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HomeMy WebLinkAboutDWG 475-3L; PC 12-18; PALOMAR OAKS TECHNOLOGY PARK; 01-27DEPARTMENT OF ENVIRONMENTAL HEAL TH RECYCLED WATER STANDARD PLAN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 PM. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/ OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/ OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW / CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT MIKE HODGES AT (949) 336-7000. OR AFTER HOURS CONTACT MIKE HODGES AT (949) 336-7000. 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/ OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. REVIEWED ENGINEERING PLANCHECKER DATE (FUTURE) RECYCLED WATER SYSTEM (PRIVATE) PALOMAR OAKS TECHNOLOGY PARK Carlsbad, California 92009 INSPECTION PROCEDURES 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTICALLY. B. PIPE IDENTIFICATION. C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKING, INCLUDING PROPER QUICK COUPLERS. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. SIGNAGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. C. TAGGING OF VALVES D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECTION SHALL INCLUDE: A. A COMPLETE INSPECTION THAT WILL COVER A -I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. AS-BUILT PLAN REQUIREMENTS CONTRACTOR SHALL PREPARE AS-BUILT "RECORD DRAWINGS" IN ACCORDANCE WITH SPECIFICATION SECTION 02811, PART 1.09 A, INDICATING ALL CHANGES IN THE WORK WHICH CONSTITUTE DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS. THESE DRAWINGS SHALL BE TURNED OVER TO THE LANDSCAPE ARCHITECT AT THE COMPLETION OF THE LANDSCAPE INSTALLATION. FINAL AS-BUILT PLANS SHALL BE PREPARED BY THE LANDSCAPE ARCHITECT, BASED ON THE INFORMATION PROVIDED BY THE CONTRACTOR, AND DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND THE ORIGINAL MYLARS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. NOTE: FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY PLANNING DEPARTMENT AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED BY THE CITY PRIOR TO SECURITIES RELEASE. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: FIRM NAME AND ADDRESS: TELEPHONE NUMBER: REGISTRATION NUMBER: EXPIRATION DATE: OWNER NAME AND ADDRESS: TELEPHONE NUMBER: RIDGE LANDSCAPE ARCHITECTS 8841 RESEARCH DRIVE, SUITE 200 IRVINE, CA 92618 (949) 327-1323 2809 MAY 31, 2013 BIXBY LAND COMPANY ATTN: MIKE HODGES 2211 MICHELSON DRIVE, SUITE 500 IRVINE, CA 92612 (949) 336-7000 DECLARATION OF WATER EFFICIENCY COMPLIANCE I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATION. HAVE PREPARED THESE PLANS IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. SIGNE J GE, RLA #2809 CARLSBAD MUNICIPAL WATER DISTRICT ,,U/L/d9 ,;,;, ~11-wYl WILLIAM E. PLUMM~R,DEPUTY CITY ENGINEER RC.E. 28176 COUNTY OF SAN DIEGO Department of Environmental Health -Land Use Division i?LENNLE Environmental Land Use Specialist Ill SPECIAL NOTES INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM." A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: (760) 944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602 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 BET'WEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT http://www. cars badca .go v/servi ces/depa rtme nts/wa ter/Docu ments/recydedwa ter backfl owtesterl ist. pdf FOR R ECY CL ED, 0 R http://www. ca rl s bad ca. gov /services/depart m ents/water/Docu ments/wa terbackflowteste rl ist pdf FOR POTABLE, OR CALL (760) 438-2722. SIGNAGE NOTES I. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZE SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. GUIDELINES FOR RECYCLED WATER USE: 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 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 FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS TO ELIMINATE OVER.SPRAY 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 CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 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 "NO TOME EL AGUA" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMAMENT AND BLACK IN COLOR USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 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 RECYCLED 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. 12" X 36" SIZE TYPICAL SIGNS (N.T.S,} 'l WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER S AFTER CONTACTING NOS DESPUES DE USAR .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com L.A. REVIEWED BY: INSPECTOR In Order to Conserve Water ... RECYCLED WATER IN USE DO NOT ® NO TOME DRINK EL AGUA WASH HANDS AFTER CONTACTING LAVE SE SUS MANOS DESPUES DE USAR 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS "AS-BUILr DATE EXP. DATE SHEET INDEX SHEET TITLE SHEET NUMBER RECYCLED WATER/ TITLE SHEET CONSTRUCTION PLAN CONSTRUCTION PLAN ENLARGEMENTS CONSTRUCTION DETAILS IRRIGATION PLAN RECYCLED WATER PLAN IRRIGATION LEGEND & NOTES IRRIGATION DETAILS PLANTING PLAN PLANTING DETAILS & NOTES LANDSCAPE SPECIFICATIONS PROJECT SITE KEYMAP NOTE: FOR RECYCLED WATER IRRIGATION NOTES AND RECYCLED WATER RETROFIT OF EXISTING EQUIPMENT, REFER TO LANDSCAPE IRRIGATION NOTES SHEET 14. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D 1 2-5 6 7 8 -11 12 13 -14 15 -17 18 -21 22 23 -27 VICINITY MAP SCALE: NOT TO SCALE J () : ::;! '.Q : ,, 0 )> ;;o r (J) OJ I )> cO :oLE VIDA ,,_o '3 .__ m C z 0 ...., m 00 < "' c::, m .:l C APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD 11aHE2E7•8 1 PLANNING DIVISION . TENANT IMPROVEMENT PLANS FOR: PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE TITLE SHEET APPROVED PLA.NNING DWN BY LA PROJECT NO. CHKD BY __ R_S __ _ FIELD BY PC 12-18 "'1 . ,z,._\, -11- DA TE DRAWING NO. 475-3L .. N ..-- 0 ~ co za __J ~ ~ en ::> (/) ~ 0 __J <( z LL :), C ...J I I b TYP . <: I " ' ' ' ' T ' ' ' ' ' ' ' KEYMAP 0 ' ' ' ~ -------- FOR ENLARGE EN" OF THIS AREA, SEE SHEET 6 ' ' PALOMAR OAKS WAY -- 1949 --------------- PROPER Ir LINE, TYP. ~ ,,__..,.__P_,1 FOR 1939 DEMOLISH AND REMOVE (1) TREE DEMOLISH AND REMOVE (1) TREE ENLARG OF THIS AR EE SHEET /" < If'. >/ :, /· /. ;:f ,?157»{·:;'.:~ ·<.,, PALOMAR OAKS WAY A ~~¾ , W;· ~Jl'--~ , 0 0 10 20 40 I J ~ ', ; / :Wj;;J 0 ~;@ ;Rf# ·• ', --,¥f0 ~ f;<,, 0£,~I 60 '';: c1'M1 , @,;,,;;.,,/ P-'.1/0 ~ ,~] s'70 "%11 ~' ii )~ ;~j 'ff!:: ,ti] &F :1//~ SCALE AND NORTH -- 0 0 - .. 1!11 I I I I I I "' I-I w .. ~ I CJ) w I ~ --I --, w z -I :J ---! I I 0 I !;: I ~ I I I FOR ENLARGEMEN OF THIS AREA, SEE SHEET 6 ----...__ DEMOLISH AND REMOVE (1) TREE 1945 ,%_S18'•~~'-' ',,·'fil/; 1/f~x2f~!J%\~;9&Jh/ ,,<, ANnC!;'-,;,,,'. .~/,--/,','~-//_ ' X"/ % ,_;;,-z. /·l ':?~,),;,-_.;;,_, f½ ?;;, , /, ," 1/h X· ;;,:;'/, ,,_,..;,;,;; l1//2.f ._,,· /{,-:,·/-,;.)'_./}1 . 1/{/t"z;;f({fff>. .;/,cf;: .. / -~~1li :•-: Yf!Jii i;:ff: ;c., ,, '!ii' ':? ,jfc:'» • %%:J[fi5Y ¾' , • ,.,-:Ha _,:{:/{{:ff /2' ;:_c~r:~i¾i:\~,;:1'2fj1; ,;, x;>Y'(/:J[f:ff;;!' 1/;/ .. :/ v:W-·_ 1i?{%W}i%JR:,;);J?\t>0 PALOMAR OAKS WAY ------------I -------_________ __. I ----------- BOULDER SCHEDULE NOTE, ALL BOULDERS TD BE 'DESERT SELECT' BY KRC ROCK, (760) 744-1036. CONTRACTOR SHALL PROVIDE A SAMPLE FOR REVIEW AND APPROVAL BY L.A. PRIOR TD DELIVERY ON SITE. SYMBOL @)A 0B SIZE IL X W X H) 4' X4' X 3' 2'X2'X2' QTY. 21 13 -----------• GRADING & DRAINAGE NOTES A CROSS SLOPE OF SIDEWALK TD BE A MAXIMUM OF 2%. B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. I I I I I I ■ CONSTRUCTION LEGEND CD CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET 7. 0 CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET 7. @ CONSTRUCT SAWCUT SCORE JOINT PER DETAIL B, SHEET 7. © CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET 7. ® CONSTRUCT TOOLED SCORE JOINT PER DETAIL B, SHEET 7 . ® CONSTRUCT CONCRETE STEPS AND METAL HANDRAIL PER DETAIL D, SHEET 7. 0 FURNISH AND INSTALL TRUNCATED DOME, PER DETAIL E, SHEET 7. ® SANDBLAST EXISTING CONCRETE AND APPLY SEALER PER SPECIFICATIONS. ® FURNISH AND INSTALL PLANT CONTAINER PER MANUFACTURER'S SPECIFICATIONS. @ FURNISH AND INSTALL PRECAST CONCRETE BOLLARD PER MANUFACTURER'S SPECIFICATIONS. ® FURNISH AND INSTALL LANDSCAPE BOULDER PER DETAIL C, SHEET 7. @ FURNISH AND INSTALL BENCH PER MANUFACTURER'S SPECIFICATIONS. @ FURNISH AND INSTALL DINING TABLE PER MANUFACTURER'S SPECIFICATIONS. @ FURNISH AND INSTALL TRASH RECEPTACLE PER MANUFACTURER'S SPECIFICATIONS. @ FURNISH AND INSTALL ASH URN PER MANUFACTURER'S SPECIFICATIONS. @ SANDBLAST EXISTING CONCRETE PLANTER WALLS AND APPLY SEALER PER SPECIFICATIONS. BID ALTERNATE, PROVIDE 'ARDEX CD FINE CONCRETE DRESSING', CDLDR: GRAY DN EXISTING CONCRETE PLANTER WALLS. APPLY PER MANUFACTURER'S SPECIFICATIONS. THE FOLLOWING ITEMS ARE FDR REFERENCE ONLY: © EXISTING ASPHALT PAVING TD BE PROTECTED IN PLACE. @ EXISTING CONCRETE PAVING TO BE PROTECTED IN PLACE. © EXISTING CONCRETE CURB TD BE PROTECTED IN PLACE. @ EXISTING CONCRETE RETAINING WALL TD BE PROTECTED IN PLACE. ® EXISTING STAIRS AND HANDRAILS TD BE PROTECTED IN PLACE. © EXISTING CONCRETE MOWCURB AND COBBLE MAINTENANCE BAND TO BE PROTECTED IN PLACE. @ EXISTING UTILITY TO BE PROTECTED IN PLACE. ® EXISTING FIRE HYDRANT TO BE PROTECTED IN PLACE. 0 EXISTING LIGHT FIXTURE TO BE PROTECTED IN PLACE. 0 EXISTING TRASH ENCLOSURE TD BE PROTECTED IN PLACE. ® NEW PROJECT SIGNAGE BY OTHERS. NOTE: ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE A SEPARATE PERMIT UNDER THE CITY OF CARLSBAD SIGNAGE REVIEW PROCESS. © POROUS PAVERS PER CIVIL ENGINEER'S SHEETS. @ PARKING LOT STRIPING PER CIVIL ENGINEER'S SHEETS. ® CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. @ HANDICAP ACCESSIBLE RAMP PER CIVIL ENGINEER'S SHEETS. ® HANDICAP PARKING SIGN PER CIVIL ENGINEER'S SHEETS. COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION MANUFACTURER COLOR I FINISH I MODEL PAVING: E!] CONCRETE PAVING NATURAL GRAY I AND STEPS LIGHT WASH #05 ~ CONCRETE PAVING NATURAL GRAY I MEDIUM WASH #25 ADD AL TERNA TE #1, INTERLOCKING ACKER-STONE CDLDR BLEND: 'CHARCOAL' CONCRETE PAVERS (951)674-0047 & 'PEWTER' I STANDARD FINISH/ 'CDMBD CLASSIC' COMMENTS FINISH TD BE GRACE TOP-CAST' SURFACE RETARDER #05 FINISH TD BE GRACE TOP-CAST' SURFACE RETARDER #25 INSTALL PER DETAIL F, SHEET 7 NOTE: CONTRACTOR SHALL PREPARE 4' SQ. SAMPLE DF ALL PAVING FINISHES, PER SPECIFICATIONS, FOR REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT PRIOR TD INSTALLATION. SITE FURNISHINGS, TABLE WI CHAIRS ls21 BENCH § TRASH RECEPTACLE 0 ~ ASH RECEPTACLE 0 ~ BOLLARD □ lsel PLANT coNTAINER CREATIVE PIPE (800) 644-8467 'PIAZZA', METALLIC SILVER, MODEL# PXPTB-WC-PS-4-F-P CREATIVE PIPE 'TRITON', METALLIC (800) 644-8467 SILVER, MODEL# TTBB-RB-6-SM-P-2 (QTY=6} TTBB-RB-4-SM-P-2 (QTY=1} CREATIVE PIPE (800) 644-8467 CREATIVE PIPE (800) 644-8467 QUICKCRETE (866} 703-3434 OLD TOWN FIBERGLASS (714) 633-3732 'RETRDPOLITAN', METALLIC SILVER #RTR-ESS-36-FS-P-L T-H 'PILLAR', METALLIC SILVER, MODEL# PCT-4.5-41-F-P MODEL #QR-30-SP COLOR #C1-NAT. GRAY FINISH #T7-ACID ETCH 'CARDIFF', MED. GRAY, MATTE FINISH, MODEL #CF3636-18-M STEEL WI POWDER COAT FINISH QUANTITY= 6 STEEL W/ POWDER COAT FINISH QUANTITY= 6-6' BENCHES 11-4' BENCH STEEL W/ POWDER COAT FINISH QUANTITY= 2 STEEL W/ POWDER COAT FINISH QUANTITY= 3 CONCRETE SPHERE QUANTITY= 6 FIBERGLASS W/ MATTE FINISH QUANTITY= 5 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD I I 8HE2E7TS I PLANNING DIVISION . TENANT IMPROVEMENT PLANS FOR: R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com L.A. EXP. REVIEWED BY: INSPECTOR DATE DATE BY DESCRIPTION DATE REVISIONS APP'D PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE CONSTRUCTION PLAN APPROVED . ( • 11-/1;~ I Cr E:\l-v>JL "1-"t<t-l'l- PLANNING DATE OWN BY _ ___.=,LA-'--- CHKD BY_'--Rc:.S __ FIELD BY PROJECT NO. PC 12-18 DRAWING NO. 475-3L N ~ 0 ~ £:I (D ....J ~ ~ Ill ::> (j) ~ 0 ....J <( z LL I I I I I N I-I :±l • I I (/) I :±J I (I) I ' I w z _J I u I- <( ~ - 0 DEMOLISH AND REMOVE ( 1) TR£< - 1945 PALOMAR OAKS WAY -- L SHEET6 -%-;,f✓, .// /r A'· . .,, i¾f;f:f!:flf?;" llll ~ .:!-? ·ef?· ' ' Y,//, 7)½... . .. •.• '//,/,{ . , ( __ .,.,,; )½-;:; ~~ ~--. /(, .f· - LOIJ LOIJ ALIGN W/ BLDG. CORNER LO PROPERTY LIN£, TYP. DEMOLISH AND REMOVE (1) TREE 1949 PALOMAR OAKS WAY / 1/, / ✓-/ 0 / F~~'.'"_L._--_--_~-,=..J~ Wfff ,_{ _.,,. _,,,. LD\J L '_///,/ ,,/A _,,,,,.,,,,....,...,. I -:------- •-I L_ ---- ~ ---1 ---------- 1 I I I I I I I I I KEYMAP ----,-✓ ~ / ------------~ - ------ L ___ J -✓ --/ 0 / / / / -✓ / / / / / .,,.,,..,,,..,....... ~ / -------- 10 20 40 60 SCALE AND NORTH -- LOIJ---1 ----1 P1 3' SQUARE, EQUALLY SPACED, TYP. ----- PA \ \ \ \ \ \ \ \ \ \ ) I ---1-+----- I I I --- 0 I ------------------- \ I __________ _l\_ ---------------- I ------- PROPERTY LIN£, TYP. \ I I \ \ BOULDER SCHEDULE GRADING & DRAINAGE NOTES \ \ NOTE: ALL BOULDERS TO BE 'DESERT SELECT' BY KRC ROCK. (760) 744-1036. A CROSS SLOPE OF SIDEWALK TO BE A MAXIMUM OF 2%. CONTRACTOR SHALL PROVIDE A SAMPLE FOR REVIEW AND APPROVAL BY LA PRIOR TO DELIVERY ON SITE. SYMBOL SIZE (L X W X H) 4' X4' X 3' 2' X 2' X 2' QTY. 21 13 B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. CONSTRUCTION LEGEND 0 CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET 7. @ CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET 7. ® CONSTRUCT SAWCUT SCORE JOINT PER DETAIL B, SHEET 7. © CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET 7. ® CONSTRUCT TOOLED SCORE JOINT PER DETAIL B. SHEET 7. © CONSTRUCT CONCRETE STEPS AND METAL HANDRAIL PER DETAIL D, SHEET 7. 0 FURNISH AND INSTALL TRUNCATED DOME, PER DETAIL E, SHEET 7. ® SANDBLAST EXISTING CONCRETE AND APPLY SEALER PER SPECIFICATIONS. ® FURNISH AND INSTALL PLANT CONTAINER PER MANUFACTURER'S SPECIFICATIONS. @ FURNISH AND INSTALL PRECAST CONCRETE BOLLARD PER MANUFACTURER'S SPECIFICATIONS. ® FURNISH AND INSTALL LANDSCAPE BOULDER PER DETAIL C, SHEET 7. @ FURNISH AND INSTALL BENCH PER MANUFACTURER'S SPECIFICATIONS. @ FURNISH AND INSTALL DINING TABLE PER MANUFACTURER'S SPECIFICATIONS. @ FURNISH AND INSTALL TRASH RECEPTACLE PER MANUFACTURER'S SPECIFICATIONS. @ FURNISH AND INSTALL ASH URN PER MANUFACTURER'S SPECIFICATIONS. @ SANDBLAST EXISTING CONCRETE PLANTER WALLS AND APPLY SEALER PER SPECIFICATIONS. BID ALTERNATE: PROVIDE 'ARDEX CD FINE CONCRETE DRESSING', COLOR: GRAY ON EXISTING CONCRETE PLANTER WALLS. APPLY PER MANUFACTURER'S SPECIFICATIONS. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: @ EXISTING ASPHALT PAVING TO BE PROTECTED IN PLACE. ® EXISTING CONCRETE PAVING TO BE PROTECTED IN PLACE. © EXISTING CONCRETE CURB TO BE PROTECTED IN PLACE. @ EXISTING CONCRETE RETAINING WALL TO BE PROTECTED IN PLACE. ® EXISTING STAIRS AND HANDRAILS TO BE PROTECTED IN PLACE. © EXISTING CONCRETE MOWCURB AND COBBLE MAINTENANCE BAND TO BE PROTECTED IN PLACE. © EXISTING UTILITY TO BE PROTECTED IN PLACE. ® EXISTING FIRE HYDRANT TO BE PROTECTED IN PLACE. 0 EXISTING LIGHT FIXTURE TO BE PROTECTED IN PLACE. 0 EXISTING TRASH ENCLOSURE TO BE PROTECTED IN PLACE. ® NEW PROJECT SIGNAGE BY OTHERS. NOTE: ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE A SEPARATE PERMIT UNDER THE CITY OF CARLSBAD SIGNAGE REVIEW PROCESS. © POROUS PAVERS PER CIVIL ENGINEER'S SHEETS. @ PARKING LOT STRIPING PER CIVIL ENGINEER'S SHEETS. ® CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. @ HANDICAP ACCESSIBLE RAMP PER CIVIL ENGINEER'S SHEETS. ® HANDICAP PARKING SIGN PER CIVIL ENGINEER'S SHEETS. COLOR AND FINISH SCHEDULE SYMBOL PAVING: r··1·111!til 1.··.·.· .. · .. ·.·.·.·.1 ········•·· ............... ............... ...... ,., ..... . ............ , .. KEY DESCRIPTION CONCRETE PAVING AND STEPS CONCRETE PAVING ADD AL TERNA TE #1: MANUFACTURER COLOR/ FINISH/ MODEL NATURAL GRAY/ LIGHT WASH #05 NATURAL GRAY/ MEDIUM WASH #25 COMMENTS FINISH TO BE GRACE 'TOP-CAST' SURFACE RETARDER #05 FINISH TO BE GRACE 'TOP-CAST' SURFACE RETARDER #25 INTERLOCKING ACKER-STONE COLOR BLEND: 'CHARCOAL' INSTALL PER DETAIL F. SHEET 7 CONCRETE PAVERS (951) 674-0047 & 'PEWTER'/ STANDARD FINISH/ 'COMBO CLASSIC' NOTE: CONTRACTOR SHALL PREPARE 4' SQ. SAMPLE OF ALL PAVING FINISHES. PER SPECIFICATIONS, FOR REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SITE FURNISHINGS: TABLE W/ CHAIRS 1s21 BENCH §] TRASH RECEPTACLE 0 §1 ASH RECEPTACLE 0 § BOLLARD □ 1s61 PLANT CONTAINER CREATIVE PIPE (800) 644-8467 'PIAZZA', METALLIC SILVER, MODEL# PXPTB-WC-PS-4-F-P CREATIVE PIPE 'TRITON'. METALLIC (800) 644-8467 SILVER, MODEL# TTBB-RB-6-SM-P-2 (QTY=6) TTBB-RB-4-SM-P-2 (QTY= 1) CREATIVE PIPE (800) 644-8467 CREATIVE PIPE (800) 644-8467 QUICKCRETE (866) 703-3434 OLD TOWN FIBERGLASS (714) 633-3732 'RETROPOLITAN', METALLIC SILVER #RTR-ESS-36-FS-P-L T-H 'PILLAR', METALLIC SILVER. MODEL# PCT-4.5-41-F-P MODEL #QR-30-SP COLOR #C1-NAT. GRAY FINISH #Tl-ACID ETCH 'CARDIFF', MED. GRAY. MATTE FINISH, MODEL #CF3636-18-M STEEL W/ POWDER COAT FINISH QUANTITY= 6 STEEL W/ POWDER COAT FINISH QUANTITY= 6-6' BENCHES/ 1-4' BENCH STEEL W/ POWDER COAT FINISH QUANTITY= 2 STEEL W/ POWDER COAT FINISH QUANTITY= 3 CONCRETE SPHERE QUANTITY= 6 FIBERGLASS W/ MATTE FINISH QUANTITY= 5 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD I I SHEETS I PLANNINQ DIVISION 27 TENANT IMPROVEMENT PLANS FOR: DATE RI D G E LA. EXP. LANDSCAPE ARCHITECTS 8841 Research Drive REVIEWED BY: Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com INSPECTOR DATE DATE BY DESCRIPTION APP'D REVISIONS PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE CONSTRUCTION PLAN APPROVED PLANNING DWN BY LA CHKO BY __ R_S __ FIELD BY PROJECT NO. PC 12-18 1-z.+· /,Z.. DATE DRAWING NO. 475-3L N ~ 0 r::! co r::! (!) _J <{ I-I- ~ a:i ::::> (/) >-f- 0 _J <{ z u.. -------- / y X 5 ------- 0 FOR ENLARGEMENT OF THIS AREA, SEE 0 -----------,, SHEET6 ----' --.. t)~· ----S:,~~ ....... __ ---i11Cf - :fi/·'· :~:;' ./ / ½/:!) , ,,..,fY,;;/~;-',U:,, J/4.·~/~ .. ?".ii .. :, .ff'.' ;i/:-,;' /i@f(}/ 0 PROPERTY LINE, TYP. 0 ,,. W:0-?.: ?d!fl!:Jfl'-/;J):f!jff//Jffir;;JJ~ :f.JP.',o}?,:f@,;.;:J'/JfifJ;/:· ;,;/1/,,:;:<:·--~;:.··;,-•;,// '/~"¼ ·-~§tff%fff''/ ///4,:_;;~ Uii:J·C:,)<,f~~J{f;X- 0 1959 PALOMAR OAKS WI\Y -_PALOMAR OAKS WAY 1945 ' ' ', ',, ' ' ', ' ' ' TURF ', ' KEYMAP 0 10 20 40 □ ' r, c ', ,c 0 PROPERTY LINE, TYP. / ., . ' v 1/ .:,;::Y" +-. 60 SCALE AND NORTH ', ' ' ' ' ' ' ', ' ' 0 -.................... .. ~ ' ' --'-----' ' ' ' /00 / ,,,(v~ /<::>~" /4_~0 ~~~ BOULDER SCHEDULE NOTE: ALL BOULDERS TO BE 'DESERT SELECT' BY KRC ROCK, (760) 744-1036. CONTRACTOR SHALL PROVIDE A SAMPLE FOR REVIEW AND APPROVAL BY LA PRIOR TO DELIVERY ON SITE. SYMBOL ~A 08 SIZE (L X W X H) 4' X 4' X 3' 2' X 2' X 2' QTY. 21 13 ! ref RI D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 3871323 www.ridgela.com ' ' ' GRADING & DRAINAGE NOTES A CROSS SLOPE OF SIDEWALK TO BE A MAXIMUM OF 2%. B. SLOPE ALL HARDS CAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. "AS-BUILr DATE L.A. EXP. REVIEWED BY: INSPECTOR DATE CONSTRUCTION LEGEND G) CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET 7 . ® CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET 7. @ CONSTRUCT SAWCUT SCORE JOINT PER DETAIL B, SHEET 7. © CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET 7. ® CONSTRUCT TOOLED SCORE JOINT PER DETAIL B, SHEET 7. © CONSTRUCT CONCRETE STEPS AND METAL HANDRAIL PER DETAIL D, SHEET 7. (j) FURNISH AND INSTALL TRUNCATED DOME, PER DETAIL E, SHEET 7. © SANDBLAST EXISTING CONCRETE AND APPLY SEALER PER SPECIFICATIONS. ® FURNISH AND INSTALL PLANT CONTAINER PER MANUFACTURER'S SPECIFICATIONS. @ FURNISH AND INSTALL PRECAST CONCRETE BOLLARD PER MANUFACTURER'S SPECIFICATIONS. ® FURNISH AND INSTALL LANDSCAPE BOULDER PER DETAIL C, SHEET 7. ® FURNISH AND INSTALL BENCH PER MANUFACTURER'S SPECIFICATIONS. @ FURNISH AND INSTALL DINING TABLE PER MANUFACTURER'S SPECIFICATIONS. @ FURNISH AND INSTALL TRASH RECEPTACLE PER MANUFACTURER'S SPECIFICATIONS. @ FURNISH AND INSTALL ASH URN PER MANUFACTURER'S SPECIFICATIONS. @ SANDBLAST EXISTING CONCRETE PLANTER WALLS AND APPLY SEALER PER SPECIFICATIONS. BID ALTERNATE: PROVIDE 'ARDEX CD FINE CONCRETE DRESSING', COLOR: GRAY ON EXISTING CONCRETE PLANTER WALLS. APPLY PER MANUFACTURER'S SPECIFICATIONS. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: @ EXISTING ASPHALT PAVING TO BE PROTECTED IN PLACE. ® EXISTING CONCRETE PAVING TO BE PROTECTED IN PLACE. © EXISTING CONCRETE CURB TO BE PROTECTED IN PLACE. @ EXISTING CONCRETE RETAINING WALL TO BE PROTECTED IN PLACE. ® EXISTING STAIRS AND HANDRAILS TO BE PROTECTED IN PLACE. © EXISTING CONCRETE MOWCURB AND COBBLE MAINTENANCE BAND TO BE PROTECTED IN PLACE. @ EXISTING UTILITY TO BE PROTECTED IN PLACE. @ EXISTING FIRE HYDRANT TO BE PROTECTED IN PLACE. 0 EXISTING LIGHT FIXTURE TO BE PROTECTED IN PLACE. 0 EXISTING TRASH ENCLOSURE TO BE PROTECTED IN PLACE. ® NEW PROJECT SIGNAGE BY OTHERS. NOTE: ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE A SEPARATE PERMIT UNDER THE CITY OF CARLSBAD SIGNAGE REVIEW PROCESS. © POROUS PAVERS PER CIVIL ENGINEER'S SHEETS. @ PARKING LOT STRIPING PER CIVIL ENGINEER'S SHEETS. ® CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. @ HANDICAP ACCESSIBLE RAMP PER CIVIL ENGINEER'S SHEETS. ® HANDICAP PARKING SIGN PER CIVIL ENGINEER'S SHEETS. COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION MANUFACTURER COLOR I FINISH I MODEL COMMENTS PAVING: 1i:;1;·1~::l F . l CONCRETE PAVING AND STEPS CONCRETE PAVING ADD ALTERNATE #1: INTERLOCKING ACKER-STONE CONCRETE PAVERS (951) 674-0047 NATURAL GRAY/ LIGHT WASH #05 NATURAL GRAY I MEDIUM WASH #25 FINISH TO BE GRACE 'TOP-CAST' SURFACE RETARDER #05 FINISH TO BE GRACE 'TOP-CAST' SURFACE RETARDER #25 COLOR BLEND: 'CHARCOAL' INSTALL PER DETAIL F, SHEET 7 & 'PEWTER' I STANDARD FINISH I 'COMBO CLASSIC' NOTE: CONTRACTOR SHALL PREPARE 4' SQ. SAMPLE OF ALL PAVING FINISHES, PER SPECIFICATIONS, FOR REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SITE FURNISHINGS: TABLE WI CHAIRS -ls2I BENCH § TRASH RECEPTACLE 0 ~ ASH RECEPTACLE 0 ~ BOLLARD □ ls 61 PLANT CONTAINER CREATIVE PIPE (800) 644-8467 CREATIVE PIPE (800) 644-8467 CREATIVE PIPE (800) 644-8467 CREATIVE PIPE (800) 644-8467 OUICKCRETE (866) 703-3434 OLD TOWN FIBERGLASS (714) 633-3732 'PIAZZA', METALLIC SILVER, MODEL# PXPTB-WC-PS-4-F-P TRITON', METALLIC SILVER, MODEL# TTBB-RB-6-SM-P-2 (QTY=6) TTBB-RB-4-SM-P-2 (QTY=1) 'RETROPOLITAN', METALLIC SILVER #RTR-ESS-36-FS-P-L T-H 'PILLAR', METALLIC SILVER, MODEL# PCT-4.5-41-F-P MODEL #QR-30-SP COLOR #C1-NAT. GRAY FINISH #Tl-ACID ETCH 'CARDIFF', MED. GRAY, MATTE FINISH, MODEL #CF3636-18-M STEEL WI POWDER COAT FINISH QUANTITY= 6 STEEL W/ POWDER COAT FINISH QUANTITY= 6-6' BENCHES/ 1-4' BENCH STEEL W/ POWDER COAT FINISH QUANTITY= 2 STEEL W/ POWDER COAT FINISH QUANTITY= 3 CONCRETE SPHERE QUANTITY= 6 FIBERGLASS W/ MATTE FINISH QUANTITY= 5 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 1 •H4EET 11 CITY OF CARLSBAD 11 SHE2E7TS I _ PLANNING DIVISION _ TENANT IMPROVEMENT PLANS FOR: DATE BY DESCRIPTION APP'D REVISIONS PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE CONSTRUCTION PLAN APPROVED PLANNING DWN BY_~LA~-- CHKD BY_.:cR.=.S __ FIELD BY PROJECT NO. PC 12-18 1--t,..\--1~ DATE DRAWING NO. 475-3L _J ~ ~ en ::) (f) >-f- 0 _J <( z u. 01 ---~',IA~°' ---0 PA --------- -------- \ -- ' ' \ ' ' \ ' ' \ ' ' PA \ ' ' \ ' ' \__ ---- 8 --- "' ---- PA DEMOLISH AND REMOVE -1f---- (2) TREES --==::::-~--- PA -- PROPERTY ___,-,I\ LINE, TYP. \ \ I I I ' ' I I I I .,,. .,,. .,,. .,,. - ROP LNE, PA I I I I I I/ .---------,/.,,..,,. -_PALOMAR OAKS WAY 1945 KEYMAP 0 10 20 40 60 SCALE AND NORTH I TY P. I I I I I PA PA P1 1 6349 PASEO DEL LAGO 6 :.l DEMOLISH AND \ REMOVE (1) TREE 6 G .,-' :.l \ (R) I DEMOLISH AND REMOVE (1) TR 15' ~ 101<M of<AIN £5MN1- \ \ \ \ I \ \ \ \ \ DEMOLISH AND REMOVE \ \ I I ~ (1) TREE ..J\ (R) ,,.- \ / / I ,,. ,,. \fl I \ I I I ~~/,,-~-,,,',;. / / -Z.':z'" .,,.,.,..,,,,, ,,--: ..-\ / ""------'C ,,-' / / / / / / / <~-----~~ / ,,.,,.,,.,,. v-._i.O'w ~ ,, ,,-,, / / / / / / t ,,-,,- I I 0 I I I / t / ,,- / / PA .,,. .,,. .,,. .,,. / / / / / / / / / ·,,- \ I \ I I \ \PA \ \ I I \ I I I ) / I .,,. I .,,. ( BOULDER SCHEDULE NOTE: ALL BOULDERS TO BE 'DESERT SELECT' BY KRC ROCK, (760) 744-1036. CONTRACTOR SHALL PROVIDE A SAMPLE FOR REVIEW AND APPROVAL BY LA PRIOR TO DELIVERY ON SITE. SYMBOL SIZE (L X W X H) 4' X4' X 3' 2'X2' X2' QTY. 21 13 RI D G E LANDSCAPE ARCHITECTS GRADING & DRAINAGE NOTES A CROSS SLOPE OF SIDEWALK TO BE A MAXIMUM OF 2%. B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS "AS-BUILr DATE L.A. EXP. 8841 Research Drive REVIEWED BY: Suite 200 Irvine, CA 92618 Tel 949 3871323 www.ridgela.com INSPECTOR DATE CONSTRUCTION LEGEND G) CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET 7. 0 CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET 7. 0 CONSTRUCT SAWCUT SCORE JOINT PER DETAIL B, SHEET 7. © CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET 7. ® CONSTRUCT TOOLED SCORE JOINT PER DETAIL B, SHEET 7. ® CONSTRUCT CONCRETE STEPS AND METAL HANDRAIL PER DETAIL D, SHEET 7. 0 FURNISH AND INSTALL TRUNCATED DOME, PER DETAIL E, SHEET 7. © SANDBLAST EXISTING CONCRETE AND APPLY SEALER PER SPECIFICATIONS. ® FURNISH AND INSTALL PLANT CONTAINER PER MANUFACTURER'S SPECIFICATIONS. @ FURNISH AND INSTALL PRECAST CONCRETE BOLLARD PER MANUFACTURER'S SPECIFICATIONS . @ FURNISH AND INSTALL LANDSCAPE BOULDER PER DETAIL C, SHEET 7. @ FURNISH AND INSTALL BENCH PER MANUFACTURER'S SPECIFICATIONS. @ FURNISH AND INSTALL DINING TABLE PER MANUFACTURER'S SPECIFICATIONS. @ FURNISH AND INSTALL TRASH RECEPTACLE PER MANUFACTURER'S SPECIFICATIONS. @ FURNISH AND INSTALL ASH URN PER MANUFACTURER'S SPECIFICATIONS. @) SANDBLAST EXISTING CONCRETE PLANTER WALLS AND APPLY SEALER PER SPECIFICATIONS. BID ALTERNATE: PROVIDE 'ARD EX CD FINE CONCRETE DRESSING', COLOR: GRAY ON EXISTING CONCRETE PLANTER WALLS. APPLY PER MANUFACTURER'S SPECIFICATIONS. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: @ EXISTING ASPHALT PAVING TO BE PROTECTED IN PLACE. ® EXISTING CONCRETE PAVING TO BE PROTECTED IN PLACE. © EXISTING CONCRETE CURB TO BE PROTECTED IN PLACE. @ EXISTING CONCRETE RETAINING WALL TO BE PROTECTED IN PLACE. ® EXISTING STAIRS AND HANDRAILS TO BE PROTECTED IN PLACE. © EXISTING CONCRETE MOWCURB AND COBBLE MAINTENANCE BAND TO BE PROTECTED IN PLACE. @ EXISTING UTILITY TO BE PROTECTED IN PLACE. ® EXISTING FIRE HYDRANT TO BE PROTECTED IN PLACE. 0 EXISTING LIGHT FIXTURE TO BE PROTECTED IN PLACE. (D EXISTING TRASH ENCLOSURE TO BE PROTECTED IN PLACE. ® NEW PROJECT SIGNAGE BY OTHERS. NOTE: ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE A SEPARATE PERMIT UNDER THE CITY OF CARLSBAD SIGNAGE REVIEW PROCESS. © POROUS PAVERS PER CIVIL ENGINEER'S SHEETS. ® PARKING LOT STRIPING PER CIVIL ENGINEER'S SHEETS. ® CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. @ HANDICAP ACCESSIBLE RAMP PER CIVIL ENGINEER'S SHEETS. ® HANDICAP PARKING SIGN PER CIVIL ENGINEER'S SHEETS. COLOR AND FINISH SCHEDULE SYMBOL KEY PAVING: lcc:::::::::::::::cccc:'I I I ., .......... . .. . ........ .. .. ··········-.. .. ....... .. .. ··········-.. . ......... . DESCRIPTION CONCRETE PAVING AND STEPS CONCRETE PAVING ADD AL TERNA TE #1 MANUFACTURER COLOR/ FINISH/ MODEL NATURAL GRAY/ LIGHT WASH #05 NATURAL GRAY/ MEDIUM WASH #25 COMMENTS FINISH TO BE GRACE 'TOP-CAST' SURFACE RETARDER #05 FINISH TO BE GRACE TOP-CAST' SURFACE RETARDER #25 INTERLOCKING ACKER-STONE COLOR BLEND: 'CHARCOAL' INSTALL PER DETAIL F, SHEET 7 CONCRETE PAVERS (951) 674-0047 & 'PEWTER' I STAN DARO FINISH/ 'COMBO CLASSIC' NOTE: CONTRACTOR SHALL PREPARE 4' SQ. SAMPLE OF ALL PAVING FINISHES, PER SPECIFICATIONS, FOR REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SITE FURNISHINGS.· ~ TABLE WI CHAIRS -1s21 BENCH §I TRASH RECEPTACLE 0 ~ ASH RECEPTACLE 0 ~ BOLLARD □ jsGj PLANT CONTAINER CREATIVE PIPE (800) 644-8467 'PIAZZA', METALLIC SILVER, MODEL# PXPTB-WC-PS-4-F-P CREATIVE PIPE 'TRITON', METALLIC (800) 644-8467 SILVER, MODEL# TTBB-RB-6-SM-P-2 (QTY=6) TTBB-RB-4-SM-P-2 (QTY=1) CREATIVE PIPE (800) 644-8467 CREATIVE PIPE (800) 644-8467 QUICKCRETE (866) 703-3434 OLD TOWN FIBERGLASS (714) 633-3732 'RETROPOLITAN', METALLIC SILVER #RTR-ESS-36-FS-P-L T-H 'PILLAR', METALLIC SILVER, MODEL# PCT-4.5-41-F-P MODEL #QR-30-SP COLOR #C1-NAT. GRAY FINISH #Tl-ACID ETCH 'CARDIFF', MED. GRAY, MATTE FINISH, MODEL #CF3636-18-M STEEL WI POWDER COAT FINISH QUANTITY= 6 STEEL WI POWDER COAT FINISH QUANTITY= 6-6' BENCHES/ 1-4' BENCH STEEL W/ POWDER COAT FINISH QUANTITY= 2 STEEL WI POWDER COAT FINISH QUANTITY= 3 CONCRETE SPHERE QUANTITY= 6 FIBERGLASS W/ MATTE FINISH QUANTITY= 5 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 1 SH:ET II CITY OF CARLSBAD 118HE~T8 I PLANNING DIVISION TENANT IMPROVEMENT PLANS FOR: PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE CONSTRUCTION PLAN APPROVED ,~/J.l l,r. fdl_pir 1-'Z.4-it,, PLANNING DATE DATE BY DESCRIPTION REVISIONS OWN BY LA PROJECT NO. DRAWING NO. APP'D CHKO BY RS FIELD BY PC 12-18 475-3L N ,,... 0 ~ co ~ _J ~ ~ (I) ::> Cf) ~ 0 _J ~ z LJ.. CONSTRUCTION LEGEND CD CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET 7. ® CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET 7. @ CONSTRUCT SAWCUT SCORE JOINT PER DETAIL B, SHEET 7. 0 CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET 7. ® CONSTRUCT TOOLED SCORE JOINT PER DETAIL B, SHEET 7. ® CONSTRUCT CONCRETE STEPS AND METAL HANDRAIL PER DETAIL D, SHEET 7. 0 FURNISH AND INSTALL TRUNCATED DOME, PER DETAIL E, SHEET 7. ® SANDBLAST EXISTING CONCRETE AND APPLY SEALER PER SPECIFICATIONS. ® FURNISH AND INSTALL PLANT CONTAINER PER MANUFACTURER'S SPECIFICATIONS. ® FURNISH AND INSTALL PRECAST CONCRETE BOLLARD PER MANUFACTURER'S SPECIFICATIONS. ® FURNISH AND INSTALL LANDSCAPE BOULDER PER DETAIL C, SHEET 7. @ FURNISH AND INSTALL BENCH PER MANUFACTURER'S SPECIFICATIONS. @ FURNISH AND INSTALL DINING TABLE PER MANUFACTURER'S SPECIFICATIONS. @ FURNISH AND INSTALL TRASH RECEPTACLE PER MANUFACTURER'S SPECIFICATIONS. @ FURNISH AND INSTALL ASH URN PER MANUFACTURER'S SPECIFICATIONS. @ SANDBLAST EXISTING CONCRETE PLANTER WALLS AND APPLY SEALER PER SPECIFICATIONS. BID ALTERNATE: PROVIDE 'ARDEX CD FINE CONCRETE DRESSING', COLOR: GRAY ON EXISTING CONCRETE PLANTER WALLS. APPLY PER MANUFACTURER'S SPECIFICATIONS. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY : @ EXISTING ASPHALT PAVING TO BE PROTECTED IN PLACE. ® EXISTING CONCRETE PAVING TO BE PROTECTED IN PLACE. © EXISTING CONCRETE CURB TO BE PROTECTED IN PLACE. @ EXISTING CONCRETE RETAINING WALL TO BE PROTECTED IN PLACE. © EXISTING STAIRS AND HANDRAILS TO BE PROTECTED IN PLACE. ® EXISTING CONCRETE MOWCURB AND COBBLE MAINTENANCE BAND TO BE PROTECTED IN PLACE. @ EXISTING UTILITY TO BE PROTECTED IN PLACE. @ EXISTING FIRE HYDRANT TO BE PROTECTED IN PLACE. 0 EXISTING LIGHT FIXTURE TO BE PROTECTED IN PLACE. G) EXISTING TRASH ENCLOSURE TO BE PROTECTED IN PLACE. l ® NEW PROJECT SIGNAGE BY OTHERS. NOTE: ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE A SEPARATE PERMIT UNDER THE CITY OF CARLSBAD SIGNAGE REVIEW PROCESS. © POROUS PAVERS PER CIVIL ENGINEER'S SHEETS. @ PARKING LOT STRIPING PER CIVIL ENGINEER'S SHEETS. @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. @ HANDICAP ACCESSIBLE RAMP PER CIVIL ENGINEER'S SHEETS. ® HANDICAP PARKING SIGN PER CIVIL ENGINEER'S SHEETS. FOR COLOR AND FINISH SCHEDULE, BOULDER SCHEDULE, AND SITE FURNISHINGS, SEE SHEET 2. PA P1 1 c ,==1 3' SQUA'it? EQUALLY SPACED, 7YP. ,,,---,6 P1 Q 1 P1 1939 PALOMAR OAKS WAY ENTRY ENLARGEMENT PA DEMOLISH AND REMOVE (1) TREE 1 P1 . " ... .. . . .. ·.::: ..... : ............... : .. : """W.':.' ···:::.·:.·' ALIGN W/ CORNER OF WINDOW PA 'l 1945 PALOMAR OAKS WAY ENTRY ENLARGEMENT CENTER BOLLARD ON SCORE LINE, TYP. ----cl:" DEMOLISH AND TREE FERN, TYP. TURF _PALOMAR OAKS WAY (HATCHED AREA) DEMOLISH AND REMOVE (1) TREE·--=:,,-c._~- '----DEMOLISH AND REMOVE TREE FERN, TYP. 0 1959 PALOMAR OAKS WAY -MAIN ENTRY ENLARGEMENT TURF 0 ALIGN EDGE OF PAVING WITH WINDOW MULLION S2 12J--H-- S4 15r-,--+1.._ PA TYP. 0 PA ~,........,,..._ P1 1 PA tJ A 8' PA 14 S3 PA "" • !>:) 11 DEMOLISH AND REMOVE (1) TREE TYP. DEMOLISH AND REMOVE BIRD OF PARADISE, TYP. DEMOLISH AND REMOVE (1) TREE _.If----{ 1 P 1 1939 / 1945 PALOMAR OAKS WAY PATIO ENLARGEMENT PA 4' 0 ~ B(g B~A QA P1 1 PA I I ++ PA (R) PA 0 14 S3 0 PA (R) £MOL/SH AND REMOVE (1) TREE ------POINT OF BEGINNING FOR EAST-WEST SAWCUT GRID TYP. DEMOLISH AND REMOVE (5) PYRUS TREES DEMOLISH AND REMOVE BIRD OF PARADISE, TYP. 1945 / 1949 PALOMAR OAKS WAY PATIO ENLARGEMENT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. N .,- 0 ,-------------"l""-------------------.-----------------'P"'"----------------------"""'I~--~:"!'!!-------------~:'!""--~~ I SH6EET 11 CITY OF CARLSBAD I I 8HE2E7T8 I N KEYMAP 0 5 10 20 30 R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 3871323 www.riclgela.com "AS-BUILr DATE L.A. ______ EXP. REVIEWED BY: INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. l--+--+-----------------t------1 DATE BY DESCRIPTION APP'D REVISIONS . PLANNING DIVISION . CD TENANT IMPROVEMENT PLANS FOR: PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE CONSTRUCTION PLAN ENLARGEMENTS APPROVED ( /1.i Lr· ~l-0it PLANNING DWN BY_~L~A~_ CHKD BY __ R_S __ FIELD BY PROJECT NO. PC 12-18 1 · z.±, 1-i. DATE DRAWING NO. 475-3L CONSTRUCTION NOTES A. VISIT THE SITE PRIOR TO SUBMITTING BIDS. B. SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND BE COMPLETELY AWARE OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL. C. VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. D. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, WALLS, ETC. AT NO ADDITIONAL COST TO THE OWNER. E VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. F. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. G. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. H. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE, AMERICANS WITH DISABILITIES ACT OF 1991, AND WITH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. I. LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC., ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. J. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL ENGINEER'S REPORT WITH REGARD TO BASE PREPARATION AND FOOTING REQUIREMENTS. NOTIFY THE OWNER IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS DIFFER FROM DRAWINGS. THE SOILS REPORT RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS, SHALL TAKE PRECEDENCE. K. BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING AND/ OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. L. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE. FINAL LOCATION TO BE VERIFIED BY LANDSCAPE ARCHITECT ON SITE. M. DO NOT SCALE DRAWINGS. N. PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLYING FINISH. REFER TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. 0. PROVIDE A 4'X4' SAMPLE OF EACH PAVING TYPE IN LOCATION SPECIFIED BY THE OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS. P. WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1" IN TURF AREAS AND 1-1/2" IN GROUND COVER/ SHRUB AREAS, UNLESS OTHERWISE INDICATED. Q. PROJECT WALKS SHALL NOT EXCEED A SLOPE OF 20:1 (5% GRADIENT) UNLESS OTHERWISE INDICATED. R. HANDICAP RAMPS SHALL NOT EXCEED 12:1 OR 833%. S PLANTER AREAS SHALL NOT EXCEED 2:1 SLOPE UNLESS OTHERWISE INDICATED. T. HOLD FINISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR, UNLESS OTHERWISE INDICATED. U. CONSTRUCT ALL CURVE TO CURVE AND CURVE TO TANGENT LINES TO BE NEAT, TRIM, SMOOTH AND UNIFORM. V. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI@ 28 DAYS, UNLESS OTHERWISE INDICATED. W PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. 5% MAX SECTION LEGEND: 1. 2-3/4" THICK ADA-3, COLOR -BLACK, TRUNCATED DOME TERRA PAVER AS MANUFACTURED BY WAUSAU TILE, (800) 388-8728. 2. 1-1/4" MORTAR BED WITH REINFORCING 3. BUTTED JOINT BETWEEN TILES 4. EXPANSION JOINT WITH SEALANT PER DETAIL A, THIS SHEET 5. ADJACENT CONCRETE BAND/ PAVING PER PLAN 6. 4" THICK CONCRETE SUBBASE 7. #4 REBAR SLIP DOWEL, 12" LONG@ 30" O.C.; PAPER WRAP ONE END 8. 90% COMPACTED SUBGRADE -VERIFY WITH SOIL ENGINEER'S REPORT AND COMPLY 9. ADJACENT NC PAVING PER CIVIL ENGINEER'S PLANS 10. FLUSH CONCRETE CURB PER CIVIL ENGINEER'S PLANS NOTES: A. TO ACHIEVE 100% BOND BETWEEN TERRA PAVER AND SETTING BED USE 'BACK BUTTER' METHOD AND A 3/8" X 1/2" NOTCHED TROWEL. TRUNCATED DOME NOT TO SCALE • <o .I , <o 4" R TYP. TREAD WIDTH + 1 '-o• 0 TOOLED NOSING ON TREAD ' c:, t • • -;• _ 11 l .. ·_ • ·-•.'"4·1-r · 111 111="= .. =r,-i,,! .. ,.:;:'i'1 · · .· ; .. · 11 ""~r/ re-"~ 111 ·~ c-: . t/41/F,T. I "' I LJ 1 .--~ • •· CHEEK WALL SECTION : ~ --·• . ~ . ' <o -.~ .. < .:_~ ,. _. •• ·. ~~. : . f./-'~.....,._....~-'-'++.'-<-'>sl--~~ · .. '• .. ~·: .. ,,.,,,,..,.,..·-·:'-"· ;+-f-,-1_..,'-...... ~··..;..· ·--t·· :;a: . ,; . ·• :·. .'( ·l='lm==fl ~ I I I LJ --1----a.- L ___ _J ~O" " MIN.l 'I 'I STEP SECTION LEGEND: 1. CONCRETE STEPS, FINISH PER PLAN 2. 1/2" TOOLED RADIUS 3. CONTINUOUS EXPANSION JOINT PER DETAIL B 4. REBAR PER STRUCTURAL ENGINEER'S DRAWINGS 5. 90% COMPACTED SUBGRADE 6. 1/2" DIAMETER X 12" LONG STEEL DOWEL@ 24" O.C. -PAPER WRAP ONE END 7. 1-1/2" 0 TUBULAR STEEL HANDRAIL, EMBED MINIMUM 1'-6" IN CONCRETE FOOTING OR ADJACENT CONCRETE CHEEKWALL 8. POURED-IN-PLACE CONCRETE CHEEKWALL AND FOOTING WITH 1" CHAMFER ON ALL EXPOSED EDGES, NATURAL GRAY WITH SACK FINISH 9. TOOLED NOSING, TYPICAL, AT EACH TREAD -SEE INSET 10. #3 REBAR, VERTICAL, AT 18" O.C. 11. #3 REBAR, CONTINUOUS, @ 18" O.C. 12. FINISH GRADE NOTES: A SHOP PRIME HANDRAIL AND PAINT WITH (2) COATS EXTERIOR ENAMEL, COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT. B. REINFORCING, FOOTING DIMENSIONS, AND BASE INFORMATION ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. C. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. CONCRETE STEPS W/CHEEK WALL AND HANDRAIL NOT TO SCALE B Ei [;J :,;: Q ' • ...,. ,._,. • ... It) -. trr~~~cm_,,. ~ .. ·~.===·~~·""· t-=--~.:~~=-=-:~ic::::1-t-~-.:• ~ .. -.. ~.-.-.. -.:: .. :. · i:::r-r~:m:: (0 . 4. -. --111 , .. , 11 . . . LEGEND: I ~· I ~ ~--1 5 ITT ~--<4 1. CONCRETE PAVING -REFER TO CONSTRUCTION PLAN FOR COLOR AND FINISH. 2. #3 REBAR AT 24" O.C. EACH WAY, CENTERED IN SLAB. 3. FINISH GRADE. 4. 90% COMPACTED SUBGRADE -VERIFY W/ SOIL ENGINEER'S REPORT. 5. PRE-EMERGENT HERBICIDE, APPLIED TO SOIL SURFACE BELOW PAVED AREAS, PER MANUFACTURER'S SPECIFICATIONS. 6. 1/4" TOOLED RADIUS. NOTES: A. PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. CONCRETE PAVING NOTTO SCALE LEGEND: 1. 1/8" RADIUS EDGE "·· d_ 2. PAVING FINISH SURFACE PER PLAN A. CONTROL JOINT (SCORELINE) 3. JOINT FILLER PER SPECIFICATIONS 4. BACKER ROD PER SPECIFICATIONS 5. TWO-PART POLYURETHANE SEALANT PER SPECIFICATIONS 6. 1/2" DIA. X 12" LONG STEEL DOWEL @ 24" O.C. -PAPER WRAP ONE END B. EXPANSION JOINT NOTES: . . ---·4 • ·• .. .4 . C. COLD JOINT h" . . • . ·• .. .. ·4 • .. • 4 D. SAWCUT JOINT • • "-· 6 • • • • 2 A. LOCATE JOINTS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLAN 8. SEALANT COLOR TO MATCH ADJACENT PAVING • 3/4" IF PAVING LESS THAN 4" THICK 1" IF PAVING 4" THICK OR GREATER CONCRETE JOINTS NOTTO SCALE DIAMETER PER PL4N . ' . . . ·. . ., . 0) 111 11---~·-., __ , ____ . ---~ --~ -.. _-· - 111 -. --. --"' ~,,,,...----rr -I I I =Ill -=II ~ I 1=111= = = =I I 1=111....__,,._, ---0 LEGEND: --II-I--II-I-Tl 1. BOULDERS. SIZE AND TYPE PER BOULDER SCHEDULE 2. 90% COMPACTED SURGRADE PER SOILS REPORT. 3. FINISH GRADE OF ADJACENT PLANTER AREA NOTES: DELIVER ROCK SAMPLE, MIN. 2' DIA., TO THE SITE FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. BOULDER INSTALLATION NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. I SHE7ET 11 CITY OF CARLSBAD I I SHE2E7TS I . PLANNING DIVISION . RI D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com DATE L.A. ______ EXP. REVIEWED BY: INSPECTOR DATE DATE BY DESCRIPTION APP'D REVISIONS TENANT IMPROVEMENT PLANS FOR: PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE CONSTRUCTION DETAILS APPROVED PLANNING DWN BY __ L=A~_ CHKD BY __ RccS __ FIELD BY PROJECT NO. PC 12-18 DRAWING NO. 475-3L _J ~ ~ co :) U) ~ 0 _J <( z u_ ' , / , i i , , , ' , I ', ' / I ' I I I I :;- l.:J ._J I PROPERTY__/',,, LINE, TYP. ----- KEYMAP -0 10 20 40 60 SCALE AND NORTH IRRIGATION NOTE CALLOUT ,..i:::--IRRIGATION CONSTRUCTION \!) CALLOUT NUMBER. ~ p O C. AND CONTROLLER L!J CALLOUT NUMBER. 20 DJ 0 0 1945 EXISTING P.O.C. #1 NOTES P.O.C. NOTE #1: POl~T OF CONNECTION #1 SHALL BE DOWNSTREAM OF EXISTING IRRIGATION METER. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING BACKFLOW DEVICE AND TESTING FOR PROPER OPERATION. SHOULD BACKFLOW DEVICE BE INOPERABLE OR NOT IN PLACE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF SAID BACKFLOW DEVICE. CONFIRM ANY DISCREPANCIES WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. Domestic (Future Recycled) Irrigation Water Meter Information Address: Water Purveyor: 1939 & 1945 Palomar Oaks Road City of Carlsbad Carlsbad, CA. Ph.# (760) 602-2748 Meter Size 1-1/2" Static Pressure 100 PSI. System Design Pressure 58 PSI. Maximum System Demand 26 GPM Revised Landscape Area 10,128 sq. fl. Maximum Applied Water Allowance (MAWA) 193.404 gal.I yr. Estimated Applied Water Use (EAWU) 184,329 gal.I yr. IRRIGATION CONSTRUCTION NOTES MAINLINE CONNECTION NOTE: CONTRACTOR SHALL CONNECT PROPOSED NEW IRRIGATION MAINLINE TO THE EXISTING IRRIGATION SYSTEM LOCATED IN THIS APPROXIMATE LOCATION. CONTRACTOR SHALL VERIFY ACTUAL EXISTING IRRIGATION MAINLINE LOCATION IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REFER TO IRRIGATION AS-BUILTS FOR EXISTING IRRIGATION SYSTEM LAYOUT. CONTRACTOR SHALL VERIFY ALL IRRIGATION CONNECTION AND DISCONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. EXISTING IRRIGATION NOTE: ALL EXISTING SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION • NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL EXISTING IRRIGATION. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING IRRIGATION SYSTEMS AS REQUIRED. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND COMMENCING WORK TRENCHING IN VICINITY OF EXISTING TREES WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS OVER 1" IN DIAMETER. ALL CUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING IS REQUIRED, THE CONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL BUILDING IRRIGATION OFFSET NOTE: ALL IRRIGATION (SPRAY OR DRIP) ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATER/ OVERSPRAY ONTO BUILDING OR WINDOWS. LATERAL LINE CONNECTION NOTE: CONTRACTOR SHALL CONNECT THE NEW PROPOSED LATERAL LINE TO THE EXISTING ADJACENT SYSTEM LATERAL LINE LOCATED IN THIS APPROXIMATE LOCATION. VERIFY ACTUAL EXISTING SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. PALOMAR OAKS WAY © REMOVAL AND DISPOSAL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE IRRIGATION VALVE CALLOUT .------CONTROLLER ~----VALVE NUMBER 10 --G.P.M. --+-- 1000' -APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING ~-----VALVE SIZE R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 3871323 www.ridgela.com .. J. I I I --..I I -··-· -I I I ·---·-·-., .. ;-•,-·-··~ 0 © CUT AND CAP EXISTING LATERAL LINE NOTE: CONTRACTOR SHALL CUT AND CAP OFF EXISTING LATERAL LINE IRRIGATION SYSTEM AS REQUIRED. SYSTEM SHALL PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL VERIFY ALL IRRIGATION DISCONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. IRRIGATION ADJUSTMENT AT NEW MONUMENT SIGN NOTE: CONTRACTOR SHALL ADJUST SPRINKLER HEAD LOCATIONS AND SPRAY PATTERNS, AS NECESSARY, SURROUNDING NEW MONUMENT SIGN TO AVOID OVERS PRAY ONTO SIGN VI/HILE PROVIDING 100% HEAD TO HEAD COVERAGE IN ALL ADJACENT PLANTER AREAS. RECYCLED WATER OMISSION STATEMENT THERE ARE CURRENTLY NO EXISTING RECYCLED WATER MAINS OR RECYCLED WATER METERS LOCATED WITHIN THE IMMEDIATE VICINITY OF THIS PROJECT, AND THE PROPOSED ROUTING OF THE RECYCLED WATER MAINS AND LOCATIONS OF THE PROPOSED RECYCLED WATER METERS WAS NOT AVAILABLE WHEN THESE PLANS WERE PREPARED. IRRIGATION PLANS WHICH SHOW THE PROPOSED RECYCLED WATER MAINS AND POINTS OF CONNECTION FOR EACH PROPERTY SHALL BE SUBMITTED TO THE CITY OF CARLSBAD, CARLSBAD MUNICIPAL WATER DISTRICT AND DEPARTMENT OF ENVIRONMENTAL HEALTH FOR REVIEW AND APPROVAL ONCE THESE LOCATIONS HAVE BEEN DETERMINED. FOR LANDSCAPE IRRIGATION LEGEND & CALCULATIONS -SEE SHEET 13 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 14 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. FOR LANDSCAPE IRRIGATION DETAILS-SEE SHEETS 15-17 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 23 -27 REVIEWED BY: INSPECTOR REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D I SHEBET 11 CITY OF CARLSBAD I I miE2ET7 s I . PLANNING DIVISION . TENANT IMPROVEMENT PLANS FOR PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE IRRIGATION PLAN AS-BUILT APPROVED t.,,,;_ (, I r·-~-4-~l..;tj---1.0-~1.Jt., PLANNING DATE DWN BY_---'=M7J __ CHKD BY __ R_S __ FIELD BY PROJECT NO. PC 12-18 DRAWING! NO. 475-3L N ...... 0 ~ N ~ 0 ...... I 1-_J :::, ill I (/) <( co tu w I (/) w w (/) w z ....J I u ~ 2 EXISTING 76" ACP 1945 PALOMAR OAKS WAY KEYMAP -0 IRRIGATION NOTE CALLOUT ,..c:--IRRIGATION CONSTRUCTION \2_} CALLOUT NUMBER. ,...r::;---P O.C AND CONTROLLER L!J CALLOUT NUMBER. 10 20 40 60 SCALE AND NORTH I (WM # 8511700) (ACC # 9912803) METER LOCATION ! EXISTING CONTROLLER "A" NOTES EXISTING CONTROLLER NOTE #2: EXISTING CONTROLLER "A" LOCATED IN THIS APPROXIMATE LOCATION SHALL BE UTILIZED FOR PROPOSED VALVES WITHIN THE RENOVATED AREAS. VALVE NUMBERS SHOWN SHALL BE ADJUSTED AS REQUIRED TO UTILIZE THE AVAILABLE OPEN CONTROLLER STATIONS. CONTRACTOR SHALL VERIFY QUANTITY OF OPEN STATIONS OF EXISTING (ET BASED) WEATHERMATIC CONTROLLER PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. SHOULD SAID CONTROLLER NOT CONTAIN ADEQUATE OPEN STATIONS, CONTRACTOR SHALL PROVIDE A NEW CONTROLLER TO REPLACE THE EXISTING CONTROLLER CONTRACTOR MAY UTILIZE EXISTING SPARE WIRES. IF CONTRACTOR IS UNABLE TO LOCATE SUFFICIENT QUANTITY OF SPARE WIRES CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING OF NEW IRRIGATION CONTROL WIRES TO EXISTING CONTROLLER CONTRACTOR SHALL PROVIDE SLEEVING BELOW ALL PAVING BETWEEN EXISTING PLANTER AREAS AND BELOW EXISTING WALKS AS REQUIRED TO ROUTE CONTROL WIRES TO EXISTING CONTROLLER. VERIFY ALL CONDITIONS AND LAYOUT IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. ' rl (_W_M_#_6_5-56_2_69_5_) -(A_C_C_#_B_5_11-75-0--,) I 0 IRRIGATION CONSTRUCTION NOTES METER LOCATION MAINLINE CONNECTION NOTE: CONTRACTOR SHALL CONNECT PROPOSED NEW IRRIGATION MAINLINE TO THE EXISTING IRRIGATION SYSTEM LOCATED IN THIS APPROXIMATE LOCATION. CONTRACTOR SHALL VERIFY ACTUAL EXISTING IRRIGATION MAINLINE LOCATION IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REFER TO IRRIGATION AS·BUILTS FOR EXISTING IRRIGATION SYSTEM LAYOUT. CONTRACTOR SHALL VERIFY ALL IRRIGATION CONNECTION AND DISCONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. IRRIGATION VALVE CALLOUT ~-----CONTROLLER ~----VALVE NUMBER 10 --G.P.M. ,-.---,..-- 1000' --APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING ~-----VALVE SIZE R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 v,wws,dgela.com 25 L.A. .. -· -·· ___.,-,..-,": --_..,, 0 0 © 0 © EXISTING IRRIGATION NOTE: ALL EXISTING SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION • NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF /\LL EXISTING IRRIGATION. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING IRRIGATION SYSTEMS AS REQUIRED. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND COMMENCING WORK. TRENCHING IN VICINITY OF EXISTING TREES WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS OVER 1" IN DIAMETER. ALL CUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING IS REQUIRED, THE CONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL. BUILDING IRRIGATION OFFSET NOTE: ALL IRRIGATION (SPRAY OR DRIP) ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATER/ OVERSPRAY ONTO BUILDING OR WINDOWS. LATERAL LINE CONNECTION NOTE: CONTRACTOR SHALL CONNECT THE NEW PROPOSED LATERAL LINE TO THE EXISTING ADJACENT SYSTEM LATERAL LINE LOCATED IN THIS APPROXIMATE LOCATION. VERIFY ACTUAL EXISTING SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. REMOVAL AND DISPOSAL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. CUT AND CAP EXISTING LATERAL LINE NOTE: CONTRACTOR SHALL CUT AND CAP OFF EXISTING LATERAL LINE IRRIGATION SYSTEM AS REQUIRED. SYSTEM SHALL PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL VERIFY ALL IRRIGATION DISCONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. IRRIGATION ADJUSTMENT AT NEW MONUMENT SIGN NOTE: CONTRACTOR SHALL ADJUST SPRINKLER HEAD LOCATIONS AND SPRAY PATTERNS, AS NECESSARY, SURROUNDING NEW MONUMENT SIGN TO AVOID OVERSPRAY ONTO SIGN WHILE PROVIDING 100% HEAD TO HEAD COVERAGE IN ALL ADJACENT PLANTER AREAS. RECYCLED WATER OMISSION STATEMENT THERE ARE CURRENTLY NO EXISTING RECYCLED WATER MAINS OR RECYCLED WATER METERS LOCATED WITHIN THE IMMEDIATE VICINITY OF THIS PROJECT, AND THE PROPOSED ROUTING OF THE RECYCLED WATER MAINS AND LOCATIONS OF THE PROPOSED RECYCLED WATER METERS WAS NOT AVAILABLE WHEN THESE PLANS WERE PREPARED. IRRIGATION PLANS WHICH SHOW THE PROPOSED RECYCLED WATER MAINS AND POINTS OF CONNECTION FOR EACH PROPERTY SHALL BE SUBMITTED TO THE CITY OF CARLSBAD, CARLSBAD MUNICIPAL WATER DISTRICT AND DEPARTMENT OF ENVIRONMENTAL HEALTH FOR REVIEW AND APPROVAL ONCE THESE LOCATIONS HAVE BEEN DETERMINED. FOR LANDSCAPE IRRIGATION LEGEND & CALCULATIONS -SEE SHEET 13 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 14 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 15 -17 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 23 -27 "AS-BUILr 2809 EXP. 10/22/12 DATE 05/31/13 REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. [:;:II CITY OF CARLSBAD 11 SHEETS I Pu>.NNINC3 DIVISION 27 TENANT IMPROVEMENT PLANS FOR: PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE IRRIGATION PLAN AS-BUILT APPROVED REVIEWED BY: /r_;-d] Lr: f:IL;,:tt /o. ll;),j'/.. PLANNING f---+--1-------------------t-----ll DWN BY MJ DATE BY DESCRIPTION APP'D CHKD BY __ R_S __ INSPECTOR REVISIONS flELD BY PROJECT NO. PC 12-18 DATE DRAWINCI NO. 475-3L 1- ....J :::J OJ ' (/) <( \ D -··----·· --·-..... . . --·· . . -, .. ---···---.. -···-·-----···-··- \ \ \ \ \ • CONTROLLER "B" LOCATION REFER TO CONTROLLER NOTE (#4)ABOVE RIGHT \ \ \ \ I : \ \ ,// , I \ \ ) . I KEYMAP 1945 -0 10 20 40 SCALE AND NORTH ' .... --·: :··•:., .. ·····~~~~· " ........... •~· ... ,'···-::: f-·~ .. ~--~=+=·"· , 60 R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www. ridgela.c□m EXISTING 16" ACP _ ...... ~-...... L--.---::.t····-.. --- ~--;-·"";;_····----,,·:"="'.:.:....:.:: . \ \ / THERE ARE CURRENTLY NO EXISTING RECYCLED WATER MAINS OR RECYCLED WATER METERS LOCATED WITHIN THE IMMEDIATE VICINITY OF THIS PROJECT, AND THE PROPOSED ROUTING OF THE RECYCLED WATER MAINS AND LOCATIONS OF THE PROPOSED RECYCLED WATER METERS WAS NOT AVAILABLE WHEN THESE PLANS WERE PREPARED. IRRIGATION PLANS WHICH SHOW THE PROPOSED RECYCLED WATER MAINS AND POINTS OF CONNECTION FOR EACH PROPERTY SHALL BE SUBMITTED TO THE CITY OF CARLSBAD, CARLSBAD MUNICIPAL WATER DISTRICT AND DEPARTMENT OF ENVIRONMENTAL HEALTH FOR REVIEW AND APPROVAL ONCE THESE LOCATIONS HAVE BEEN DETERMINED. 0 0 0 © 0 © EXISTING P.O.C. #2 & CONTROLLER "B" NOTES P.O.C. NOTE #3: POINT OF CONNECTION #2 SHALL BE DOWNSTREAM OF EXISTING IRRIGATION METER VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING BACKFLOW DEVICE AND TESTING FOR PROPER OPERATION. SHOULD BACKFLOW DEVICE BE INOPERABLE OR NOT IN PLACE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF SAID BACKFLOW DEVICE. CONFIRM ANY DISCREPANCIES WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. Domestic {Future Recycled) Irrigation Water Meter Information Address: Water Purveyor: 1959 Palomar Oaks Road City of Carlsbad Carlsbad , CA. Ph.# (760) 602-2748 Meter Size 1-112" Static Pressure 93 PSI. System Design Pressure 55 PSI. Maximum System Demand 10 GPM Revised Landscape Area 1,564 sq. ft. Maximum Applied Water Allowance (MAWA) 29,866 gal/ yr. Estimated Applied Water Use (EAWU) 27,699 gal/ yr. EXISTING CONTROLLER NOTE #4: EXISTING CONTROLLER "B" LOCATED IN THIS APPROXIMATE LOCATION SHALL BE UTILIZED FOR PROPOSED VALVES WITHIN THE RENOVATED AREAS. VALVE NUMBERS SHOWN SHALL BE ADJUSTED AS REQUIRED TO UTILIZE THE AVAILABLE OPEN CONTROLLER STATIONS. CONTRACTOR SHALL VERIFY QUANTITY OF OPEN STATIONS OF EXISTING (ET BASED) WEATHERMATIC CONTROLLER PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. SHOULD SAID CONTROLLER NOT CONTAIN ADEQUATE OPEN STATIONS, CONTRACTOR SHALL PROVIDE A NEW CONTROLLER TO REPLACE THE EXISTING CONTROLLER. CONTRACTOR MAY UTILIZE EXISTING SPARE WIRES. IF CONTRACTOR IS UNABLE TO LOCATE SUFFICIENT QUANTITY OF SPARE WIRES CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING OF NEW IRRIGATION CONTROL WIRES TO EXISTING CONTROLLER. CONTRACTOR SHALL PROVIDE SLEEVING BELOW ALL PAVING BETWEEN EXISTING PLANTER AREAS AND BELOW EXISTING WALKS AS REQUIRED TO ROUTE CONTROL \/VIRES TO EXISTING CONTROLLER. VERIFY ALL CONDITIONS AND LAYOUT IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. IRRIGATION CONSTRUCTION NOTES MAINLINE CONNECTION NOTE: CONTRACTOR SHALL CONNECT PROPOSED NEW IRRIGATION MAINLINE TO THE EXISTING IRRIGATION SYSTEM LOCATED IN THIS APPROXIMATE LOCATION. CONTRACTOR SHALL VERIFY ACTUAL EXISTING IRRIGATION MAINLINE LOCATION IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REFER TO IRRIGATION AS-BUILTS FOR EXISTING IRRIGATION SYSTEM LAYOUT. CONTRACTOR SHALL VERIFY /ILL IRRIGATION CONNECTION AND DISCONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. EXISTING IRRIGATION NOTE; ALL EXISTING SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION . NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL EXISTING IRRIGATION. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING IRRIGATION SYSTEMS AS REQUIRED. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND COMMENCING WORK. TRENCHING IN VICINITY OF EXISTING TREES WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS OVER 1" IN DIAMETER ALL CUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING IS REQUIRED, THE CONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL. BUILDING IRRIGATION OFFSET NOTE: ALL IRRIGATION (SPRAY OR DRIP) ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATER/ OVERS PRAY ONTO BUILDING OR WINDOWS . LATERAL LINE CONNECTION NOTE: CONTRACTOR SHALL CONNECT THE NEW PROPOSED LATERAL LINE TO THE EXISTING ADJACENT SYSTEM LATERAL LINE LOCATED IN THIS APPROXIMATE LOCATION. VERIFY ACTUAL EXISTING SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. REMOVAL AND DISPOSAL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. CUT AND CAP EXISTING LATERAL LINE NOTE: CONTRACTOR SHALL CUT AND CAP OFF EXISTING LATERAL LINE IRRIGATION SYSTEM AS REQUIRED. SYSTEM SHALL PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL VERIFY ALL IRRIGATION DISCONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. IRRIGATION ADJUSTMENT AT NEW MONUMENT SIGN NOTE: CONTRACTOR SHALL ADJUST SPRINKLER HEAD LOCATIONS AND SPRAY PATTERNS, AS NECESSARY, SURROUNDING NEW MONUMENT SIGN TO AVOID OVERSPRAY ONTO SIGN WHILE PROVIDING 10D% HEAD TO HEAD COVERAGE IN ALL ADJACENT PLANTER AREAS. FOR LANDSCAPE IRRIGATION LEGEND & CALCULATIONS -SEE SHEET 13 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 14 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 15-17 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 23 -27 "AS-BUILr \~~ c. I 05/31/13 L.A. 2809 EXP. I 0/22/12 DATE REVIEWED BY: INSPECTOR REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D CITY OF CARLSBAD I I SHE2ET7 8 1 PLANNING DIVISION _ TENANT IMPROVEMENT Pl.ANS FOR: PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE IRRIGATION PLAN AS-BUILT APPROVED/.,,_ -(;I ~ _ c'::r: E::-1,\..:,it )0-~~-1'2- PLANNING DATE OWN BY_--cM'cJ'----- CHKO BY __ R_S __ _ FIELD BY PROJECT NO. PC 12-18 DAAWINGI NO. 475-3L N .,- 0 £:::! N ~ .,- 1 ~ ::, 00 ' Cf) <( \ \ . \ . ' ' ' \ \ . ' \ \ \ • \ I I I I i I \ ! 1 \ 1, 1 ! i ; I \ \ ', \ ---•~y \ \ i I I i \ ' I I \ \ \ \ ' \ \ \ \ 1 ' RECYCLED WATER OMISSION STATEMENT THERE ARE CURRENTLY NO EXISTING RECYCLED WATER MAINS OR RECYCLED WATER METERS LOCATED WITHIN THE IMMEDIATE VICINITY OF THIS PROJECT, AND THE PROPOSED ROUTING OF THE RECYCLED WATER MAINS AND LOCATIONS OF THE PROPOSED RECYCLED WATER METERS WAS NOT AVAILABLE WHEN THESE PLANS WERE PREPARED. IRRIGATION PLANS WHICH SHOW THE PROPOSED RECYCLED WATER MAINS AND POINTS OF CONNECTION FOR EACH PROPERTY SHALL BE SUBMITTED TO THE CITY OF CARLSBAD, CARLSBAD MUNICIPAL WATER DISTRICT AND DEPARTMENT OF ENVIRONMENTAL HEAL TH FOR REVIEW AND APPROVAL ONCE THESE LOCATIONS HAVE BEEN DETERMINED. NOTE: 1. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS OF IRRIGATED RECYCLED WATER AND POTABLE WATER.SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS 2 3. 4. HOURS OF IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 PM.TO 6:00 AM. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF LESSER QUALITY DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 p M AND 6:00 A.M. DRINKING AND WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED. NO OUTDOOR DRINKING FOUNTAINS ARE USED THIS PROJECT. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. 1945 KEYMAP - \ \ \ \ 0 ' / 10 20 40 SCALE AND NORTH 25 C4 1.5" IRRIGATION NOTE CALLOUT ,.i:::--IRRIGATION CONSTRUCTION {_!.) CALLOUT NUMBER. ,...c;---P,O C AND CONTROLLER L.!J CALLOUT NUMBER. 60 \ .\ 1 1 IRRIGATION VALVE CALLOUT ~-----CONTROLLER ~----VALVE NUMBER 10 -G.P.M f-----1---- 1000' --APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING L------VALVE SIZE R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 3871323 v..rww.ridge!a.com I 'X / \ L.A. 25 C6 1.5" C7 , .5" 25 25 25 \\\\ \ III [fil 0 0 \ © 0 EXISTING P.O.C. #3 & CONTROLLER "C" NOTES P.O.C. NOTE #5: POINT OF CONNECTION #3 SHALL BE DOWNSTREAM OF EXISTING IRRIGATION METER. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD. IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING BACKFLOW DEVICE AND TESTING FOR PROPER OPERATION. SHOULD BACKFLOW DEVICE BE INOPERABLE OR NOT IN PLACE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF SAID BACKFLOW DEVICE. CONFIRM ANY DISCREPANCIES WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. Domestic (Future Recycled) Irrigation Water Meter Information Address: Water Purveyor: 6349 Paseo Del Lago City of Carlsbad Carlsbad , CA Ph.# (760) 602-2748 Meter Size 1-1/2" Static Pressure 82 PSI. System Design Pressure 57 PSI. Maximum System Demand 11 GPM Revised Landscape Area 7,882 sq. ft. Maximum Applied Water Allowance (MAWA) 150,515 gal./ yr. Estimated Applied Water Use (EAWU) 146.305 gal.I yr EXISTING CONTROLLER NOTE #6; EXISTING CONTROLLER "C" LOCATED IN THIS APPROXIMATE LOCATION SHALL BE UTILIZED FOR PROPOSED VALVES WITHIN THE RENOVATED AREAS. VALVE NUMBERS SHOWN SHALL BE ADJUSTED AS RECUIRED TO UTILIZE THE AVAILABLE OPEN CONTROLLER STATIONS. CONTRACTOR SHALL VERIFY QUANTITY OF OPEN STATIONS OF EXISTING (ET BASED) WEATHERMATIC CONTROLLER PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. SHOULD SAID CONTROLLER NOT CONTAIN ADEQUATE OPEN STATIONS. CONTRACTOR SHALL PROVIDE A NEW CONTROLLER TO REPLACE THE EXISTING CONTROLLER. CONTRACTOR MAY UTILIZE EXISTING SPARE WIRES. IF CONTRACTOR IS UNABLE TO LOCATE SUFFICIENT QUANTITY OF SPARE WIRES CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING OF NEW IRRIGATION CONTROL WIRES TO EXISTING CONTROLLER. CONTRACTOR SHALL PROVIDE SLEEVING BELOW ALL PAVING BETWEEN EXISTING PLANTER AREAS AND BELOW EXISTING WALKS AS REQUIRED TO ROUTE CONTROL WIRES TO EXISTING CONTROLLER. VERIFY ALL CONDITIONS AND LAYOUT IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK . IRRIGATION CONSTRUCTION NOTES MAINLINE CONNECTION NOTE: CONTRACTOR SHALL CONNECT PROPOSED NEW IRRIGATION MAINLINE TO THE EXISTING IRRIGATION SYSTEM LOCATED IN THIS APPROXIMATE LOCATION. CONTRACTOR SHALL VERIFY ACTUAL EXISTING IRRIGATION MAINLINE LOCATION IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REFER TO IRRIGATION AS-BUILTS FOR EXISTING IRRIGATION SYSTEM LAYOUT. CONTRACTOR SHALL VERIFY ALL IRRIGATION CONNECTION AND DISCONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. EXISTING IRRIGATION NOTE: ALL EXISTING SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION • NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL EXISTING IRRIGATION. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING IRRIGATION SYSTEMS AS REQUIRED. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER. PROVIDING COMPLETE 100% COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND COMMENCING WORK. TRENCHING IN VICINITY OF EXISTING TREES WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS OVER 1" IN DIAMETER. ALL CUTS SHALL BE A CLEAN SHARP CUT IF TRENCHING IS REQUIRED, THE CONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NO MECHANICAL TRENCHING WITH IN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL. BUILDING IRRIGATION OFFSET NOTE: ALL IRRIGATION (SPRAY OR DRIP) ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATER I OVERSPRAY ONTO BUILDING OR WINDOWS LATERAL LINE CONNECTION NOTE: CONTRACTOR SHALL CONNECT THE NEW PROPOSED LATERAL LINE TO THE EXISTING ADJACENT SYSTEM LATERAL LINE LOCATED IN THIS APPROXIMATE LOCATION. VERIFY ACTUAL EXISTING SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. REMOVAL AND DISPOSAL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. CUT AND CAP EXISTING LATERAL LINE NOTE: CONTRACTOR SHALL CUT AND CAP OFF EXISTING LATERAL LINE IRRIGATION SYSTEM AS REQUIRED SYSTEM SHALL PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL VERIFY ALL IRRIGATION DISCONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. IRRIGATION ADJUSTMENT AT NEW MONUMENT SIGN NOTE: CONTRACTOR SHALL ADJUST SPRINKLER HEAD LOCATIONS AND SPRAY PATTERNS, AS NECESSARY, SURROUNDING NEW MONUMENT SIGN TO AVOID OVERSPRAY ONTO SIGN WHILE PROVIDING 100% HEAD TO HEAD COVERAGE IN ALL ADJACENT PLANTER AREAS. FOR LANDSCAPE IRRIGATION LEGEND & CALCULATIONS -SEE SHEET 13 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 14 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 15 -17 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 23 -27 •AS-BUILT" 10/22/12 DATE EXP. 05/51/15 REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. ASST PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. fsHml I CITY OF CARLSBAD I I SHEETS I L...!!_J J>LANNING DIVISION 27 TENANT IMPROVEMENT Pu.NS FOR PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE IRRIGATION PLAN AS-BUILT REVIEWED BY: DATE BY DESCRIPTION APP'O INSPECTOR REVISIONS PLANNING DWH av __ M=._J __ CHKD BY_ccR.::.S __ FIELD BY PROJECT NO. PC 12-18 DATE DRAWINCI NO. 475-3L N .,... 0 ~ ~ 0 .,... 1-...J :::> Ill I (/) ,<{ --~- l {WM # 948?150) (ACC II 8511 730) I SEE SHEET9 DEPARTMENT OF ENVIRONMENTAL HEALTH RECYCLED WATER STANDARD PLAN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 1000 PM. TO 6 DD A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/ OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/ OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW / CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT MIKE HODGES AT (949) 336-7000. OR AFTER HOURS CONTACT MIKE HODGES AT (949) 336-7000. 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/ OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 0 50 100 150 I {WM II 8511700) (ACC II 9912803) I EXISTING WATER METER FOR 1949 PALOMAR OAKS WAY -VERIFY LOCATION IN THE FIELD RECYCLED WATER OMISSION STATEMENT THERE ARE CURRENTLY NO EXISTING RECYCLED WATER MAINS OR RECYCLED WATER METERS LOCATED WITHIN THE IMMEDIATE VICINITY OF THIS PROJECT, AND THE PROPOSED ROUTING OF THE RECYCLED WATER MAINS AND LOCATIONS OF THE PROPOSED RECYCLED WATER METERS WAS NOT AVAILABLE WHEN THESE PLANS WERE PREPARED. IRRIGATION PLANS WHICH SHOW THE PROPOSED RECYCLED WATER MAINS AND POINTS OF CONNECTION FOR EACH PROPERTY SHALL BE SUBMITTED TO THE CITY OF CARLSBAD, CARLSBAD MUNICIPAL WATER DISTRICT AND DEPARTMENT OF ENVIRONMENTAL HEALTH FOR REVIEW AND APPROVAL ONCE THESE LOCATIONS HAVE BEEN DETERMINED. R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 3871323 www.ridgela.com "AS-BUILr L.A. EXP. REVIEWED BY: INSPECTOR DATE DATE SEE SHEET 10 ' / I \ I I/ ; I ft i '/ I I \ \ I \ \ \ ' . \ \ \ \ LEGEND: SYMBOL - PROJECT SYMBOL -----FS ----- .......... RW ' ........... --------PW•-------- ----- W,'(//('/////////////////, V/~~~)'},9);~5;5JJJ,9/~55J~ / EXISTING.LANDSCAPED AREAS I I I I 1 I I I I I I I I I I I I i::xw ········· " ...................... i I ii(\iI{i)if? fiffi\h?\jf fl}f; * ® @ DESCRIPTION ZONE 2 -REFINED LANDSCAPE MAP LEGEND DESCRIPTION EXISTING FIRE SERVICE LINE EXISTING POTABLE WATER IRRIGATION MAINLINE (FUTURE RECYCLED WATER IRRIGATION SYSTEM MAINLINE) EXISTING PRIVATE WATER SERVICE EXISTING WATER LINE REVISED IRRIGATION AREA OF (FUTURE) RECYCLED WATER USE EXISTING IRRIGATION AREA OF (FUTURE) RECYCLED WATER USE OUTDOOR EATING AREA (PROTECTED AGAINST CONTACT WITH RECYCLED WATER) "DO NOT DRINK" SIGN LOCATIONS POTABLE WATER METER RIP BACKFLOW PREVENTION ASSEMBLY CRITERIA Zone 2 should have an unmanicured appearance, not unkept, but rather a landscape designed to require less intensive types of maintenance such as mowing, pruning, fertilizing, and watering. Plant material whose appearance is not dependent on heavy watering and maintenance care. It stresses continually low maintenance by designed plant combinations with matched growth requirements. This zone's water requirement for a mature landscape is estimated between 1 0" and 30" of supplemental irrigation water annually. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. ~ 1 CITY OF CARLSBAD 118HEET8 1 ~ I PLANNING DIVISION 27 APPROVED PLANNING DATE BY DESCRIPTION APP'D OWN BY CHKD BY REVISIONS FIELD BY TENANT IMPROVEMENT PLANS FOR: LA RS PALOMAR OAKS TECHNOLOGY PARK RECYCLED WATER PLAN ri;Jt Gr. ~ r-6?i±: '1' . t>f . I z, DATE PROJECT NO. DRAWING NO. PC 12-18 475-3L _.J ~ ~ ca ::::, (/) ~ 0 _.J <( z LL SYMBOL NO SYMBOL ~ -·-· -·- M<I @ MANUFACT. AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED EXISTING IRRIGATION MATERIAL LEGEND (CONTINUED) MODEL NO. I DESCRIPTION ALL VALVE BOXES SHALL BE "PURPLE" COLOR CODED AND MARKED AS REQUIRED FOR RECYCLED WATER. CONNECTION OF NEW LATERAL LINE TO EXISTING LATERAL LINE, VERIFY SIZE, LOCATION AND CONNECTION POINTS IN FIELD. CUT AND CAP EXISTING LATERAL LINE, VERIFY EXACT LOCATION IN FIELD. (EXISTING) POTABLE WATER METER. (EXISTING) RIP BACKFLOW PREVENTION ASSEMBLY WITH PRESSURE REGULATOR, VERIFY AND TEST FOR PROPER OPERATION, REPAIR OR REPLACE IF DAMAGED. (EXISTING) REMOTE CONTROL VALVE. VERIFY AND TEST FOR PROPER OPERATION, REPAIR OR REPLACE IF DAMAGED. (EXISTING) PVC PIPE AS LATERAL LINES, PROTECT IN PLACE, REPAIR ANY DAMAGE DUE TO CONSTRUCTION. RELOCATE IF NEEDED. (EXISTING) FIRE HYDRANT. (EXISTING) FIRE DETECTOR CHECK. (EXISTING) DOMESTIC WATER MAIN. ' ALL NEW AND EXISTING EQUIPMENT SHALL BE IN ACCORDANCE WITH THE CIT.Y OF CARLSBAD'S RULES AND REGULATIONS AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. AB 1881 WATER BUDGET CALCULATIONS frrigation Pre~sure CaJcvlation Maximum A22lied Water Allowance {MAWA) The proj-ec.t's Maximum Applied Water Allowance shall be calculated using this equation: MAWA = (ETo) x (0.62) x [(0.7 x LA)+ (1.0 x SlA)] Eto (Historical Evapotranspiration for Are.a) = 44,00 ETAF(Evapotranspiration Adjustment Factor-LA) = 0.70 ETAF(Evapotranspiration Adjustment Factor-SLA} = 0.30 LA (Landscaped Area)= 10,128 ft2 SLA (Special Landscaped Area) = 0 ft2 0.62 (Conversion Factor) Eto ETAF lAorSLA(ft'J Corrversion MAWA (Gallons Per Year) MAWA lbr LA= 44.00 X 0.70 X 10,128 X 0.62 193,404 MAWA for SLA = 44.00 X 0.30 X 0 X 0.62 0 Totals = 10,128 193,404 Maximum Applied Water Allowance (MAWA) = 193,404 Gallons Per Year Estimated A~elied Water Use lEAWU) The project's Estimated Applle-d Water Use shall be calculated using this equation: EAWU = (ETo)x (KL)x (LA) x 0.62 + (IE) Eto (Historical Evapotranspiration for Area) = 44.0 Inches-per Year KL (La!rdscape Coeffide-nt) LA {Landscaped Ar&a) 0.62 (Conversion Factor) I:' (Irrigation Efficiency) -- Eto Kc LA (ft') Conversion IE EAWU (Gallons Per Year) Hydrozone # 1 (Shrub Drip) 44.00 X o_so X 4,739 X 0.62 : 0_80 80, or, Hydrozone # 2 (Shrub Spray) 44.00 X a.so X 5,389 X 0.62 ¼ 0.71 103,530 ,. . -· -· -·----~ -Totals= 10,128 184,329 Estimated Applied Water Use (EAWU) = 184,329 Ga!!o11s Per Year Meter No: HGL: Elevation o1 Meter: StalJc ·rioter Pressi..ne PS!: Valve t'-lo: valve Demand 375 FT l 43 Fl lOOpsi A13 25 GP!v\ P.Aaximum .Sr5tern Dernand 25 GPM F!Bvntion Chonge P.6.c. to Highest Head: OFT losses: !-l/2" Water Meter· 1.4 psi 2" Service line !-1/Z' RP Bad.tlow Device Isolation Vatves 1-1 /2" R.C .'/. 700 Feet of 2" Main!ine CL 315 Etting loss 10% lateral Lne Loss 10% loss to Highes: Head Total Losses: Heod Cperofing Pressure: Total Pressure Required: .Sfctic Pressure Avai1able: Residual Pressure: 0.4 psi 1?.9_psi 1.0psi 3.9 p~i 4.0 ps: 2.3 psi 3.0psi 0.0 pS! 28 psi 30psi 58 poi 100 psi 42 psi DETAIL NIA NIA NIA NIA N/A N/A NIA NIA NIA NIA IRRIGATION VALVE CALLOUT CONTROLLER SCHEDULING NOTE: THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SITE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. MULTIPLE CYCLES MAY BE REQUIRED TO MINIMIZE PONDING AND RUNOFF ONTO NON-IRRIGATED AREAS. SEASONAL IRRIGATION SCHEDULE Project Name: Palomar Oak:s I Cycles Per Day: 1 l\1eter Nun-:ber: #1 Days P or Week: 6 Evagotrans12kation Rates: lniaotion Efflcie_ncy i5!;): fto Hl:.;torical: 44.0 Rotors: 0.75 winter Spring Summer Fall ~pray -~~?.:~s; 0.71 Eto Per Day 0.09 0.15 0.20 0.12 Bubbler Heads: 0.80 Eiu Per Season 6.8 11.8 15.6 9.8 Drip Sy!i1erns.: 0.90 Surface Drip: 0.85 Run Times (Mlnu1es per Day)= (Ho)+ (IE)• (PR)• (RD)• (CJ x (Kc) x 60 .Stream Rotary 0.75 Elo = Se<J'.:-Ono! Evupolrunspiration ,\1]cro Spruy 0.75 IE= 1rr:gatlon Ettidency PR = Precipitation Rate (lnche-s per Hour) Pred1:2ltation Rate j!n/hr! RD = Run doys {Seas.ona! TotofJ Rotors: 0.45 C = Ctcles per Day Spray I leods: 1.60 Kc= Crop Coefficient Bubbler Heads: 3,00 60 = Conve1'sion to minutes Drip Systems: 055 Surface Drip: 1.25 Stream Rotary 0,45 .'viiuo Sproy: 0.61 --Valve Irrigation Winter Spring Planting Summer Foll Kc PR IF Run Times Quantity Type !Dec, Jun, Feb) !Mar, Apr, Ma\1 (Jun, Jul, Aug) jSep, Ocl, Nov) 8 -Shrub Spray 0.50 1.60 0.71 18 31 41 26 Min. Per Day !ndfvidUd Valve Run Time MJnutes Per Doy 2 4 5 3 4 Shrub Drip 0.50 0.55 0.80 24 40 53 34 Min. Per Doy !ndJvidual Valve Run Time Mlr,t.des Fer Day 6 IO 13 8 Total Valves 12 Totol Hour Run Times / 6 Days fer Week 0.70 1.19 l.57 1.00 Hours Per Day ~-----CONTROLLER ~-----VALVE NUMBER A1 10 --G.P.M. f----f-----,. 1000' -APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING ~-----VALVE SIZE IRRIGATION NOTE CALLOUT ,_e:--IRRIGATION CONSTRUCTION 1..2.) CALLOUT NUMBER: ,..r::;--P.O.C. AND CONTROLLER L!J CALLOUT NUMBER. RI D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 3871323 www.ridgela.com SYMBOL Q VAN H F I,,_ _,L ~ " ~ e • t, ► ., ... " ~ e • [II I'! I"'! ■ !;ii el i..J <D I!> ® @ @ s ~ ® 0 ~ @] NO SYMBOL NO SYMBOL ® ---~[ ----+---- lBl NO SYMBOL NO SYMBOL MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD NELSON HUNTER HUNTER HUNTER AS APPROVED AS APPROVED AS APPROVED AS APPROVED 3M NETAFIM RAIN BIRD NETAFIM NETAFIM NETAFIM TORO AS APPROVED AS APPROVED AS APPROVED AS APPROVED T. CHRISTY'S IRRIGATION MATERIAL LEGEND MODEL NO. I DESCRIPTION GPM PSI RADIUS RD-12-S-P30-F-NP, 12" POP-UP HEAD WI RAIN BIRD 8-FLT SERIES MPR NOZZLES .08, .30, .25 30 5 FT WI PCS SCREENS, 020(BRN) I 025(PNK) HE-VAN I 025(PNK) RD-12-S-P30-F-NP, 12" POP-UP HEAD WI RAIN BIRD 8 SERIES MPR NOZZLES .26, 1.55, .52, .1.05 30 8 FT RD-12-S-P30-F-NP, 12" POP-UP HEAD WI RAIN BIRD 10 SERIES MPR NOZZLES .41, 2.10, .82, 1.64 30 10 FT RD-12-S-P30-F-NP, 12" POP-UP HEAD WI RAIN BIRD 12 SERIES MPR NOZZLES .65, 1.95, 1 30, 2.60 30 12 FT RD-12-S-P30-F-NP, 12" POP-UP HEAD W/ RAIN BIRD 15 SERIES MPR NOZZLES .92, 2.78, 1.85, 3.70 30 15 FT RD-12-S-P30-F-NP, 12" POP-UP HEAD W/ RAIN BIRD 15 STRIP SERIES .40, .90, .90 30 4X15 FT LCS-PCS-030(SIL) I RCS-PCS-030(SIL) I SST-PCS-060(BLK) / CST-PCS-060(BLK) 4X30 FT RD-06-S-P30-F-NP, 6" POP-UP BUBBLER HEAD WI RAIN BIRD .30, .25, .40, .60 30 3 FT 5CST-B-PCS-030(SIL), 5Q-B-PCS-025(PNK), 5H-B-PCS-040(0RG), 5F-B-PCS-060(BLK), STREAM BUBBLER NOZZLES. RD-06-S-P30-F-NP-5QB-PCS-030, 6" POP-UP BUBBLER HEAD, EACH SYMBOL .30 (.60) 30 NIA REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. NOTE: ALL SPRAY HEADS THAT REQUIRE ARC ADJUSTMENT FOR OVERS PRAY SHALL BE INSTALLED WITH RAIN BIRD (HE-VAN) HIGH-EFFICIENCY VARIABLE ARC SPRAY NOZZLES. PESB-R-PRS-D (1" OR 1-112") SERIES, RECYCLED WATER, PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN XCZ-100-PRBR, SERIES 1" RECYCLED WATER DRIP VALVE CONTROL ZONE KIT ASSEMBLY, SIZE AS SHOWN. ASSEMBLY INCLUDES RAIN BIRD PESBR RCVWITH 1" PRESSURE REGULATING BASKET FILTER: 7645, 1" NON-POTABLE, ACME THREAD, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER. (EXISTING) WEATHERMATIC "ET" BASED, 16 STATION IRRIGATION CONTROLLER, VERIFY PROPER OPERATION AND QUANTITY OF OPEN STATIONS. REPAIR OR REPLACE IF DAMAGED OR INADEQUATE NUMBER OF OPEN STATION EXIST. (EXISTING) WEATHERMATIC "ET" BASED, 16 STATION IRRIGATION CONTROLLER, VERIFY PROPER OPERATION AND QUANTITY OF OPEN STATIONS. REPAIR OR REPLACE IF DAMAGED OR INADEQUATE NUMBER OF OPEN STATION EXIST. (EXISTING) WEATHERMATIC "ET" BASED, 16 STATION IRRIGATION CONTROLLER, VERIFY PROPER OPERATION AND QUANTITY OF OPEN STATIONS. REPAIR OR REPLACE IF DAMAGED OR INADEQUATE NUMBER OF OPEN STATION EXIST. PURPLE "RECYCLED WATER" PVC PIPE 314" -2" SCH. 40 AS LATERAL LINES 12" BELOW GRADE PURPLE "RECYCLED WATER" PVC PIPE (1-1/4" -1-112" SCH. 40) (2" -2-1/2" CLASS 315) AS MAINLINES 18" BELOW GRADE. PURPLE "RECYCLED WATER" PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) DBR/Y6 DIRECT BURIAL WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS. TLRW6-12, TECHLINE "RW" SERIES 17mm DRIPPERLINE, RECYCLED WATER, PURPLE STRIPE TUBING WITH .60 GPH PRESSURE COMPENSATING INLINE EMITTERS 12" ON CENTER: INSTALL TUBING ROWS A MAXIMUM OF 16" APART IN SHRUB AREAS. ALL TUBING SHALL BE INSTALLED 2" BELOW FINISHED GRADE WITH 9" WIRE STAKES, FIVE (5) FEET ON CENTER: VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO COMMENCING WORK. SXB-360-1032 SERIES, FULL-CIRCLE, XERI-BUBBLER WITH THREADED INLET. ONE EACH OF THE FOLLOWING PER XERI-BUBBLER: (PFR-RS POLYFLEX RISER AND STAKE ASSEMBLY, XBF3TEE 1/4" BARB TRANSFER TEE, (5) FIVE FT. XQ 1/4" DISTRIBUTION TUBING). EACH SYMBOL REPRESENTS (2) TWO XERI-BUBBLERS PER TREE LOCATED WITHIN INLINE DRIP TUBING AREAS . 13 GPH (26 GPH) ALL CONNECTIONS BETWEEN 17mm DRIP TUBING SHALL BE MADE USING TECH LINE 17mm SERIES FITTINGS. 20 12" TL050MFV-1, TECHLINE AUTOMATIC FLUSH VALVE. LOCATE AT END/MIDDLE OF DRIPZONE PCV FLUSH MANIFOLD LINE. INSTALL FLUSH VALVE INSIDE A SEPARATE 6" ROUND VALVE BOX. INSTALL MINIMUM ONE AT END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. TLAVRV, AIRNACUUM RELIEF VALVE. INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER. USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA WITH DRIPLINE INSERT FITTINGS. MULTIPLE ARV'S SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS. VERIFY QUANTITY OF ARV'S PRIOR TO STARTING WORK. INSTALL VALVE BOX MINIMUM 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. T-DL-MP9, DRIPLINE POP-UP OPERATIONAL INDICATOR: INSTALL ONE INDICATOR PER DRIP VALVE ZONE. PLACE IN SHRUB AREAS ONLY 18" FROM PAVING. INSTALL PER MANUFACTURER'S SPECIFICATIONS. CONNECTION OF NEW MAINLINE TO EXISTING MAINLINE, VERIFY SIZE, LOCATION AND CONNECTION POINTS IN FIELD. (EXISTING) IRRIGATION MAINLINE, PROTECT IN PLACE, REPAIR ANY DAMAGE DUE TO CONSTRUCTION. VERIFY SIZE, TYPE, AND EXACT LOCATION IN FIELD. RECYCLED WATER SIGNS. SIGNS NOT TO BE INSTALLED UNTIL SITE IS ACTUALLY CONVERTED TO RECYCLED WATER. CONTROLLER SHALL HAVE RECYCLED WATER PLACARD INSTALLED AS REQUIRED. RECYCLED WATER VALVE ID. TAG INSTALL WITHIN EACH VALVE BOX TYP. DETAIL A A A A A A A A B,E C,E D,E N/A NIA NIA F F,S G F,G,H H I, J, K, L, M, N, 0 M,N 0 p Q R N/A NIA T N/A N/A FOR LANDSCAPE IRRIGATION PLANS -SEE SHEETS 8 -11 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 14 FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 15 -17 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 23 -27 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 1 BH1E3ET 11 CITY OF CARLSBAD Ir BHE2E7TII 1 . PLANNING DIVISION . DATE L.A. EXP. REVIEWED BY: OATE BY DESCRIPTION APP'D INSPECTOR DATE REVISIONS TENANT IMPROVEMENT PLANS FOR: PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE IRRIGATION LEGEND & CALCULATIONS APPROVED it:;4J 4-f11.e\t '1'--t4.J.Z. PLANNING DATE DWN BY LA PROJECT NO. DRAWING NO. CHKD BY RS FIELD BY PC 12-18 475-3L ...J ~ 2: en ::::> (j) ~ l) ...J <( z LL Irrigation Installation Notes 1. THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS AS REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY AND ALL DAMAGES TO OPERATIONS OR WORK OF OTHER CONTRACTORS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ACTIVITIES WITH ALL AGENCIES AND OTHER TRADES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENT INTO ADJACENT PROPERTY, R.O.W.'S, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL REPAIR OR REPLACE, AT NO ADDITIONAL COST TO THE OWNER, ANY DAMAGE TO UNDERGROUND UTILITIES THAT MAY OCCUR. 5. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING PLANS BEFORE BEGINNING WORK. 6. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO PROJECT LANDSCAPE ARCHITECT FOR DIRECTION. ANY CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. 7. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE PROJECT LANDSCAPE ARCHITECT FOR DIRECTION. 8. BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CITY'S REPRESENTATIVE AND THE CONTRACTOR, REGARDING GENERAL REQUIREMENTS OF THIS WORK. 9. INSTALL ALL IRRIGATION COMPONENTS ACCORDING TO LOCAL CODES AND ORDINANCES. 10. THE IRRIGATION WATER METER IS TO BE PROVIDED BY THE OWNER UNLESS SHOWN OTHERWISE ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL IRRIGATION EQUIPMENT DOWNSTREAM OF THE POINT OF CONNECTION (P.0.C.) AT THE IRRIGATION WATER METER. 11. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 12. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS (INCLUDING EXISTING AND/OR NEW PLANT MATERIAL), GRADE DIFFERENCES OR DIFFERENCES IN THE AREA'S DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 13. THE WORK SHOWN ON THESE PLANS IS DIAGRAMMATIC; ALL ITEMS, I.E. CONTROLLERS, VALVES, MAINLINES, SLEEVES, WIRES, IRRIGATION HEADS, ETC. ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. DO NOT SCALE DIMENSIONS. DETAIL DRAWINGS MAY CLARIFY LOCATIONS OF SOME ITEMS. THE CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN CONFLICT WITH UNDERGROUND UTILITIES, STRUCTURES, OTHER IMPROVEMENTS, OR VEHICULAR OR PEDESTRIAN SAFETY CONSIDERATIONS. 14. CONTROLLER LOCATIONS ARE APPROXIMATE. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND THE BACKFLOW DEVICE SHALL BE APPROVED BY THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 15. ALL CONSTANT PRESSURE LINES SHALL BE TESTED FOR 3 HOURS UNDER A HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH AND BE PROVEN WATERTIGHT. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR HYDROSTATIC TESTS. HYDROSTATIC TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE LANDSCAPE ARCHITECT OR, IF APPROVED BY LANDSCAPE ARCHITECT, CONTRACTOR MAY E-MAIL DIGITAL PHOTOGRAPHS OF THE PRESSURE GAUGE TO THE LANDSCAPE ARCHITECT AT BEGINNING AND END OF TEST PERIOD. 16. 120-VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED PER THE ELECTRICAL ENGINEER'S PLANS AND SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. 17. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 18. BACKFLOW DEVICE SHALL BE INSTALLED IN GROUND COVER AREA WHEREVER POSSIBLE. FINAL LOCATION SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND MAY VARY FROM THAT INDICATED ON THE DRAWINGS. 19. QUICK COUPLER VALVES, CONTROL VALVES, AND SHUT-OFF VALVES SHALL BE INSTALLED IN GROUND COVER AREAS WHEREVER POSSIBLE. 20. PIPING AND WIRE CONDUIT PENETRATIONS THROUGH WALLS AND INSTALLATION EQUIPMENT UNDER PAVING SHALL BE INSTALLED IN SCH 40 PVC SLEEVES, AS CALLED OUT ON PLANS, OR AS PER LOCAL CODES AND MUST BE COORDINATED WITH THE GENERAL CONTRACTOR AND CONTRACTORS OF ALL VARIOUS TRADES THAT MAY BE INVOLVED TO ELIMINATE PROBLEMS THAT MAY ARISE FROM INACCESSIBILITY OR DAMAGE TO ANOTHER TRADE'S WORK. PIPING AND WIRE CONDUIT PENETRATIONS THROUGH EXISTING WALLS SHALL BE CORE DRILLED AND SLEEVED PER ABOVE, UNLESS AN EXISTING SLEEVE IS AVAILABLE FOR RE-USE WHICH WILL NOT SIGNIFICANTLY AFFECT THE SYSTEM DESIGN. 21. USE CHECK VALVES AS REQUIRED TO ELIMINATE LOW HEAD DRAINAGE. 22. THE CONTRACTOR SHALL INSTALL KBI SERIES ANTI-DRAIN VALVES ON ALL LATERALS IN AREAS WHERE SLOPE OF GRADE EXCEEDS 4:1, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION OCCURS, OR AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 23. THE CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF PLANT MATERIAL. AT NO TIME SHALL THE CONTRACTOR APPLY WATER AT A RATE OF FREQUENCY WHICH CAUSES RUNOFF OR OVER-SATURATION OF THE SOIL. 24. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERS PRAY ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS TO THE EXTENT POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND ADJUSTING THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING FLOW FOR EACH SYSTEM. 25. WHEN RADIUS OF SPRINKLER HEADS AS REQUIRED FOR PROPER COVERAGE IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A PRESSURE COMPENSATING SCREEN (PCS) FOR LOW FLOW AND RADIUS CONTROL. 26. USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN SPRAYS OVER ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS. ADJUSTABLE ARC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED. 27. NO OVERSPRAY OR LOW HEAD DRAINAGE SHALL BE ALLOWED. 28. WHEN VERTICAL OBSTRUCTIONS (LIGHT POLES, FIRE HYDRANTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 29. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE IMMEDIATELY UPON REJECTION. 30. ALL ELECTRICAL CONTROL WIRE SHALL BE DIRECT BURIAL #14 U.F. APPROVED IN AN 18" DEEP TRENCH INSTALLED UNDER THE MAINLINE PIPE. WIRE CONNECTORS SHALL BE PENTITE OR □RI-SPLICE ONLY. COLORS FOR CONTROL WIRE SHALL BE AS FOLLOWS: A. COMMON WIRE -WHITE (FOR MULTIPLE CONTROLLERS USE DIFFERENT STRIPE COLOR PER CONTROLLER) B. HOT WIRE -BLACK C. EXTRA COMMON WIRES -WHITE WITH ORANGE STRIPE -MINIMUM 3 EACH DIRECTION AND ONE TO EACH LEG OF MAINLINE FROM POC PER CONTROLLER (DIFFERENT STRIPE COLOR PER CONTROLLER) D. EXTRA HOT WIRES, MINIMUM (1) EXTRA HOT WIRE FOR EVERY (5) WIRES PLUS (3) EXTRA HOT WIRES RUN TO EACH END OF MAINLINE BACK TO THE CONTROLLER -LABEL ALL SPARE WIRES AT BOTH ENDS "SPARE". E. MASTER VALVE -BLUE W/ WHITE STRIPE/ WHITE W/ BLUE STRIPE. F. FLOW SENSOR -RED W/ WHITE STRIPE/ RED WI BLUE STRIPE. 31. ALL AUTOMATIC CONTROLLER PROGRAMS MUST BE SET TO OPERATE BETWEEN THE HOURS OF 10 P.M. AND 6 A.M. 32. THE ENTIRE SPRINKLER SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING THE SETTLING OF BACKFILLED AREAS AND TRENCHES FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. SHOULD ANY OPERATION DIFFICULTIES IN CONNECTION WITH THE SPRINKLER SYSTEM DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD, WHICH IN THE OPINION OF THE OWNER MAY BE DUE TO INFERIOR MATERIAL AND/OR WORKMANSHIP, SAID DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST. 33. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER. 34. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE CONTRACTOR SHALL VERIFY WATER PRESSURE IN THE FIELD PRIOR TO CONSTRUCTION TO DETERMINE IF IT IS SUFFICIENT TO OPERATE SYSTEMS AS DESIGNED. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE PROJECT LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. 35. AFTER INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT TO DETERMINE IF THE IRRIGATION COVERAGE FOR PLANTING AREAS IS ADEQUATE AND COMPLETE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR BECAUSE DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS WERE NOT BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. COLOR CHART NOTE: AS A REQUIREMENT THE AUTOMATIC CONTROLLER SHALL CONSIST OF A NEATLY DRAWN 11"x17" LAMINATED IRRIGATION PLAN AND COLORED ZONE MAP LAYOUT CHART. LAYOUT CHART SHALL BE COLOR CODED INDICATING LOCATION OF ALL CONTROLS, SLEEVES, PIPING, HEADS (INCLUDING TYPE), VALVES AND CONNECTION TO WATER SERVICE. Irrigation General Notes 1. IRRIGATION PLANS ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE ARE TO BE INSTALLED IN LANDSCAPED AREA NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. THE IRRIGATION CONTRACTOR SHALL ENSURE NO OVERSPRAY ONTO HARDSCAPE, STREETS, WALLS OR ANY OTHER HARDSCAPE / STRUCTURE. 2. MAINLINE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDS CAPE AND OTHER OBSTACLES TYP. 3. WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 4. WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE COMPENSATING SCREEN FOR LOW FLOW AND RADIUS CONTROL. 5. USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN OVER SPRAYS ONTO BUILDINGS, WALLS OR PAVING. ADJUSTABLE ARC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED. 6. OVERHEAD IRRIGATION SHALL NOT BE PERMITTED WITHIN 24 INCHES OF ANY NON-PERMEABLE SURFACE, (PER STATE ORDINANCE AB 1881.) ABSOLUTELY NO OVERSPRAY OR LOW HEAD DRAINAGE IS ALLOWED. 7. IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ONLY. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 8. ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING. 9. ALL LEAD WIRES TO BE #14 GAUGE, AND BLACK IN COLOR. ALL COMMON WIRE TO BE #14 GAUGE AND WHITE WITH COLORED STRIPE DIFFERING PER CONTROLLER. TWO (2) EXTRA WIRES SHALL BE PROVIDED FOR EACH GROUP OF FIVE (5) VALVES AND LOOPED IN A NEARBY VALVE BOX WITH MINIMUM 2' OF COILED WIRE. 10. ALL IRRIGATION ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATER/OVERS PRAY ONTO BUILDING OR WINDOWS. ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 11. TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING AND BUILDINGS FOR DRAWING CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 12. CONTROLLER LOCATION SHOWN ON THIS DRAWING IS APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE CONTROLLER LOCATION FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL CONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLER AND ALL WIRE CONNECTIONS FROM ALL VALVES AND APPURTENANCE VALVES TO TERMINAL STRIP. REFER TO ELECTRICAL ENGINEER'S DRAWING'S FOR POWER SOURCE. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND REGULATIONS. FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. 13. ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. Guidelines For Recycled Water Use The following guidelines are intended to provide the basic parameters for the use of reclaimed water in landscape irrigation. To operate your system in compliance with these guidelines you must 1. Irrigate between the hours of 10:00 p.m. and 6:00 a.m. only. Watering outside this time frame must be done manually with qualified supervisory personnel on-site. No system shall at any time be left unattended during use outside the normal schedule. 2. Irrigate in a manner that will minimize runoff pooling and ponding. The application rate shall not exceed the infiltration rate of the soil. Timers must be adjusted so as to be compatible with the lowest soil infiltration rate present. This procedure may be facilitated by the efficient scheduling of the automatic control clocks, (i.e. employing the repeat function to break up the total irrigation time into cycles that will promote maximum soil absorption). 3. Adjust spray heads to eliminate overspray into areas not under the control of the customer. For example, pool decks, private patios, streets and sidewalks. 4. Monitor and maintain the system to minimize equipment and material failure. Broken sprinkler heads, leaks, unreliable valves, etc., should be repaired as soon as they become apparent. 5. Educate all maintenance personnel, on a continuous basis, of the presence of reclaimed water, and the fact that it is not approved for drinking purposes. Given the high turnover rate of employees in the landscape industry, it is important that this information be disseminated on an almost daily basis. It is you, the landscape contractor, who is responsible for educating each and every one of your employees. 6. Obtain prior approval for all proposed changes and modifications to any on-site facilities. Such changes must be submitted to, and approved by, the District Engineering office and designed in accordance with District standards. Failure to comply with any or all of the above guidelines puts your system in violation Of the District's Rules and Regulations and will result in termination of service until the appropriate corrective steps have been taken. AS-BUILT NOTE: AS-BUILT RECORD DRAWINGS WERE NOT AVAILABLE AT TIME OF SYSTEM DESIGN. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXISTING IRRIGATION SYSTEM AS-BUILTS FROM OWNER PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CONFIRM ALL CONNECTION POINTS AND EXISTING IRRIGATION SYSTEMS AFFECTED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF PROPOSED IRRIGATION SYSTEM CONNECTION POINT AND CONTROLLER LOCATION FOR APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ALL LABOR AND MATERIALS REQUIRED TO IRRIGATE AREAS WITHIN THE LIMITS OF WORK AND TO ADJUST AREAS ADJACENT TO THE LIMITS OF WORK SHALL BE INCLUDED AS PART OF THIS CONTRACT. NO ADDITIONAL COSTS WILL BE ALLOWED FOR THE PROPOSED IRRIGATION IMPROVEMENTS OR ADJUSTMENT OF THE EXISTING ADJACENT IRRIGATION SYSTEMS. Existing Irrigation Notes 1. THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING IRRIGATION AND PLANTING ON PROPERTY. ANY DAMAGE OR ADJUSTMENTS REQUIRED INCLUDING REPLACING OR RELOCATING IRRIGATION LINES, HEADS, VALVES, WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL DUE TO THE CONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. THE OWNER'S REPRESENTATIVE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO COMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 2. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO COMMENCING WORK. ALL EXISTING IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FIELD AT START OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFLOW DEVICES, CONTROLLERS, METERS, SERVICE LINES, ETC. SHALL BE VERIFIED IN FIELD. ALL EXISTING IRRIGATION EQUIPMENT SHALL BE CLEARLY INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN ACCURATE BASE DRAWING AND SUBMITTED AS A SHOP DRAWING. SAID SHOP DRAWING SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. NO WORK SHALL PROCEED WITHOUT APPROVAL OF SAID SHOP DRAWINGS. 3. ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT SHALL BE AS APPROVED BY, LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT SHALL BE INSTALLED WITHOUT APPROVAL OF LAYOUT. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT AND RELATED EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.C.V. CONTROL WIRES, ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC. ALL LAYOUT AND LOCATIONS SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 7. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEM AS REQUIRED. SYSTEM SHALL PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 8. CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SEWER PLAN FOR UNDERLYING WATERLINES, EASMENTS, AND OTHER RELATED EQUIPMENT. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO EXISTING IRRIGATION, LANDSCAPE AND HARDSCAPE DAMAGED BY ROUTING NEW WIRES TO CONTROLLER AT NO ADDITIONAL COST TO THE OWNER. 10. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. 11. CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIAL THROUGHOUT THE CONSTRUCTION PROCESS. ANY DAMAGE DUE TO CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY TO PREVENT ANY LAPSE IN IRRIGATION OF THE EXISTING PLANT MATERIAL. ANY PLANT MATERIAL AND/OR IRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO A LIKE NEW CONDITION AS PART OF CONTRACT. 12. ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO THE EXISTING CONTROLLER SHALL BE RECONNECTED TO THE EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE ADJUSTMENT/MODIFICATION OF EXISTING IRRIGATION SYSTEM WITHIN THIS AND OTHER ArlEAS AFFECTED BY THE PROPOSED IMPROVEMENTS. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 14. NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. ALL ADJACENT SYSTEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION , 15. CONTRACTOR SHALL OBTAIN EXISTING IRRIGATION AS-BUILT RECORD DRAWINGS FOR ADJACENT IRRIGATED AREAS PRIOR TO STARTING WORK. ALL EXISTING IRRIGATION EQUIPMENT LOCATION, SIZES, AND CONDITIONS SHALL BE VERIFIED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE AT START OF WORK. 16. WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS OVER 1" IN DIAMETER. ALL CUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING IS REQUIRED, THE CONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THE DRIP LINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL. FOR LANDSCAPE IRRIGATION PLANS -SEE SHEETS 8 -11 Recycled Water Standard Plan Notes 1. All work shall be done in accordance with the City of Carlsbad's Rules and Regulations. 2. Drinking water fountains and designated outdoor eating areas shall be protected against contact with recycled water spray, mist or runoff. 3. Best management practices shall be used to eliminate or control to the best possible; ponding, run-off, over-spray and misting. 4. Hose bibs are strictly prohibited. 5. Cross-connections between recycled water lines and potable water lines are strictly prohibited. 6. No substitutions of pipe materials will be allowed witl1out prior approval of the City of Carlsbad. 7. All mainline pipe shall have warning tape per the City of Carlsbad's Rules and Regulations. 8. 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 te1iiary recycled water shall be under the supervision of the designated user supervisor. Irrigation with water of a lesser quality than disinfected tertiary recycled water shall be between the hours of 9:00 p.m. and 6:00 a.m. 9. Burial of all wiring and pipe shall meet the City of Carlsbad's Rules and Regulations. 10. Non-designated use areas shall be protected from contact with recycled water, whether by windblown spray or by direct application through irrigation or other use. Lack of protection, whether by design, construction practice or system operation, is strictly prohibited. 11. Irrigation heads shall be relocated or adjusted to minimize or eliminate over-spraying on sidewalks, streets and non-designated use areas. 12. Recycled water quick coupling valves shall be of a type designed for use on recycled water distribution systems per the City of Carlsbad's Rules and Regulations. 13. All appurtenances (sprinkler heads, valve boxes, etc.} on recycled water systems shall be color-coded purple per AWWA guidelines and Section 116815 of the California Health and Safety Code. 14. All irrigation pipe shall be stenciled with the warning "Non-Potable or Recycled Water", color coded (purple) and laid with the warning tape and stenciling oriented toward the top of the trench per the City of Carlsbad's Rules and Regulations. 15. On new on-site systems (post meter), potable water, constant pressure recycled water and sewer lines shall be placed a minimum of four feet apart or as directed by the project engineer and/or regulatory agency. Mearsurements shall be between facing surfaces, not pipe center lines. 16. Constant pressure recycled water lines shall cross at least twelve inches below potable water lines and maintain at least twelve inches crossing separation between other utilities. 17. If a constant pressure recycled water line shall 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 with'in an approved protective sleeve as per the City of Carlsbad's Rules and Regulations. 18. Developer/Contractor shall conduct a cross-connection test and coverage test as directed by the City of Carlsbad and/or the San Diego County Department of Environmental Health prior to any use of recycled water. 19. The required cross-connection inspection shall be done by e·1ther the Carlsbad Water District and/or the San Diego County Department of Environmental Health. Copies of inspection reports will be forwarded to the non-inspecting party. 20. The design proposed for recycled water "Do Not Drink" signs shall be placed as directed by the City. 21. When recycled water becomes available, an on-site user supervisor shall be designated in writing. This individual shall be familiar with plumbing systems within the prope11y, 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 San Diego Water District. In case of emergency contact Mike Hodges t (949) 336-7000 ------,--~~-----a ----'-c-,-'--,-,---,-----Name Phone Number Or after hours contact _______ M_ik_e_H_o~dg~•-•-----at ___ (~9-49~)_3_3_6-_7_00_0 ___ _ Name Phone Number 22. All public and private potable water mains including fire mains and any water wells and water courses within the recycled water project shall be shown on the plans. 23. Call out on the plans if there are or not drinking fountains and or designated outdoor eating areas on this site. 24. Educate all maintenance personnel on a continuous basis of the presence of recycled water. Personnel must be informed that recycled water is meant for irrigation purposes only, and is not approved for drinking purposes, hand washing, cleaning of tools, ect. Given the high turnover rate of employees in the landscape industry, it is important this information be disseminated on an almost daily basis. 25. A physical separation shall be provided between adjacent areas irrigated with recycled water and potable water. Separation shall be provided by distance, concrete mow strips or other approved methods. 26. Contact the City's Office two days prior to the irrigation coverage test and arrange a walk through of the system. Failure to comply with any or all of the above guidelines puts your system in violation of the District's Rules and Regulations, and will result in termination of service until the appropriate corrective steps have been taken. 27. All pressure mainline pipe from the recycled water system shall be installed to maintain a 10 foot minimum horizontal separation from all potable water pipe. Where recycled and potable water pressure mainline pipe cross, the recycled water pipe shall be installed below the potable water crossing in a cl. 200 purple pvc sleeve which extends a minimum of 5 feet on either side of the potable water pipe. Provide a minimum vertical clearance of 12 inches. ONSITE RECYCLED AND POTABLE WATER SEPARATION REQUIREMENTS: HORIZONTAL SEPARATIONS: THE PRESSURIZED RECLAIMED WATER PIPING SHALL MAINTAIN A (10) FOOT HORIZONTAL SEPARATION AT ALL TIMES FROM ALL POTABLE WATER PIPING AND/OR A PARALLEL SANITARY SEWER SYSTEM. IF A 10-FOOT HORIZONTAL SEPARATION IS NOT POSSIBLE, SPECIAL CONSTRUCTION REQUIREMENTS SHALL BE CONSIDERED, REFER TO DISTRICT STANDARDS. COMMON TRENCH CONSTRUCTION IS PROHIBITED. VERTICAL SEPARATIONS: THE PRESSURIZED RECLAIMED WATER PIPING SHALL MAINTAIN A MINIMUM OF ONE FOOT VERTICAL SEPARATION AT ALL TIMES FROM ALL PRESSURIZED POTABLE WATER PIPING AND/OR A SANITARY SEWER SYSTEM. THE PRESSURIZED RECLAIMED WATER PIPING SHALL BE INSTALLED ONE FOOT BELOW ALL PRESSURIZED POTABLE WATER PIPING ONE FOOT ABOVE ALL SANITARY SEWER SYSTEMS. IF A ONE FOOT VERTICAL SEPARATION IS NOT POSSIBLE, SPECIAL CONSTRUCTION REQUIREMENTS SHALL BE CONSIDERED. REFER TO DISTRICT STANDARDS. RETROFIT EXISTING IRRIGATION NOTE: EXISTING IRRIGATION SHALL BE RETROFITTED SO THAT ALL ABOVE-GRADE ITEMS ARE COLOR-CODED "PURPLE" AND MARKED FOR RECYCLED WATER USE, PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. THIS INCLUDES REPLACING GREEN VALVE BOX COVERS WITH "PURPLE" COVERS MARKED FOR RECYCLED WATER, INSTALL "PURPLE" RECYCLED WATER CAPS ON EXISTING POP-UP HEADS, "PURPLE" RECYCLED WATER STICKERS ON SPRAY RISERS, ETC. EXISTING QUICK COUPLERS MUST BE CHANGED TO RECYCLED WATER APPROVED QUICK COUPLERS PRIOR TO RECYCLED WATER CONVERSION. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF CARLSBAD'S RULES AND REGULATIONS AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. FOR LANDSCAPE IRRIGATION LEGEND AND CALCULATIONS -SEE SHEET 13 FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 15 -17 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS_ R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 3871323 www.ridgela.com FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 23 -27 "AS-BUILr DATE L.A-EXP_ REVIEWED BY: INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTIOM REVISIONS APP'D I 8H1E4ET 11 CITY OF CARLSBAD I I 8HE2E7T81 . PLANNING DIVISION . APPROVED PLANNING DWN BY CHKD BY FIELD BY TENANT IMPROVEMENT PLANS FOR: PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE IRRIGATION NOTES 11;:( Gr, 1' . -z,.t . I ,z,. DATE LA PROJECT NO. DRAWING NO. RS PC 12-18 475-3L N .,..-- 0 £::I 00 ~ ..J ~ ~ (J) ::J (/) ~ 0 ..J <( z LL 12 111~~;21,,~~~~~ 5'\------'=====:;)====ca.,===.u,;~=-:::'= SECTION VIEW LEGEND: 1. ROAD PAVING. 2, UNDISTURBED SOIL. 3. SAND BACKFILL. 4. (PURPLE) "RECYCLED WATER" SCHEDULE 80 PVC PIPE. 5. (PURPLE) "RECYCLED WATER" 6" DIAMETER OR GREATER SCH 80 PVC PIPE. 6. WIRE SLEEVE NOTES: 7. (PURPLE) "RECYCLED WATER" 6" DIAMETER OR GREATER SCH 40 PVC PIPE. 8. (PURPLE) "RECYCLED WATER" 3" -5-1/2" DIAMETER SCH 40 PVC PIPE. 9. (PURPLE) "RECYCLED WATER" 2-1/2" OR LESS DIAMETER SCH 40 PVC PIPE. 10. 12" CLEAN COMPACTED BACKFILL. 11. PAVING (NON-ROAD). 12. TWO 3" WIDE, PURPLE RECYCLED WATER, DETECTIBLE METALLIC MARKING TAPES. A. SLEEVES UNDER PAVING (NON-ROADS) SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. LESS THAN 3" DIAMETER= 18" COVER, 3" - 5-1/2" DIAMETER= 24" COVER, 6" DIAMETER OR GREATER= 36" COVER - "PURPLE" RECYCLED WATER SCH 40 PVC PIPE. B. SLEEVES UNDER ROADS SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. 6" DIAMETER OR LESS = 36" COVER, 6" DIAMETER OR GREATER= 48"COVER -"PURPLE" RECYCLED WATER SCH 8D PVC PIPE. SLEEVE INSTALLATION NOTTO SCALE 1-11----t3 SECTION VIEW NOTES: LEGEND: 1. LOW VOLTAGE WIRES -SEE LEGEND FOR SIZE AND TYPE. 2. POLY TUBE PRE-FILLED WITH WATERPROOF GEL -SEE LEGEND FOR TYPE. 3 WIRE CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF ½" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTOR TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. A. ALL WIRE CONNECTIONS SHALL INCLUDE A WIRE NUT CONNECTOR AND A POLY TUBE PRE-FILLED WITH WATERPROOF SEALING GEL. B. DIRECT BURY SPLICE KIT MODEL# SA 101 SHALL BE USED TO ELECTRICALLY CONNECT 2 -#14 AND/OR 1 -#18 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE MODEL# SA102, A LARGER WIRE CONNECTOR WIRE CONNECTION NOTTO SCALE • "' - ~---;1 I A1 I I A2 I A3 1~1 1~1 > (.) 0:::: lllQZJ ]RECYCLED WATER I IRFCYCLFO WATER I klcCYCL~D WAlEcR 0 0 0 k 12" 'l k 'l k 12" 'l k 'l k 12" 'l k 'l I HARDSCAPE I PLAN VIEW LEGEND: 1. (PURPLE) "RECYCLED WATER" RECTANGULAR VALVE BOX, TYPICAL. 2. APPROPRIATE STATION NUMBER HEAT-BRANDED ONTO VALVE BOX LID AND MARKED FOR RECYCLED WATER 3. "RCV" HEAT-BRANDED ONTO VALVE BOX LID. 4. PLASTIC RECYCLED WATER WARNING PLATE, BOLT TO COVER 5. (PURPLE) "RECYCLED WATER" ROUND QUICK-COUPLING VALVE BOX, TYPICAL. 6. EDGE OF HARDSCAPE, WALK, FENCE, CURB, ETC. NOTES: A CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICING OF VALVE. B. SET VALVE BOXES 1-1/2" MAXIMUM ABOVE GRADE IN MULCH OR GROUNDCOVER / SHRUB AREAS, SET ½" ABOVE FINISH GRADE IN TURF AREAS. C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER / SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER. D. SET VALVE BOXES PARALLEL TO ONE ANOTHER AND PERPENDICULAR TO EDGE. E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT THEIR DEFORMATION/ COLLAPSE. 4 1 ,,11~~ '-::n::==::==::J-~----{ 9 SECTION VIEW LEGEND: 1. CONTROL WIRES WITH EPOXY-FILLED CONNECTIONS -PROVIDE 24" COIL OF WIRE AT VALVE. 2. REMOTE CONTROL VALVE WITH (PURPLE) HANDLE -SEE LEGEND FOR TYPE. 3. PRESSURE REGULATING BASKET FILTER 4. PVC SCH 4D MALE ADAPTER (2 REQ. FOR 1" VALVE) (4 REQ. FOR 1-1/2" VALVE) 5. PVC SCH 8D UNION (1 REQ. FOR 1" VALVE) (2 REQ. FOR 1-1/2" VALVE) 6. PVC SCH 8D NIPPLE -LENGTH AS REQUIRED, TYPICAL. 7. (PURPLE) "RECYCLED WATER" PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER , USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "RCV" & CONTROLLER STATION NUMBER ONTO LID. 8. FINISHED GRADE -SET TOP OF VALVE BOX ½" ABOVE GRADE IN TURF AREAS AND 2" ABOVE GRADE IN SHRUB/ GROUND COVER AREAS. 9. (PURPLE) "RECYCLED WATER" PVC LATERAL LINE TO DRIP SYSTEM. 1D. NOMINAL SIZE SOLID BRICK -4 REQUIRED, ONE AT EACH CORNER OF VALVE BOX. 11. PEA GRAVEL -MINIMUM 4" DEPTH. 12. LANDSCAPE FABRIC. 13. PVC SCH 8D NIPPLE (2" LENGTH, HIDDEN) AND PVC SCH 4D ELL. 14. (PURPLE) "RECYCLED WATER" PVC MAINLINE -DEPTH PER SPECIFICATIONS. 15. PVC SCH 8D NIPPLE. (LENGTHS REQUIRED) 16. PVC SCH 8D ELL. 17. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION# ID. TAG ATTACHED TO VALVE BONNET BOLT. NOTES: A USE SCH 80 PVC FITTINGS ON UPSTREAM PRESSURE SIDE OF VALVE. B. USE SCH 4D PVC FITTINGS ON NON-PRESSURE SIDE OF VALVE. C. SET TOP OF VALVE BOX½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. D. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. E. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE LATERAL LINE DEPTH. • ~ \:' .. \J\i',·./Y, ::\ SECTION VIEW NOTES: LEGEND: 1. POP-UP SPRAY HEAD -SEE LEGEND FOR TYPE. 2. FINISH GRADE. INSTALL HEAD ½" ABOVE GRADE IN TURF AREAS AND 1" ABOVE GRADE IN SHRUB AREAS. 3. APPROVED BACKFILL. 4. MANUFACTURED SWING JOINT - HUNTER SWING JOINT MODEL #SJ-512 OR RAIN BIRD MODEL #SA-125050. 5. SCH 80 PVC TEE-SxSxT OR ELL-SxT. 6. (PURPLE) RECYCLED WATER PVC LATERAL LINE PIPE -SEE LEGEND FOR TYPE, SEE PLANS FOR SIZE 7 (PURPLE) "RECYCLED WATER" COVER. A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. B. INSTALL SPRINKLER HEADS 24" FROM ANY NON-PERMEABLE SURFACE. C. INSTALL SPRINKLER HEADS MINIMUM 12" FROM ALL BUILDINGS AND WALLS. D. INSTALL SPRINKLER HEADS PLUMB. E. ADJUST SPRAY OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. F. USE TEFLON TAPE ON THREADED FITTINGS, TYPICAL. G. DO NOT SCALE DRAWINGS. H. DO NOT USE SIDE INLET. E VALVE BOX LAYOUT NOTTO SCALE © DRIP REMOTE CONTROL VALVE NOTTOSCALE @ POP-UP SPRINKLER NOTTO SCALE ~~~~""""""~~~~----0 ······ mm ---++-=-+++=--+H'11---; 2 7 ~11-Fl-w:=H~~:i ..... ·. ·.·.·:·:·:·: •::<: ... <·::<<:: •.. i' I I I I i' I I I 11 1111 1111111 .. :· ..... ... . ...... i'11 11i'11""111~-1 3 . ill ill ill ill ~~-+"'F"-~~§ttl---{4 -- SECTION VIEW DIMENSION A 3/4" TO 3" IN SIZE 12" 4" TO 6" IN SIZE 18" LEGEND: 1. FINISHED GRADE. 2. CLEAN COMPACTED BACKFILL. 3. UNDISTURBED SOIL. 4. (PURPLE) "RECYCLED WATER" PVC LATERAL LINE -SEE LEGEND FOR TYPE. 5. (PURPLE) "RECYCLED WATER" PVC MAINLINE - SEE LEGEND FOR TYPE. 6. CONTROL WIRES. 7. TWO 3" WIDE, PURPLE RECYCLED WATER, DETECTIBLE METALLIC MARKING TAPES. NOTES: I B 18" 24" A LINES MUST HAVE MINIMUM CLEARANCE OF 4" FROM EACH OTHER AND 24" FROM OTHER TRADES. B. RUN WIRING UNDER MAINLINE. TAPE AND BUNDLE@ 1D' O.C. C. TIE A 24" LOOP IN ALL WIRING AT CHANGES IN DIRECTION. D. CONTRACTOR MUST ADJUST MAINLINE AROUND ALL STREET LIGHT LOCATIONS. 11 15i}-----f,t--~-.f;:z -11--4 ;__-,g_ __ __:;1:--1~=~j-{ ! SECTION VIEW LEGEND: 1. REMOVABLE QUICK COUPLER KEY ASSEMBLY CONNECTION. KEY MUST CLEAR VALVE BOX, AS SHOWN. 2. (PURPLE) "RECYCLED WATER" PLASTIC 10" ROUND VALVE BOX. HEAT BRAND "QCV" ONTO LID. 3. FINISHED GRADE. 4. RECYCLED WATER TAG. 5. STAINLESS STEEL CLAMP -2 REQUIRED. 6. 1/2" PEA GRAVEL -MINIMUM 4" DEPTH. 7. LANDSCAPE FABRIC. 4"MIN. .....___-17 9. (PURPLE) "RECYCLED WATER" PVC MAINLINE -SEE LEGEND FOR TYPE. 1D. PVC SCH 8D TEE OR ELL. 11. BRASS NIPPLE, 6" MINIMUM LENGTH 12. NOMINAL SIZE SOLID BRICK SUPPORTS (3 MINIMUM REQUIRED -SPACED EQUALLY). 13. BRASS ELL -2 REQUIRED. 14. BRASS NIPPLE, LENGTH AS REQUIRED. 15. QUICK COUPLING VALVE WITH LOCKING COVER -SEE LEGEND FOR 8. #4 REBAR -36" MINIMUM LENGTH. TYPE. NOTES: A USE SCH. 80 PVC 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH. B. SET TOP OF VALVE BOX 1-1/2" ABOVE FINISHED GRADE IN MULCH OR GROUNDCOVER / SHRUB AREAS, SET½" ABOVE FINISHED GRADE IN TURF AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL D. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. ' "' - 8 SECTION VIEW LEGEND: 1. (PURPLE) "RECYCLED WATER" PVC LATERAL LINE PIPE. SEE LEGEND FOR TYPE -DEPTH PER SPECIFICATIONS. 2. PVC SCH 40, 45 DEGREE ELL -TYP. (2X) . 3. 1/2" PEA GRAVEL -MINIMUM 4" DEPTH. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). 5. LANDSCAPE FABRIC. 6. (PURPLE) "RECYCLED WATER" PVC MAINLINE. SEE LEGEND FOR TYPE, DEPTH PER SPECIFICATIONS. 7. PVC SCH BO TEE OR ELL ON MAINLINE OR MANIFOLD. 8. SEE SPECIFICATIONS AND TRENCHING DETAIL FOR MAINLINE DEPTH. 9. SCH 80 PVC NIPPLE -LENGTH AS REQUIRED (3 REQUIRED). 10. SCH 80 PVC THREADED ELL. 11. FINISHED GRADE. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS, AND 1-112" IN SHRUB/ GROUND COVER AREAS. 12. CHRISTY'S (PURPLE) "RECYCLED WATER" WARNING TAG AND VALVE STATION# ID. TAG ATTACHED TO VALVE BONNET BOLT. 13. (PURPLE) "RECYCLED WATER" PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER , USE STAINLESS BOLT, NUT, & WASHER. HEAT BRAND "RCV" & CONTROLLER STATION NUMBER ONTO LID. 14. EPOXY-FILLED WATERPROOF CONTROL WIRE CONNECTIONS. SEE LEGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT VALVE. 15. SCH 80 PVC FEMALE ADAPTER 16. PVC SCH 80 UNION (VALVE SIZE) WITH REDUCING BUSH IF REQUIRED. 17. REMOTE CONTROL VALVE. SEE LEGEND FOR TYPE. 18. SCH 80 PVC RISER -LENGTH AS REQUIRED. 19. PRESSURE REGULATOR, IF SPECIFIED NOTES: A USE SCH 80 PVC FITTINGS ON UPSTREAM PRESSURE SIDE OF VALVE. B. USE SCH 4D PVC FITTINGS ON NON-PRESSURE SIDE OF VALVE. C. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. D. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. E. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE LATERAL LINE DEPTH. PIPE INSTALLATION NOTTO SCALE NOT TO SCALE REMOTE CONTROL VAL VE NOTTO SCALE RI D G E L.A. LANDSCAPE ARCHITECTS 8841 Research Drive REVIEWED BY: Suite 200 Irvine, CA 92618 Tel 949 3871323 www.ridgela.com INSPECTOR FOR LANDSCAPE IRRIGATION PLANS -SEE SHEETS 8 -11 FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET 13 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 14 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 23 -27 "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE EXP. DATE BY DESCRIPTION APP'D DATE REVISIONS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I SH1E6ET 11 CITY OF CARLSBAD I I SHE2E7T8 I . PLANNING DIVISION . APPROVED PLANNING DWN BY CHKD BY FIELD BY TENANT IMPROVEMENT PLANS FOR: PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE IRRIGATION DETAILS 11dl c.r-t1t~± 1 --z,f-. /-t, DATE LA PROJECT NO. DRAWING NO. RS PC 12-18 475-3L __J ~ ~ Ol :::, (/) >-1- () __J <( z LL --'I<--------'<½ ~~~ LLLLLLLLLLLLLLLLL r,;\ LLLLLLLLLLLLLL~~L~L=----~0 LLLLLLLLLLLLLLLLL I I I I --r-------------\. 4 ~--~ =~ LEGEND: SECTION VIEW 1. 3" BARK MULCH. 2. FINISHED GRADE. 3. AMENDED SOIL. 4. DRIP TUBING -SEE LEGEND FOR TYPE. 5. RAIN BIRD XR SERIES 17MM DRIP LINE BARB INSERT FITTINGS. 6. BLANK POLY TUBING -LENGTH AS REQUIRED. 7. 8. 9. RAIN BIRD XR SERIES ½" MALE ADAPTER. PVC LATERAL LINE PIPING INLET OR EXHAUST MANIFOLD. SCH 40 PVC TEE SxSxT, LINE SIZE BY ½". 0 2 0 1 }--I NOTE: 0 PLAN VIEW LEGEND: 1. SUPPLY HEADER, 3/4" PVC SCH 40. 2. DRIP REMOTE CONTROL VALVE ASSEMBLY. SEE LEGEND FOR TYPE. 3. LANDSCAPE DRIPLINE TUBING. DRIPLINE SPACING: 12". 4. 9" WIRE STAKES -5 FEET ON CENTER. 5. PVC SCH 40 SxSxT TEE/ ELL WITH DRIPLINE INSERT FITTING . 6. DRIP LINE INSERT CROSS FITTINGS TYP. 7. TREE ROOTBALL. 8. DRIPLINE INSERT TEE FITTINGS TYP. 9. DRIPLINE TUBING CONTINUING TO FLUSH MANIFOLD. 10. XERI-BUBBLER WITH 1032 THREADED INLET. (2 REQ. PER TREE) SEE LEGEND FOR TYPE. INSTALLED WITH POLYFLEX RISER AND STAKE ASSEMBLY WITH 1/4" POLY DISTRIBUTION TUBING, LENGTH AS REQUIRED, AND BARB TRANSFER TEE. DRIPLINE TUBING TO BE INSTALLED ON SUBGRADE WITH 2" TOPSOIL COVER. DRIP RINGS FOR ADDITIONAL DEEP WATER TO TREES PLANTED IN SHRUB AND GROUND COVER AREAS -RINGS TO BE CONNECTED TO SHRUB AND GROUND COVER DRIPLINES. DRIP EMITTERS TO BE PLACED AT TREE ROOTBALL AND ADJUST FLOW PER TREE WATER REQUIREMENT. NOTES: I I ___ :'j LEGEND: 1. (PURPLE) "RECYCLED WATER" PVC PIPE LATERAL LINE FROM DRIP ZONE KIT. 2. (PURPLE) "RECYCLED WATER" PVC PIPE LATERAL LINE SUPPLY MANIFOLD. 3. (PURPLE) "RECYCLED WATER" PVC PIPE INLET HEADER. 4. SCH 40 PVC TEE SxSxT, LINE SIZE BY ½" 2 . 5. DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 6. AIRNACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYP) 7. IN-LINE DRIP TUBING WITH EMITTERS 12 INCH ON CENTER, MAXIMUM ROW SPACING 14 -16 INCHES ON CENTER - SEE LEGEND FOR TYPE. 8. TEE MALE ADAPTER. 9. (PURPLE) "RECYCLED WATER" PVC PIPE FLUSH EXHAUST MANIFOLD. 10. AUTOMATIC DRIP FLUSH VALVE, PLUMBED TO PVC PIPE (TYP) -SEE LEGEND FOR TYPE. 11. DRIP OPERATIONAL INDICATOR -SEE LEGEND FOR TYPE. 12. PLANTER AREA PERIMETER. 13 PERIMETER DRIPLINE LATERALS 2" TO 4" FROM EDGE. A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. ~4 LLLLLLLLLLLLLLLLLLLLLLLLLLLV ~ 3" 2" "I<---,;;;,'.,_' _LLLLLLI ' LLLLLL' '.LLLLLLL ' ' _LLLLLL LLLLLL LLLLLLL I I I I I J I I I I I I I I I I I I I SECTION VIEW LEGEND 1. 3" BARK MULCH. 2. FINISHED GRADE. 3. AMENDED SOIL INSTALLED AFTER TUBING. 4. DRIP TUBING INSTALLATION, MAXIMUM 15" ROW SPACING. 5. AMENDED SOIL AS PER LANDSCAPE DRAWINGS. BRING SOIL LEVEL TO 3" BELOW FINISHED GRADE PRIOR TO DRIP TUBING INSTALLATION. 6. 9" WIRE STAKES FIVE (5) FEET ON CENTER. NOTES A. TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO 3" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. B INSTALL TUBING ROWS A MAXIMUM OF 15" APART IN SHRUB AREAS AND SECURE TO GRADE USING WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING. C. BACKFILL FINAL 2" OF SOIL OVER THE TUBING AFTER INSTALLATION OF THE TUBING, @ DRIPLINE CONNECTION NOTTOSCALE @ TREE DRIP-RING LAYOUT NOTTO SCALE® DRIPLINE LAYOUT (TYP) NOTTOSCALE CD DRIPLINE LAYOUT (TYP) NOTTO SCALE 11. I:- 9 }--ff----------,L_J_~-----..-_:-t7'----1 LEGEND: SECTION VIEW 1. (PURPLE) "RECYCLED WATER" 6" ROUND PLASTIC VALVE BOX -HEAT BRAND "FV" ONTO LIO. 2. FINISHED GRADE. 3. (PURPLE) "RECYCLED WATER" SCH 40 PVC PIPE EXHAUST HEADER FROM DRIP TUBING. 4. CHRISTY'S RECYCLED WATER WARNING TAG: "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH. 5. (PURPLE) "RECYCLED WATER" PVC LATERAL (OR EXHAUST HEADER). 6. PEA GRAVEL -2.5 CUBIC FEET MINIMUM. 7. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED -EQUALLY SPACED). 8. LANDSCAPE FABRIC. 9. S X ½" SCH. 40 PVC 90 DEGREE ELL (SIZE AS REQUIRED). 10. AUTOMATIC DRIP FLUSH VALVE -SEE LEGEND FOR TYPE. NOTES: A. USE 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH. B. SET TOP OF VALVE BOX 1-112" ABOVE FINISHED GRADE IN GROUNOCOVER / SHRUB AREAS, AND½" ABOVE FINISHED GRADE IN TURF AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. SECTION VIEW LEGEND: 1. TREE. SEE PLANTING PLAN FOR TYPE. 2. XERI-BUBBLER WITH 1032 THREADED INLET. (2 REQ. PER TREE) SEE LEGEND FOR TYPE. 3. POL YFLEX RISER AND STAKE ASSEMBLY: SEE LEGEND FOR TYPE. 4. 1/4" POLY DISTRIBUTION TUBING. LENGTH AS REQUIRED: SEE LEGEND FOR TYPE. 5. ¼" BARB TRANSFER TEE: SEE LEGEND FOR TYPE. 6. POLYETHYLENE INLINE DRIP TUBING, SEE LEGEND FOR TYPE. 7. 9" WIRE STAKES FIVE (5) FEET ON CENTER. 8. MULCH OR COBBLE COVER, PER LANDSCAPE PLANS. 9. FINISHED GRADE. 10. AMENDED SOIL, PER LANDSCAPE PLANS. NOTES: A. STAKE XERI-BUBBLERS OVER EDGE OF ROOTBALL. B. OFFSET XERI-BUBBLERS TO UP-SLOPE SIDE OF ROOTBALL IN SLOPE CONDITIONS OF 3:1 OR GREATER. C. LENGTH OF DISTRIBUTION TUBING SHALL NOT EXCEED 5 FEET 17'.-- I I 2·~: I 7 I I a I I I r.10"-"-1 I I I I I ,--- L 7 _J ~~--i I I I I I I I I I I I ~ -----------------~ 1 1 1 INSET A 0 0 0 0 @ ® 0 ® ® @ @ @ @ PVC EXHAUST HEADER PVC SCH 40 TEE OR EL (TYPICAL) BARB X MALE FITTING FLUSH VALVE (TYPICAL), SEE LEGEND FOR TYPE PERI METER OF AREA PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA, MINIMUM 12" FROM BUILDINGS. PVC SUPPLY PIPE FROM CONTROL ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND} PVC SUPPLY MANIFOLD CONNECTION FROM SUPPLY MANIFOLD TO ORI PLINE (TYPICAL)-SEE INSET A ON-SURFACE DRIPLINE (TYPICAL) , SEE LEGEND FOR TYPE BARB X FEMALE FITTING (TYPICAL), SEE LEGEND FOR TYPE ¾" PVC NIPPLE, LENGTH AS NECESSARY AIR RELIEF VALVE (TYPICAL), SEE LEGEND FOR TYPE il I I I I I I I I I I I ' I J_ I I V ~ I I I I I ' I I / -~ / ~ <D- ~ PLAN VIEW NOTES: T 0 REMOTE CONTROL VALVE TH FILTER WI PRESSURE REGULATING VALVE TRANSITION TO DRIP TUBING (PURPLE) "RECYCLED WATER" PVC PIPE SUPPLY MANIFOLD E1MIT TERS 12 INCH ON CENTER I POINT OF EACH AIRNACUUM RELIEF VALVE (PLUMBED AT EACH HIGH LATERAL LEG) (TYP) I EMIT I AIR RELIEF LATERAL CENTERED ON MOUND OR BERM) ( PLANTER AREA PERI METER DRIP TUBING LATERAL TERS 12 INCH ON CENTER (PURPLE) "RECYCLED WATER" PVC PIPE FLUSH MANIFOLD PERIMETER LATERALS 2" TO 4" FROM EDGE ZONE FLUSH VALVE PLUMBED TO PVC PIPE (TYP) A. INSTALL DRIP FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER PLAN. B. INSTALL AIR RELIEF VALVES PER DETAIL, AT HIGH POINTS OF EACH TUBING SECTION PER PLAN. C. RUN AIR/VACUUM RELIEF BLANK TUBING LATERAL ALONG HIGH POINT OF MOUND OR BERM. D. ATTACH ALL IN-LINE DRIP TUBING TO AIR RELIEF VALVE BLANK LATERAL. MORE THAN TWO RELIEF VALVES MAY NEED TO BE INSTALLED PER SECTION ® AUTOMATIC DRIP FLUSH VALVE NOTTOSCALE ® TREE DRIP EMITTER CONNECTION NOTTO SCALE CD DRIPLINE LAYOUT (TYP) NOTTO SCALE GD DRIPLINE LAYOUT (TYP) NOTTO SCALE R I D G E LANDSCAPE ARCH! T ECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com L.A. REVIEWED BY: INSPECTOR FOR LANDSCAPE IRRIGATION PLANS -SEE SHEETS 8 -11 FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET 13 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 14 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 23 -27 "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE EXP. DATE BY DESCRIPTION APP'D DATE REVISIONS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I SH1E6ET 11 CITY OF CARLSBAD 11 SHE2E7TS I . PLANNING DIVISION _ APPROVED PLANNING OWN BY CHKD BY FIELD BY TENANT IMPROVEMENT PLANS FOR: PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE IRRIGATION DETAILS /1.;')! &, ~\.p-}t--r . 2-4-.1,z., DATE LA PROJECT NO. DRAWING NO. RS PC 12-18 475-3L N ..- 0 ~ co ia _J ~ 2 a:i ::i (/) ~ 0 _J <( z LL 4 -----------{ 5 SECTION VIEW -NOT TO SCALE NOTES: LEGEND: 1. FINISH GRADE. 2. 3" WIDE, PURPLE RECYCLED WATER, DETECTIBLE METALLIC MARKING TAPES. 3. (PURPLE) "RECYCLED WATER" PVC PIPE NON-PRESSURE LATERAL LINE PIPE FROM IRRIGATION HEAD TO IRRIGATION HEAD. WHENEVER THE LINES CROSS THE POTABLE PIPE, NO SLEEVE IS REQUIRED. 4. (PURPLE) "RECYCLED WATER" PVC PIPE PRESSURE MAINLINE. 5. CONTROL WIRES. 6. POTABLE WATER LINE. 7. (PURPLE) "RECYCLED WATER" PVC PIPE PRESSURE MAINLINE PLACED WITHIN SLEEVE. 8. CONTROL WIRES PLACED WITHIN SLEEVE FOR PAVING AND HARDSCAPE CROSSINGS. A. WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES CROSS, THE RECYCLED LINES SHALL BE INSTALLED IN A CLASS 200 PURPLE COLORED PVC SLEEVE. PVC SLEEVE SHALL EXTEND 10 FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 20 FEET. B. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. C. VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABLE WATER LINE. D. ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED. E. IF POTABLE WATER LINE HAS LESS THAN (36") COVER, RECYCLED WATER LINE MUST CROSS BELOW POTABLE WATER LINE REFER TO THE WATER AGENCIES' STANDARDS DESIGN GUIDE FOR PIPE SEPARATION REQUIREMENTS. RECYCLED/ POTABLE PIPE CROSSING 5 LEGEND: CAUTIO RECLAIMED WATER SED FOR IRRIGATION DO NOT DRINK CUIDADO . M AGUA RECLAMADA UNICAMENTE PARA REGAR PROHIBO TOMAR 8" SECTION VIEW 4 1. 2" SQ. ALUMINUM TUBE PAINTED TO MATCH FRAZEE "ORANGE PEAL" 2. FINISH GRADE 3. CONCRETE FOOTER 4. 9"x14"x118" ALUMINUM PAINTED TO MATCH PURPLE PMS COLOR #266 5. HP WHITE VINYL GRAPHICS 112" HEIGHT NOTES: A. REFER TO RECYCLED WATER PLAN, SHEET 12, FOR SIGN LOCATIONS. B. SIGNAGE SHALL NOT BE INSTALLED UNTIL IRRIGATION SYSTEMS ARE CONNECTED TO RECYCLED WATER. 2 • 1 ll') - 2" MIN. 7 ,_ ____ LEGEND: SECTION VIEW 1. DRIP SYSTEM AIR RELEASE VALVE, SEE LEGEND FOR TYPE. INSTALLED ON SCH. 40 PVC THREADED COUPLING WITH A 314" SCH. 80 NIPPLE, LENGTH AS REQUIRED TO LOCATE VALVE 2" FROM TOP OF VALVE BOX. 2. (PURPLE) "RECYCLED WATER" SIX INCH ROUND PLASTIC VALVE BOX, HEAT BRAND "ARV" ONTO LID. 3. FINISHED GRADE. 4. (PURPLE) "RECYCLED WATER" PVC PIPE FROM DISCHARGE HEADER, 1/2" SCH 40, LENGTH AS REQUIRED. 5. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED-EQUALLY SPACED). 6. LANDSCAPE FABRIC. 7. 112" PEA GRAVEL -MINIMUM 4" DEPTH. 8. PVC SCH 40 ELBOW (SxT) OR TEE, 314" SIZE WITH 314" x 112" SCH 40 PVC SLIP BUSHING. 9 (PURPLE) "RECYCLED WATER" PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO READ: "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH. NOTES: A. USE SCH 40 PVC 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH. B. SET TOP OF VALVE BOX 1-112" ABOVE FINISHED GRADE IN GROUNDCOVER I SHRUB AREAS, AND 1" ABOVE FINISHED GRADE IN TURF AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. INSTALL AIR RELIEF VALVE 18" FROM PAVING. @ DRIP AIR RELIEF VALVE ~---{ 2 T --3 - :11111 i1 II I I 111 I I 4 I 111 I i1 1111 I 1Ii1 11 11 11 i111 I i1 11 11 -u - ,11111 7 ~11111 I 11-111 - 1- SECTION VIEW LEGEND: 1. TORO DR I PLINE OPERATION INDICATOR. USE ONE PER ZONE AND LOCATED AT FLUSH END OF ZONE . 2. FINISHED GRADE. 3. AMENDED SOIL. 4. DRIP TUBING -SEE LEGEND FOR TYPE. DEPTH OF TUBING PER SPECIFICATIONS. NOTES: A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. B. INSTALL IN SHRUB AREAS ONLY. NOTTO SCALE CD RECLAIMED WATER SIGN NOTTOSCALE ® DRIPLINE OPERATION INDICATOR NOTTO SCALE RI D G E L.A. LANDSCAPE ARCHITECTS 8841 Research Drive REVIEWED BY: Suite 200 Irvine, CA 92618 Tel 949 3871323 www.ridgela.com INSPECTOR FOR LANDSCAPE IRRIGATION PLANS -SEE SHEETS 8 -11 FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET 13 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 14 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 23 -27 "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE EXP. DATE BY DESCRIPTION APP'D DATE REVISIONS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1 sH;ET II CITY OF CARLSBAD l18HE2~T8, PLANNING DIVISION TENANT IMPROVEMENT PLANS FOR: PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE IRRIGATION DETAILS APPROVED 11;-j I 4:-~\-elr i' ,t.<f, Jz, PLANNING DATE DWN BY LA PROJECT NO. 11 DRAWINO NO. CHKD BY RS FIELD BY PC 12-18 475-3L _J ~ 2: 0) ,:) U) ~ 0 _J <( z LL (E) ~-~ r f::_.~o ~.: .. \j C -~ 385° CORNER SIGHT DISTANCE LINE ' ! ,:, ,'\ l - KEYMAP I (E) (E) ----25' JC '.25° DE\[VEWAY CORNER VISIBIOTY TRIANGLE Ii - PROPE UNE, TYP. ... ··-···· ---------t~~-~J/4y --~:kli--+f---# - > ; Ii -.0 ... r- ,'\Ql --···r r--, '."'O-, ' ! ' • ~--- 1939 PALOMAR OAKS WAY 0 10 20 - (E) 40 SCALE AND NORTH 60 385' CORNER SIGHT DISTANCE LINE ~(}-, ,,\ '1-~..,,. 1,l \ \ \! ,, \ ~-. ' /{\\(;Y.: .'\ .' s I •/ I > □ ..J I I -- Q ---- -- ----------- / • --1 i -"-•~••• ., :>co I'\ ' I I / i 1945 PALOMAR OAKS WAY ------- ' i ' ' u LANDSCAPE SHALL BE MAINTAINED BY OWNER I --- I --~-.. -=:::.:::r·--• ., It " Lt •• I I I -,1 I I I I I I I I I I I I I I I I I I I I I I PROPOSED PLANTING LEGEND SYMBOL TREES: 0 vvvvvvvvv VVQVVVVVV v ,;i v;i_v_v_"I_V v 0 0 G 0 ++++++++ + + + • • + •• ++++++++ ++++++++ ++++++•• ····••.•· BOTANICAL/ COMMON NAME CERCIS CANADENSIS I EASTERN REDBUD OLEA EUROPAEA 'SWAN HILL' I FRUITLESS OLIVE SHRUBS, VINES & GROUNDCOVERS: MINIMUM SIZE COMMENTS 36" BOX STD. 12'H X 6'W X 2" CAL. -ALTERNATE - 48" BOX STD. 14'H X 7'W X 3" CAL. 48" BOX 14'H X 12'W X 3" CAL. MUL Tl-TRUNK DESCRIPTION FLOWERING CANOPY TREE SPECIMEN ACCENT TREE QTY. WUCOLS 18 13 MOD. (0.4-0.6) LOW (0.1-0.3) DETAIL A E ZONE 2. REFINED LANDSCAPE (100% OF TOTAL PROPOSED LANDSCAPE AREA) BACCHARIS P. 'TWIN PEAKS' I DWARF COYOTE BRUSH BOUGAINVILLEA 'OO-LA-LA' I DWARF BOUGAINVILLEA CALAMAGROSTIS 'OVERDAM' I FEATHER REED GRASS CAREX PANSA/ CALIFORNIA FIELD SEDGE CAREX DIVULSA I BERKELEY SEDGE LANTANA MONTEVIDENSIS I LANTANA LIRIOPE MUSCARI I LILY TURF MISCANTHUS S. 'MORNING LIGHT I SILVER GRASS MUHLENBERGIA C. 'REGAL MIST I PINK MUHLY NASS ELLA TENUISSIMA I MEXICAN FEATHER GRASS SANSEVIERIA TRIFASCIATA I MOTHER-IN-LAWS TONGUE SENECIO MANDRALISCAE I BLUE CHALK STICKS 5GAL. PLANT 30" O.C. 5 GAL. PLANT 36" O.C. 5 GAL. PLANT 36" O.C. 4" POTS PLANT 18" O.C. 1 GAL. PLANT 24" O.C. 5GAL. PLANT 30" O.C. 5GAL. PLANT 24" O.C. 5GAL. PLANT 36" O.C. SGAL. PLANT 36" O.C. 1 GAL. PLANT 24" O.C. 5 GAL. PLANT 24" O.C. PLANT 12" O.C. FLATS PLANT 12" O.C. EVERGREEN GROUNDCOVER FLOWERING SHRUB MASS ORNAMENTAL GRASS ORNAMENTAL GRASS ORNAMENTAL GRASS FLOWERING SHRUB MASS MIDGROUND EVERGREEN ORNAMENTAL GRASS ORNAMENTAL GRASS 166 201 153 LOW (0.1-0.3) LOW (0.1-0.3) MOD. (0.4-0.6) 2,765 MOD. 584 625 149 161 63 (0.4-0.6) MOD (0.4-0.6) LOW (0.1-0.3) MOD. (0.4-0 6) MOD. (0.4-0.6) MOD. (0.4-0 6) B.C.D B,C,D B,C,D B.C.D B.C.D B,C.D B,C.D B.C,D B.C,S ORNAMENTAL GRASS 395 VERY LOW B.C,D (<0.1) UPRIGHT ACCENT 299 SUCCULENT 91 GROUNDCOVER MOD. (0.4-0.6) LOW (0.1-03) SUCCULENT PER LOW GROUNDCOVER PLAN (0.1-0.3) B,C,D B,C,D B,C,D EXISTING PLANT LEGEND SYMBOL TREES: 0 0 ~ NOTES: • • BOTANICAL/ COMMON NAME ACACIA SPP. I ACACIA BETULA SPP./ BIRCH DICKSON IA ANTARCTICA/ TASMANIAN TREE FERN ERYTHRINA CAFFRA I CORAL TREE EUCALYPTUS SPP I EUCALYPTUS MELALEUCA QUINQUENERVIA I PAPER BARK MAGNOLIA GRANDIFLORA / SOUTHERN MAGNOLIA PODOCARPUS GRACILIOR I FERN PINE SYMBOL 0 (J) 0 CJ •• • ◊(R) 0 BOTANICAL/ COMMON NAME PINUS SPP. PINE PLATANUS RACEMOSA/ CALIFORNIA SYCAMORE PYRUS CALLERY ANA I ORNAMENTAL PEAR QUERCUS SPP. I OAK SCHINUS MOLLE I CALIFORNIA PEPPER STRELITZIA NICOLAI / GIANT BIRD OF PARADISE ULM US PARVIFOLIA / EVERGREEN ELM EXISTING TREES MARKED WITH AN (E) ARE TO BE PROTECTED IN PLACE. EXISTING TREES MARKED WITH AN (R) ARE TO BE REMOVED. ALL EXISTING LANDSCAPING IS TO REMAIN PROTECTED IN PLACE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. FOR COMPLETE EXISTING PLANT LEGEND, SEE SHEET 20 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. faHEEi7 I CITY OF CARLSBAD I I SHEETS I l__:!LJ PLANNING DIVISION 27 R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com L.A. REVIEWED BY: INSPECTOR DATE EXP. DATE BY DESCRIPTION DATE REVISIONS APP'D TENANT IMPROVEMENT PLANS FOR: PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE PLANTING PLAN APPROVED PLANNING DWN BY __ LA __ _ CHKD BY_~R"S'---- FIELD BY PROJECT NO. PC 12-18 DATE DRAWING NO. 475-3L ....J ~ ~ Ill ::, (j) >-f- 0 ....J <l'. z LL 0 1945 0 PALOMAR OAKS WAY RI D G E LANDSCAPE ARCHITECTS 8841 Research Drive KEYMAP Suite 200 0 10 20 40 60 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com SCALE AND NORTH PROPOSED PLANTING LEGEND SYMBOL TREES.· 0 11%%%%~ 11 11 1,-11 11 11 @ ~ """"""""" """"""""" VV<;JVV'v'v'v'l ~ 0 0 G ~ 0 I' ... 1rn;1.1 +.•.·.·.·.·.·.· . • + + • • • • • ••••••• + ·.·.·.·.·.·.·.•. BOTANICAL/ COMMON NAME CERCIS CANADENSIS / EASTERN REDBUD OLEA EUROPAEA 'SWAN HILL'/ FRUITLESS OLIVE SHRUBS, VINES & GROUNDCOVERS: MINIMUM SIZE COMMENTS 36" BOX STD. 12'H X 6'W X 2" CAL. -AL TERNA TE - 48" BOX STD. 14'H X 7'W X 3" CAL. 48" BOX 14'H X 12'W X 3" CAL. MULTI-TRUNK DESCRIPTION FLOWERING CANOPY TREE SPECIMEN ACCENT TREE ZONE 2 -REFINED LANDSCAPE (100% OF TOTAL PROPOSED LANDSCAPE AREA) BACCHARIS P. 'TWIN PEAKS'/ 5 GAL. PLANT 30" O.C. EVERGREEN DWARF COYOTE BRUSH GROUNDCOVER BOUGAINVILLEA 'OO-LA-LA' I 5GAL. PLANT 36" O.C. FLOWERING DWARF BOUGAINVILLEA SHRUB MASS CALAMAGROSTIS 'OVERDAM' / 5 GAL. PLANT 36" O.C. ORNAMENTAL FEATHER REED GRASS GRASS CAREX PANSA / 4" POTS PLANT 18" O.C. ORNAMENTAL CALIFORNIA FIELD SEDGE GRASS CAREX DIVULSA I 1 GAL. PLANT 24" O.C. ORNAMENTAL BERKELEY SEDGE GRASS LANTANA MONTEVIDENSIS / 5 GAL PLANT 30" O.C. FLOWERING LANTANA SHRUB MASS LIRIOPE MUSCARI I 5 GAL. PLANT 24" O.C. MIDGROUND LILY TURF EVERGREEN MISCANTHUS S. 'MORNING LIGHT'/ 5 GAL. PLANT 36" O.C. ORNAMENTAL SILVER GRASS GRASS MUHLENBERGIA C. 'REGAL MIST'/ 5 GAL. PLANT 36" O.C. ORNAMENTAL PINK MUHLY GRASS NASSELLA TENUISSIMA I 1 GAL. PLANT 24" O.C. ORNAMENTAL MEXICAN FEATHER GRASS GRASS SANSEVIERIA TRIFASCIATA I 5 GAL. PLANT 24" O.C. UPRIGHT MOTHER-IN-LAW'S TONGUE ACCENT SEDUM FORSTERIANUM 'ORACLE'/ 1 GAL. PLANT 12" O.C. SUCCULENT ORACLE STONECROP GROUNDCOVER SENECIO MANDRALISCAE I FLATS PLANT 12" O.C. SUCCULENT BLUE CHALK STICKS GROUNDCOVER QTY. 18 13 166 201 153 2,765 584 625 149 161 63 395 299 91 PER PLAN FOR COMPLETE PLANT LEGEND, INCLUDING QUANITITIES AND WATER USE, SEE SHEET 20 EXISTING PLANT LEGEND SYMBOL BOTANICAL/ COMMON NAME SYMBOL BOTANICAL/ COMMON NAME TREES: 0 0 ACACIA SPP. / PINUS SPP. ACACIA PINE 0 BETULA SPP./ w PLATANUS RACEMOSA/ BIRCH CALIFORNIA SYCAMORE • DICKSON IA ANTARCTICA I TASMANIAN TREE FERN 0 --' PYRUS CALLERY ANA/ / I \ ORNAMENTAL PEAR I • \ ERYTHRINA CAFFRA I \ I CORAL TREE 0 \. / ~ -,,(R) QUERCUS SPP. I 0 OAK EUCALYPTUS SPP I EUCALYPTUS / - I ' MELALEUCA QUINOUENERVIA / •• SCH IN US MOLLE/ \ 0 ) • PAPERBARK CALIFORNIA PEPPER \. -_,..,(R) ◊(R) STRELITZIA NICOLAI/ MAGNOLIA GRANDI FLORA/ GIANT BIRD OF PARADISE SOUTHERN MAGNOLIA SHRUBS, VINES & GROUNDCOVERS: Q.) 0 ULMUS PARVIFOLIA I 0 APTENIA CORDIFOLIA / RED APPLE DIETES BICOLOR / FORTNIGHT LILY EUONYMUS JAPONICUS / EVERGREEN EUONYMUS HEDERA HELIX/ ENGLISH IVY HEMEROCALLIS HYBRIDS/ DAYLIL Y LIGUSTRUM J. 'TEXANUM' / TEXAS PRIVET MONSTERA / SWISS CHEESE PLANT NEPHROLEPIS / SWORD FERN PELARGONIUM PEL TATUM/ IVY GERANIUM PHORMIUM TENAX / NEW ZEALAND FLAX PITTOSPORUM TOBIRA / MOCK ORANGE RHAPHIOLEPIS INDICA/ INDIAN HAWTHORN SCHEFFLERA / NCN TRACHELOSPERMUM JASMINOIDES / STAR JASMINE TULBACHIA VIOLACEA I SOCIETY GARLIC NOTES: • • EVERGREEN ELM PODOCARPUS GRACILIOR / FERN PINE EXISTING TREES MARKED WITH AN (E) ARE TO BE PROTECTED IN PLACE. EXISTING TREES MARKED WITH AN (R) ARE TO BE REMOVED. ALL EXISTING LANDSCAPING IS TO REMAIN PROTECTED IN PLACE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. I EXISTING TURF -PROTECT IN PLACE OR REPLACE IN KIND WITH SOD. L__c___;___c___J LANDSCAPE SHALL BE MAINTAINED BY OWNER APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr DATE L.A. EXP. REVIEWED BY: INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D [si-imll CITY OF CARLSBAD 118HEET8 I ~ PLANNING DIVISION 27 APPROVED PLANNING DWN BY CHKO BY F'IELO BY TENANT IMPROVEMENT PLANS FOFt LA RS PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE PLANTING PLAN 1,..:1 l (;f, E11~ , · 14'·1,z. DATE PROJECT NO. DRAWING NO. PC 12-18 475-3L ....J ~ ::z: Ill ::) (J') >-1- () ....J <( z IL .... -· -_PALOMAR OAKS WAY "~:::::11,wu•ew 1 mri 1945 KEYMAP 25' X 25' DRIVEWAY CORNER VISIBILITY TRIANGLE 1959 PALOMAR OAKS WA. Y 0 10 385' CORNER SIGHT DISTANCE LINE // PROPERTY LINE, TYP. / (s. X 25' DRIVEwiY "'~_'-. :", / CORNER VI ;'.~?,() ,,I~~<} \ / TRIA~ro'-;,l'. t"'k;"' t l\-/----7385' CO ER SIGHT / DIST CE LINE 20 40 60 SCALE AND NORTH I '--> I C . .J I I I (E) .,_. . ' ------···' ~-"---_)_ .... -: -----+ I --,., --r-· ------ 1 I L-""":::.1------------- T ' i ' ' 1/ I ,,,: ~.,":'.· / .... ,, .·, I "-..,,._, // ",·,>. / li !·, . . -' .. r< --. ,/ ___ ,,- ,,,,,/·•'·,· LANDSCAPE SHALL BE MAINTAINED BY OWNER - \_' -·-\ \. \ \ ' -' ' ~-----r··: I PROPOSED PLANTING LEGEND SYMBOL BOTANICAL/ COMMON NAME TREES: CERCIS CANADENSIS / EASTERN REDBUD MINIMUM SIZE COMMENTS 36" BOX STD. 12'H X 6'W X 2" CAL. -ALTERNATE - 48" BOX STD. 14'H X 7'W X 3" CAL. DESCRIPTION QTY_ WUCOLS FLOWERING 18 MOD. (0.4-0.6) CANOPY TREE DETAIL A OLEA EUROPAEA 'SWAN HILL'/ FRUITLESS OLIVE 48" BOX 14'H X 12'W X 3" CAL. SPECIMEN 13 LOW (0.1-0.3) E MULTI-TRUNK ACCENT TREE SHRUBS, VINES & GROUNDCOVERS: ZONE 2 -REFINED LANDSCAPE (100% OF TOTAL PROPOSED LANDSCAPE AREA) 0 BACCHARIS P. 'TWIN PEAKS'/ DWARF COYOTE BRUSH 1/!1:11/11/1/111 BOUGAINVILLEA '00-LA-LA' I I; 11 11 11 11 I DWARF BOUGAINVILLEA I; I; I; I; 11 I; @ CALAMAGROSTIS 'OVERDAM' / FEATHER REED GRASS ~ CAREX PANSA/ CALIFORNIA FIELD SEDGE vvvvvvvvv CAREX DIVULSA / vvvvvvvvv BERKELEY SEDGE vvvvvvvvv ~ LANTANA MONTEVIDENSIS / LANTANA 0 LIRIOPE MUSCARI / LILY TURF 0 MISCANTHUS S. 'MORNING LIGHT'/ SILVER GRASS G MUHLENBERGIA C. 'REGAL MIST'/ PINK MUHLY ~ NASS ELLA TENUISSIMA / MEXICAN FEATHER GRASS SANSEVIERIA TRIFASCIATA / 0 MOTHER-IN-LAW'S TONGUE I ' I SEDUM FORSTERIANUM 'ORACLE'/ D ORACLE STONECROP +••····· SENECIO MANDRALISCAE / ......... ·····••+ BLUE CHALK STICKS .·.·.·.·.· .... ·.· ··.•····· SGAL. PLANT 30" O.C. 5GAL_ PLANT 36" O.C. 5GAL. PLANT 36" O.C. 4" POTS PLANT 18" O.C. 1 GAL. PLANT 24" O.C. 5GAL. PLANT 30" O.C. 5GAL. PLANT 24" 0.C. 5GAL_ PLANT 36" O.C. 5 GAL. PLANT 36" O.C. 1 GAL. PLANT 24" O.C. 5 GAL. PLANT 24" O.C. 1 GAL. PLANT 12" o_c_ FLATS PLANT 12" o_c_ EVERGREEN 166 GROUNDCOVER FLOWERING 201 SHRUB MASS ORNAMENTAL 153 GRASS ORNAMENTAL GRASS ORNAMENTAL GRASS FLOWERING SHRUB MASS MIDGROUND EVERGREEN ORNAMENTAL GRASS ORNAMENTAL GRASS ORNAMENTAL GRASS 2,765 584 625 149 161 63 395 LOW B,C,D (0.1-0.3) LOW B,C,D (0_1-0_3) MOD_ B.C,D (0.4-0_6) MOD-B,C,D (0.4-0.6) MOD B,C,D (0.4-0_6) LOW B,C,D (0.1-0.3) MOD. B,C,D (0.4-0.6) MOD. B,C,D (0.4-0_6) MOD_ B,C,S (0.4-0.6) VERY LOW B,C.D ( <0.1) UPRIGHT 299 MOD. B,C,D ACCENT (0.4-0.6) SUCCULENT 91 LOW B,C,D GROUNDCOVER (0.1-0.3) SUCCULENT PER LOW B,C,D GROUNDCOVER PLAN (0.1-0.3) $ DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET 22, FOR ADDITIONAL INFORMATION. • --• DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. ROOT BARRIERS INSTALLED ADJACENT TO THE BIO-SWALE, SHALL NOT INTERFERE WITH DRAINAGE TO OR FROM THE BIO-SWALE SYSTEM. NOTES: • MULCH ALL LANDSCAPE AREAS WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. • PRIOR TO BEGINNING LANDSCAPE WORK, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT TO REVIEW FINAL PROJECT UTILITY LOCATIONS. ALL UTILITIES ARE TO BE FULLY SCREENED FROM VIEW. EXISTING PLANT LEGEND SYMBOL BOTANICAL/ COMMON NAME TREES: 0 0 • / ' I \ ACACIA SPP. / ACACIA BETULA SPP./ BIRCH DICKSONIA ANTARCTICA/ TASMANIAN TREE FERN I + I ERYTHRINA CAFFRA / I I CORAL TREE '-/ GR) EUCALYPTUS SPP / ~ EUCALYPTUS NOTES: MELALEUCA QUINQUENERVIA / PAPERBARK MAGNOLIA GRANDI FLORA/ SOUTHERN MAGNOLIA PODOCARPUS GRACILIOR / FERN PINE SYMBOL BOTANICAL/ COMMON NAME .. • ◊ (R) 0 PINUS SPP. PINE PLA TAN US RACEMOSA / CALIFORNIA SYCAMORE PYRUS CALLERY ANA/ ORNAMENTAL PEAR QUERCUS SPP. / OAK SCHINUS MOLLE / CALIFORNIA PEPPER STRELITZIA NICOLAI / GIANT BIRD OF PARADISE ULMUS PARVIFOLIA / EVERGREEN ELM • EXISTING TREES MARKED WITH AN (E) ARE TO BE PROTECTED IN PLACE. EXISTING TREES MARKED WITH AN (R) ARE TO BE REMOVED_ • ALL EXISTING LANDSCAPING IS TO REMAIN PROTECTED IN PLACE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. SHRUBS, VINES & GROUNDCOVERS: APTENIA CORDIFOLIA / RED APPLE DIETES BICOLOR / FORTNIGHT LILY EUONYMUS JAPONICUS / EVERGREEN EUONYMUS HEDERA HELIX/ ENGLISH IVY HEMEROCALLIS HYBRIDS/ DAYLILY LIGUSTRUM J. 'TEXANUM' / TEXAS PRIVET MONSTERA / SWISS CHEESE PLANT NEPHROLEPIS / SWORD FERN PELARGONIUM PEL TATUM/ IVY GERANIUM PHORMIUM TENAX / NEW ZEALAND FLAX PITTOSPORUM TOBI RA/ MOCK ORANGE RHAPHIOLEPIS INDICA / INDIAN HAWTHORN SCHEFFLERA/ NCN TRACHELOSPERMUM JASMINOIDES / STAR JASMINE TULBACHIA VIOLACEA / SOCIETY GARLIC I I EXISTING TURF -PROTECT IN PLACE OR REPLACE f .· IN KIND WITH SOD. ~--~~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. fsHEal I CITY OF CARLSBAD I I SHEETS I ~ PLANNING DIVISION 27 DATE RI D G E L.A. LANDSCAPE EXP. ARCHITECTS 8841 Research Drive REVIEWED BY: Suile 200 Irvine, CA 92618 Tel 949 3871323 DATE BY DESCRIPTION W\rVW.ridgela.com INSPECTOR DATE REVISIONS I APPROVED PLANNING APP'D DWN BY CHKD BY FIELD BY TENANT IMPROVEMENT PLANS FOR: PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE PLANTING PLAN rr.,.)( 4, E:l\-19\r 7. z,f.Jt., DATE LA PROJECT NO. DRAWING N0. RS PC 12-18 475-3L _.J ~ ~ Ill ::i (/) /'.: 0 _.J <( z u.. 1945 KEYMAP 0 10 20 40 (E) SOIL SAMPLE LOCATION 4 OF 4 6349 PASEO DEL LAGO 60 SCALE AND NORTH /\ b. :.i \ (E) \ 25' X25' DRIVEWA CORNER VISIBILITY TRIANGLE I \ ,, -~ I ,--,r-385' CORNER SIGHT DISTANCE LINE ~\ , .. ••✓-~ \,,~ RQ-1;:i--~ ,,.'.>\\ "'-""'"' /~,/' \ I I \ \ I I I I I I I I I I I I \z ' ,_ 0-, <.'; ~,,r, Cl ' ·, \ y ,~ -,,; \ \ PROPOSED PLANTING LEGEND SYMBOL TREES: 0 (J) 0 G 0 ·····••+ ++++++++ ........ ·••+•+++ .......... •+++++++ ---- BOTANICAL I COMMON NAME CERCIS CANADENSIS I EASTERN REDBUD OLEA EUROPAEA 'SWAN HILL' I FRUITLESS OLIVE SHRUBS, VINES & GROUNOCOVERS: MINIMUM SIZE 36" BOX STD. -ALTERNATE - 48" BOX STD. 48" BOX MULTI-TRUNK COMMENTS 12'H X 6'W X 2" CAL. 14'H X 7'W X 3" CAL. 14'H X 12'W X 3" CAL DESCRIPTION FLOWERING CANOPY TREE SPECIMEN ACCENT TREE ZONE 2 -REFINED LANDSCAPE (100% OF TOTAL PROPOSED LANDSCAPE AREA) BACCHARIS P. 'TWIN PEAKS' I DWARF COYOTE BRUSH BOUGAINVILLEA 'OO-LA-LA' I DWARF BOUGAINVILLEA CALAMAGROSTIS 'OVERDAM' I FEATHER REED GRASS CAREX PANSA I CALIFORNIA FIELD SEDGE CAREX DIVULSA I BERKELEY SEDGE LANTANA MONTEVIDENSIS I LANTANA LIRIOPE MUSCARI I LILY TURF MISCANTHUS S, 'MORNING LIGHT' I SILVER GRASS MUHLENBERG IA C. 'REGAL MIST' I PINK MUHLY 5GAL. SGAL. SGAL. 4" POTS 1 GAL SGAL. SGAL. 5GAL SGAL. PLANT 30" O,C. PLANT 36" O.C. PLANT 36" O.C. PLANT 18" O.C. PLANT 24" O.C, PLANT 30" O.C. PLANT 24" 0 C. PLANT 36" O.C, PLANT 36" O.C. EVERGREEN GROUNDCOVER FLOWERING SHRUB MASS ORNAMENTAL GRASS ORNAMENTAL GRASS ORNAMENTAL GRASS FLOWERING SHRUB MASS MIDGROUND EVERGREEN ORNAMENTAL GRASS ORNAMENTAL GRASS QTY. 18 13 166 201 153 2,765 584 625 149 161 63 WUCOLS MOD. (0.4-0.6) LOW (0.1-0.3) LOW (0 1-0.3) LOW (0.1-0.3) MOD, (0.4-0.6) MOD. (0.4-0.6) MOD (0.4-0,6) LOW (0,1-0.3) MOD. (0 4-0,6) MOD. (0.4-0.6) MOD. (0.4-0.6) DETAIL A E B,C,D B,C,D B,C,D B,C,D B,C,D B,C,D B,C,D B,C,D B,C,S NASSELLA TENUISSIMAI MEXICAN FEATHER GRASS 1 GAL. PLANT 24" O.C. ORNAMENTAL GRASS 395 VERY LOW B,C,D SANSEVIERIA TRIFASCIATA I MOTHER-IN-LAW'S TONGUE SENECIO MANDRALISCAE I BLUE CHALK STICKS SGAL. FLATS PLANT 24" O.C, PLANT 12" O.C. PLANT 12" O.C. UPRIGHT ACCENT SUCCULENT GROUNDCOVER 299 91 (<0.1) MOD. (0.4-0.6) LOW (0,1-0,3) SUCCULENT PER LOW GROUNDCOVER PLAN (0.1-0.3) B,C,D B,C,D B,C,D DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET 22, FOR ADDITIONAL INFORMATION, DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. ROOT BARRIERS INSTALLED ADJACENT TO THE BIO-SWALE, SHALL NOT INTERFERE WITH DRAINAGE TO OR FROM THE BIO-SWALE SYSTEM. NOTES: • MULCH ALL LANDSCAPE AREAS WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION, • PRIOR TO BEGINNING LANDSCAPE WORK, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT TO REVIEW FINAL PROJECT UTILITY LOCATIONS, ALL UTILITIES ARE TO BE FULLY SCREENED FROM VIEW. EXISTING PLANT LEGEND \ _S_Y_M_B_O_L __ B_O_TA_N_I_C_A_L_/C_O_M_M_O_N_N_A_M_E ___ S_Y_M_B_O_L~~B~O_T_AN_l~C_A_L~/~C~O_M_M~O~N~N~A~M~E-\ 0TRE+ES: O• 0 RI D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 3871323 WNw.ridgela.com LANDSCAPE SHALL BE MAINTAINED BY OWNER "AS-BUILr L.A. EXP. REVIEWED BY: INSPECTOR ACACIA SPP. / ~ ACACIA PINUS SPP. PINE 0 BETULA SPP.I (t BIRCH ~ DICKSONIAANTARCTICAI ~ TASMANIAN TREE FERN 0 PLATANUS RACEMOSA/ CALIFORNIA SYCAMORE NOTES: • • DATE DATE ERYTHRINA CAFFRA / CORAL TREE 0 EUCALYPTUS SPP I EUCALYPTUS MELALEUCA QUINQUENERVIA/ PAPERBARK MAGNOLIA GRANDI FLORA I SOUTHERN MAGNOLIA PODOCARPUS GRACILIOR / FERN PINE •• • ◊(R) 0 PYRUS CALLERY ANA I ORNAMENTAL PEAR QUERCUS SPP. I OAK SCH I NUS MOLLE I CALIFORNIA PEPPER STRELITZIA NICOLAI/ GIANT BIRD OF PARADISE ULMUS PARVIFOLIA / EVERGREEN ELM EXISTING TREES MARKED WITH AN (E) ARE TO BE PROTECTED IN PLACE, EXISTING TREES MARKED WITH AN (R) ARE TO BE REMOVED. ALL EXISTING LANDSCAPING IS TO REMAIN PROTECTED IN PLACE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST, PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD, DATE BY DESCRIPTION REVISIONS APP'D SHRUBS, VINES & GROUNDCOVERS: APTENIA CORDIFOLIA I RED APPLE DIETES BICOLOR / FORTNIGHT LILY EUONYMUS JAPONICUS / EVERGREEN EUONYMUS HEDERA HELIX I ENGLISH IVY HEMEROCALLIS HYBRIDS/ DAYLILY LIGUSTRUM J, 'TEXANUM' / TEXAS PRIVET MONSTERA / SWISS CHEESE PLANT NEPHROLEPIS / SWORD FERN PELARGONIUM PEL TATUM/ IVY GERANIUM PHORMIUM TENAX I NEW ZEALAND FLAX PITTOSPORUM TOBIRA / MOCK ORANGE RHAPHIOLEPIS INDICA / INDIAN HAWTHORN SCHEFFLERA / NCN TRACHELOSPERMUM JASMINOIDES / STAR JASMINE TULBACHIA VIOLACEA/ SOCIETY GARLIC I EXISTING TURF -PROTECT IN PLACE OR REPLACE IN KIND WITH SOD . ~~~~--' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. APPROVED PLANNING DWN BY CHKD BY rtELD BY CITY OF CARLSBAD I I SHEETS I PLANNING! DIVISION 27 TENANT IMPROVEMENT PLANS FOR: PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE PLANTING PLAN /1:;J:L Lcr-~L~1t 1 · z..+.1-i. DATE LA PROJECT NO. DRAWING NO. RS PC 12-18 475-3L _J ~ 2 fl) :J (.f) ~ (.) _J <( z LL PLANTING NOTES A. REFER TO PLANTING SPECIFICATIONS ANO DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCH11\G AI\D OTHER PLANTING NFORMATION. B NOTIFY THE OWNERS ,\UTHORIZED REPRESENTATIVE AND THE CITY INSPECTOR 48 HOLRS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT NSPECTION SCHEDULES C VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEE01NG WITH THE WORK. NOTIFY LANDSCAPE ARCf<.ITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. D. REPORT DISCREPANCIES IN THE DRAWINGS CR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT CORRECTED DRAWINGS or, INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WCRK ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANC,ES E LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWI\ERS REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES F, LOCATION OF N,l,C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC, ARE APPROXIMATE, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION CF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK G OBTAIN ALL SOL FOR LANDSCAPE PLANTING AREAS OR BElsMS FROM ON-SITE EXCAVATIONS SHOULD IMPORT SOIL BE NECESSARY. SUBMIT MPORT SOIL TESTING RESULTS FOR APPl,OVAL PRIOR TO IMPORTATION SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS Wf<iCH MAY IrmIBIT OR RETARD NORMAL PLANT GROWTH, H AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN J, K, L M N 0, p Q s T U, AT THE LOCATIONS INDICATED BY DESIGNATION ~ HAVE SAMPLES TESTED BY SOIL AND PLANT LAB, (714) 282-8777, FOR SOIL FERT'LITY, TAKE TWO SAMPLES AT EACH LOCATION (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" CEEP, EACH SAMPLE SHALL CONTA'.N APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH, ,NSTALL SOIL PREPARATION AND BACK F LL MIX TO CONFORM TO THESE RECOMMENDATiONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM THE OWNER SuBMIT SOIL REPORT TO LANDSCAPE ARCHITECT PRIOR TO PLANTING K,LL AND REMOVE ALL EXISTING '.'/EEDS FROM SITE AREAS PER SPECIFICATIONS ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% M,NIMUM LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CO~FORMANCE WITH PLANTING PLAN DESCRIPTIOl'JS AND SPEC.FICATiONS ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMLM 21 DAYS BEFORE ANTICIPATED DELIVERY, PHOTOS SHALL 1NCLLDE A PERSON FOR SCALE PLRPOSES. LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY, MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHY APPEARANCE OR NON-CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE OWNER ALL TREES VVITHIN A SPECIES SHALL HAVE MATCHING FORM FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE, PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SY~lBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST RO'W OF SHl,UBS AND,OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON CENTER SPACING, INSTALL GROUND COVER AND,OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED, ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM, REMOVE ALL NURSERY STAKES AND ESPALIEf': RACKS !~'.MEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN DURING THE LENGTH OF THE GUARANTEE PERIOD, BE RESPONSIBLE FOR Pl,OPER STAK NG AND,'OR GUY NG OF TREES TO ENSURE STABILITY MULCH ALL LANDSCAPE A,~EAS (EXCLUD•NG TURF) HAVING LESS THAN A 3,1 SLOPE WITH A 3" DEEP LAYER OF ~'EDIUM GRlt,0 BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTli'.G OPERATIONS. ANNUAL COLOR TO BE SELECTED BY LANDSCAPE ARCHTECT AT T ME OF INSTALLATION, 1,EQUEST RECOMMENDATION A MINIMUM OF 48 HOURS IN ADVANCE OF NEED FOR DELIVERY V CONTRACTOR SHALL REPLACE ANY EXISTING PLANT MATERIAL WHICH IS DAMAGED BY CONSTRUCTION OPERATIONS. REPLACEMENT PLANT MATEl':IAL MUST BE OF MATCHING SPECIES, INSTALLED FROM THE FOLLOWING MINIMUM SIZE 15-GALLON TREE, 1-GALLON SHRUB, FLATTED GROUNDCOVER AND SODDED TURF 'N. NSTALLATIONS THAT ARE ADJACENT OPEN SPACE, NATURALIZED SLOPES OR UNDEVELOPED LAND ARE SUBJECT TO DAMAGE BY RODENTS OR DEER AND SHALL BE TREATED WITH AN APPROPRIATE REPELLENT IN A SPRAY AND/OR TABLET FORM l,EPELLEX BY GROPOWER OR APPl':OVEO EQUAL, THAT PROVIDES 1MMEDIATE AND LONG TERM PROTECTION, SHALL BE USED, LEGEND TREE TRUNK ROOTBALL t=ttt::::t=~=· ,z:::.,,~. S=='ll i:,·· __ ;·:/:/·:->·~-:,;' '.·''/··\:~ PLAN VIEW 2X WIDTH OF ROOTBALL SECTION 2 ROOTBALL AND BACKFILL PER TREE PLANTING DETAIL 3 '-NATER BASIN PER TREE PLANTJ~G DETAIL 0 © 4 4" DIA. PVC NSPECTION TUBE WITH BLACK PVC SLIP CAP, SET 3" MAX1MUM ABOVE FINISH GRADE. DR LL 3/4" DIA. HOLE IN TOP OF CAP TO ALLOW FOR REMOVAL. CONNECT TO ORAN PIPE WITH REDUCER FITTING AS REQUIRED 5 4" DIA PERFORATED PIPE WITH DRAINAGE HOLES POINTED DOWN. N FILTER SOCK 6, CONNECT PERFORATED PIPE TO STORM DRAIN SYSTEM PER CIVIL ENG,NEER'S DRAWINGS 7 12" LAYER OF 3!4" DRAINAGE GRAVEL. SURRCUNDED BY SCIL SEPARATOR FABRIC 8 ATRIUM PLANTER DRAIN PER PLAN, WHERE OCCURS, CONNECT TO STORM DRAIN SYSTEM PER CiVIL ENGINEER'S DRAWINGS 9 NATIVE SOIL 10 EDGE CF PLANTING PIT 11 3" CORRUGATED PIPE BELOW ROOTBALL TO ALLOW FOR METHANE GAS RELEASE OLIVE TREE PLANTING NOT TO SCALE NOTES A ALL SHRUBS i GROUND COVERS SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR! UNLESS OTHERWISE INDICATED ON PLANS SEE LEGEND FOR SPACING REQUIREMENTS SHRUB & GROUNDCOVER SPACING l □ SECTION LEGEND LOCATE PLANTS WITH EQU1\L SPACING AS .NDICATED ON PLAN, TRIANGULAR SPACING 2 24" CLEAR VEHICLE OVERHANG ZONE - LOW (MAX, 8" HT.) GROUND COVER ONLY 3, CURB 4 SPRINKLER HEAD -LOCATE BETWEEN PARK,NG STALLS WHENEVER POSSIBLE - MAX 6" POP-UP WHEN LOCATED IN VEHICLE OVERHANG ZONE 5 VEHICLE 6 112 SPACING FOR SPECIFIED PLANT MATERIAL ® CD PLAN VIEW @ PLANTING AT PARKING EDGE R I D G E _ANDSCAPE ARCHITEC,S 8B41 Research D·ive S .. 'e 200 'riine. CA 926' 8 Tel 949 J.37 '323 ',ft,NW.ridge·a COT "AS-BUIL r L.A, ______ EXP, REVIEWED BY: ®--' I ' I ."f' I "l PLAN VIEW LEGEND BLACK RUBBER "CINCH-TIE" 14 TYP I. PER SPECIFICATIONS ATTACH WITH ROOF NG NAILS 2 LODGE POLE PINE STAKE 1,2 TYP.), PER SPECIFICATIONS KEEP CLEAR OF ROOTBALL AND DO NOT ALLOW TO EXTEND INTO TREE CANOPY USE 2" DIA X 10' STAKES FOR TREES 24" BOX AND SMALLEI,, AND 3" DIA X 10' STAKES FOR TREES 36" BOX THROUGH 48" BOX 3 WATERING B,\SIN, 3" MIN MUM DEPTH REMOVE BASIN .N LAWN Al,EAS AND AS DIRECTED BY LANDSCAPE ARCHITECT 4 FINISHED GRADE 5 AMENDED BACKFILL PER SPECIFICATIONS, 6 PLANT TABLET PER SPECIFICATIONS 7 EXIST1NG SOIL 8 SCAR:FY SIDES AND BOTTOM OF PLANTING PIT 9 ARBOR-GARD TRUNK PROTECTOR FCR TREES LOCATED IN TURF AREAS 'c'l.-¾¥,1E 10. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING ---@ GRADE AI\D SLOPE FOR or,AINAGE, °" _,Ll'l,c; I -, @1 :1-, _, ,-,-I 2 X DIAMETER 0 OF ROOTBALL ,f SECTION 11 'NS TALL #UB24-2 ROOT BARRIER, AS MANUFACTURED BY DEEP RCOT, (800) 458-7668. AT ALL TREES WITHIN 5' OF HARDSCAPE, OR AS SHOWN ON PLANTING PLAN, M,NIMUM 10' LENGTH. INSTALLED AT EDGE OF ADJACENT HARDSCAPE 12 ADJACENT HARDSCAPE 1WHERE OCCURS). NOTE. MAINTAIN TURF 12" CLEAR FROM BASE OF TRUNK NOT TO SCALE @ TREE PLANTING & STAKING NOT TO SCALE 0 LEGEND ONE THROUGH FIFTEEN GALLON S'ZE CONTAINER PLANT 2 PERMANENT WATERING BASIN -MIN 4" DEPTH REMOVE BASIN AFTER MAINTENANCE PERIOD 3 FINISH GRADE 4 AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP CR WATER SETTLE SO THAT PLANT DOES NOT S1NK AFTER PLANTING, 5 FERTILIZ1NG TABLETS PER SPECIFICATIONS 6 ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND LOOSEN ANY TIGHT-PACKED ROOTS 7 EXISTING SOIL 8. ''CROWN'' OF PLANT-MUST NOT BE BURIED BELOW LEVEL OF SURROUND.NG SOIL NOTTO SCALE ® SHRUB PLANTING NOT TO SCALE DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION 'N FIELD DATE BY DESCRIPTION APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. [siim7 I CITY OF CARLSBAD I I SHEETS I L_gg_j PLANNING DIVISION 27 APPROVED PLANNING DWN BY CHKD BY TENANT IMPROVEMENT PLANS FOR: PALOJ\1AI?. OAKS 'fECfJNOLOGY PARK LANDSCAPE PLANTING DETAILS 1-1:,) I lf, ~\~-\t-1-z.4-1-i, DATE LA PROJECT NO. DRAWINQ NO. RS INSP~ffiR DME REVISIONS FIELD BY PC 12-18 4 75-3L N ~ 0 £::I a:, £::I (D __J i 1- 2 [!'.l ::J (f) /'.= 0 __J <t: z LL SECTION 02514 PORTLAND CEMENT CONCRETE PAVING Part 1 -GENERAL 1.01 WORK INCLUDED A. Concrete paving, mow strips, steps, walls. B. Reinforcement. C. Surface finish. D. Special Curing. 1.02 WORK INSTALLED BUT FURNISHED UNDER OTHER SECTIONS A. Section 03251 -Expansion and Contraction Joints. 1.03 RELATED WORK A. Section 02211 -Rough Grading: Preparation of site for paving. B. Section 02223 -Backfilling: Compacted fill for paving. 1.04 REFERENCES A. ACI 301 -Specifications for Structural Concrete for Buildings. B. ANSI/ASTM A185 -Welded Steel Wire Fabric for Concrete Reinforcement. C. ANSI/ASTM A497 -Welded Deformed Steel Wire Fabric for Concrete Reinforcement. D. ASTM A615 -Deformed and Plain Billet-Steel for Concrete Reinforcement. E. ASTM C33 Concrete Aggregates. F. ASTM C94 Ready Mixed Concrete. G. ASTM C150 -Portland Cement. H. ASTM C260 Air-Entraining Admixtures for Concrete. I. ASTM C309 Liquid Membrane-Forming Compounds for Curing Concrete. J. ASTM C494 Chemical Admixtures for Concrete. K. FS TT-C-800 -Curing Compound, Concrete, for New and Existing Surfaces. 1.05 QUALITY ASSURANCE A. Perform work in accordance with ACI 301. B. Obtain materials from same source throughout. 1.06 TESTS A. Testing and analysis will be performed under provisions of the UBC, current edition. B. Make available proposed mix design of each class of concrete to appointed firm for review prior to commencement of work. C. Testing firm will take cylinders and perform slump and air entrainment tests in accordance with ACI 301. D. Tests of cement and aggregates will be performed to ensure conformance with specified requirements. E. Three concrete test cylinders will be taken for every 75 or less cubic yards of each class of concrete placed each day. F. One additional test cylinder will be taken and be cured on site under same conditions as concrete it represents. G. One slump test will be taken for each set of test cylinders taken. 1.07 SUBMITTALS A. Submit product data under provisions of the USC, current edition. B. Include data on integral color, admixtures, and curing compounds. C. Submit manufacturer's instructions. 1.08 SAMPLES A. Where directed, provide 4 x 4 foot job site sample of each paving finish shown or required, for review and approval prior to installation. Provide additional samples until finish is considered acceptable by the Owner, at no additional cost to the Owner. Part 2 -PRODUCTS 2.01 CONCRETE MATERIALS A. Cement: ASTM C150 Portland type, gray color. B. Fine and Coarse Aggregates: ASTM C33, from a single source throughout project. C. Water: Clean, potable, and not otherwise detrimental to concrete. 2.02 FORM MATERIALS A. Conform to ACI 301. B. Wood or Steel form material, profiled to suit conditions. 2.03 REINFORCEMENT A. Reinforcing Steel: ASTM A615; 40 ksi yield grade; plain deformed billet steel bars, uncoated finish. B. Welded Steel Wire Fabric: Plain type, ANSI/ASTM A185; uncoated finish. C. Tie Wire: Annealed steel, minimum 16 gage size. D. Dowels: ASTM A615; 40 ksi yield grade, plain steel, uncoated finish. E. Synthetic Reinforcing Fibers: 1. Engineered synthetic reinforcing fibers shall be 100% Polypropylene, collated, fibrillated fibers with the following properties: Specific Gravity: 0. 9 Modulus of Elasticity: 0.5 to 0.7 x 1000 ksi Tensile Strength: 80 to 110 ksi Length: 0.5 inch 2. The approved manufacturer or distributor shall provide the services of a Qualified Technician for a pre-job meeting and initial Job Start-Up. 3. Manufacturer shall be Fibermesh Inc., (619) 259-0901 or approved equal. 4. Fibers shall be added only at the concrete batch plant to assure uniform and complete dispersion of the collated-fibrillated fiber bundles into single monofilaments within the concrete. 5. Add to the concrete mix at the rate of 1.5 lbs per cubic yard of concrete. 6. Submit concrete receipt from batch plant to Owner, showing name of manufacturer and rate of application for fibers. 2.04 ACCESSORIES A. Pre-emergent Herbicide: Surflan B. Curing Compound: FS TT-C-800, Type 1, 30 percent solids; ASTM C309, Ashford Formula. C. Liquid Surface Sealer: ProSoCo Kure/Seal. D. Integral Color (Non-Immersion Conditions): L. M. Scofield Chromix. E. Patch Bond: Weld-Crete. F. Lithochrome color hardens: L.M. Scofield. 2.05 ADMIXTURES A. Air Entrainment: ASTM C260. B. Chemical Admixture: ASTM C494. 2.06 CONCRETE MIX A. Mix concrete in accordance with ASTM C94. 8. Provide concrete with the following characteristics: -Compressive Strength at 28 days: 2500 psi. C. Use accelerating admixtures in cold weather only when approved by Owner. Use of admixtures will not relax cold weather placement requirements. D. Use set-retarding admixtures during hot weather only when approved by Owner. E. Add air entraining agent to concrete mix for concrete work as necessary. Part 3 -EXECUTION 3.01 INSPECTION A. Verify compacted subgrade and/or base is ready to support paving and imposed loads. B. Verify gradients and elevations of base are correct. C. Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION A. Moisten subgrade and/or base to minimize absorption of water from fresh concrete. B. Apply pre-emergent herbicide, per manufacturer's specifications, to soil surface below all areas to receive concrete. If using base material, apply to subgrade prior to installing base. C. Notify Landscape Architect and Owner m1n1mum 24 hours prior to commencement of concreting operations. 3.03 FORMING A. Place and secure forms to correct location, dimension, and profile. Obtain layout approval prior to pour. B. Assemble formwork to permit easy stripping and dismantling without damaging concrete. Use of permanent concrete screed is permissible. C. Place joint fillers vertical in position, in straight lines. Secure to formwork during concrete placement. 3.04 REINFORCEMENT A. Place reinforcement. 8. Interrupt reinforcement at expansion joints. C. Place reinforcement to achieve slab and curb alignment as detailed. D. Provide dowelled joints at interruptions of concrete with one end of dowel set in capped sleeve to allow longitudinal movement. 3.05 FORMED JOINTS A. Place expansion joints at 20 foot intervals unless otherwise shown to correct elevation and profile. Align curb, gutter, and sidewalk joints. 8. Place expansion joint between paving components and building or other appurtenances. C. Provide control joints at maximum 5 foot intervals of paving unless otherwise shown. 3.06 PLACING CONCRETE A. Place concrete in accordance with ACI 301. 8. Hot Weather Placement: ACI 301. D. E. F. G. H. I. Ensure reinforcement, inserts, embedded parts, and formed joints are not disturbed during concrete placement. Place concrete continuously between predetermined construction joints. Do not break or interrupt successive pours such that cold joints occur. Place concrete to pattern indicated. Coordinate pours of integral color concrete to ensure consistency of color throughout. Color inconsistency will not be accepted. For concrete steps, walls or other vibration to eliminate honeycombs. rejected. cost in place elements, settle concrete by Concrete with visible honeycombs will be Tolerances in horizontal alignment of hardscape elements such as paving edges, joints, walls and steps shall not exceed 1/4" in 10 feet, or 1/2" in 50 feet. 3.07 FINISHING A. See plan for finishes and finish locations. B. Curbs, Swales and Gutters: Light broom. C. Place curing compound on exposed concrete surfaces immediately after finishing. Apply in accordance with manufacturer's instructions. D. Finishes: 1. General - Compact and tamp concrete as specified herein (unless retardant finish is specified), to bring 3/8 inch of mortar to surface, float with wood screeds and floats only, and opply following finishes ofter surface by floating. Do not use steel or any plastic screeds, floats or "Fresno" for initial floating and screeding operations. 2. All concrete finishes shall be as listed on the Drawings. Finishes are as follows: a. Rough Trowel Swirl Finish - Provide rough trowel finish to slab surfaces. After placing slabs, consolidate surface by floating to a uniform, smooth, granular texture. b. Scratch Finish - Provide scratch finish to slab surfaces that are to receive mortar setting beds for precast tile povers as noted on Drawings. c. Steel Trowel Finish - After surface water disappears and floated surface is sufficiently hardened, steel trowel and re-trowel to smooth, dense, hard finish. After concrete hos set enough, re-trowel to a smooth, uniform finish free of trowel marks or other blemishes. Avoid excessive troweling that produces burned areas. d. Sandblast Finish - i. All work shall conform to applicable OSHA and EPA standards. ii. Contractor shall schedule this work ta be executed with as little conflict with other trades as possible. If necessary, Contractor shall be responsible for the protection or masking of adjacent surfaces. iii. Test areas for sample of blasting will be established where surfaced will not be left exposed. Landscape Architect shall be present at time of sample blasting and approve the desired finish. iv. Care shall be taken to protect all adjacent surfaces from damage which are not receiving sandblasting. v. Sandblasting shall be accomplished using qualified workmen familiar with the proper technique. vi. Sandblasting work shall be by the dry-sand method, utilizing appropriate equipment and adequate air pressure. Abrasives shall be washed silica sand free from salt, clay or other foreign materials. Nozzle position during the operation shall be as determined in the making of the approved samples. vii. All concrete areas requiring patching shall be patched, with all rough spots and unevenness in the concrete surface ground smooth before the sandblasting operation is begun. viii. Wash down concrete sandblasted surfaces promptly to remove sand and dust. Upon completion, remove from site all surplus and waste materials. e. Retardant Finish - 1. Concrete Mix Design: An extremel)I coarse mixing contains the greatest possible percentage of 3/8" top size aggregate and a minimum amount of mixing water should be used. Aggregate/sand ratio to be 70% aggregate to 30% sand. ii. Preparatory Work: The concrete should be placed and consolidated so as to completely fill all spaces in the forms. Tampering will not be permitted because the aggregate must remain near the surface for later exposure. Apply o wood float finish which will permit 3/16" of aggregate exposure. iii. Application of Retarder: As soon as the following has been completed, apply the retarder and "Lithotex" by L.M. Scofield (213/725-7112) per Scofield's Application Instruction T-203.03. Once the retarder has been applied, caver the surface with plastic sheeting or curling paper to achieve deeper aggregate reveal. iv. Aggregate Exposure: The retarder should be removed between eight and twenty hours after placement by sandblasting or with a coarse-fibered or rust resistant wire scrub brush and jet of water. A clean sealer shall be applied so that the surface shall be covered after aggregate exposure with new, non-staining paper. f. Lithochrome color hardener: manufactured by L.M. Scofield Company. The grade shall be heavy duty. The color shall be per plan. Color-Hardened Concrete System: All concrete flatwork and adjacent vertical surfaces designated in the plans or specifications as having a colored and hardened surface shall be color-hardened with 'Lithochrome' color hardener, a dry-shake hardener manufactured by L.M. Scofield Company, Los Angeles CA 90040, (800) 222-4100, (213) 723-5258. It shall be applied per manufactures recommendations in accordance with Scofield s Tech-Data Bulletin A-104. The finish shall be as designated in the finish schedule. E. Concrete Surface Seal er: Surface Sealer: All concrete that has either been sandblasted or retardant finished shall be sealed with a clear, penetrating concrete sealer. If efflorescence or alkali-staining in evident after the concrete has cured, lightly wash the oggreg_ate surface with a mild muriatic acid solution (usually a 10: 1 dilution) that has been thoroughly rinsed with water and cleaned with diluted Lithochrome "Floor Cleaner" by L.M. Scofield or equal. Rinse again and dry thoroughly. After concrete mix has cured at least a month, the concrete surface shall be thoroughly washed with fresh, clean water. After surface is thoroughly dried, apply one coat of Aqua-Mix Penetrating Sealer (213) 946-6877, at the rate of 200 SF per gallon. Allow 24 hours before applying water to verify if water beads. If not, apply a light second coat. Refer to Aqua-Mix Specifications for complete instructions. 3.08 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provision of the UBC, current edition. 8. Maintain records of placed concrete items. Record date, location of pour, quantity, air temperature, and test samples taken. 3.09 PROTECTION A. Immediately ofter placement, protect concrete under from premature drying, excessive hot or cold temperatures, and mechanical injury. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. fatiml I CITY OF CARLSBAD I I SHEETS I ~ PLANNINQ DIVISION 27 DATE RI D G E L.A. EXP. LANDSCAPE ARCHITECTS 8841 Research Drive REVIEWED BY: Suite 200 Irvine, CA 9261 B Tel 949 387 1323 DATE BY DESCRIPTION www.ridgela.com INSPECTOR DATE REVISIONS APPROVED PLANNING APP'D DWN BY CHKD BY FIELD BY TENANT IMPROVEMENT PLANS FOR: PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE SPECIFICATIONS li~,k/ l:r-~\~t 1-t..f-li, DATE LA PROJECT NO. DRAWING NO. RS PC 12-18 475-3L SECTION 02811 LANDSCAPE IRRIGATION SYSTEM RECLAIMED WATER Note: In case of conflicts, Carlsbad Municipal Water District Standard specifications shall take precedence. Part 1 ~ GENERAL 1.01 SUMMARY A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation satisfactory to the Owner. 8. The work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as indicated on the drawings, In these specifications, and as necessary to complete the contract. 1.02 CONSTRUCTION DRAWINGS A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. 8. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on bath. The Architect shall have final authority for clarification. When a conflict occurs between an item shown on the plan and as shown on the specifications, the Architect shall have final authority for clarification. C. The Contractor shall not wilfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Architect as soon as detected. In the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. 1.03 QUALITY ASSURANCE A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct all work performed under this section. B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnishes directions covering points not shown in the drawings and specifications. C. All local, municipal and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to Owner. E. The Contractor shall secure the required licenses and permits including payments af charges and fees, give required notices to public authorities, verify permits secured or arrangements made by others affecting the work of this section. 1.04 SU8MITTALS A. Materials List: 1. After award of contract and before any irrigation system materials are delivered to the job site, submit to the Owner a complete list of all irrigation systems, materials, or processes proposed to be furnished and installed as part of this contract. 2. Shaw manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, furnish the manufacturer's recommendations as to the method of installation. 3. No substitutions will be allowed without prior written acceptance by the Architect or Owner's authorized representative. 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. 8. Substitutions: If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information ta the Architect or Owner's authorized representative for approval. 1. Provide a written statement indicating the reason for making the substitution. 2. Provide catalog cut sheets, technical data, and performance information for each substitute item. 3. Provide in writing the difference in installed price if the item is accepted. 1.05 EXISTING CONDITIONS A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, and telephone line connection to the irrigation system. B. Irrigation design is based an the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of construction. Should a discrepancy exist, notify the Architect and Owner's authorized representative prior to beginning construction. C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, the Contractor shall promptly notify the Architect and Owner who will arrange for relocations. The Irrigation Contractor will proceed in the same manner if a rock layer or any other such conditions are encountered. D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his own cost, all damage resulting from his operations or negligence. E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. 1.06 INSPECTIONS A. The Contractor shall permit the Architect and Owner's authorized representative to visit and inspect at all times any part of the work and shall provide safe access for such visits. 8. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Architect, Owner's authorized representative, and/or governing agencies. The Irrigation Contractor shall be solely responsible for notifying the Architect. Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Irrigation Contractor's expense. C. Inspections will be required for the following at a minimum: 1. System layout 2. Pressure test of irrigation main line (Four hours at 125 PSI or 120% of static water pressure, which ever is greater.) 3. Coverage test of irrigation system 4. Final inspection prior to start of maintenance period 5. Final acceptance D. Site observations and testing will not commence without the record drawings as prepared by the Irrigation Contractor. Record drawings must complete and up to date for each site visit. E. Work which fails testing and is not accepted will be retested. Hourly rates and expenses of the Architect, Owner's authorized representative, and governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no additional expense to Owner. 1.07 STORAGE AND HANDLING A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. 1.08 CLEANUP AND DISPOSAL A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so by the Owner's authorized representative. B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site in a legal disposal area. 1.09 TURNOVER ITEMS A. Record Drawings: 1. Record accurately on one set of contract drawings all changes in the work constituting departures from the original contract drawings. 2. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the Architect or Owner's authorized representative. Prior to final inspection of work, submit record drawings to the Architect or Owner's authorized representative. 3. Dimensions from/to permanent paints of reference such as buildings, sidewalks, curbs, etc. shall be shown. Dato on record drawings shall be recorded on a day to day basis as the project is being installed. All lettering on drawings shall be minimum 1 /8 inch in size. 4. Show locations and depths of the following items: a. Point of connection (including water meters, backflow preventors, master control valves, etc.) b. Routing of sprinkler pressure lines (dimensions shown at a maximum of 100 feet along routing and at all changes in direction) c. Gate valves d. Automatic remote control valves e. Quick coupling valves f. Routing of control wires g. Irrigation controllers h. Related equipment (as may be directed) 5. Maintain record drawings on site at all times. Upon completion of work, transfer all as-built information and dimensions to a clean set of bond prints, using red, waterproof ink. B. Controller Charts: 1. Record drawings must be approved by Architect and/or Owner's authorized representative before charts are prepared. 2. Provide one controller chart for each automatic controller. Chart shall show the area covered by the particular controller. 3. The chart is to be a reduced copy of the actual "record" drawing. In the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a readable size. 4. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 5 mils in thickness. C. Operation and Maintenance Manuals: 1. Two individually bound copies of operation and maintenance manuals shall be delivered ta the Architect or Owner's authorized representative at least 10 calendar days prior to final inspection. The manuals shall describe the material nstalled and the proper operation of the system. 2. Each complete, bound manual shall include the following information: a. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including names and addresses of local manufacturer representatives. b. Operating and maintenance instructions for all equipment. c. Spare parts lists and related manufacturer information for all equipment. D. Equipment: 1. Supply as a part of this contract the following items: a. Two (2) wrenches for disassembly and adjustment of each type of sprinkler head used in the irrigation system. b. Three 30-inch sprinkler keys for manual operation of control valves. c. Two keys for each automatic controller. d. Two quick coupler keys with a 3/4" bronze hose bib, bent nose type with hand wheel and two coupler lid keys. e. One valve box cover key or wrench. f. One 5-foot tee wrench for operating butterfly valves (if used). g. Six extra sprinkler heads of each size and type. 2. The above equipment shall be turned over to Owner's authorized representative at the final inspection. 1.10 COMPLETION A. B. C. 0. At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. At the time of the post-maintenance period or final inspection the work will be reinspected and final acceptance will be in writing by the Architect, Owner's authorized representative, and governing agencies. The Owner's authorized representative shall have final authority on all portions of the work. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the owner's satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the compl_ete restoration of all damage to planting, paving or other improvements of any kind as a result of the work. 1.11 GUARANTEE A. The entire sprinkler system, including all work done under this contract. shall be unconditionally guaranteed against all defects and fault of material and . workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the filing of the Notice of Completion. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs, as determined by the Owner, constitutes an emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty material_s or workmans~ip, o!" from the necessary repairs to correct same, shall be repaired to the satisfaction of the Owner by the Contractor, all at no additional cost to the Owner. 8. Guarantee shall be submitted on Contractors own letterhead as fallows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of filing of the Notice of Completion and also to repair or replace any damage .. resulting from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from owner, we authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: Part 2 -MATERIALS 2.01 SUMMARY Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that do not meet Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. 2.02 PIPE A. Pressure supply line from point of connection through basket strainer unit shall be Type "K" copper or brass pipe. B. Pressure supply lines 2 inches in diameter and up to 3 inches in diameter downstream of basket strainer unit shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D2241. C. Non-pressure lines 3/4 inches in diameter and larger downstream of the remote control valve shall be Class 200 PVC. Non-pressure lines 1" and larger to conform to ASTM D2241. D. Reclaimed water PVC pipe to be color coded "purple" in color and marked on two sides with reclaimed water warning statements "CAUTION -RECLAIMED WATER". Reclaimed water piping must be accepted by the local reclaimed water governing agencies. Reclaimed water PVC pipe shall use standard Sch. 40 PVC fittings. Reclaimed Water PVC pipe to be Brownline "Alertline" ar equal. 2.03 METAL PIPE AND FITTINGS A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. B. Fittings shall be medium brass, screwed 125-pound class. C. Copper pipe and fittings shall be Type "K" sweat soldered. 2.04 PLASTIC PIPE AND FITTINGS A. 8. C. D. E. F. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation_ Foundation approval, Commercial Standards designation, and date of extrusion. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2241 or ASTM D1784. All PVC fittings shall be standard weight Schedule 80 for constant-pressure mainline fitting_s and Schedule 4~ for non-~rE:ssure lateral fittings and shall be injection molded of an improved vIrgIn PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2466 and 02467. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. All solvent cementing of plastic pipe and fittings shall be a two-step , process, using primer and solvent cement ~pplied per the manufact~rer s recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non-lead base Teflon paste, tape, or equal. 2.05 BASKET STRAINER A. The basket strainer unit shall be of the manufacturer, size, and type indicated on the drawings. B. The basket strainer unit shall be installed in accordance with the requirements set forth by local codes. 2.06 VALVES A. Gate Valves: 1. Gate valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Gate valve shall have threaded ASTM 8-62 bronze body, bonnet and wedge, silicon bronze stem, and malleable iron handwheel. 3. All Gate valves shall hove a minimum working pressure of not less than 150 psi and shall conform to AWWA standards. B. Quick Coupler Valves: 1. Quick coupler valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall have 3/4 female threads opening at base, with two-piece body. Valves to be operated only with a coupler key, designed for that purpose. Coupler key is inserted into valve and a positive, watertight connection shall be made between the coupler key and valve. Hinge cover shall be the locking type constructed of brass with o rubber-like vinyl cover. Vinyl quick coupler caver to be purple in color with the words "WARNING -RECLAIMED WATER -DO NOT DRINK" permanently marked on the lid. C. Automatic Control Valves: 1. Automatic control valves shall be af the manufacturer, size, and type indicated on the drawings. 2. Automatic control valves shall be electrically operated. D. Anti-drain Valves: 1. Anti~drain valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Anti-drain valves shall have 18-8 stainless steel springs and valve stems with Buna-N seals. 3. Anti-drain valves will have threaded connections the size of the riser or pipe they are ta be installed onto, or the next available size. No slip connection anti-drain valves are allowed. 2.07 VALVE BOXES A. Valve boxes shall be fabricated from a durable, Weather-resistant plastic material resistant to sunlight and chemical action of soils. B. The valve box cover shall be purple in color and permanently marked with the words "WARNING -RECLAIMED WATER ~ DO NOT DRINK". Valve box cover shall be secured with a hidden latch mechanism or bolts. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. ISHEEi71 CITY OF CARLSBAD 1l8HEE18 I ~ PLANNING DIVISION 27 DATE RI D G E L.A. EXP. LANDSCAPE ARCHITECTS 8841 Research Drive REVIEWED BY: Suite 200 Irvine, CA 92618 Tel 949 3871323 DATE www.ridgela.com INSPECTOR DATE BY DESCRIPTION APP'D REVISIONS APPROVED PLANNlt-lG TENANT IMPROVEMENT PLANS FOR: PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE SPECIFICATIONS I. ~ l"v DATE DWN BY __ LA __ _ PROJECT NO. 11 DRAWING No. 475-3L CHKD BY __ R_S __ FIELD BY PC 12-18 ....J i== 1- 2: en :::> r.t) ~ () ....J <( z LL 2.08 D. E. F. Valve box extensions shall be by the same manufacturer as the valve box. Automatic control valve boxes shall be 16"x11"x12" rectangular size. Valve box covers shall be marked "RCV" with the valve identification number "heat branded" onto the cover in 2 inch high letters/numbers. Gate valve and quick coupler valve boxes shall be 10" circular size. Valve box covers shall be marked with either "GV" or "QCV" "heat branded" onto the cover in 2-inch high letters/numbers. AUTOMATIC CONTROLLER A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. B. Automatic controller enclosures shall be of the manufacturer, size, and type indicated on the drawings. Enclosure shall be vandal-resistant, ventilated and waterproof. 2.09 ELECTRICAL A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. B. All electrical work shall conform to local codes and ordinances. 2.10 LOW VOLTAGE CONTROL WIRING A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. B. Connections shall be either epoxy-sealed packet type or Penn-Tite connectors. C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers ore used, the control wires shall be a different color for each controller. These colors shall be noted on the "Record Drawings" plans located on controller door). 2.11 IRRIGATION HEADS A. Sprinkler heads shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rote indicated on the drawings. B. Pop-up heads and riser heads shall be used as indicated on the drawings. C. Pop-up heads and gear driven rotors used on reclaimed water systems shall have a color coded purple cap with reclaimed water warnings embossed on the top surface. Riser heads shall have a self adhesive reclaimed water sticker placed on the riser directly below the sprinkler body. All reclaimed water warnings shall be in English and Spanish and have the international symbol for "Do Not Drink". All reclaimed water warnings shall be as required by the local water utility. 2.12 MISCELLANEOUS EQUIPMENT Port 3 Rain sensor shall be of the manufacturer, size, and type indicated on the drawings. EXECUTION 3.01 SITE CONDITIONS A. Inspections: 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations. B. Discrepancies: 1. In the event of discrepancy, immediately notify the Architect or Owner's authorized representative. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. C. Grades: 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to finish grade. 2. Final grades shall be accepted by the Engineer before work on this section will be allowed to begin. D. Field Measurements: 1. Make all necessary measurements in the field ta ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all other work. 2. All scaled dimensions are approximate. The Contractor shall check ond verify all size dimensions prior to proceeding with work under this section. 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. E. Diagrammatic Intent: F. The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to avaid obstructions or conflicts with other work at no additional expense to Owner. Layout: 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer, and automatic controller. 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. G. Water Supply Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. H. Electrical Service: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. 2. Contractor shall make 120 volt connection ta the irrigation controllers. Electrical power source to controller locations shall be provided by others. C. D. E. All connections shall be of an approved type and sh al I occur in a valve box. Provide an 18 inch service loop at each connection. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be provided at each remote control valve. A continuous run of remote control valve. prior approval. wire shall be used between a controller and each Under no circumstances shall splices be used without D. E. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the system has been wilfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the Architect. This test shall be accepted by the Architect and accomplished before starting any planting. Final inspection will not commence without record drawings as prepared by the Irrigation Contractor. 3.15 MAINTENANCE 3.02 TRENCHING F. Pull boxes for the low voltage control wires shall be provided at a spacing of 480 feet on center along the wire route. An expansion loop of 24 inches shall be provided at each control wire pull box. 3.03 A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrade. B. Provide minimum cover of 24 inches on pressure supply lines 2 ½ inches and smaller. C. Provide minimum cover of 18 inches for control wires. D. Provide minimum cover of 12 inches for non-pressure lines. E. Pipes installed in a common trench shall have a 6 inch minimum space between pipes. BACKFILLING A. Backfill material an all lines shall be the same as adjacent soil free of debris, litter, and rocks over ½-inch in diameter. B. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. C. Flooding in lieu of tamping is not allowed. D. Under no circumstances shall truck wheels be used to compact backfill. E. Provide sand backfill a minimum of 6 inches over and under all piping under paved areas. 3.07 VALVES A. Automatic control valves, manual valves, gate valves, and ball valves are to be installed in the approximate locations indicated on the drawings. B. Valve shall be installed in shrub areas whenever possible. C. Install all valves as indicated in the detail drawings. D. Valves to be installed in valve boxes shall be installed one valve per box. 3.08 VALVE BOXES A. Valve boxes shall be installed in shrub areas whenever possible. B. Each valve box shall be installed on a foundation of 3/4 inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops ½-inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas. 3.09 BASKET STRAINER A. Install basket strainer unit as indicated in the detail drawings. B. Install basket strainer at location approved in the field and at height required by local codes. 3.10 SPRINKLER HEADS A. Sprinkler heads shall be installed as indicated on the drawings. B. Spacing of heads shall not exceed maximum indicated on the drawings. During the maintenan~e period the Co_ntractor s_h?II adjus_t. and maintain the irrigation system in a fully operational cond1t1on prov1d1ng complete irrigation coverage to all intended plantings. 3.16 COMPLETION CLEANING Clean-up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. END OF SECTION 3.04 PIPING C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. B. Cutting or breaking of existing pavement is not permitted. C. Carefully inspect all burrs and reaming. verification. pipe and fittings before installation, removing dirt, scale, Install pipe with all markings up for visual inspection and D. Remove all dented and damaged pipe sections. E. All lines shall have a minimum clearance of 6 inches from each other and 12 inches from lines of other trades. F. Parallel lines shall not be installed directly over each other. G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. H. PVC pipe shall be installed in a manner which will provide for expansion and contraction as recommended by the pipe manufacturer. I. Centerload all plastic pipe prior to pressure testing. J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape. K. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope an all threaded plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be made with plastic female adapters. L. All solvent weld mainline piping is to be secured with minimum one cubic foot thrust blocks at all directional changes. Bell and gasket pipe to have a Leemco joint restraint system installed on all fittings in lieu of thrust blocks. 3.05 CONTROLLER A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical service shall be coordinated with this location. B. The Irrigation Contractor shall be responsible for the final electrical hook up to the irrigation controller. C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area or in accordance with the irrigation schedule provided. 3.06 CONTROL WIRING D. Pop-up sprinkler heads shall not be installed using side outlet openings. 3.11 MISCELLANEOUS EQUIPMENT A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. B. Quick coupler valves shall be set approximately 12 inches from walks, curbs, header boards, or paved areas where applicable. C. Unless designed as an integral part of the irrigation head, anti-drain valves will be installed under every head. The anti-drain valve will be the same diameter as the riser and be integral to the riser assembly. D. Install rain sensors as indicated on the drawings and as recommended by the manufacturer. 3.12 FLUSHING THE SYSTEM A. Prior to installation of sprinkler nozzles, the valves shall be opened and a full head of water used to flush out the lines and risers. B. Sprinkler nozzles shall be installed after flushing the system has been completed. 3.13 ADJUSTING THE SYSTEM A. Contractor shall adjust valves, align heads, and check coverage of each system prior to coverage test. B. If it is determined by the Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to any planting. C. The entire system shall be operating properly before any planting operations commence. D. Automatic control valves are to be adjusted so that the sprinkler heads operate at the pressure recommended by the manufacturer. 3.14 TESTING AND OBSERVATION A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by the Architect, Owner, and governing agencies. B. The Contractor shall be solely responsible for notifying the Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. C. When the sprinkler system is completed, the Contractor shall perform a coverage A. Low voltage control wiring shall occupy the same trench and shall be installed test of each system in its entirety to determine if the water coverage for along the same route as the pressure supply lines whenever possible. the planted areas is complete and adequate in the presence of the Architect. APPROVED FOR PLANTING AND B. Where more than one wire is placed in a trench, the wiring shall be taped IRRIGATION ONLY, INCLUDING PRECISE together in a bundle at intervals of 10 feet. Bundle shall be secured to the ~ mainline with tape at intervals of 20 feet. LOCATION OF PLANTING AREAS. o .-------------.. ------------------.... -----------------.------------------------~--!'!'!!'!!'!"!'!'!"!"'!"""'!"""'!"""'!"!"'!"""'!"!!!!'!II"'!"""'!"""'!"""'!"""'!""~~--~~ fstimll CITY OF CARLSBAD IISHEEIS I N RI D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 3871323 www.ridgela.com "AS-BUILr DATE L.A. EXP. REVIEWED BY: INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION APP'□ l____gu PLANNING DIVISION 27 u5 APPROVED PLANNING DWN BY CHKD BY TENANT IMPROVEMENT PLANS FOR: LA RS PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE SPECIFICATIONS 11:ll (={, ~l4 1 · "Z-4 l z., DATE PROJECT NO. DRAWING NO. PC 12-18 475-3L _J ~ I- ~ Ill ::i (j) ~ () _J <( z L..-----------------------------------'-------..J. ______ ..:;:::;;;;;::;;;;;::;;;;;;;:;....J... _________ ...J _____ ..;:::.:,::;;::.:.:., _____ ~~~~~~~~~~~~~;;;;JU. REVISIONS FIELD BY SECTION 02950 LANDSCAPE PLANTING Part 1 -GENERAL 1.01 WORK INCLUDED A. Soil Preparation. B. Planting. C. Staking. D. Sodding. E. Clean up. 1.02 RELATED WORK A. Section 02811 1.03 QUALITY ASSURANCE A. Source Quality: Landscape Irrigation System. 1. Submit documentation at least 60 days prior to planting that all plant materials are available. Materials are subject to inspection after confirmation of ordering. 2. Materials are subject to inspection at place of growth and upon delivery, for conformity to specifications. Inspection, approval and rejection can also take place at other times during progress of work. 3. Request, in writing, inspection of plant materials at place of growth. Identify place of growth, and quantity of plants to be inspected. 4. As described in the planting notes for tree togging, the Architect may opt to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit the nursery and select trees conforming to specifications prior to review by the Architect. 1.04 SUBMITTALS A. Prior to installation submit for review and approval specifications and product information on items being used on project. Submit bound with list of items as cover sheet. Conform to Section 01300. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed chemical analysis, name, trade mark, and conformance to State law. B. Provide copies of receipts for all amendments specified in these specifications or in the Soils Report. C. Deliver plants with legible identification labels. Label trees, evergreens, bundles of containers of like shrubs and groundcover plants. State correct plant name and size indicated on plant list. Use durable waterproof labels with water-resistant ink which will remain legible for at least 60 days. D. Protect plant material during delivery to prevent damage to root ball or desiccation of leaves. E. Notify Architect 7 days in advance of delivery of plant materials and submit itemization of plants in each delivery. F. Store plants in shade and protect from weather. G. Maintain and protect plant material in a healthy, vigorous condition. H. Exercise care in handling, loading, unloading and storing of plant materials. Replace damaged materials. 1.06 JOB CONDITIONS A. Perform actual planting only when weather and soil conditions are suitable in accordance with locally accepted practice. B. Coordinate this work of this section with installation of underground irrigation system, utilities, piping and watering heads. 1.07 SAMPLES AND TESTS A. Architect reserves the right to take and analyze samples of materials for conformity to specifications. Provide samples for testing upon request. Remove rejected materials from site immediately upon rejection at no additional cost. Testing costs will be paid for by Owner if materials prove to be in compliance with specifications. B. Prior to amending soils, contractor shall have soil tested for agricultural suitability as described in planting notes. C. Provide 1 cubic foot sample of medium grind topping mulch to Architect for review and approval. 1.08 GUARANTEE A. Guarantee materials against poor, inadequate, diseased and inferior materials and workmanship for one year after 90 day maintenance agreement expiration. Part 2 -PRODUCTS 2.01 MATERIALS A. The following organic, soil amendments and fertilizer are to be used for bid purposes only. Specific amendments and fertilizer will be selected and specified after rough grading operations ore complete and Contractor has had soil samples tested. B. Provide standard, approved and first-grade quality materials, in prime condition when installed and accepted. Deliver commercially processed and packaged material in manufacturer's unopened containers bearing the manufacturer's guaranteed analysis. Supply a sample of all supplied materials accompanied by analytical data from an approved laboratory source illustrating compliance, or bearing the manufacturer's guaranteed analysis. C. Organic Amendment: 1. Nitrogen Stabilized: 0.56 to 0.84 percent N based on dry weight for wood residual or rice hulls. 2. Particle Size: 95 to 100 percent passing 6.35 mm standard sieve; 80 to 100 percent passing 2.33 mm standard sieve. 3. Salinity: Ensure that saturation extract conductivity does not exceed 3.5 millimohs per centimeter at 25 degrees C. as determined by saturation extract method. 4. Iron Content: Minimum 0.08 percent dilute acid soluble Fe on dry weight basis. 5. Ash: 0 to 6 percent dry weight. D. Soil Amendment: 1. Soil Sulfur: Agricultural grade sulfur containing minimum of 99 percent sulfur expressed as elemental. 2. Iron Sulfate: 20 percent iron expressed as metallic iron, derived from ferric and ferrous sulphate, 10 percent sulfur expressed as elemental. 3. Calcium Carbonate: 95 percent lime as derived from oyster shells. 4. Gypsum: Agricultural grade product containing 98 percent minimum calcium sulphate. E. Fertilizer: 1. Planting Fertilizer: pelleted or granular form consisting of the following percents by weight and mixed by commercial fertilizer supplier: 6-nitrogen, 20-phosphoric acid, 20-potash. 2. Planting Tablets: Provide slow-release type with potential acidity of not more than 5 percent by weight containing the following percents by weight of nutrients listed: 20-nitrogen, 10-phosphoric acid, 5-potash, 2.6-combined calcium, 1.6-combined sulphur, 0.35-iron elemental from ferrous sulfate. Provide in 21 gram tablets manufactured by Agriform, or other approved. 3. Hydroseeding Fertilizer: provide ammonium phosphate which consists of the following percent by weight and mixed by o commercial fertilizer supplier: 16-nitrogen, 20-phosphoric acid, 0-potosh. 4. Pre-Sod fertilizer: Provide type consisting of the following percents by weight and mixed by o commercial fertilizer supplier: 16-hydrogen, 20-phosphoric acid, 8-potash. 5. Sulphate of potash: 0-0-50. 6. Single super-phosphate: Commercial product containing 1 a to 20 percent available Phosphoric Pentoxide, or other approved. 7. Urea formaldehyde: 38-0-0. 8. Hydroseeding fertilizer: provide amonium phosphate which consists of the following percent by weight and mixed by o commercial fertilizer supplier: 16-nitrogen, 20-phosphoric acid, 0-potosh. F. Import or Amended Top Soil: Ensure silt plus cloy content of top soil does not exceed 20 percent by weight, with a minimum 95 percent passing the 2.0 mm sieve. Do not allow the sodium absorption ratio SAR to exceed 6. The electrical conductivity (ECE) of the saturation extract cannot exceed 3.0 millimohs per centimeter at 25 degrees C. Ensure boron content is less ~han 1 port per million as measured on the saturation extract. To ensure compliance with these requirements, submit samples of soil for analysis prior to, and following backfilling. G. Plant Materials: , 1. Provide plant materials in accordance with State Deportment of Agricultures regulation for nursery inspections, rules and ratings. Provide plants with o normal habit of growth, sound, healthy, vigorous and free from insect infestations, plant diseases, sunscalds, and other disfigurements. Ensure tree trunks ore sturdy and have well hardened systems and vigorous and fibrous root systems which ore not root or pot-bound. In the event of disagreement as to condition of root system, the root conditions of the furnished plants in containers will be determined by removal of earth from the roots of not less than two plants, or more than 2 percent of the total number of plants of each species or variety. Where container grown plants are from several sources, roots of not less than two plants of each species or variety from each source will be inspected. In the event that the sample plants inspected are found to be defective, the entire lot or lots of plants represented by the defective samples may be rejected. Plants rendered unsuitable for planting due to this inspection will be considered samples and will be provided at no cost to the Owner. 2. Size of plants will correspond with that normally expected for species and variety of commercially available nursery stock or as specified on drawings. The minimum acceptable size of plants measured before pruning with the branches in normal position, must conform with the measurements specified in plant list. If approved by The Owner, larger sized f]1onts may be used, bYt without additional cost. If larger plants ore approved for use, the boll of earth or spread of roots for each plant will be increased proportionately. 3. Plants not meeting requirements of these specifications ore considered to be defective whether in place or not. They must be immediately removed and replaced with new acceptable and approved plants of the required size, species and variety at no additional cost to the Owner. 4. Pruning: Do not prune, trim, top or alter the shape of trees or plants except as approved. 5. Provide plant material true to botanical and common name and variety as specified in Annotated Checklist of Woody Ornamental Plants in California, Oregon and Washington, published by University of California School of Agriculture (latest edition). 6. Nursery Grown and Collected Stock: Grow under climatic conditions similar to those in locality of project; container-grown stock in vigorous, healthy condition, not root-bound or with root system hardened off. Use only liner stock plant material which is well established in removable containers or formed homogeneous soil sections. 7. Sod: Provide Marathon II or approved equal. 8. Select trees which are aesthetically desirable and ore good examples of the species. Trees with goshes, misshapen trunks or branches, topped leaders, structural defects, badly crossed branches, or other visual defects will not be accepted. 9. Seed: Lobel seed and provide in sealed containers with signed copies from vendor certifying that each container is fully labeled in compliance with State Agricultural Code and is in compliance with minimum requirements of these specifications. Wet, moldy or damaged seed will not be permitted. Provide seed mix per plan. H. Hydroseeding Fiber Mulch: Provide Hydro-mulch as manufactured by Conwed, or other approved equal, composed of wood cellulose fiber and containing no germination or growth inhibiting factors. Ensure o consistent texture whichdisperses evenly and remains suspended in agitated water. Provide with o temporary green dye and the following percentage property analysis: moisture content 9 plus or minus 0.8; 3 o.d. basis; organic matter 99.2 plus or minus 0.8; ash content 0.8 plus or minus 0.2;pH 4.8 plus or minus 0.5;water holding capacity (grams of H20 per 100groms of fiber) 1150 minimum. I. Hydroseeding Additive (Binder): Provide Ecology Control-M-Binder organic seeding additive. J. Guying and Stoking Materials: 1. Wood Tree Stokes: lodge pole pine, full treated with Coppernaphthanote Wood Preservative in strict accordance with FS TT-W-572 Type I, Composition B, 2 inch minimal normal size diameter by 10 feet long, no split stakes. 2. Ties: Provide rigid tie stock No. CT, size corresponding to tree box size as manufactured by VIT Company or other approved. K. Tree Point: Provide Morrison Tree Seal, Cabot Tree Paint, or other approved. L. Water: Provide clean, potable water. M. Mulch: Provide medium grind bark, consisting of organic, fibrous, woody bark mixture of varied particle size such that 90 to 100 percent passes 1 inch sieve, 80 to 100 percent passes 1/2 inch sieve, and 20 to 60 percent passes 1/4 inch sieve, or approved equal. Mulch shall be free of contaminants and weed seed and shall hove o pleasant musty or moldy soil-like odor. Putrid, ammonia and sour-smelling materials will be deemed unacceptable. Recycled construction materials will not be permitted. N. Wood Headerboords: 1. Provide 2-inch by 4-inch pressure treated Douglas fir or redwood construction grade heoderboards. Make splices with 1-inch by 4-inch pieces no less than 12 inches long. Place 1-inch by 3-inch by 16-inch stakes at intervals of not more than 5 feet. Cut stokes level and set below top of heoderboords. 2. On sharp turns and curves, four ½-inch by 4-inch lo:ninoted boards, or two 1-inch by 4-inch laminated boards may be permitted. 3. Nail stakes and splices with galvanized common nails. Nail as required for solid installation. 4. Provide header as shown on drawings, laid true to line and grade, protect in-place adjacent improvements, shrubbery and other properties. Place stakes on ground cover side of header. 0. Sand: Provide washed silica sand. P. Root Barrier: UB24-2 by Deep Root Corp., (800)458-7668. Install at all trees within 5' of concrete paving, curbs or mow strips, or as shown on plans. Install barrier with vertical ribs facing toward the tree and with the top edge ½" above finish grade. Part 3 -EXECUTION 3.01 INSPECTION A. Obtain certification that final grades to 1/10 foot hove been established prior to commencing landscaping opera~ions. Provid_e for inclus(on of oil amendments, settling, etc. Be responsible for shaping all planting areas as indicated on drawings or as required. B. Inspect trees, shrubs and liner stock plant material for injury, insect infestation and trees and shrubs for improper pruning. C. Do not begin planting of trees until deficiencies ore corrected or plants replaced. 3.02 PREPARATION A. Soil Preparation: 1. After proper finished grades have b,\'en ve~i~ied or estob_l)shed,. cross-rip all planting areas to o depth of 12 , cond1t1on and fertilize soil in accordance with recommendations of soil testing laboratory and as approved by Owner. The following is for bid purposes only. Uniformly spread and cultivate amendments thoroughly by means of mechanical tiller into top 6 inches of soil. 2. Application rates per 1,000 square feet: Nitrogen stabilized organic amendment 4 cubic yards 16-16-16 Commercial Fertilizers 15 lbs. AgricYlturol gypsum 100 lbs. Soil sulphur 20 lbs. At time of planting, ensure that top 2 inches of all areas to be planted or seeded are free of stones, stumps, and other deleterious matter 1 inch in diameter or larger, and free from wire, plaster, concrete, wood, and similar materials which would cause hindrance to planting or maintenance. B. Final Grades: Make minor modifications to grade as may be necessary to establish required final grade. Ensure that finish grade provides proper drainage of the site and surface drainage is away from building. Final grades ore to be 1 inch below adjacent paved areas, sidewalks, valve boxes, headers, clean-outs, drains, manholes, etc., or as shown on drawings or required by City. Eliminate erosion scars prior to commencing maintenance period. 3.03 PLANTING INSTALLATION A. B. General: 1. Perform actual planting only during those periods when weather and _soil conditions ore suitable and in accordance with locally accepted practice, as approved. 2. Distribute in planting areas only as many plants as con be planted and watered that same day. 3. Ensure that containers which ore opened and plants removed ore handled with core such that boll of earth surrounding roots is not broken and that plants ore planted and watered immediately. Do not open containers prior to placing plants in planting areas. . . 4. The irrigation system shall be operational and approved prior to planting. Pre-Plant Weed Control: 1. Use o non-selective systemic contact herbicide as recommended and applied by an approved licensed landscape pest control advisor and applicator. Leave sprayed plants intact for at least 15 days. 2. Clear and remove these existing weeds by mowing or grubbing off all plant parts at least 2 inches below surface of soil over entire areas ta be planted. 3. After irrigation system is operational, apply water for 10 days as . needed to achieve weed germination. Apply contact herbicides and wait as needed before planting. Repeat as required. 4. Maintain weed free site until acceptance by Owner. C. D. E. F. Loy-Out: Mork locations for plants on_d outlines of areas to be planted before any plant pits ore dug. Goin City approval. If und~rground . construction or utility lines are encountered In the excavation of plontin9 areas other locations for planting may be selected by Owner. Accomplish layout with flagged grade stakes ind_icoting p(ant names and specified container size on each stake. Confirm location and depth of underground utilities and obstructions. Planting of Trees and Shrubs: . . . . 1 Strip and stock approved excavation for planting which Is encountered · within areas for trenches, tree holes, plant pits and planting beds. 2. Remove from site excess soil generated from planting holes and not used for backfilling. 3. Protect areas from excessive compaction when trucking plants or other materials to planting areas. 4. Provide excavated holes with vertical sides with roughened surfaces and of a size twice the diameter and 1-1/2 times the depth of the root ball for all trees and shrubs. 5. Cut cans on two sides with acceptable con cutter only. Do not injure root boll. Superficially loosen edge roots on three sides ofter removing from can. 6. Remove bottom of plant boxes before planting. Remove sides without damage to root boll after positioning plant and partially backfilling. 7. Center plant in pit or trench. . . . . 8. Face plants with fullest growth into prevailing wind. d 9. Set plant plumb and hold rigidly in position until soil has been firme around boll or roots. 10. Backfill container plants with: 6 ports by volume on-site soil 4 ports by volume organic amendment 1 pound 6-20-20 fertilizer mix/cu. yd. of mix 2 pounds iron sulfate per cubic yard of mix Note: The above is for bid purposes only. Speci_fic boc_kfill . recommendations are made as o result of the soils testing described on the planting pla_n. . 11. Raise all plants which settle deeper than the surrounding grade. After plant hos been placed, odd sufficient backfill to hole to cover approximately 1 /2 of root ball. Add water to the lop and thoroughly saturate root ball and adjacent soil. 12. After water hos completely drained, place planting tablets: 1 tablet per 1-gollon container 2 tablets per 5-gollon container 3 tablets per 15-gollon container 4 tablets per 24 inch box 5 tablets per 30 inch box 6 tablets per 36 inch box 7 tablets per 42 inch box 8 tablets per 48 inch and larger boxes . Set planting tablets with each plant on top of root ball while plants are still in their containers so the required number of tablets con be verified. 13. Backfill remainder of hole and tamp firm. Construct an earthen basin around each plant ofter backfilling. Provide basin of depth sufficient to hold at least 2 inches of water. Construct basins with amended backfill. Remove basin in all turf areas ofter initial watering. 14. Limit pruning to minimum necessary. Remove injured twigs and branches. Pruning may not be done prior to delivery of plants. Paint cuts over 3/4 inch in diameter with tree paint. 15. Stoke trees immediately after planting. Install stakes plumb. 16. Do not bring iron sulfate into contact with concrete surfaces due to potential staining. Contractor is responsible for cleaning or replacing stained surfaces. Planting Groundcover: , 1. Ensure that groundcover remains in the flats until transplanting. Fl_ot_s soil must contain sufficient moisture so it will not foll apart when l1ft1ng plants. 2. Plant groundcovers in straight rows evenly spaced unless shown otherwise, and at intervals required by drawings. Use triangular spacing unless otherwise noted on drawings. 3. Plant each rooted plant with its proportionate amount of flat soil. Immediately sprinkle after planting until entire area is soaked to full depth of each hole. Protect plants from damage and trampling. Hydroseeding: 1. Install large trees and shrubs (5 gallon and larger) if they occur in hydroseeded areas. 2. Install trees and shrubs (1 gallon) and groundcovers from flats if they occur in hydroseeded areas. 3. Provide seed mixes as shown on plan. 4. Apply hydro-seed by on oppro~e~ hydro-mulch c<;>mpany. . 5. Apply in o form of slurry cons1st1ng of cellulose fiber, seed, chemical additives commercial fertilizer and water. When hydraulically sprayed on soil, ens~re that hydro -mulch forms a blotter like groundcover impregnated uniformly with seed and fertilizer and allows the absorption of moisture and rainfall to percolate to the underlying soil. 6. Prepare the slurry at the site by first adding water to the tonk. when the engine is at half throttle. When water level hos reached height of agitator shaft, provide full circulation, then odd seed, followed by fertilizer, then mulch. Only add the mulch to the mixture ofter the seed and the tank is at least 1 /3 filled with water. By the time the tonk is 2/3 to 3/4 full, all mulch shall be in. Commence spraying immediately when tonk is full. 7. Spray with uniform visible coot by using the green color as o guide. Apply the slurry in o sweeping motion, in on arched stream so ~s to fall like rain allowing the wood fibers to build on each other until o good coot is achieved and the material is spread at the required rotes. 8. Remove slurry not used within two hours from the site. 9. Fill out the doily worksheets by the nozzle man, with the following information: Seed type and amount, mulch type and amount, number of loads and amount of water, seeding additive type and amount, area covered and equipment used, capacity and license number. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER. ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. fstim'l I CITY OF CARLSBAD ~ PLANNINO DIVISION TENANT IMPROVEMENT PLANS FOR: R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 3871323 www.ridgela.com L.A. EXP. REVIEWED BY: INSPECTOR DATE DATE BY DESCRIPTION APP'□ DATE REVISIONS APPROVED PLANNING OWN BY LA CHKD BY RS rlELD BY PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE SPECIFICATIONS r<.:-} [ 6f. ~\-e.,i; "1 . ~ )-t,, DATE PROJECT NO. DRAWING NO. PC 12-18 475-3L _J ~ ~ ro :::, (f) ~ (..) _J <( z LL 10. Do not allow any slurry to be sprayed into any reservoir basin or drainage ditches and channels which may impede the flow of rain or irrigation water. Cleon up any spilled slurry. 11. After application of hydro-mulch, wash excess material from previously planted materials and architectural features. Avoid washing or eroding mulch materials. 12. Ensure that application equipment has o built-in agitation system and operating capacity sufficient to agitate, suspend and mix a slurry containing not less than 40 pounds of fiber mulch plus a combined total of 7 pounds fertilizer solids for each 100 gallons of water. 13. Slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which will provide a continuous non-fluctuating discharge. Capacity requirement is 1,500 gallons, mounted on a traveling unit, either self-propelled or drawing by a separate unit which will place slurry tank and nozzles within sufficient proximity of areas to be seeded. 14. Hydraulic equipment used for pesticide applications shall consist of a clean 150 gallon capacity fiberglass tonk, complete with mechanical agitation. Pump volume shall be 10 gallons per minute, while operating at a pressure of 100 pounds per square inch. Distribution lines shall be large enough to carry the volume of water necessary for even chemical distribution. Spray nozzle must cover a 15-foot swath, with a minimum output of 5 gallons per minute at 80 pounds per square inch. G. Sod Planting: 1. Remove rocks, weeds and debris from areas to be sodded. Work up soil to a depth of 6 inches, and break up all clods. 2. Carefully smooth all surfaces to be sodded. Roll area to expose soil depressions or surface irregularities. Re-grade as required. 3. Spread turf fertilizer 16-20-0 onto soil evenly at rote of one pound per 100 square feet of lawn area. Rake in lightly. Be sure soil is level and smooth before laying sod. Avoid laying sod on bone dry soil. 4. Lay first strip of sod slabs along a straight line use a string in irregular areas. Butt joints tightly, do not overlap edges. On second strip, stagger joints much as in laying masonry. Use a sharp knife to cut sod to fit curves, edges, sprinkler heads. 5. Do not lay whole lawn before watering. When a conveniently large area has been sodded, water lightly preventing drying. Continue to lay sod, and to water until installation is complete. 6. After laying sod, roll lightly to eliminate irregularities and to form good contact between sod and soil. Avoid heavy roller or excessive initial watering which may cause roller marks. 7. Water thoroughly the completed lawn surface. Soil should be moistened at least 8 inches deep. Repeat sprinkling at regular intervals to keep sod moist at all times until rooted. After sod is established, decrease frequency and increase amount of water per application as necessary. 8. Replace oil dead or dying sod with equal material. H. Mulch Cover: Dress oil groundcover, perennial and annual beds with 2" layer of mulch, except 2: 1 slopes and turf areas. 3.04 CLEAN-UP A. After all planting operations are complete, remove all trash, excess soil, empty plant containers, and rubbish from the property. Repair scars, ruts and other marks in the ground and leave ground in a neat and orderly condition. B. Leave the site in o broom-clean condition, and wash down all paved areas within the project site. Leave walks in o clean and safe condition. 3.05 OBSERVATION SCHEDULE A. Notify Owner in advance for the following inspections, according to the time specified: 1. Pre-Job conference -7 days. 2. Final grade review -48 hours. 3. Plant material review -48 hours. 4. Plant layout review -48 hours. 5. Soil preparation and planting operations 48 hours. 6. Pre-maintenance -7 days. 7. Final inspection -7 days. B. No site visits shall commence without all items noted in previous observation reports either completed or remedied unless such compliance has been waived by the Architect. END OF SECTION SECTION 02970 LANDSCAPE MAINTENANCE Port 1 -GENERAL 1.01 SECTION INCLUDES A. 90 day maintenance. B. Weeding. C. Fertilization. 1.02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Section 02811 -Landscape Irrigation. B. Section 02950 C. Section 02520 1.03 QUALITY ASSURANCE Landscape Planting. Portland Cement Concrete Paving. A. Provide services by an experienced landscaping maintenance company. 1.04 MAINTENANCE PERIOD A. Continuously maintain all site areas involved in this contract during the progress of work and during the maintenance period until final acceptance of the work by City. Improper maintenance or possible poor condition of the project at the termination of the scheduled maintenance period may cause postponement of the final completion date of the Contract at no additional cost to Owner. Continue maintenance until acceptable to the Owner. B. Provide sufficient numbers of workers and adequate equipment to perform work during maintenance period. C. Maintenance period does not start until all elements of construction, planting, and irrigation for the complete project are in accordance with the contract documents for this project. D. Request on inspection to begin maintenance period ofter all planting and related work has been completed in accordance with contract documents. Maintenance period commences as described in written notification by the Owner. E. Prior to commencement of maintenance period, ensure that all ground covers and lawn areas have been planted and that all lawn areas show an even, healthy stand of gross seedlings or sod, gross having been mown twice. F. Any day or days that there is failure to properly maintain plantings, replace suitable plants, perform weed control or maintain hordscope areas will not be credited as part of the 90 days maintenance. The project will not be segmented into maintenance phases. G. Keep paved areas free of silt, dirt, leaves and other planting area debris. Maintain these areas at least broom clean through the duration of the maintenance period, cleaning no less often than once per week. 1.05 GUARANTEE AND REPLACEMENT A. Guarantee: Guarantee plant material against any and all poor, inadequate or inferior materials and workmanship for one year. Replace plants found to be dead or in poor condition due to faulty materials or workmanship, at no extra cost to Owner. B. Replacement: Replace materials found ta be dead, missing or in poor condition during the maintenance period immediately. The Architect is the sole judge of the acceptability of condition. Make replacements of materials within 15 days after condition develops or written notification from Architect has been sent. Architect has the right to make emergency repairs without releasing Contractor's guarantee and warranty to Architect. 1.06 INSPECTIONS A. Request normal progress inspection at least 72 hours in advance of an anticipated inspection. Inspections are as follows: 1. Immediately prior to commencement of this maintenance work. 2. Completion of first [90] day maintenance period. 3. Final acceptance. 1.07 PROJECT FINAL ACCEPTANCE A. Prior to date of final inspection, acquire approved reproducible prints and finally record from the job record set, all changes mode during construction and deliver them to Architect. B. Deliver guarantees to Architect. Port 2 -PRODUCTS 2.01 MATERIALS A. Ensure that all materials conform to other sections of these specifications for planting and irrigation, and as acceptable to Architect. B. Provide monthly record of all herbicides, insecticides and disease control chemicals used on site. Port 3 -EXECUTION 3.01 MAINTENANCE A. Weed and cultivate all areas at intervals of not more than 10 days. 8. Perform watering, mowing, rolling, edging, trimming, fertilization, spraying, pest control, and cleaning as may be required. C. Street gutters and curbs ore to be included. D. Maintain adequate protection for people and property, and be financially responsible for damages and injuries. Notify the Architect immediately should damage occur as o result of maintenance operations and provide repair or remuneration. E. Between the 15th and 20th calendar day of the maintenance period, reseed or resod all spots or areas within the lawn where normal turf growth is not evident. 3.02 TREE AND SHRUB CARE A. Watering: Maintain a large enough water basin around plants so that enough water can be applied to establish moisture through the major root zone. When hand watering, use o water wand to break force of water. B. Pruning: 1. Prior to any pruning obtain written approval from the Architect to proceed. 2. Trees: a. Propose tree pruning to the Architect should there be health or structural reasons for doing so, including the need to eliminate diseased or damaged growth, eliminate structurally unsound growth, reduce potential for wind toppling or wind damage, or maintain growth within limited space. b. If requested b.,Y the City provide pruning for aesthetic enhancement according to pruning" by Sunset Books. c. Major pruning of deciduous trees shall be during their dormant season. 3. Shrubs: a. The objectives of shrub pruning ore the some as for trees. Do not clip shrubs into balled or boxed forms unless such is required by the design. b. Make pruning cuts to lateral branches or buds or flush with trunk. Stubbing will not be permitted. C. Staking and guying: Ensure that stokes and guys remain in place through acceptance and monitor to prevent girdling of trunks or branches and to prevent rubbing that causes bark wounds. All nursery stokes shall be removed. D. Weed control: Keep approved herbicides. roots. Use mulches germination. all areas free of weeds. Use recommended legally Avoid frequent soil cultivation that destroys shallow per specifications to help prevent weed seed E. Insect and disease control: Maintain o reasonable control with approved materials. F. Fertilize as specified by the agronomic soils testing recommendations and as follows for bid purposes: 1. Commencement of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer. 2. At end of first 30 days of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer. 3. At end of maintenance period and at 30 day intervals should maintenance period be extended for any reason -6 pounds per 1,000 square feet with fertilizer mix. 4. Avoid applying fertilizer to the root ball and base of main stem; rather, spread evenly under plant to drip line. Rates will vary from about a cup of nitrate fertilizer (depending upon nitrogen percentage) around o newly installed small plant to about 1 /2 pound of actual nitrogen per inch of truck diameter measured four feet from the ground for mature trees. G. Replacement of plants: Replace dead, dying and missing plants with plants of a size, condition and variety acceptable to the Architect at no additional cost to the Owner. 3.03 GROUND COVER CARE A. Weed control: Control weeds, preferably with pre-emergent herbicides, but also by hand or with selective systemic herbicides. Hoe weeds as little as possible since this may result in plant damage. B. Watering: Water enough that moisture penetrates throughout root zone and only as frequently as is necessary to maintain healthy growth. C. Trash: Remove as it accumulates, but no less often than weekly. D. Edging and trimming: Edge ground cover to keep in bounds. E. Replace dead and missing plants at no additional cost to the Owner. 3.04 LAWN AND TURF CARE A. Turf must be well-established prior to final acceptance. B. Watering: Water lawns at such frequency as weather conditions required to replenish soil moisture below root zone. C. Weed control: If needed, control broad leaf weeds with selective herbicides. D. Mowing: E. 1. Perform mowing at such times of the day or week as may be requested by the Owner so as not to impede the Owner's operations. Mowing times may be at times other than normal working hours or days. Perform work at Owner's convenience at no additional cost to the Owner. 2. Cleon up grass clippings during and ofter mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. Renovating: 1. If required, remove thatch by verticutting, preferably in the Foll of the year, but otherwise in the Spring. At this time, fertilize with nitrate and over-seed if needed. Over-seeding must precede pre-emergent herbicides by at least 4 to 6 weeks. Normally, this means that lawns which hove been invaded by crabgrass would be renovated and over-seeded in the Fall and treated for crabgrass control in the following late Winter. 2. Clean up grass clippings during and ofter mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. 3.05 IRRIGATION SYSTEM A. Inspection: Check all systems for proper operation. Lateral lines must be flushed out ofter removing the lost sprinkler head or two at each end of the lateral. Adjust heads as necessary for unimpeded coverage and no overspray. 3.05 IRRIGATION SYSTEM A. Inspection: Check all systems for proper operation. Lateral lines must be flushed out ofter removing the lost sprinkler head or two at each end of the lateral. Adjust heads as necessary for unimpeded coverage and no overspray. B. Controllers: Set and program automatic controllers for seasonal water requirements. Give Owner o key to controllers and instruction on how to turn off system in case of emergency as specified in other sections of these specifications. C. Repair all damages to irrigation system at no additional cost to the Owner. Make all repairs within one watering period. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD 11 sHEe,s 1 PLANNING DIVISION 27 DATE RI D G E L.A. EXP. LANDSCAPE ARCHITECTS 8841 Research Drive REVIEWED BY: Suite 200 Irvine, CA 92618 Tel 949 3871323 DATE www.ridgela.com INSPECTOR DATE BY DESCRIPTION APP'D REVISIONS APPROVED PLANNING TENANT IMPROVEMENT PLANS FOR: PALOMAR OAKS TECHNOLOGY PARK LANDSCAPE SPECIFICATIONS --r --z,-f.1-v DATE OWN BY __ L::'cA:c--_ CHKD BY __ R_S __ PROJECT NO. PC 12-18 DRAWINGI NO. 475-3L FIELD BY N ..- 0 £::' 00 ~ _J ;:: 1- 2 ro :) (f) ~ 0 _J <( z IL