ROOTBALL TIGHT TO FOOTING REMOVE ANY EXCESS CONCRETE 6" WIDE WATERING BASIN (WHERE APPLICABLE) 6) VINE PLANTING NTS MEDIUM REDWOOD BARK BACKFILL MIX: 1/2 BANOINI POTTING SOIL 1/2 NITROUZEO BARK N+= FILTER FABRIC #2 CRUSHED ROCK .,,--WEEP HOLES (MIN. 2 PER POT) 1/2" SPACERS (3 MIN., MUST BE STABLE, DO NOT COVER WEEP HOLES, BRICK SPLIT PIECES ARE O.K.) ~ SAUCER (!)POT PLANTING NTS 1:1 MAX. '{J --"1 AT REAR "7 C) 3" DEEP MULCH PER PLANTING NOTE #14 (AVAIL FROM EL CORAZON, OCEANSIDE, MOISTEN AFTER PLACEMENT BERM TO 3" TALL ON SLOPES NO BERM ON FLAT SITES FERTILIZER TABLET PER NOTES, PLACE =:=-;! IN SOIL AT 1/3 OF PIT DEPTH -. ' :;+!4='-#~ .:-~~~--=i I, !i PLANTING PIT-SHALL BE TWICE AS WIDE AND AS DEEP AS ROOTBALL. • ~ , ;;:,/,.>// SEE NOTE #9 FOR BACKFILL MIX ~/:::::;·· ~i'./ .22:~LJo--FOR SHRUBS FAILING DRAINAGE TEST: 2X WIDTH OF ROOTBALL DIG PIT 12" DEEPER THAN ROOT BALL AND BACKFILL WITH AMENDED SOIL. NOTIFY L.A. OF HOLES NOT DRAINING PRIOR TO DIGGING A DEEPER PIT. CD CONTAINER PLANTING NTS 1: 1 MAX. AT REAR OF TREE PIT TREE STAKE TREE ~ PREVAILINGWINO 2" DIA, BY 10 FT. PINE LODGE POLE STAKE, CINCH-TIE W/ GALV. NAIL (BY VIT); USE 4 PER TREE. (12 FT. STAKES MAY BE REQ'D). MULCH PER PLANTING NOTE #14, 3" DEEP MIN. COVER, MOISTEN AFTER PLACEMENT MULCH TREES OR TURF IN 4 FT. DIA, CIRCLE 4" WATERING BASIN ON SLOPE. NO BASIN REQ'D ON TURF. FERTILIZER TABLET PER NOTES, PLACE IN SOIL AT 1/3 OF PIT DEPTH AMENDED SOIL BACKFILL PER NOTES PLANT PIT-2x WIDTH, & EQUAL DEPTH OF ORIGINAL ROOT BALL FOR TREES ON SLOPES (NOT ON TURF): 2 BUBBLERS PER TREE, IN 4" PERFORATED PVC PIPE FILLED W/ 3/8" CRUSHED GRAVEL NOTE· STAKE ALL 15 GAL 24" & 36" BOX TREES EXCEPT FOR PALMS 4" DIA. PERFORATED PVC PIPE W/ FILTER FABRIC & CAP INSTALLED IN 12" DIA. HOLE, SURROUND W/ 3/8" CRUSHED GRAVEL DEPTH: 3 FT. BELOW ROOT BALL MIN. EB DOUBLE STAKED TREE NTS CURB SECTION PLAN 0 N 0 .... ROOTBALL FINISH GRADE 2" BELOW TOP OF PAVING BACKFILL MIX PAVED SURFACE PER PLAN ROOTBALL ROOT BARRIER NOTE: 1. ROOT BARRIERS SHALL BE INSTALLED WHEN TREES ARE WITHIN 5' OF HARDSCAPE DO NOT ENCIRCLE TREE IF POSSIBLE (INSTALL PARALLEL TO WALKS & CURBS), (10' EACH SIDE OF TRUNK MEASURED PARALLEL TO HARDSCAPE X 24" DEEP), CD TREE ROOT BARRIER NTS 0 0 0 G G .. 0 Q "'t=o 0 0 0 0 0 w SQUARE SPACING GROUNDCOVER TO BE PLANTED FROM FLATS, CUTTINGS, LINERS, 4" POTS OR 1 GAL CONTAINERS PER PLAN. PREPARED SOIL-SEE NOTES #8, AND #9 MULCH GROUND COVER 1" DEEP PER PLANTING NOTE #14 REFER TO PLANTING NOTES FOR ADDITIONAL SPECIFICATIONS SQ.FT. PLANTS WILL COVER 64 PLANTS 100 PLANTS ~00 4" 7 SQ. FT 11 SQ. FT 0 0 0 0 0 0 Q 6" 16 25 8" 28 44 0 0 0 10" 45 70 0 G ltl 12" 64 100 15" 100 156 18" 144 225 24" 256 400 TRIANGULAR SPACING (I) GROUND COVER p LANT I NG NTS oi ~I ~ .. ~~~ ~~;~ ~:t~ 00 ~ o~,. ~~1 ~1~1 ~ f,. I I~ 11. r,J DSC ,o.i;: .. ~ ~-8 .3 ~ !I, ;! ij I u. ·:s § r-- "' ~.!. ~ ~ ~ 1~ <; .. ~-~~ .. ~ ~~ ~~ i r--~ la,-k6 ...... ,.. /2. --Tl• N (/) w c., f- Ct'. z w Q_ -0 0 Ct'. <( Q_ _J z -0:: _J ::) 0 <( LL 0 _j m <( Ct'. w u 2 " 2 0 X <( 0 QJ 0 (f) -_j I-0:: <( <( z (l. u Ct'. 0 0 LL. _J z <( w 0 c., "' ~ 0 d z a :f r 0 N ~ N f-.'. a, 0 0 -;; z 0 0:: <( 0 0:: 1 LI... _j ';i () r---ll) 0 I") (.'.) ll) w 0 z <( VJ LANDSCAPE PLANS: PLANTING DETAILS MYLAR SET DATE 12-22-09 SHEET L-8 l---+----\-------------+---1---1---1---I I SHBEET I CITY OF CARLSBAD I SHEgETS I ~==:'..'.:::===P=LA=N=N=l=NG:::=D=E=P::AR::T=M::E::N=T ===--'====: APPROVED FOR PLANTING AND /RR/GA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE ___ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE DATE INITIAL DATE INITV\L DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE PLANS FOR: : GENOPTIX BUILDING 2 2131 FARADAY AVE., CARLSBAD, CA APPROVED: 1-1-:.kd_ &--~H-<>¾ l·ll-10 PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: C809 17 44 465-6L ,: i - _i: '" '.;ii . 'IE •:: SECTION 02481 SOIL PREPARATION AND FINISH GRADING PART 1 -GENERAL 1. 1 DESCRIPTION A. Work included: This work shall consist of preparing the surface strata of soil for planting including but not necessarily limited to: 1. Topsoil placement, 2. Soils testing, 3. Placement and incorporation of soil amendments, 4. Finish grading, 5. Any incidental work not shown or specified which can reasonably be inferred as part of the work. B. Related work: Section 02490 -Planting 1.2 SUBMITTALS Test results Delivery statements 1.3 QUALITY ASSURANCE A. Work shall be performed in accordance with best standards of practice relating to various trades under continuous supervision of competent foreman, capable of interpreting Drawings and Specifications. B. Herbicide applicator shall be licensed by State of California. 1.4 DELIVERY, STORAGE AND HANDLING Containers: 1. Containers shall be unopened at delivery and respective labels shall show contents. 2. Store containers off the ground and protect from the weather. 1.5 PROJECT SITE CONDITIONS A. When existing (stockpiled) soil is available the Contractor shall check with General Contractor to determine the quantity, location and when soil can be moved into the planting area. Stockpiled soil is to meet conditions described in section on material standards. B. No soil shall be moved into areas when either the soil or existing grade is too wet or dry, or when deleterious materials are present. PART 2 -PRODUCTS 2.1 TOPSOIL A. Source: Off-site borrow taken from source acceptable to the Landscape Architect. B. Acid,alkaline range: pH 6.0 to 7.0. c. Free of pests, pest larvae and matter toxic to plants. D. Percent of organic manner: 2 % minimum. E. Maximum 5% by volume slag, cinders, stones or other extraneous material exceeding 1/2 inch diameter. F. Free of noxious weed seed, pathogenic viruses, herbicides or chemicals that inhibit plant growth. G. Tests and sampling of topsoil: 1. Sampling by Contractor: By certified agronomic soil testing laboratory at three locations per Landscape Architect. 2. Tests: Organic matter, nutrient analysis, textural analysis and salinity test. Provide amendment recommendations by testing lab. 2.2 SOIL CONDITIONERS A. Peat: Canadian Peat Moss B. Herbicides: As required upon Landscape Architect's approval. C. Fertilizer: 1. Preplanting fertilizer shall be long lasting, controlled release, uniform in composition, free flowing, suitable for application with approved equipment and shall contain the following minimum available percentages by weight of plant food: For !awn areas: N-P-K ratio as required from soil report. For shrub areas: N-P-K ratio as required from soil report. 2. Post-planting fertilizer shall be organic base, long lasting, nonburning, slow release, free flowing, suitable for application with approved equipment and shall contain the following minimum available percentages of weight of plant food with trace minerals of 3% iron and 5% sulfur: For lawn and shrub areas: N-P-K ratio of14-7-3. 3. Planting tablets shall be tightly compressed chip type commercial grade plant tablets with the following available percentages of weight of plant food: For 21 gram tablets: N,P-K ratio of 20-10-5. For 5-7 gram tablets: N-P-K ratio of 12-8,8. D. Organic soil amendments: derived from Redwood or Fir bark, supplying several gradient degrees of breakdown, with non-ionic wetting agent, stabilized with nitrogen (0.5%) and having the following properties: 1. Salinity: Saturation extract conductivity (e.c.) shall not exceed 1.75 at 25 degrees centigrade. 2. Organic content: minimum 90% by weight. 3. pH: 5.5 to 6.0 E. Minerals: 1. Soil Sulfur (S) shall be elemental sulfur (99.5% minimum). 2. Ferrous Sulfate shall be in pellets or granular form containing not less than 'Ul metallic iron. Material shall conform to the Agricultural Code of the State of California 3. Agricultural Gypsum (CaSO4-2H20) shall be commercially processed and packaged gypsum with minimum 80% grade containing 14% minimum combined sulfur. 4. Lime (CaC03) shall be calcium carbonates lime. F. Soil penetrant: "Sarvon" brand. G. Water: 1. Source: irrigation system P.O.C. 2. Quality: potable PART 3 -EXECUTION 3.1 Inspection A. Examine areas to receive soil preparation to assure work of other trades has been completed. B. Verify grades with Landscape Architect prior to beginning soil preparation. C. No soil preparation shall be performed until all structures and walls and construction items (including irrigation mains and drainage lines) have been installed. D. The site shall be free of weeds, trash and deleterious materials prior to soil preparation. E. Verify that plants to remain have been undisturbed. F. Do not proceed with soil preparation until unsatisfactory conditions are corrected. 3.2 SOILS TEST RESULTS A. After rough grading, soil samples shall be taken from enough locations on the site to represent an adequate cross section of conditions. B. Soil test shall be performed by a soil testing laboratory (pre-approved by the City). The test shall indicate but not be limited to the following: organic matter, N,P,K, pH, EC, soil texture(silt, clay, sand), recommendations for amendments, leaching, and maintenance fertilizations. C. The results and recomendations of the soil testing laboratory shall be submitted to and approved by the City. The approved recommendations for amendments and backfill shall be incorporated into the landscape plans prior to the start of construction and shall become partof the approved plans. Products specified by product name by the soil lab in the recommendations may be substituted with "or equal" products approved by the City. 3.3 PERFORMANCE A. Subsoil: 1. Scarify subsoil in all areas to be planted to depth of 6 inches prior to placement of topsoil. The soil shall be made loose and friable. 2. Remove rocks and other objects over 2 inches diameter. B. Topsoil: 1. In areas scheduled for seeding or sodding of lawn place topsoil from stockpile to minimum depth of 4 inches over all areas. 2. In areas scheduled for ornamental groundcovers, place topsoil to 2 inch 3. Do not place topsoil on slopes exceeding 3: 1 gradient. C. Incorporation of Soil Amendments: 1. Place additives uniformly in accordance with specifications and Landscape Architect's direction per soil test results and recommendations and incorporate to depth of 1 inch by raking or other approved method. 2. Rake, drag, roll and smooth the surface until free of hollows and ridges and it conforms to established grade plus or minus 1 inch in 10 feet. 3. Apply pre-emergent herbicide control in accordance with the manufacturer's recommendations and any applicable governmental agency. D. Finish grade: 1. Upon completion of rototilling and topsoil placement, all areas shall be watered to settle soil. 2. When the soil has dried sufficiently to be readily worked, all lawn and planting areas shall be graded to previously established grades. 3. Grades not otherwise indicated shall be uniformly level or sloping between points where elevations are given. Finish grade shall be smooth, even, uniform plane without abrupt change of elevation 4. Soil areas adjacent to buildings shall slope away from the building to allow for a natural run-off of water, and sutface water shall be directed as indicated on the drawings by remodeling sutfaces to facilitate the natural run-off of water. 5. Low spots and pockets shall be graded to drain properly, maintain 2% minimum slope. 6. Finish grade of all planting areas shall be brought flush with curbs and paving to assure positive drainage over the surface. 7. Minor adjustments of finish grades shall be made at the direction of the Landscape Architect, if required. 3.4 CLEANUP A. Immediately clean up spills, soil, conditioners on paved and finished surface areas. B. Remove debris and excess materials from project site. END OF SECTION SECTION 02491 PLANTING TREES, SHRUBS AND GROUNDCOVER PART 1 -GENERAL 1.1 DESCRIPTION A. Work included: Provide all labor, materials, and equipment required to complete work indicated on Drawings, complete in place and approved, including but not necessarily limited to: 1. Purchase of plants 2. All planting, including ground cover 3. Inspection and certifications 4. Guarantees 5. Clean up 6. Staking B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions and other Sections of these Specifications. 2. Section 02441: Irrigation system, Section 02481: Soil preparation and finish grading. 1.2 QUALITY ASSURANCE Work shall be performed in aocordance with best standards of practice relating to various trades under continuous supervision of competent foreman, capable of interpreting Drawings and Specifications. 1.3 EXISTING SITE CONDITIONS A. Prior to excavation for planting or placing of stakes, locate all electric cables, conduits, sprinkler valves, all utility lines so that proper precautions may be taken not to damage such improvements. In event of conflict between such lines and plant locations, promptly notify Landscape Architect who shall arrange for relocation for one or other. Failure to follow this procedure places upon Contractor responsibility for (at his expense) making any and all repairs for damage resulting from work hereunder. B. Verification of dimensions: All scaled dimensions are approximate. Before proceeding with any work, Contractor shall carefully check and verify all dimensions and quantities and shall immediately inform Landscape Architect of any discrepancy between Drawings, Specifications and actual conditions. No work shall be done in any area where there is such a discrepancy, until approval for same has been given by Landscape Architect. 1.4 SCHEDULING/SEQUENCING A. After soil has been prepared as called for in Section on soil preparation, irrigation system has been installed, tested, and conditions are favorable to plant, Contractor shall request approval to start planting from Landscape Architect. B. Irrigation and landscape work may be done concurrently, however, planting work may not start in any section prior to inspection and approval of irrigation work. 1.5 SUBSTITUTIDNS A. No substitutions from specified plant materials will be permitted, unless substitute materials are approved in advance by City Inspector and LA, and substitutions are made at no additional charge to Owner. If accepted substitute materials are of less value than those indicated or specified, contract price will be adjusted in accordance with provisions of contract. 1.6 SUBMITTALS A. Source of materials shall be furnished if requested by Owner or Landscape Architect. B. In addition to any other certificates specified, Contractor shall furnish a certificate with each delivery of bulk material stating source, quantity, type of material, and that material conforms to Specification. These certificates shall be submitted to Landscape Architect prior to start of maintenance period if required by Owner. 1. 7 GUARANTEE AND REPLACEMENT A. All plantings shall be guaranteed for time period specified in Planting Notes. Any material not growing properly during this period shall be replaced by Contractor within seven (7) days of receipt of written notice by Landscape Architect. Contractor's guarantee may be extended in cases where plants are slow to establish. If Contractor fails to make replacements within the time limit, Owner may replace them at Contractor's expense after duly notifying him. PART 2 -PRODUCTS 2.1 PLANT QUANTITIES AND TYPES A. Plant materials shall be furnished in quantities and/or spacing as shown, or noted for each location, and shall be of species, kinds, sizes, etc., as symbolized and/or described in Plant Legend on Drawings. 2.2 PLANT MATERIAL STANDARDS Plant material indicated on Drawings and herein specified shall conform to following: A. Nomenclature: Plant names listed in Plant Legend conform to "Standard Plant Names" established by American Joint Committee on Horticultural Nomenclature, except for names not covered herein, with which custom of nursery is followed. B. Condition: Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests or eggs, shall have healthy, normal root systems; well filling their containers, but not to point of being root bound. Plants shall not be pruned prior to delivery, except as authorized by Landscape Architect. In no case shall trees be topped before delivery. C. Dimensions: Height and spread of plant material shall be measured with branches in normal position and shall be as indicated on Drawings. Caliper of trees shall be measured 2'-0" above sutface of ground. Where caliper or other dimensions of any plant materials are omitted from "Plant Legend", it shall be average stock for type listed. D. Inspection: All plant materials shall be subject to inspection and approval by Landscape Architect before planting. All plants supplied to project (whether planted or not) are subject to rejection by Landscape Ar<:hitect. E. Plant list: As indicated on Planting Plan. F. Sizes of plants: Shall be as stated in Plant Legend. Container stock (1, 5 and 15 gallon) shall have been grown in containers for period of time sufficient to develop root growth sufficient to hold soil ball together to side and bottom of container in which it was delivered. G. Plants not approved: Remove from site immediately and replaced with suitable plants. Landscape Architect may reject entire lot of plants represented by defective samples. 2.3 SOIL CONDITIONS -see Sections on grading, drainage, and soil preparation standards. PART 3 -EXECUTION 3.1 PLANTING -GENERAL A. Relative position of all trees and plants is subject to approval by Landscape Architect and they shall, if necessary, be relocated as directed as part of contract. B. Plant pits shall be minimum width 2x larger than root ball. If percolation is such that water will not drain from ho!e overnight, Contractor shall take caution not to over water plants. C. Plants shall be set so that, when settled, they bear same relation to required grade as they bore to natural grade before being transplanted. Each plant shall be planted in center of pit, backfilled with prepared soil; unless otherwise specified. No soil in muddy condition shall be used on backfilling. No filling will be permitted around trunks or stems. All broken or frayed roots shall be properly cut off. D. Plants shall not be allowed to dry out before or while being planted. Keep exposed roots moist by means of wet sawdust, peat moss, of burlap at all times during plant operations; do not expose to air except while being placed in ground. Wilted plants, whether in place or not, will not be accepted and shall be replaced at Contractor's expense. E. Landscape Architect shall make periodic inspections during planting. Any plants not properly handled, spotted or planted shall be subject to removal and replacement. F. In event that underground construction work or obstructions are encountered in planting opemt;rnm;,te locations will be selected by Landscape Architect. Loca!JiGrration will be done at no extra cost to Owner. 3.2 PLANTING OF TREES A. Specimen trees shall be approved by the Landscape Architect within 30 days of the award of contract or 48 hours before delivery, whichever comes first. Any specimen trees delivered to the job-site damaged or changed from the written approval are subject to rejection. B. No trees 15 gallons and over shall be planted in a hole that will not naturally drain overnight after having been half-filled with water. Tests shall be conducted to make this determination and Landscape Architect notified of this condition prior to planting. C. All specimen, occurring in sodded or ground cover areas shall be planted before final preparation of those areas. 0. Stake and guy all trees indicated on the plans and/or as required to promote optimum stability. 3.3 PLANTING SHRUBS AND VINES A. All vines shall be removed from stakes, untied, and securely fastened in an approved manner to wall, fence, or other sutface next to which they are planted. B. Set plants in center of pit, in vertical position, so that after allowing for watering and settling the crown of root ball shall be 1" above surrounding finish grade to prevent water accumulation at the crown .. 3.4 INSTALLATION OF GROUND COVER A. Plant ground cover in areas designated on plans. B. Ground cover stored on the site shall be kept moist and free of insects and weeds. C. Ground cover shall not be planted until inspected by Landscape Architect. D. Ground cover planted from flats shall be planted with flat soil intact with roots. SOD PLANTING A. Remove rocks, weeds, debris from areas to be sodded. Work up soil to a depth of 6 inches and break up all clods. B. Carefully smooth all surfaces to be sodded. Roll area to expose soil depressions or surface irregularities. Regrade as required. C. Spread turf fertilizer, 16-20-0 (or similar) onto soil evenly at a rate of 1 lb. per 100 sq. ft. of lawn area. Rake in lightly. Be sure soil is level and smooth before laying sod. Do not lay sod onto bone dry soil. D. 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 3.11 MAINTENANCE A. Maintain all planting areas in a vigorous, thriving condition by watering, cultivating, spraying, washing off walks, and any other necessary operations during the entire period of installation and until final acceptance by Landscape Architect. B. Calendar: Maintenance period shall be calculated from final acceptance by Landscape Architect. C. Improper maintenance which may cause the poor condition of planted material at termination of the scheduled contract period will cause postponement of final acceptance of work. Maintenance of all areas shall continue at no additional cost to Owner until all work is aocepted. D. All areas shall be kept free of debris and all areas shall be weeded and cultivated at intervals of not more than ten (10) days after any area has been completed. E. The Landscape Contractor shall be responsible for maintaining adequate protection of all areas. Damaged areas shall be repaired immediately at the Landscape Contractor's expense. F. Post fertilize all areas after thirty (30) and ninety (90) days of maintenance with twenty (20) pounds per 1,000 square feet of post-planting fertilizer. G. After thirty (30) days, all weeds shall be removed by hand after watering to assure root removal. Application of Dy mid and Treflan or equal pre-emergence weed control shall be applied when in opinion of Landscape Architect project is infested with weed seed and further weeding will become an unnecessary burden to Owner. H. Contractor shall call for an inspection after each thirty (30) days of maintenance. I. Maintenance shall continue for period specified on Planting Notes. END OF SECTION much as in laying masonry. Use a sharp knife to cut sod to fit curves, edges, sprinkler heads. E. Do not lay whole lawn before watering. When a properly large area has been sodded, water lightly to prevent drying, Continue to lay sod, and to water until installation is complete. F. After laying sod, roll lightly to eliminate irregularities and to form good contact between sod and soil. Avoid heavy roller or excessive initial watering which may cause roller marks. G. Water the completed installation thoroughly. Cycle irrigation to achieve saturation to 8 11 deep. Repeat irrigation at intervals necessary to maintain moist soil until lawn is rooted into substrate. After sod is established, decrease frequency and increase amount of water per application as necessary. H. Replace all dead or dying sod with same variey of material as originally installed. 3.5 FERTILIZER A. Install chip type Fertilizer Tablets per the planting notes. 3.6 WATER BASINS A. Prepare raised water basin as wide as plant balls at each plant. Water thoroughly, backfilling any voids with additional prepared planting mix. Do not basin flat sized plants. Remove all basins prior to planting of lawn and ground cover. 3.7 MULCH A. Contractor to install 3" thick layer of shreaded nitrolized redwood bark mulch in all non-turf areas less steep than 3: 1. Submit mulch sample to City Inspector and Landscape Architect for approval prior to bulk delivery to Job site. 3.8 WATERING: A. Immediately after planting, water shall be applied to each tree, shrub and vine, by means of a hose. The water shall be applied in a moderate stream in the planting holes and until the material about the roots is moist from the bottom of the hole to the top of the ground. B. Following the planting of ground cover plants, furnished in flats, each plant shall be immediately and thoroughly watered. C. Plants not efficiently watered with existing water system, shall be watered with hose. D. Apply water in sufficient quantities, and as often as seasonal conditions require to keep the ground moist at all times to the depth of the root system of grass and plants. 3.9 PROTECTION Contractor shall carefully and continuously protect areas included in contract; including plant materials, fences, supports, etc., until final acceptance by Landscape Architect. 3.10 CLEAN UP Upon completion of Work in this Section, remove rubbish, trash, and debris resulting from operation. Remove disused equipment and implements of service and leave entire area involved in a neat acceptable condition such as to meet approval of Landscape Architect. ~1 ... ! ~I ~ ;t ~~*~ ;;rn~ ~r 8~1~ :~~1 ii ;111 ~'s u, . .. 8 .. ~ ... "' I ~ .\ rn [l ~ J! .. ~ :; . '° I! ij ~ :g 0) 0 o.1 d ~ ij z a ~~ 0. [ll 0 "' ., "-... ~ ~ N (/] w (.'.) f----O::'. z w 0.. 0 -0 N 0 O::'. ~ <( 0.. N _J Ol z ,..: -0::: _j 0 ::) 0 <( 0 <( u... u z _J 0 0::: m <( O::'. ~ e 0 w ~ 2 _J 0 2 _J <( <( 0 X <( 0 [D u r--~ L{) 0 -I") <.:) I-0::: <( L{) w <( 0 o_ 0 z O::'. z 0 0 <( LL (/) _j z ' <( w u (.'.) LANDSCAPE PLANS: PLANTING DETAILS MYLAR SET DATE SHEET L-9 ~I---==--=~-+-==--=l+ -==--==--==--==--==--==--==--==--==--==--==--==-Tt=_ -==-'1=_ -==-T1=_ -==-7::1=_ -=~~-;::ITJ::;:::::::;;:;-;::-::;C:;:;;I:;;;T~1:;::I.A=9:;::Nl:;;;rG==;:£~t~~~T}=E~=TB~A~D~ m LANDSCAPE PLANS FOR: APPROVED FOR PLANTING AND /RR/GA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" GENOPTIX BUILDING 2 2131 FARADAY AVE., CARLSBAD, CA RCE ___ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I APPROVED: /1,,j._14:-BL.of: )-G,,-Jo Pl.ANNING DATE DATE DATE DWN BY: PRO JECT NO. DRAWING NO. INITIAL INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: C809 17 44 465-6L