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DWG 487-9L; SDP 15-09; SHEA INDUSTRIAL LOTS 19-22; 01-27
} f ' DEPARTMENT OF ENVIRONMENTAL HEALTH r RE~YCLED WATER STANDARD PLAN NOTES 1. 2. 3. 4. 5. 6. 7. 8. ALL WORK SH(',LL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RILES AND REGULATIONS. ~:~TK~~~E~Af i:i~iTu~6~~:c~N~1~i~~~¢~~~D0i;~~i~PE::~~~I~~~~~ ~~~~F~E BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENTIPOSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. HOSE BIBS AIE STRICTLY PROHIBITED. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. NO SUBSTITUTIONS O.F PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE OTAY WATER DISTRICT. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. 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 RECYC.LED 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. I 16. ~~~~~A~;L~:~~~:~tEE~:~~~DL::;EARN~~E~i:A~~LA~RL~;~¢i~~~~~ i~~L:sE I • CROSSING SEPARATIOI. BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSl'JRE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. THE REQUIRED CROSS1CONNECTION INSPECTION SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND 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 STEVEN PERALES ~T (949) 389-7049. ,, OR AFTER HOURS CONTACT STEVEN PERALES AT (949) 389-7049 .. 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. NOTE: PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF f CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE ~LANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. 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-BUil T PLAN REQUIREMENTS CONTRACTOR SHALL PREPARE AS-BUILT "RECORD DRAWINGS" IN ACCORDANCE WITH SPECIFICATION SECTION 02811, PART 1.09 A, INDICATING ALL CHANGES IN THE WORK WHICH CONSTITUTE DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS. THESE DRAWINGS SHALL BE TURNED OVER TO THE LANDSCAPE ARCHITECT AT THE GOMPLETiON OF THE LANDSCAPE INSTALLATION. FINAL AS-BUILT PLANS SHALL BE PREPARED BY THE LANDSCAPE ARCHITECT, BASED ON THE INFORMATION PROVIDED BY THE CONTRACTOR, AND DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND THE ORIGINAL PLANS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. NOTE: FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY PLANNING DEPARTMENT AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. 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. FIRM NAME AND ADDRESS: TELEPHONE NUMBER: REGISTRATION NUMBER EXPIRATION DATE: OWNER NAME AND ADDRESS: TELEPHONE NUMBER: DATE:--~,_____.._,_,_..W~~· - RIDGE LANDSCAPE ARCHITECTS 8841 RESEARCH DRIVE, SUITE 200 IRVINE, CA 92618 (949) 327-1323 2809 MAY 31, 2017 SHEA PROPERTIES 130 VANTIS, SUITE 200 ALISO VIEJO, CA 92656 (949) 389-7049 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. SIGNED: SJ. RIDGE, LANDSCAP A CHITECT RLA. #2809 KEYMAP NOTTO SCALE DATE:_~_,__~---+--"--"-~-·_ D UNICIPAL WATER DISTR;qi-js-- 1 DATE COUNTY OF SAN DIEGO Department of Environmental Health -Land Use Division GLENN LEEKS DATE RECYCLED WATER SYSTEM (PRIVATE) SHEA INDUSTRIAL Carlsbad, California I., 'l SPECIAL NOTES A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE .PLANS REQUIRING A BUILDING PERMIT, CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY, INSPECTION PROCEDURES: INSPECTION OFT.HE 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 LAND.SCAPE 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 BETWEEN THE METER AND BACKFLOWPREVENTER SHALL BE "SCHEDULE K HARD COPPER". FOR APPROVED BACKFLOW TESTERS, CALL (760) 438-2722. SIGNAGE NOTES I 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 COMPATl13LE 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 OVERS PRAY 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 DISTRICTSTANDARDS. 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. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RE.CYCLED 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. TYPICAL SIGNS WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER S AFTER CONTACTING NOS DESPUES DE USAR In Order to Conserve Water .. RECYCLED WATER IN USE DO NO. T Im. NO TOME DRINK ~ ELAGUA WASH HANDS AFTER CO ITT ACTING LAVE.SE SUS MANOS DESPUES DE USAR 12" X 36" SIZE 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS PROJECT SITE >,' ' rn , $ .. ·. ',/,, -·_, -· Gateway· Rd, · ·.. '. 0 Town Garde.n '<" RD \: \ \. ' L . ., .--. ' ~ f ,f iii ·oo· ~ VICINITY MAP N cc ..J . SYMBOL SCALE: NOT TO SCALE EB DESIGNATED OUTDOOR EATING AREA. REFER TO D.E.H. NOTE #2 THIS SHEET. ' I . ........... RW ! IT a ' I ! ! i """"-~,,,,. -------~- 0 IRR.IGATION METER. ~ MINIMl.JM 10' SEPARATION ~,i:~::~~i~J.~.J .. ~~G:t:..... f.·.·:··l CROSSOVER OF ---'-~,-----Jl-fl---,-~.,.:= .. :f;:=,r;:; ... =:-;;J ... RCWANDDW ·.+-RECYCLED WATER SIGN ~ FROM DOMESTIC. ~ . ~---~DOMESTIC-WATER BUILDING METER AND R/P DEVICE MAIN, SLEEVED. REFER TO NOTE #16 THIS SHEET. ·:--, ~~isr~~~;~ER l. ! I --:- . ~.·.-.·.·1·:-."".\,.·-.:.,.·,:~. ~ .. :. 'i,i,. ' ...... i,· ;;.,· ·--11·,-·. •· ... :z .... ~g. Rl'V ; ~ 4+ •$~~ ;;:,r: •. ! I ,:±; ~ . ,I T • I I -u rrlr-rrl, .I. I : U I · . • ' : · i.0J::L :.·.:·r=::,,t """'.,....hl~"'-'.,.{l~.N.' ...... '. RW ~• '-'-'...,_,.,_,....,.,,.._,...,. I LRECYCLED WATER SfGN ,., •·•·••· .... j ' FIRE DETECTOR CHECK ".' ·::.:.:-:.:-:-:-:-::1 ,i ; I . -~, ·•·-················ ' ' _C:"t-CROSSOVER OF RCWAND OW MAIN, SLEEVED. ' ,,, ..... , .... REFER TO NOTE #16 THIS SHEET. DOMESTIC WATER BUILDING METER AND R/P DEVICE ESIGNATED OUTDOOR EATING AREA. REFER TO D.E.H. NOTE #2 THIS SHEET. RECYCLED WATER SIGN PROJECT MAP ffi SCALE: 1· = 60' PROJECT MAP LEGEND DESCRIPTION SHEET INDEX ' . SHEET TITLE ' . SHEET NUMBER -----PW----PROPOSED DOMESTIC WATER SYSTEM RECYCLED WATER/ TITLE SHEET 1 HARDS.CAPE PLAN 2-5 --------• RW --------PROPOSED RECYCLED WATER IRRIGATION MAINLINE HARDSCAPEDETAILS . 6 IRRIGATION PLAN 7 -10 ---------PROPOSED FIRE SERVICE LINE IRRIGATION LEGEND, 11 IRRIGATION NOTES •·. · 12 ... ;::: ........................................................... IRRIGATION CALCUL/\TIONS ·. 13 :;\:ALL LANDSCAPED AREAS iifii AREA OF RECYCLED WATER USE ::: ......................................................... ::::::: B RECYCLED WATER IRRIGATION METER * "DO NOT DRINK" RECYCLED WATER SIGN LOCATIONS . 181 BUILDING POTABLE WATER METER Ii,;] DOUBLE CHECK DETECTOR ASSEMBLY .. -. . ' IRRIGATION DETAILS .· .. 14 -17 PLANTING PLAN i . '·,'. ,_-_ .' ' .. 18 C 21 PLANTING DETAILS '· ·.•• . 22 ' . SPECIFICATIONS ·:. . 23 -27 . .. _.: , I . . • ." -. ,, .• APPROVE~ 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 . PLANNING. DMSION !841 iES,ARlH DR IU If[ 200 IRVINE,CA92618 94U87,1323 IIDGHA.rnM DATE L.A. EXP. RECYCLED WATER TITLE SHEET SHEA INDUSTRIAL n1 INNOVATION WAY CNll.8BAD. CALIFORNIA 82009 1--------~---------+---+-+----~~----~---~---+--,,APPROVED REVIEWED BY: PLANNING DWN BY LA Environmental Land _Use Specialist Ill SmithConsultiog Architects DATE BY DESCRIPTION APP'D CHKD ll'( __ R_S __ PR(l,IE,CTNO. . SDP.15,09 ·11 .. , /D:~:~ .. I INSPECTOR DATE REVISIONS FIELD BY. , .. >,/.c.... ·- ORAVVING IJA tE• 09/24/15 CD 0 ' I!) 0) 0 ' I!) ..... 0.. 0 (J) . --------------- I I ' ' ' --;.;: P.A ;.:·~, a=i=cl=:!!.=======c==========;i ···-;.·-::. __ ,,:; .. _ ~:·· I I I PROPOSED BUILDING 1 .. ··.:· _,' , ... .... ,,. ....... .. ,. ' ·::<.> p~;:::_·_· :::::;:: 3 J-llr--.. :c-~·!., .•''. TYP. r\ i I 'I , 4H"-i-n--~U TYP. I i I I . I I I I I I I I : 1 I I I I lLV p ·········· . :/ 5 ::.:::: · ·;.-. :' /f/ -TYP. // ,,,,_1:,/:f I?'.) . 1/(A ',/ •! ----------~---_____ L ___ _ MATCHLINE -SEE SHEET 5 :c 0-·➔••-s --1r----;r<11: P.A./ \ ' ! ! ti \i' ____ ; (.:I P.A. P2 i / P.A. I / / / P.,\\. i / \'t:; l/ /I P.A. X/ / / / / / ! : TURF :• .. ~£-.,: . ' _______ __! ___________ ~ ---------·-·--------------- \Tl SD GATEWAY ROAD p R.O.W. 0 10 20 40 60 SmithConsuiting Architects SCALE AND NORTH ···-·-··········· \/ V ' i i TURF V; - 'i PRpf'.'.ERTY LINE/ R.O.W. j; i I) ' ii ' r/) I I I' I ·• .. I V) '/ '7')~~--"" -::.:_; - I r-----'L-"----'---~----":.-"1.- 8841 MSEARCH DI. IUITE 200 IRVINE' CA nm 949.387'1323 RIDGELA.COM CONSTRUCTION LEGEND . SYMBOL DESCRIPTION DETAIL REF. 1 ) CONSTRUCT PEDESTRIAN CONCRETE PAVING B, SHT. 6 I 2) CONSTRUCT VEHICU.LAR CONCRETE PAVING B, SHT. 6 ' ' 13 CONSTRUCT EXPANSION JOINT A, SHT. 6 14 CONSTRUCT TOOLED CONTRACTION JOINT A, SHT. 6 15 CONSTRUCT SAWCUT CONTRACTION JOINT A, SHT. 6 I 6) CONSTRUCT HIDDEN EXPANSION JOINT A, SHT. 6 I (7J CONSTRUCT CONCRETE PAVERS . D, SHT. 6 (8---.) CONSTRUCT TRUNCATED DOME WARNING TILES C, SHT. 6 I 9) CONSTRUCT HANDICAP ACCESS RAMP E, SHT. 6 11 o) FURNISH & INSTALL BIKE RACK F, SHT. 6 @ FURNISH AND INSTALL DINING TABLE AND CHAIRS PER MANUFACTURER'S SPECIFICATIONS -- @ FURNISH AND INSTALL TRASH RECEPTACLE PER MANUFACTURER'S SPECIFICATIONS .. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: iA> CONCRETE CURB PER CIVIL ENGINEER'S SHEETS I B > PARKING STRIPING PER ARCHITECT'S SHEETS iC> A.G. PAVING PER CIVIL ENGINEER'S SHEETS ,o VEHICULAR CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS ' i E) UTILITY PER CIVIL ENGINEER'S SHEETS ' ' : ® O" CURB AND CURB RAMP PER CIVIL ENGINEER'S SHEETS (0 DRIVEWAY PER CIVIL ENGINEER'S SHEETS ' H TRASH ENCLOSURE PER ARCHITECT'S SHEETS (0 RETAINING WALL PER CIVIL ENTINEER'S SHEETS w BIO RETENTION AREA PER CIVIL ENGINEER'S SHEETS Q0 SCREEN WALL PER ARCHITECT'S SHEETS L FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS . M EXISTING CURB PER CIVIL ENGINEER'S SHEETS ® EXISTING CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS ® TRELLIS STRUCTURE PER ARCHITECT'S SHEETS ® PARKING LOT LIGHT FIXTURE PER ELECTRICAL ENGINEER'S SHEETS @ MONUMENT SIGN PER ARCHITECT'S SHEETS ® MAILBOX PEDESTAL PER ARCHITECT'S SHEETS ' ' COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION MANUFACTURER COLOR FINISH COMMENTS PAVING: ~ ~ LIGHT TOOLED CONTRACTION CONCRETE PAVING -NATURAL GRAY RETARDANT-JOINTS/ EXPANSION TOP CAST #05, JOINTS PER PLAN ' -~ INTEGRAL COLOR DAVIS COLORS 'MESA BUFF' MEDIUM SAWCUT CONTRACTION CONCRETE PAVING (800) 356-4848 #5447 (2 LBS) RETARDANT-JOINTS/ HIDDEN EXP. TOP CAST #25, JOINTS PER PLAN EJ ~ INTEGRAL COLOR DAVIS COLORS 'MESA BUFF' VERY LIGHT SAWCUT CONTRACTION CONCRETE PAVING (800) 356-4848 #5447 (2 LBS) RETARDANT-JOINTS/ HIDDEN EXP. TOP CAST #03 JOINTS PER PLAN ~ ~ PRECAST CONCRETE ACKERSTONE 'MESA BUFF' I SHOT-BLAST, 6X12 PAVER/ RUNNING MIKE MILLARD PAVERS (949) 241-6669 'CARMEL' 50:50 FM BOND PATTERN tig~g~g:3:~:•:~:~M ~ DETECTABLE WAUSAU PRESSED SET SQUARE TO ADA 90 BLACK WARNING TILE (800) 388-8728 CONCRETE STRAIGHT EDGE 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 FURNISHING_S: SYMBOL KEY DESCRIPTION ❖ ~ DINING TABLE AND ~ CHAIRS 0 ~ TRASH RECEPTACLE ~ -BIKE RACK "AS-BUILT" L.A. EXP. REVIEWED BY: INSPECTOR MANUFACTURER COLOR FINISH MODEL/ QUANTITY LANDSCAPE FORMS (800) 430-6209 LANDSCAPE FORMS (800) 430-6209 COLUMBIA CASCADE (800) 547-1940 DATE CAROUSEL TABLE W/ CATENA TOP, BACKED TITANIUM POWDERCOAT METAL GRID SEATS, SURFACE MOUNT 3-SEAT = 4 TOTAL 4-SEAT = 12 TOTAL ' TITANIUM POWDERCOAT PETOSKEY HINGED LID, SURFACE MOUNT= 5 GALVANIZED .. 2170-9-G = 2 REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION DATE REVISIONS APP'D KEYMAP NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. APPROVED PLANNING DWN BY CHKD BY FIELD BY CITY OF CARLSBAD PLANNING_ DIVISION HARDSCAPE PLAN SHEA INDUSTRIAL 8181 INlitOVATION WAY CARLSBAD, CAUFORNIA 82009 f'tJ.,~ 4 E:lt~::tt ,~ -~. ir:; DATE : I PAC.:JEC J NO. DRAWING NO. RS SOP 15-09 487-9L DRAWING DATE: 09/24/15 (0 0 ' I.() rn ~ . -- 0) 0 ' I.() 0 :::, 0.. --0:, 0 ' I.() ..- 0.. 0 rn T\ .· 'T lr-1:"''1"-,, ;i~ V; lh--+-4~--· •~'-_.rr ·,,,,,._.,,,,,"'""'-""-'vt~,,,,..,~°"'',. - V1 •. i. ~•·--!I e+--~:1 'Ci I EXISTING .30' ,+-~,!PUBLIC SEWER i \ ', I PRIVAT£ STORM 11+-+x---=~ JDRAIN . EASEMEN I I II'+-¼ -~' I I I I ; I ! l I I 'I IIJ--q · ----! ! ' 1t-PROPERTY LINE I I I I "'-'-s.--: ~-) Ir-, r7 I I I . I I I I I [P.A.[ I I P.A. PROPERTY LINE I RO.W. MATCHLINE -SEE SHEET 4 :au-.:=.-~:;:;ca-·,1, ii I. . PROPOSED BUILDING 1 ·"-·---~ -- P.A. GATEWAY ROAD 0 10 20 40 60 SmithConsulting Architects SCALE AND NORTH P.A P.A. I ················· 1 I I I I I I I I CONSTRUCTION LEGEND SYMBOL DESCRIPTION CONSTRUCT PEDESTRIAN CONCRETE PAVING CONSTRUCT VEHICULAR CONCRETE PAVING CONSTRUCT EXPANSION JOINT CONSTRUCT TOOLED CONTRACTION JOINT CONSTRUCT SAWCUT CONTRACTION JOINT CONSTRU.CT HIDDEN EXPANSION JOINT CONSTRUCT CONCRETE PAVERS CONSTRUCT TRUNCATED DOME WARNING TILES CONSTRUCT HANDICAP ACCESS RAMP FURNISH & INSTALL BIKE RACK FURNISH AND INSTALL DINING TABLE AND CHAIRS PER MANUFACTURER'S SPECIFICATIONS FURNISH AND INSTALL TRASH RECEPTACLE PER MANUFACTURER'S SPECIFICATIONS THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY, (A) CONCRETE CURB PER CIVIL ENGINEER'S SHEETS (8) PARKING STRIPING PER ARCHITECT'S SHEETS (c) A.G. PAVING PER CIVIL ENGINEER'S SHEETS D VEHICULAR CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS < E > UTILITY PER CIVIL ENGINEER'S SHEETS ® O" CURB AND CURB RAMP PER CIVIL ENGINEER'S SHEETS ® DRIVEWAY PER CIVIL ENGINEER'S SHEETS H) TRASH ENCLOSURE PER ARCHITECT'S SHEETS (0 RETAINING WALL PER CIVIL ENTINEER'S SHEETS (J) BIO RETENTION AREA PER CIVIL ENGINEER'S SHEETS (t<) SCREEN WALL PER ARCHITECT'S SHEETS L) FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS < M) EXISTING CURB PER CIVIL ENGINEER'S SHEETS ® EXISTING CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS @ TRELLIS STRUCTURE PER ARCHITECT'S SHEETS ® PARKING LOT LIGHT FIXTURE PER ELECTRICAL ENGINEER'S SHEETS @ MONUMENT SIGN PER ARCHITECT"S SHEETS ® MAILBOX PEDESTAL PER ARCHITECT'S SHEETS COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION MANUFACTURER COLOR PAVING: . lli1fil] ~ CONCRETE PAVING -NATURAL GRAY -~ INTEGRAL COLOR DAVIS COLORS 'MESA BUFF' CONCRETE PAVING (800) 356-4848 #5447 (2 LBS) . . CZIT] ~ INTEGRAL COLOR DAVIS COLORS 'MESA BUFF' CONCRETE PAVING (800) 356-4848 #5447 (2 LBS) . m ~ PRECAST CONCRETE ACKERSTONE 'MESA BUFF' I MIKE MILLARD PAVERS (949) 241-6669 'CARMEL' 50:50 ~ DETECTABLE WAUSAU i:g:g:i~g:~~g:i:g:I WARNING TILE (800) 388-8728 ADA 90 BLACK DETAIL REF. B, SHT. 6 (, B, SHT. 6 A, SHT. 6 A, SHT. 6 A, SHT. 6 A, SHT. 6 D, SHT. 6 C, SHT. 6 E, SHT. 6 F, SHT. 6 . FINISH COMMENTS LIGHT TOOLED CONTRACTION RETARDANT-JOINTS I EXPANSION TOP CAST #05, JOINTS PER PLAN MEDIUM SAWCUT CONTRACTION RETARDANT-JOINTS I HIDDEN EXP. TOP CAST #25, JOINTS PER PLAN VERY LIGHT SAWCUT CONTRACTION RETARDANT-JOINTS I HIDDEN EXP. TOP CAST #03 JOINTS PER PLAN SHOT-BLAST, 6X12 PAVER I RUNNING FM BOND PATTERN PRESSED SET SQUARE TO CONCRETE STRAIGHT EDGE 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: SYMBOL 0 - 8141 RESEARCH DR sum 200 IRVJ«E • CA 9161B 949,387.1323 RID6!LA.COM KEY DESCRIPTION MANUFACTURER ~ LANDSCAPE DINING TABLE AND FORMS CHAIRS (800) 430-6209 1s21 TRASH RECEPTACLE LANDSCAPE FORMS (800) 430-6209 BIKE RACK ~ ~ COLUMBIA CASCADE (800) 547-1940 "AS-BUILr DATE L.A. EXP, REVIEWED BY: INSPECTOR DATE COLOR FINISH TITANIUM POWDERCOAT TITANIUM POWDER.COAT GALVANIZED MODEL I QUANTITY CAROUSEL TABLE WI CATENA TOP, BACKED METAL GRID SEATS, SURFACE MOUNT 3-SEAT = 4 TOTAL 4-SEAT = 12 TOTAL PETOSKEY HINGED LID, SURFACE MOUNT= 5 2170-9-G = 2 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 MTEWAYFl0AD KEYMAP NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. APPROVED PLANNING DWN BY CHKD BY FIELD BY CITY OF CARLSBAD PLANNING DIVISION HARDSCAPE PLAN SHEA INDUSTRIAL 8131_ INNOVATION WAY CARLSBM>, CALIFORNIA 92008 I~\ 4 · t:-1 I ..o:fr: ,.., . ~·I'=- DATE PROJECT NO. DRAWING NO. RS SOP 15-09 487-9L DRAWING DATE: 09/24/15 <O 0 ' LO '<"" --m 0 ' LO '<"" 0 :::i a. --m 0 ' LO '<"" a. 0 Cf) I I I I I I I P.A.! I \i I i' I / I I ___ -1.J.LLL..._......L ---------------------- I a~~~~~~~~~~~~~~~~I / p P.A. P.A. -- -- I l.11=+-=~+c I I 11-;++------+, I 1,1----+-~--+' t TYP. P.A. P.A I I I :r; }Y:; :s:Jt ~;:/-.r :~·r~=.~~ ~~t\ }\:-; ·/~:·: ::~·;-=~ -~·/·:;~-: {/ .. --?;~ :· -. : >.< ::?\l ./;:~\~ ·:?~~· ;~;;::: :i:" r~s> >·> (~/ .. \~.~::.~~ ·,:~":.:~/-:/: ):::\ /::;-~ ;~:-'. /:/\ ·;~t : LO TYP. PROPOSED BUILDING 2 i! _1, I I- I~ (f) I~ I 3 I I~ ~ I I I I I I () 1,1--++~ I I . i v, I L': P.A. MATCHLINE -SEE SHEET 3 I I CONSTRUCTION LEGEND SYMBOL DESCRIPTION CONSTRUCT PEDESTRIAN CONCRETE PAVING CONSTRUCT VEHICULAR CONCRETE PAVING CONSTRUCT EXPANSION JOINT CONSTRUCT TOOLED CONTRACTION JOINT CONSTRUCT SAWCUT CONTRACTION JOINT CONSTRUCT HIDDEN EXPANSION JOINT CONSTRUCT CONCRETE PAVERS CONSTRUCT TRUNCATED DOME WARNING TILES CONSTRUCT HANDICAP ACCESS RAMP FURNISH & INSTALL BIKE RACK FURNISH AND INSTALL DINING TABLE AND CHAIRS PER MANUFACTURER'S SPECIFICATIONS FURNISH AND INSTALL TRASH RECEPTACLE PER MANUFACTURER'S SPECIFICATIONS THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: •A) CONCRETE CURB PER CIVIL ENGINEER'S SHEETS ' B) PARKING STRIPING PER ARCHITECT'S SHEETS (c) A.C. PAVING PER CIVIL ENGINEER'S SHEETS o) VEHICULAR CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS <E) UTILITY PER CIVIL ENGINEER'S SHEETS (F) O" CURB AND CURB RAMP PER CIVIL ENGINEER'S SHEETS ® DRIVEWAY PER CIVIL ENGINEER'S SHEETS . <H) TRASH ENCLOSURE PER ARCHITECT'S SHEETS < I) RETAINING WALL PER CIVIL ENTINEER'S S.HEETS (_.l_) BIO RETENTION AREA PER CIVIL ENGINEER'S SHEETS ® SCREEN WALL PER ARCHITECT'S SHEETS < L) FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS 'M) EXISTING CURB PER CIVIL ENGINEER'S SHEETS ® EXISTING CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS @ TRELLIS STRUCTURE PER ARCHITECT'S SHEETS ® PARKING LOT LIGHT FIXTURE PER ELECTRICAL ENGINEER'S SHEETS @ MONUMENT SIGN PER ARCHITECT''S SHEETS ® MAILBOX PEDESTAL PER ARCHITECT'S SHEETS . COLOR AND FINISH SCHEDULE ~ SYMBOL KEY DESCRIPTION MANUFACTURER COLOR PAVING: lit:/};{'.:;'.'.~] ~ CONCRETE PAVING -NATURAL GRAY Ill ~ INTEGRAL COLOR DAVIS COLORS 'MESA BUFF' CONCRETE PAVING (800) 356-4848 #5447 (2 LBS) L2S] ~ INTEGRAL COLOR DAVIS COLORS 'MESA BUFF' CONCRETE PAVING (800) 356-4848 #5447 (2 LBS) ~ §] ACKERSTONE . PRECAST CONCRETE MIKE MILLARD 'MESA BUFF' I PAVERS (949)241-6669 'CARMEL' 50:50 ~ DETECTABLE WAUSAU 1g:~~:Mg:~:il*!l WARNING TILE (800) 388-8728 ADA 90 BLACK DETAIL REF. B, SHT. 6 B, SHT. 6 A, SHT. 6 A, SHT. 6 A, SHT. 6 A, SHT. 6 D, SHT. 6 C, SHT. 6 E, SHT. 6 F, SHT. 6 FINISH COMMENTS LIGHT TOOLED CONTRACTION RETARDANT-JOINTS I EXPANSION TOP CAST #05, JOINTS PER PLAN MEDIUM SAWCUT CONTRACTION RETARDANT-JOINTS I HIDDEN EXP. TOP CAST #25, JOINTS PER PLAN VERY LIGHT SAWCUT CONTRA.CTION RETARDANT-JOINTS I HIDDEN EXP. TOP CAST #03 JOINTS PER PLAN SHOT-BLAST, 6X12 PAVER I RUNNING FM BOND PATTERN PRESSED SET SQUARE TO CONCRETE STRAIGHT EDGE NOTE: CONTRACTOR SHALL PREPARE 4' SQ. SAMPLE OF ALL PAVING FINISHES, PER SPECIFICATIONS, FOR REVIEW AN.D APPROVAL BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SITE FURNISHINGS: SYMBOL KEY DESCRIPTION ❖ @] DINING TABLE AND ~ CHAIRS . 0 ~ TRASH RECEPTACLE ~ .· -BIKE RACK "AS-BUILr MANUFACTURER COLOR FINISH MODEL I QUANTITY LANDSCAPE FORMS (800) 430-6209 . LANDSCAPE FORMS (800) 430-6209 COLUMBIA CASCADE (800) 547-1940 DATE . CAROUSEL TABLE WI CATENA TOP, BACKED TITANIUM POWDERCOAT METAL GRID SEATS, SURFACE MOUNT 3-SEAT = 4 TOTAL 4-SEAT = 12 TOTAL TITANIUM POWDERCOAT PETOSKEY HINGED LID, SURFACE MOUNT= 5 GALVANIZED --2170-9-G = 2 REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. KEYMAP NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING IJIVl8iON I-IARDSCAPE PLAN SHEA INDUSTRIAL !Bil Rm~ICH DR L.A. EXP. fJ'l3'I INNOVATION WAY CARLSBH>, OALIFORNIA 92009 lUIJE 200 . IRVINE· CH.11\B 149,387.1323 0 10 20 40 60 RIDGELA.COM SmithConsuiting Architects SCALE AND NORTH f---------------------!----4--l-------------------1----I APPROVED Id\ 4'-tll-.,.-tt--REVIEWED BY: DATE BY DESCRIPTION APP'D INSPECTOR □"-TE REVISIONS PLANNING DWN BY ____ _ CHKD BY_.;..;Rc.:.S ___ 1 FIELD BY PRQIECTIIO. SOP 15-09 11 DRAWING NO. 487-9L DRAWING DATE: 09/24/15 (0 0 ' LO ..- Cl) ~ --CJ) 0 ' LO ..- 0 => a. --CJ) 0 ' LO ..- a. 0 Cl) I I I- I I I , ... ·\;~ I I .A. P5 3 r------ TYP. TYP. PROPOSED BUILDING 2 P.A. 0 r<I> \,/ PA P.A. P.A. I __ ··r ---~111 ;::...-~---11 I I -MATCHLINE -SEE SHEET 2 10 20 40 60 SmithConsultinq Architects SCALE AND NORTH ['/Ji j I! i I! PRqJ?ERTY LINE/ ROiW. 1 .,..-1cc,K G 1/.1 ,)) j (/) 3841 ~ESEARCtt DK IUITE 200 IRYINE • CA 911.18 949:i8H323 RIDGELA-.CDM CONSTRUCTION LEGEND SYMBOL DESCRIPTION CONSTRUCT PEDESTRIAN CONCRETE PAVING CONSTRUCT VEHICULAR CONCRETE PAVING CONSTRUCT EXPANSION JOINT CONSTRUCT TOOLED CONTRACTION JOINT CONSTRUCT SAWCUT CONTRACTION JOINT CONSTRUCT HIDDEN EXPANSION JOINT CONSTRUCT CONCRETE PAVERS CONSTRUCT TRUNCATED DOME WARNING TILES CONSTRUCT HANDICAP ACCESS RAMP FURNISH & INSTALL BIKE RACK FURNISH AND INSTALL DINING TABLE AND CHAIRS PER MANUFACTURER'S SPECIFICATIONS FURNISH AND INSTALL TRASH RECEPTACLE PER MANUFACTURER'S SPECIFICATIONS THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: <A> CONCRETE CURB PER CIVIL ENGINEER'S SHEETS < B > PARKING STRIPING PER ARCHITECT'S SHEETS <C> A.G. PAVING PER CIVIL ENGINEER'S SHEETS <D> VEHICULAR CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS < E > UTILITY PER CIVIL ENGINEER'S SHEETS © O" CURB AND CURB RAMP PER CIVIL ENGINEER'S SHEETS ~ DRIVEWAY PER CIVIL ENGINEER'S SHEETS H TRASH ENCLOSURE PER ARCHITECT'S SHEETS (0 RETAINING WALL PER CIVIL ENTINEER'S SHEETS (0 BIO RETENTION AREA PER CIVIL ENGINEER'S SHEETS ® SCREEN WALL PER ARCHITECT'S SHEETS L FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS M EXISTING CURB PER CIVIL ENGINEER'S SHEETS ® EXISTING CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS @ TRELLIS STRUCTURE PER ARCHITECT'S SHEETS (P> PARKING LOT LIGHT FIXTURE PER ELECTRICAL ENGINEER'S SHEETS @ MONUMENT SIGN PER ARCHITECT"S SHEETS ® MAILBOX PEDESTAL PER ARCHITECT'S SHEETS COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION MANUFACTURER COLOR PAVING: ~ ~ CONCRETE PAVING -NATURAL GRAY Ill ~ INTEGRAL COLOR DAVIS COLORS 'MESA BUFF' CONCRETE PAVING (800) 356-4848 #5447 (2 LBS) E2I] §] INTEGRAL COLOR DAVIS COLORS 'MESA BUFF' CONCRETE PAVING (800) 356-4848 #5447 (2 LBS) ~ [§] PRECAST CONCRETE ACKERS TONE 'MESA BUFF'/ MIKE MILLARD PAVERS (949) 241-6669 'CARMEL' 50:50 h~g:i:~~;::::~9 ~ DETECTABLE WAUSAU ADA 90 BLACK WARNING TILE (800) 388-8728 DETAIL REF. B, SHT. 6 B, SHT. 6 A, SHT. 6 A, SHT. 6 A, SHT. 6 A, SHT. 6 D, SHT. 6 C, SHT. 6 E, SHT. 6 F, SHT. 6 FINISH COMMENTS LIGHT TOOLED CONTRACTION RETARDANT-JOINTS/ EXPANSION TOP CAST #05, JOINTS PER PLAN MEDIUM SAWCUT CONTRACTION RETARDANT-JOINTS/ HIDDEN EXP. TOP CAST #25, JOINTS PER PLAN VERY LIGHT SAWCUT CONTRACTION RETARDANT-JOINTS I HIDDEN EXP. TOP CAST #03 JOINTS PER PLAN SHOT-BLAST, 6X12 PAVER/ RUNNING FM BOND PATTERN . PRESSED SET SQUARE TO CONCRETE STRAIGHT EDGE 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: SYMBOL KEY DESCRIPTION ❖ @TI DINING TABLE AND ~ CHAIRS . 0 ~ TRASH RECEPTACLE ~ -BIKE RACK "AS-BUILT" LcA. EXP. REVIEWED BY: INSPECTOR MANUFACTURER COLOR FINISH MODEL/ QUANTITY CAROUSEL TABLE W/ LANDSCAPE -CATENA TOP, BACKED FORMS TITANIUM POWDERCOAT METAL GRID SEATS, (800) 430-6209 SURFACE MOUNT 3-SEAT = 4 TOTAL 4-SEAT = 12 TOTAL LANDSCAPE PETOSKEY HINGED LID, FORMS TITANIUM POWDERCOAT (800) 430-6209 SURFACE MOUNT= 5 COLUMBIA CASCADE GALVANIZED --2170-9-G = 2 (800) 547-1940 DATE 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 KEYMAP = .... '.-~~?~:fo:-.:?:t:-:-{iE ~l6 ; Ii ··~ :I l·-ii NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1 •H:ET II CITY OF CARLSBAD I~ PLANNING DIVISION HARDSCAPE PLAN SHEA INDUSTRIAL ffl1 INNOVATION WAY CARLSBAD, CALIFORNIA 92008 APPROVED ~~ er-t:ll-0-Jt i-e . tr, . II', PLANNING DATE OWN BY PR0ill!CTNO. 11 DRAWING NO. CHKD BY RS FIELD BY SOP 15-09 487-9L nR..&.\/\ll~lr-n.8.Ti=-(\Qf')A!1~ (0 0 ' L.() ..-- (.f) 2 --Cl) 0 ' L.() ..-- 0 :::) 0.. --Cl) 0 ' L.() ..-- 0.. 0 (.f) ------------- i I .. --__ ...,__,. _____ ------- 1 • 6.25' 5' 6.25' 1' ± ± ~~---,--------{ 9 · .•.. . . . . ·-... . .. ; / ·-~- PLAN VIEW: 6" 5 8 3' 2% MAX. ·••-... _ffil!J,TI • _:_,fl=I 0=:i 11 =T =-TTT-'TT11 C m=111= SECTION VIEW· N.T.S: LEGEND: 1. CONCRETE PAVING. 2. ISOLATION JOINT. 3. 6" CURB -SEE CIVIL SHEETS. 4. FINISH GRADE. 5. ASPHALT PAVING -SEE CIVIL SHEETS. O,, 6',, 0 1 7 6. TOOLED WARNING GROOVES -SEE TO ENLARGEMENT THIS DETAIL. 7. 90% COMPACTED BASE MATERIAL AND SUBGRADE-VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT 8. PRE-CAST CONCRETE TRUNCATED DOME PAVERS. 9. HANDICAP SIGN AT EACH ACCESSIBLE STALL PER ARCHITECTURE PLANS. SIGN TO BE CENTERED dN STALL AND LOCATED AS CLOSE TO CURB AS POSSIBLE WITHOUT IMPEDING ON CAR OVERHANG AREA OR 4' CLEAR PATH OF TRAVEL. 10. 4'-0" MINIMUM CLEAR WITHOUT CAR OVERHANG· SEE HARDSCAPE SHEETS. • • • • • • • • • + . . . . . . . . . . - : ·--.... . : ... . [oJ PLAN VIEW: VISUAL WARNING GROOVES SECTION· N.T.S.: TYPICAL CURB RAMP CONDITIONS 5 10 ~ d • d 8:~ • --'r- 8 ~1--1 3 LEGEND: 1. ACCESSIBLE PRECAST TRUNCATED DOME PAVER· SEE CONSTRUCTION PLAN FOR COLOR AND SUPPLIER. 2. 1" TO 1•1/2" MORTAR SETTING BED W/ WELDED WIRE MESH, W6xW6. 3. CONCRETE SUB·SLAB. 4. 5. 6 7. 90% COMPACTED BASE MATERIAL AND SUBGRADE · VERIFY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. ADJACENT CONCRETE PAVING -SEE CONSTRUCTION PLAN FOR COLOR AND FINISH. #3 BY 12" LONG SMOOTH DOWELS 30" O.C .. REBAR SIZE AND SPACING TO MATCH ADJACENT PAVING. 8. PROVIDE THICKENED EDGE AT PAVING. 9. 1/8" WIDE GROUT JOINT AT EDGE -CONFIRM PAVING CUT·OUT SIZE WITH BUTT•JOINTED PAVERS BEFORE POURING CONCRETE. GROUT COLOR TO MATCH PAVERS. 10. O" CONCRETE CURB· SEE CIVIL PLANS, NOTES: A. ENSURE THAT TRUNCATED DOME "SLIVERS" ARE EQUAL SIZE ON ALL SIDES. B. PROVIDE BUTT JOINTS BETWEEN PAVERS WITHIN FIELD. C. CLEAN AND SEAL PAVERS/GROUT WITH APPROVED CLEAR PENETRATING SEALER. TYPICAL ACCESSIBLE CURB CUT RAMP LAYOUT SCALE: i" = 1'-0" PRE-CAST CONCRETE TRUNCATED DOME PAVERS SCALE: 1 ½" = 1 '-0" PER MANUFACTURER'S SPECIFICATIONS 3" • ' '7-'-'lil : ,I I .. L!J !I ~>--~--.. Q. 12" MIN. LEGEND: 1. 'CYCLOOPS' BIKE RACK.MODEL NUMBER PER MATERIALS LEGEND, AVAILABLE FROM COLUMBIA CASCADE, (800) 547·1940. 2. CONCRETE PAVING PER DETAIL A, THIS SHEET. 3. CONCRETE FOOTING 4. 90% COMPACTED SUBGRADE · VERIFY WITH GEOTECHNICAL REPORT 5. MATCHING BASE COVER F BIKE RACK SCALE: N.T.S. 3 4 5 6 1 2 12 1.1 -' j_,~~-,.,;~--1.~ ~++=I -~I . f°'5~---111---~111---··· I --111-_ 111 1 - l_l_l__±,Ff'~':::'-1 I 1--1 I 1----1 I 1--1 I I-I I 1--·-I I 1··-1 I I LEGEND: 1. 60 MIL. PRE-CAST CONCRETE PAVER· SEE HARDSCAPE PLAN FOR MAKE AND SUPPLIER. 2. SINGLE CONTINUOUS LAYER OF MIRAFI FW402 UNDER CONCRETE PAVER AREA. 3. FINISH GRADE. 4. 1" MORTAR SETTING BED. 5. CONTINUOUS CONCRETE FOOTING ALONG PERIMETER PAVERS AT PLANTER AREA 6. (2) #3 BARS CONTINUOUS CENTERED IN SLAB. 7. 90% COMPACTED SUBGRADE · VERIFY WITH GEOTECHNICAL SOILS REPORT. 8. 1" BEDDING COURSE OF SHARP NORMAL WEIGHT SCREENING SAND. 9. t" MAXIMUM SAND FILLED JOINT. 10. MINIMUM 4" THICK LAYER OF CLASS II AGGREGATE BASE, MOISTURE CONDITIONED AND COMPACTED TO A MINIMUM OF 95% COMPACTION· VERIFY WITH GOETECHNICAL SOILS REPORT. 11. ADJACENT CONCRETE PAVING -SEE HARDSCAPE PLAN FOR COLOR, FINISH, AND THICKNESS. 12. ¾" RADIUS. NOTES: A. VERIFY PAVING THICKNESS, BASE PREPARATION, AND REINFORCING RECOMMENDATIONS WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT PRIOR TO STARTING WORK. B. PROVIDE PAVER SAMPLE TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PER SPECIFICATIONS. C. AFTER LAYING CONCRETE PAVERS, PASS VIBRATOR PLATE OVER PAVERS CAUSING SAND TO FILL JOINTS AND LOCKING PAVERS INTO PLACE. THEN SWEEP SAND OVER THE PAVING STONES AND PASS VIBRATOR PLATE OVER A SECOND TIME, FORCING SAND INTO JOINTS FROM ABOVE. 0 CONCRETE PAVERS SCALE: 1" = 1 '-0" "AS-BUILT" DATE !841 REIEARCtt DR L.A. EXP. · IUITE 200 IRVl~E • CA 9161i REVIEWED BY: !49.387Jl23 RIDGHUOM SmithConsultinq Architects INSPECTOR DATE LEGENQ: 1. CONCRETE PAVING· SEE HARDSCAPE SHEETS FOR COLOR AND FINISH. 4 2. 3/16" WIDE SAWCUT CONTRACTION JOINT. CUT TO 1/4 DEPTH OF SLAB. PROVIDE TIGHT "CARPET EDGE" RADIUS ON EDGE OF PAVING BEFORE SAWCUTTING. 3. PLASTIC "SPEED DOWEL" WITH SMOOTH STEEL DOWELS AT 24" O.C . Ll 4. REBAR· SEE DETAIL "B", THIS SHEET. ----~-------rl <I 5. i' RADIUS . 6. JOINT FILLER. SEE SPECIFICATIONS. --11 1==111==1 I l==I 11==1 7. BACKER ROD· SEE SPECIFICATIONS. 8. 2·PART COLORED POLYURETHANE SEALANT· SEE SPECIFICATIONS. APPLY SILICA #30 SAND TO SURFACE OF SEALANT WHILE STILL TACKY AT ISOLATION JOINT ONLY. ' SAWCUT CONTRACTION JOINT: 9. ¾" THICK POLYFOAM EXPANSION MATERIAL· SPRAY GLUE TO SIDE OF POUR "A". 1 4 10. FIXED VERTICAL EDGE, 1.E WALL, COLUMN, THRESHOLD, STEPS, OR CURB. 11. NEW CONCRETE PAVING -FLUSH WITH EXISTING CONCRETE PAVING. 12. COLD JOINT WITH t" TOOLED EDGE. Ll -. -' :.;z.. ______ -rl <I 13. #4x18" LONG SMOOTH STEEL DOWELS AT 30" O.C. DRILLED AND EPOXIED WITH SIMPSON "SET 22" EPOXY INTO EXISTING CONCRETE PAVING· MIN. 3" EMBED. 14. EXISTING CONCRETE PAVING. -----111-1 11·······•·111--111 ·-1 15. CONTRACTION JOINT WITH TOOLED .1/4" RADIUS AT EDGES AND 1/4 DEPTH OF SLAB. TOOLED CONTRACTION JOINT: NOTES: 3/16" A. ENSURE THAT NO CONCRETE SLURRY STAINS BOND WITH EXISTING PAVING- USE PIERI "FACE·OFF", OR SIMILAR PRODUCT, TO ELIMINATE SLURRY STAINS ON ADJACENT SURFACES. 4 11 13 <I <I NEW ==I 11==1 11==1 11==1 I l===I .-Ill -Ill -Ill -Ill I EXPANSION JOINT: NEW TO EXISTING PAVING CONNECTION: 1 4 L.l <J -Ll ------. --~-<:r POUR "A" OUR "B" POUR "A" ==I 11==1 I l==I I l==I I l==I HIDDEN EXPANSION JOINT: ISOLATION JOINT: CONCRETE PAVING JOINT 2 3 1 MIN. LEGEND: 1. CONCRETE PAVING· SEE HARDSCAPE SHEETS FOR COLOR AND FINISH. 2. PAVING THICKNESS: PEDESTRIAN: 4" VEHICULAR: 6" 3. REINFORCING AT PAVING: PEDESTRIAN PAVING: #3 BARS AT 24" O.C. BOTH WAY, CENTER IN SLAB. VEHICULAR PAVING: #4 BARS AT 18" O.C. BOTH WAYS, CENTER IN SLAB 4. FINISH GRADE. 5. 90% COMPACTED SUBGRADE • VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. 6. 1/4" TOOLED RADIUS . NOTES: ' A. PAVING THICKNESS, BASE PREPARATION, AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERIFY AND COMPLY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. B. PROVIDE MOCK·UP PER SPECIFICATIONS. C. SEAL EXPOSED PORTIONS OF CONCRETE PAVING PER SPECIFICATIONS. SCALE: 1 ½" = 1 '-0" B CONCRETE PAVING SCALE: 1 ~" = 1 ''0" 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 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. APPROVED PLANNING DWN BY CHKD BY FIELD BY CITY OF CARLSBAD PLANNING DIVISION HARDSCAPE DETAILS SHEA INDUSTRIAL 8131 INNOVATION WAY CARLSBAD, CALIFORNIA 92009 ,cl(_-4-~t-=1t ""-~-i.;; DATE PROJECT NO. DRAWING NO. RS SOP 15-09 487-9L DRAWING DATE: 09/24/15 (0 0 ' I!) ~ --CJ') 0 ' I!) ~ --(J') 0 I I!) ~ a.. 0 (J) THERE ARE NO WELLS OR DRINKING FOUNTAINS ON THIS SITE. OUTDOOR EATING AREAS ARE NOTED ON THE PLANS AND ARE TO BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST OR RUNOFF. MAINTENANCE RESPONSIBLITY 90 DAYS FOLLOWING THE CITY INSPECTOR'S FINAL APPROVAL, All PROJECT LANDSCAPE Will BE MAINTAINED BY OWNER. IRRIGATION PIPE AND EQUIPMENT LOCATION NOTES 1. All IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE THAT ARE SHOWN IN PAVING IS FOR DRAWING CLARITY ONLY. All EQUIPMENT SHALL BE INSTALLED WITHIN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. 2. MAINLINE AND VALVE LOCATIONS SHOWN ON THIS DRAWING ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW AND APPROVAL. FINAL LOCATION AND EXACT POSITIONING OF ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF ALL IRRIGATION APPURTENANCE AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE. NOTE, PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXH!BIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. IRRIGATION VALVE CALLOUT f---~A~1~_ --CONTROLLER/ VALVE STATION NUMBER 1-..,,_1."'5~•~ --VALVE SIZE 25 GPM --G.P.M 100 L.F. --APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING OR 1800 S.F. '-. QTY. OF DRIP EMITTERS, OR QTY. OF SPRAY HEADS. TREE/MW ~LANDSCAPE AREA S.F. ~--B--~PLANT TYPE/ HYDROZONE PLANT FACTOR IRRIGATION TYPE & (IE) EFFICIENCY - SEE HYDROZONE TABLE HYDROZONE TABLE Plant Factor (Water Use) -from WUCOLS Selected based on type of plants in hydrozones: VLW = 0.1 -Very Low Water Use Plants LW = 0.1 -0.3 -low Water Use Plants MW= 0.4 -0.6 -Moderate Water Use Plants HW = 0.7 -0.9 -High Water Use Plants IE -Irrigation Efficiency S = Spray .55 M = Micro Spray .80 R = Rotor .70 B = Bubbler .75 D = Drip .80 • 0 10 20 40 60 SCALE AND NORTH "' ,_; '1->J 2' Pr{Uf-1:.::; ;r 1· UtlE / FWJ>ff '.:.: \'/f.,_.t i !NF., --;·yplf:;,u_L MATCHLINE -SEE SHEET 10 A4 1" 11 GPM 1050 LF. 1217 S.F. SHRUB MW m D A33 1" 3 GPM 320 l.F. 319 S.F. SHRUB LW D 10 GPM 950 LF. 1084 S.F. SHRUB LW D i _,,,, ·········~ i(' ,: i 1,- __ ->1,..-4,, 31 ,:,/., \' '.:/ l:7f . ~~~~~;:::~~ ~~~~~;~AY .............. i,i'!, ,; I : ...... ~ .. ::f!-__ ;_~t' '11 \-\5) I 1r GATEWAY ROAD / A31 1. 20 GPM 9 EA 2132 SJ, SHRUB LW R A30 1. 16 GPM 11 E.A. 1836 S.F. SHRUB LW R A29 1. 16 GPM 15 E.A. 2018 s.r. SHRUB LW R EXIS"f'!Nn U.\JJDS{..:i-\Pt: AHCJ\ SEE Gil'f DFZA\VIN<:; f.' >YJ~Gtl A26 1· 18 GPM 11 E.A. 2083 S.F. SHRUB LW R - fv]C,[•'FICATIOf'l /\i'-1Li :<: .. ;•-',-,,., '..:. r ... \!ST!l·i(: 1 URf ,,\ WA~ E\<ISTINC IPPV:;., .. ·;-; ·,,; '-;:-1.,· .. 1 I :;" :\1;, !I JSTCD ro Ph;UV!OE: IJ)1\,Jr·l-[T)" '.L i HL:AU ,__;u,fU{_,<\ijC, DJ 0 0 0 0 ..... ,. P.O.C. NOTE #1: POINT OF CONNECTION SHALL BE AN 1-1/2" RECYCLED WATER IRRIGATION METER WITH A 2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE ANO WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD. IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. RECYCLED WATER METER INFORMATION ADDRESS: WATER PURVEYOR. 6131 INNOVATION WAY CITY OF CARLSBAD WATER DIST. CARLSBAD, CALIFORNIA 92009 PH.# (760) 602-2748 METER SIZE 1-1/2" STATIC PRESSURE (HIGH 90 PSI.) (LOW 73 PSI.) SYSTEM DESIGN PRESSURE 66 PSI. MAXIMUM SYSTEM DEMAND 60 <;3PM LAN □SCAPE AREA SERVED 90,390 SQ. FT. MAXIMUM APPLIED WATER ALLOWANCE (MAWA) 1,843,775 GAU YR. ESTIMATED APPLIED WATER USE (EAWU) 1,804,198 GAU YR. CITY NOTE: MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEH. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEH. IRRIGATION CONSTRUCTION NOTES 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. PERIMETER IRRIGATION NOTE: ALL ADJACENT SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEMS EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEMS AS REQUIRED. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE 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. PAVING OFFSET NOTE: SPRAY HEADS ADJACENT TO PAVING SHALL BE INSTALLED A MINIMUM DISTANCE OF 24" INCHES FROM ANY NON-PERMEABLE SURFACE TO AVOID ANY OVERSPRAY. 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. 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. AS-BUILT KEYMAP NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS,_-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. ITII CITY OF CARLSBAD PLANNING DIVISION Smithe .1, ,:;ulUn9Architects 8841 RESEARCH DR SUITE 200 IRVINE• CA 92618 949.387.132:l RIDGELA.COM L.A. 2809 EXP. REVIEWED BY: INSPECTOR 02/27117 DATE 05131/19 ?·1-\:1 DATE DATE BY 0ESCRIPTION APP'□ REVISIONS AS-BUILT IRRIGATION PLAN SHEA INDUSTRIAL APPROVED PLANNING OWN BY CHKD BY FIELD BY 8131 INNOVATION WAY CARLSBJIID, CALIFORNIA 92009 )~, 4: ~\-A ;.,.,, DATE I PROJECT NO. I DRAWING NO. RS SOP 15-09 487-9L <.D 0 ' LC) ~ 0) 0 ' LC) 0 :::J 0.. 0) 0 ' LC) ~ 0.. 0 (/) I I -. -----------------------r----------------------------------------------------------------------------~-----------~-~~ THERE ARE NO WELLS OR DRINKING FOUNTAINS ON THIS SITE. OUTDOOR EATING AREAS ARE NOTED ON THE PLANS AND ARE TO BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST OR RUNOFF. MAINTENANCE RESPONSIBLITY 90 DAYS FOLLOWING THE CITY INSPECTOR'S FINAL APPROVAL, ALL PROJECT LANDSCAPE WILL BE MAINTAINED BY OWNER. IRRIGATION VALVE CALLOUT A1 --CONTROLLER/ VALVE STATION NUMBER f--c-c,----, f-c=-'1.5'""---1 --VALVE SIZE 25 GPM --G.P.M. A10 I" 8 GPM 17 EA. I 091 S.F. SHRUB/LW R Al 1 1" 6 GPM 16 E.A. 939 S.F. SHRUB;LW R 7 GPM 700 L.F. 743 S.F. SHRUB LW D A13 1. 8 GPM 14 E.A. 437 S.F. SHRUB;LW s A14 1. 11 GPM 5 E.A. 1042 S.F. SHRUB/LW R 100 l.F. --APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING OR 1800 S.F. -......_ QTY. OF DRIP EMITTERS, OR QTY. OF SPRAY HEADS. TREE/MW ~LANDSCAPE AREA S.F ~~B~~~PLANT TYPE/ HYDROZONE PLANT FACTOR IRRIGATION TYPE & (IE) EFFICIENCY - SEE HYDROZONE TABLE HYDROZONE TABLE Plant Factor (Water Use) -from WUCOLS Selected based on type of plants in hydrozones: VLW = 0.1 -Very Low Water Use Plants LW = 0.1 -0.3 -Low Water Use Plants MW= 0.4 -0.6 -Moderate Water Use Plants HW = 0.7 -0.9 -High Water Use Plants IE -Irrigation Efficiency S = Spray .55 M = Micro Spray .80 R = Rotor .70 B = Bubbler .75 D = Drip .80 . --~ .. rL IT I 1 I \ -~ ! I i '] '. '.;?. il b f · i I ----'h ------------~. MATCHLINE -SEE SHEET 9 11·· ,, II ' lTII -PROPOSED BUILDING 1 9 GPM 900 L.F. 1066 S.F. SHRUB W D A7 1.5w 26 GPM 2600 LF. 2252 S.F. SHRUB/MW D I'-'' 'I ' __ ., . k·1 ' ' (' ,i,'i GATEWAY ROAD FOR IRRIGATION LEGEND -SEE SHEET 11 FOR IRRIGATION NOTES -SEE SHEET 12 FOR IRRIGATION CALCULATIONS -SEE SHEET 13 FOR IRRIGATION DETAILS -SEE SHEETS 14 -17 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 23 -27 0 10 20 40 60 Sm ith'.jynsu lti ng Architects SCALE AND NORTH MAI\LINE AND VAL•JE L.OC/\T!ONS Al<.E !:::HOWN VVffHl!'-l Pr.\Vli'iC FOR DRAVViNC Cl./.'•.r{!TY ONL.'f. Vf.P!FY EXACT LO•:/\TIO~i IN riEUJ PRIOR Tl.l 11'4STALLf\Tf<Xl. HlH.:J{ rrJ !f{;~u_>\'ITA·l ?IPL !\HJ 1'J )! }i?i'1ll:i JI' LUCA iT'.JM [.;r)T CONTRACTOR SHALL PATCH AND REPAIR PARKWAY PLANTING AND IRRIGATION (TO MATCH ADJACENT) WHERE DAMAGED. \ \ \ i \ ' \ "AS,BUILr 02/27/17 DATE 8841 RESEARCH OR L.A. 2809 EXP. 05/31/19 SUlff200 IRVINE· (A 92618 REVIEWED BY: 949.387.1323 RIDGHA.COM td\ C..::r ~\\-a\r .;-1-11 INSPECTOR DATE I I I I I I I I 1; UJ I~ UJ 1: I I I z ....I I 0 I-<( ~ G) 0 IRRIGATION CONSTRUCTION NOTES 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. PERIMETER IRRIGATION NOTE: ALL ADJACENT SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION, NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SY~TEMS EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGAT!ON IMPROVEMENTS. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEMS AS REQUIRED. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE 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. PAVING OFFSET NOTE: SPRAY HEADS ADJACENT TO PAVING SHALL BE INSTALLED A MINIMUM DISTANCE OF 24" INCHES FROM ANY NON-PERMEABLE SURFACE TO AVOID ANY OVERSPRAY. 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. 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 BEGINN!NG DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. CITY NOTE: MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEH. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEH. IRRIGATION PIPE AND EQUIPMENT LOCATION NOTES 1. ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE THAT ARE SHOWN IN PAVING IS FOR DRAWING CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. 2. MAINLINE AND VALVE LOCATIONS SHOWN ON THIS DRAW!NG ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW AND APPROVAL. FINAL LOCATION AND EXACT POSITIONING OF ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF ALL IRRIGATION APPURTENANCE AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE. NOTE: PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIM!NG OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. AS-BUILT KEYMAP NOTTO SCALE 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 PLANNING DIVISION DATE BY DESCRIPTION APP'O REVISIONS AS-BUILT IRRIGATION PLAN SHEA INDUSTRIAL APPROVED PLANNING OWN BY CHKD BY FIELD BY 15131 INNOVATION WAY CARLSBAD. CALIFORNIA 92008 I~( Ccr-E:tl-i-·;,,.1., DATE I PRO.IECT-DRAWING NO. RS SDP 15-09 487-9L (0 0 ' 1./) (f) ~ 0) 0 ' 1./) 0 ::::i 0.. 0) 0 ' 1./) ~ 0.. 0 (f) THERE ARE NO WELLS OR DRINKING FOUNTAINS ON THIS SITE. OUTDOOR EATING AREAS ARE NOTED ON THE PLANS AND ARE TO BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST OR RUNOFF. MAINTENANCE RESPONSIBLITY 90 DAYS FOLLOWING THE CITY INSPECTOR'S FINAL APPROVAL, ALL PROJECT LANDSCAPE WILL BE MAINTAINED BY OWNER. IRRIGATION VALVE CALLOUT Al --CONTROLLER/ VALVE STATION NUMBER -~~-r--=1=.s,.,,· _ _, --VALVE SIZE 25 GPM --G.P.M. I 100 LJ. --APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING OR 1800 SJ. -....._ QTY. OF DRIP EMITTERS, OR QTY. OF SPRAY HEADS. TREE/MW ~LANDSCAPEAREAS.F. c_--=B'---'~PLANT TYPE/ HYDROZONE PLANT FACTOR IRRIGATION TYPE & (IE) EFFICIENCY -. SEE HYDROZONE TABLE HYDROZONE TABLE Plant Factor (Water Use) -from WU COLS Selected based on type of pl1;1nts in hydrozones: VLW = 0.1 -Very Low Water Use Plants LW = 0.1 -0.3 -Low Water Use Plants MW= 0.4 -0.6 -Moderate Water Use Plants HW = 0.7 -0.9 -High Water Use Plants IE -Irrigation Efficiency S = Spray .55 M = Micro Spray .80 R = Rotor .70 B = Bubbler .75 D = Drip .80 13 GPM 22 EA 735 S.F. SHRUB LW s 0 10 20 40 60 . SCALE AND NORTH / I ' / ;'_;j 851 ' ,.. 1.5' . r1:;• "" GPH 28 GPM .... .2500_ '--:·!.-, 2600 L.F. YJ70 S>·. 3070 S.F. -:::+=~mv:vi\11 SHRUB/MW D D .............. ·PROPOSED BUILDING.2 MATCHLINE -SEE.SHEET 8 B44 1" 20 GPM 53 E.A. 2849 S.F. SHRUB LW R 2'3'-6' I 9' 852 1" 5 GPM 500 L.F. 505 S.F. SHRUB/MW D I I I I 0 ,,- t-w w I (I) w w Cl) w z _J I 0 t-<( ~ 0 0 1. 2. IRRIGATION CONSTRUCTION NOTES 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. PERIMETER IRRIGATION NOTE: ALL ADJACENT SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE . . FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEMS EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEMS AS REQUIRED. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE 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. PAVING OFFSET NOTE: SPRAY HEADS ADJACENT TO PAVING SHALL BE INSTALLED A MINIMUM DISTANCE OF 24" INCHES FROM ANY NON-PERMEABLE SURFACE TO AVOID ANY OVERSPRAY. 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. 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. CITY NOTE: MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEH. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEH . IRRIGATION PIPE AND EQUIPMENT LOCATION NOTES ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE THAT ARE SHOW_N IN PAVING IS FOR DRAWING CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. MAINLINE AND VALVE LOCATIONS SHOWN ON THIS DRAWING ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW AND APPROVAL. FINAL LOCATION AND EXACT POSITIONING OF ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF ALL IRRIGATION APPURTENANCE AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE. NOTE: PRIOR TO THE SJ ART OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. NOTE: OUTDOOR EATING AREAS (LOCATED AT THE NORTHWEST AND SOUTHEAST CORNERS OF SITE) SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST, OR RUNOFF. ALL IRRIGATION LAYOUT HAS BEEN DESIGNED TO MINIMIZE OVERSPRAY ONTO ALL HARDSCAPE AND EATING AREAS, TYPICAL. CONTRACTOR SHALL VERIFY ALL SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. THERE ARE NO OUTDOOR DRINKING FOUNTAINS ON THIS SITE. AS-BUILT FOR IRRIGATION LEGEND -SEE SHEET 11 FOR IRRIGATION NOTES -SEE SHEET 12 KEYMAP NOTTO SCALE FOR IRRIGATION CALCULATIONS -SEE SHEET 13 FOR IRRIGATION DETAILS -SEE SHEETS 14 -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 HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIVISION Smith'>Jr1suiti1 !'JArchitects 8841 RESEARCH DR IUJIE 200 IRVINE· CA 92618 949.387.l32J RIDGE LA.COM L.A. 2809 REVIEWED BY: ~A( INSPECTOR ' EXP. c:r E:1\~\\-- 02/27/17 DATE 05/31/19 «;-1-\"1 DATE I DATE BY DESCRIPTION APP'D REVISIONS AS-BUil T IRRIGATION PLAN SHEA INDUSTRIAL I APPROVED PLANNING OWN BY CHKO BY FIELD BY 8131 INNOVATION WAY CARLSBAD, CALIFORNIA 92009 tc:J.! Gr:8\-e1t" °s•"l•l"t DATE I PRO.IECTNO. DRAWINQ NO. RS SDP 15-09 487-9L co 0 ' L!) '"'" .._ Ol 0 ' L!) '"'" 0 :J Cl.. .._ Ol 0 ' L!) '"'" a.. 0 Cf) THERE ARE NO WELLS OR DRINKING FOUNTAINS ON THIS SITE. OUTDOOR EATING AREAS ARE NOTED ON THE PLANS AND ARE TO BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST OR RUNOFF. MAINTENANCE RESPONSIBLITY I 90 DAYS FOLLOWING THE CITY INSPECTOR'S Fl 1 NAL APPROVAL, ALL PROJECT LANDSCAPE WILL BE MAINTAINED BY OWNER. ' IRRIGATION PIPE AND EQUIPMENT LOCATION NOTES 1. ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE THAT ARE SHOWN IN PAVING IS FOR DRAWING CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. 2. MAINLINE AND VALVE LOCATIONS SHOWN ON THIS DRAWING ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW AND APPROVAL. FINAL LOCATION AND EXACT POSITIONING OF ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF ALL IRRIGATION APPURTENANCE AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE. NOTE: PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. IRRIGATION VALVE CALLOUT Al --CONTROLLER/ VALVE STATION NUMBER e---~~-i 1.5" --VALVE SIZE r-='-"S=,-i 25 GPM --G.P.M. 100 L.F. --APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING OR 1800 S.F. '-. QTY. OF DRIP EMITTERS, OR QTY. OF SPRAY HEADS. TREE/MW "-. "-LANDSCAPE AREA S.F. ~~6-~~PLANT TYPE/ HYDROZONE PLANT FACTOR IRRIGATION TYPE & (IE) EFFICIENCY - SEE HYDROZONE TABLE HYDROZONE TABLE Plant Factor (Water Use) -from WUCOLS Selected based on type of plants in hydrozones: VLW :: 0.1 -Very Low Water Use Plants LW O 0.1 -0.3 -Low Water Use Plants MW:: 0.4 -0.6 -Moderate Water Use Plants HW O 0.7 -0.9 -High Water Use Plants IE -Irrigation Efficiency S = Spray .55 M == Micro Spray .80 R O Rotor .70 B O Bubbler .75 D c Drip .80 0 10 20 40 60 SCALE AND NORTH Sm ith;.;or ::1.1 lti, ,0Architects 8B41 RESlARCH DR sum 200 IRVINE· CA 92618 949.381.1323 RIDGHA.(OM L.A. ' ' ~'%·,r-····· ii Ii ii REVIEWED BY: INSPECTOR DJ P.O.C. I METER NOTES P.O.C. NOTE #1: POINT OF CONNECTION SHALL BE AN 1-1/2" RECYCLED WATER IRRIGATION METER WITH A 2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. ' RECYCLED WATER METER INFORMATION ADDRESS: WATER PURVEYOR: 6131 INNOVATION WAY CITY OF CARLSBAD WATER DIST. CARLSBAD, CALIFORNIA 92009 PH.# (760) 602-2748 ·········· e,:ifffli" ~; :1_NU__'..'\f--_;..,.;[: A,,,.';!\ 3EE CffY CJ-i--</,Wli'{U .>VJ1J~U1-l METER SIZE 1-112" STATIC PRESSURE (HIGH 90 PSI.) (LOW 73 PSI.) SYSTEM DESIGN PRESSURE 66 PSI. -r'lf)Pt:'.HTY Ul\E! l1\Gi i ( ,r:_,;w~''l'l:' _:"UN~:, !''(;.,V)AL MAXIMUM SYSTEM DEMAND 60 GPM B42 1.5' 18 GPM 1300 L.F. 1231 S.F. SHRUB/MW D PROPOSED RECYCLED WATER METER LOCATION !HF:'.1;,:,\TIC> J '.'\i;:.-,_ n:.r :, t;J: .. :Tc;-z ~;HOWi'4 1NITI 111 ! PAV!?-!rl 1~0R i...1{:)_/\\/VB\1J CLAF.iT'( C+!LY. f,~.:FCR 1 :.! r.;iV:1. ;;; ;Sif'lC.'.-::fr:;-; !·'l../\N3 F(.)P. :a'.'. J:_;fa.·~ ::,-:,-! ;'--'.U.";_ 1:.::UL!i:-:.'!''il[i•-i r /,i'-]0 \•1A\NU1\i..::; ·:-i·li\Li :_'-E Uf;,c,,TLG OUl~.::-IDE u:·: STf<Ccr F<IG'. I (j)f-\f,J;\ '(' VLnw·: :.::/A"-;; L0Cr',: JA'i li,l i ·:LLU FR.lClP. ! iJ !i\'.i L\LLF,TION. 31.50' LT 0 0 LANDSCAPE AREA SERVED 90,390 SQ. FT. MAXIMUM APPLIED WATER ALLOWANCE (MAWA) 1,843,775 GAL./ YR. ESTIMATED APPLIED WATER USE (EAWUJ 1,804,198 GAL./ YR. CITY NOTE: MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEH. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEH. IRRIGATION CONSTRUCTION NOTES 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. PERIMETER IRRIGATION NOTE: BUILDING POTABLE WATER METER AND R/P BACKFLOW DEVICE 0 ALL ADJACENT SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEMS EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEMS AS REQUIRED. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE 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. - PAVING OFFSET NOTE: SPRAY HEADS ADJACENT TO PAVING SHALL BE INSTALLED A MINIMUM DISTANCE OF 24" INCHES FROM ANY NON-PERMEABLE SURFACE TO AVOID ANY OVERSPRAY. 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. 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. AS-BUILT ~~·, ' E It FOR IRRIGATION LEGEND -SEE SHEET 11 FOR IRRIGATION NOTES -SEE SHEET 12 KEYMAP NOTTO SCALE FOR IRRIGATION CALCULATIONS -SEE SHEET 13 FOR IRRIGATION DETAILS -SEE SHEETS 14 -17 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 23 -27 02/27/17 DATE 05/31/19 ~-1-11 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 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DIVISION AS-BUILT IRRIGATION PLAN SHEA INDUSTRIAL APPROVED PLANNING OWN BY CHKO BY FIELD BY 0131 INNOVATION WAY CARLSBAD, CALIFORNIA 92009 le?JI (v~\~½ :;,1-1--i DATE PROJECT NO. 11 DflAWINO NO. RS SDP 15-09 487-9L (0 0 I LO -,- 0) 0 I LO -,- 0 :::, CL --0) 0 I LO -,- CL 0 (f) SYMBOL NO SYMBOL IRRIGATION MATERIAL LEGEND (CONTINUED) MANUFACT. MODEL NO . ./ DESCRIPTION GPM PSI RADIUS JOHN DEERE RMD1, SINGLE STATION, 2-WIRE, VALVE DECODER. (1) DECODER REQUIRED PER REMOTE CONTROL VALVE. CONTRACTOR MAY LANDSCAPES COMBINE UP TO FOUR (4) VALVES IN A MANIFOLD AND USE, "RMD2",TWO-STATION DECODER, OR "RMD4", FOUR-STATION DECODER. GREEN TECH DIV. STAKE ALL VALVE MANIFOLD LOCATIONS IN FIELD TO VERIFY QUANTITY, LOCATION, AND TYPE OF DECOD_ERS REQUIRED. INSTALL RAIN MASTER PER MANUFACTURE RECOMMENDATIONS_ DECODERS ARE SUPPLIED AS PART OF J.D.L. CONTROLLER ASSEMBLY. RMCAB14, 2 CONDUCTOR, #14/2 AWG., 14 GAUGE 2-WIRE CABLE (RED/BLACK) POLYETHLENE COATED, DOUBLE JACKETED (BLUE) WIRE. INSTALL ALL CABLE WITHIN 1-1/4" ELECTRICAL CONDUIT. CONNECT TO CONTROLLER PER MANUFACTURER'S SPECIFICATIONS. NO SYMBOL PAIGE GROUNDING EQUIPMENT: EVERY 300-400 FEET WITH ONE 5/8-INCH X 8-FOOT COPPER GROUNDING ROD PER IRRIGATION ELECTRIC CONTROLLER AND DECODER. #6 AWG SOLID COPPER WIRE FROM THE COPPER ROD TO THE FIELD COMMON (WHITE WIRES IN THE BLACK HARNESS} OF THE CONTROLLER/ DECODER. RAIN MASTER NO SYMBOL PAIGE ELECTRIC NO SYMBOL 3M NO SYMBOL N/A N/A AS APPROVED AS APPROVED NO SYMBOL T. CHRISTY AS APPROVED [··-··-··-··-··-··-··] --··-··-··--·-·· -··-··-··-··-··-·•-··-··-··-··-··-·· RAIN BIRD RAIN BIRD NETAFIM RAIN BIRD m RAIN BIRD RAIN BIRD @ BERMAD @ EZ-FLO SYSTEMS Is; AS APPROVED III AS APPROVED @ FEBCO NO SYMBOL K.B.I. NO SYMBOL K.B.I. NO SYMBOL AS APPROVED NO SYMBOL T. CHRISTY'S NO SYMBOL AS APPROVED iNIIMII AS APPROVED liiii;:J AS APPROVED AS APPROVED ---w ---AS APPROVED @e AS APPROVED -G---AS APPROVED -----AS APPROVED RMLA, 2-WIRE SYSTEM SURGE PROTECTION WITH GROUNDING ROD. INSTALL LIGHTNING ARRESTOR PROTECTION WITH GROUNDING ROD AND CONNECT VIA GROUND WIRE TO A STATION DECODER AT MAXIMUM 400 FEET APART ALONG ENTIRE LENGTH OF 2-WIRE CABLE RUN, AT THE ENDS OF THE 2-WIRE CABLE RUN AND AT THE END OF ANY CABLE RUN OFF-SHOOT LEG LONGER THAN 50' FROM MAIN 2-WIRE CABLE RUN. SEE PLAN FOR APPROXIMATE LOCATIONS. AT MINIMUM, PURCHASE AND INSTALL ADEQUATE NUMBER OF LIGHTNING ARRESTORS ASSEMBLIES AS REQUIRED TO PROTECT SYSTEM PER MANUFACTURER'S SPECIFICATIONS. DECODER CABLE FUSE DEVICE, MODEL DCFD. CONTRACTOR SHALL INSTALL THE PAIGE ELECTRIC 'DECODER CABLE FUSE DEVICE' WHEREVER BRANCHING OCCURS AND A SPLICE IS REQUIRED IN THE 2-WIRE CABLE RUN. CONTACT VINCE NOLLETTI, PAIGE ELECTRIC, FRESNO, CA (559) 431-2574 FOR ADDITIONAL INSTALLATION INFORMATION SCOTCHCAST, CONNECTOR SEALING PACK, MODEL 3570G-N, "EPOXY RESIN" WIRE SPLICE CONNECTORS FOR ALL 2-WIRE DECODER/RCV CONNECTIONS AND SPLICES. THE 3570G-N SEALING PACK WILL ACCOMMODATE ONE 3M•M PERFORMANCE PLUS WIRE CONNECTOR O/B +, R/Y+, T/R+,T/Y+ OR ONE 3M'" ELECTRICAL SPRING AND GROUNDING CONNECTOR 312 OR 512. INSTALL PER MANUFACTURE RECOMMENDATIONS. CONTRACTOR SHALL COORDINATE ALL CONDUITS, SLEEVES, AND CABLE ROUTING WITH GEN_ERAL CONTRACTOR AND ANY AFFECTED ON-SITE TRADES AS REQUIRED THROUGHOUT PROJECT. 120 VOLT ELECTRICAL POWER PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD. THE COORDINATION OF POWER AND CONNECTION OF CONTROLLER SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. NON-PRESSURE LATERAL LINE (3/4" -2") SCH. 40 PURPLE "RECYCLED WATER" PVC PIPE WITH WORDS "RECYCLED WATER-DO NOT DRINK" INSTALLED 12" BELOW GRADE. PRESSURE MAINLINE (1-1/2" SCH. 40) (2" -2-1/2" CLASS 315) PURPLE "RECYCLED WATER" PVC PIPE WITH WORDS "RECYCLED WATER-DO NOT DRINK" INSTALLED 18"-24" BELOW GRADE, SEE DETAIL FOR DEPTH. INSTALL WITH 3" WIDE "RECYCLED WATER" METALLIC DETECTABLE WARNING TAPES. TA-DT-3-PRW, 3" WIDE DETECTABLE PURPLE "RECYCLED WATER" METALLIC BACKED UNDERGROUND WARNING TAPE. INSTALL WARNING TAPE CONTINUOUSLY ALONG MAINLINE ROUTING, ONE (1) LOCATED IMMEDIATELY ON TOP OF MAINLINE ATTACHED EVERY 5' AND ONE (1) LOCATED 12" ABOVE MAINLINE. (PURPLE) "RECYCLED WATER" PVC PIPE AS SLEEVING, (SCH. 40 UNDER PAVING NON-ROADS) (SCH. 80 UNDER ROADS) WITH WORDS "RECYCLED WATER-DO NOT DRINK". PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. REFER TO DETAILS FOR DEPTH . SLEEVING LOCATIONS SHALL BE MARKED AT EACH END AT THE TIME OF INSTALLATION WITH A PAINTED SPOT ON THE BACK FACE OF THE CURB OR OTHER MARKING_ EXACT SLEEVE LOCATIONS SHALL BE MARKED ON RECORD DRAWINGS WITH DIMENSIONING FOR IRRIGATION AS-BUILT PLANS PRIOR TO BACKFILL. XFS-P-06-12, XFS SUB-SURFACE RECYCLED WATER DRIPLINE WITH "COPPER SHIELD TECHNOLOGY" 0.61 GPH PRESSURE COMPENSATING INLINE EMITTERS 12" ON CENTER. INSTALL DRIP TUBING ROWS A MAXIMUM OF 14" SPACING. DRIP TUBING SHALL BE INSTALLED 4"-6" BELOW FINISHED SOIL GRADE WITH 9" WIRE STAKES FIVE (5) FEET ON CENTER: VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK. ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "RAIN BIRD XF SERIES" 17mm DRIPLINE INSERT FITTINGS. USE XFD-MA-075, 3/4" BARB MALE ADAPTER INSERT FITTING FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING. 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. ARV-050, AIR/VACUUM RELIEF VALVE. INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX. INSTALL VALVE BOX MINIMUM 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. OPERIND, XERI-POP MICRO-SPRAY 6" POP-UP DRIP SYSTEM OPERATIONAL INDICATOR. INSTALL (1) DRIP INDICATOR PER DRIP ZONE. PLACE 18" FROM PAVING. INSTALL PER MANUFACTURER'S SPECIFICATIONS. SXB-360-1032 SERIES, FULL-CIRCLE, XERI-BUBBLER WITH 10-32 THREAD. EACH SYMBOL REPRESENTS (2) XERI-BUBBLERS PER TREE LOCATED WITHIN IN-LINE DRIP TUBING AREAS. TRIM POLYFLEX RISER 4" ABOVE FINISHED GRADE. 13 GPH (26 GPH) 20 02-ARK-I, 2" AR SERIES, METAL COMBINATION AIR AND VACUUM RELEASE VALVE_ INSTALL AT HIGH POINT OF MAINLINE. EZ-001-CX, 1.5 GALLON FERTILIZING SYSTEM. INSTALL WITHIN A PLASTIC RECTANGULAR VALVE BOX. RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER PER THE CARLSBAD MUNICIPAL WATER DISTRICT AND SAN DIEGO (DEH} WATER RECYCLING REQUIREMENTS. BYPASS TEE FOR BUILDING RECYCLED WATER CROSS CONNECTION TEST STATION. 12" 825YA, 1-1/2" RIP BACKFLOW PREVENTION DEVICE_ R/P ASSEMBLY SHALL BE INSTALLED WITHIN A V.I.T. STRONG BOX SBBC-30CR, POWDER COATED, SMOOTH TOUCH, BACKFLOW DEVICE ENCLOSURE INSTALLED ON A POURED IN PLACE CONCRETE PAD. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS. KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE SPRINKLERS. CONTROLLER SHALL HAVE RECYCLED WATER PLACARD INSTALLED AS REQUIRED. (PURPLE) "RECYCLED WATER" VALVE 1.D. TAG INSTALL WITHIN EACH VALVE BOX TYP. ALL VALVE BOXES SHALL BE (PURPLE) "RECYCLED WATER" AND MARKED AS REQUIRED. FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS FIRE SERVICE DOUBLE DETECTOR CHECK, PER CIVIL ENGINEER'S SHEETS. FIRE LINE, PER CIVIL ENGINEER'S SHEETS. POTABLE WATERLINE, PER CIVIL ENGINEER'S SHEETS. BUILDING POTABLE WATER METER AND R/P BACKFLOW DEVICE PER CIVIL ENGINEER'S SHEETS. CONNECTION OF NEW LATERAL LINE TO EXISTING LATERAL LINE, VERIFY SIZE, LOCATION AND CONNECTION POINTS IN FIELD. (EXISTING} PVC PIPE AS LATERAL LINES, PROTECT IN PLACE, REPAIR ANY DAMAGE DUE TO CONSTRUCTION. NOTE: ALL EQUIPMENT SHALL COMPLY WITH CARLSBAD MUNICIPAL WATER DISTRICT RECYCLED WATER REQUIREMENTS FOR RECYCLED WATER. SmithConsulting Architects DETAIL O,P,Q O,P,Q, T, U R s N/A T N/A N/A V V,X V,W,X W,X Y,Z,AA, BB cc DD EE FF GG, HH II JJ KK LL MM NIA NIA N/A N/A N/A N/A N/A N/A N/A N/A NIA NIA -----------~------------- SYMBOL IQ I VAN I H I F G 0 e El) I&,. Is>-9 w G G e 6l C, ~ e • t> /!II,, 'ti' ... ~ ~ e • ~ ~ ~ • (ii 1"l I!!!] [1] ~ 121 [§] lLl llll ll2l llID [j] Im [U] 1H] G) @ Q) @ @ ® (Z) @ ® @) (jJ) @ ® ® @ G) <2l @ @ @ ® (J) @ ® @) ® @ @ ® <ID @ ® TS @ ® 1111-4 /Ii, ® @] BB{! P.f$EAR(~ DR L.A. rnmiao IRVINE_ ·(A92i_l! REVIEWED BY: !49.317.1111 RIDGHA.rnM INSPECTOR I MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER P.O.C_ YARDNEY AS APPROVED GRISWOLD JOHN DEERE LANDSCAPES NIBCO RAIN BIRD RAIN BIRD SIGNATURE JOHN DEERE LANDSCAPES GREEN TECH DIV JOHN DEERE LANDSCAPES GREEN TECH DIV. IRRIGATION MATERIAL LEGEND I MODEL NO. I DESCRIPTION I GPM I PSI I RADIUS I DETAIL RD-06-S-P30-F-NP, 6" POP-UP HEAD W/ RAIN BIRD 8 SERIES MPR NOZZLES .26, 1.55, .52, 1.05 30 8 FT A RD-06-S-P30-F-NP, 6" POP-UP HEAD W/ RAIN BIRD 10 SERIES MPR NOZZLES .41, 2.10, .82, 1.64 30 10 FT A RD-06-S-P30-F-NP, 6" POP-UP HEAD WI RAIN BIRD 12 SERIES MPR NOZZLES .65, 1.95, 1.30, 2.60 30 12 FT A 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 A RD-12-S-P30-F-NP, 12" POP-UP HEAD W/ RAIN BIRD 10 SERIES MPR NOZZLES .41, 2.10, .82, 1.64 30 10 FT A 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 A 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 A RD-12-S-P30-F-NP, 12" POP-UP HEAD WI RAIN BIRD 15 STRIP SERIES .40, .90, .90 30 4X15 FT A LCS-PCS-030(SIL) / RCS-PCS-030(SIL) / SST-PCS-060(BLK) / CST-PCS-060(BLK). 4X30 FT NOTE: ALL SPRAY HEADS THAT REQUIRE ARC ADJUSTMENT FOR OVERSPRAY SHALL BE INSTALLED WITH RAIN BIRD (HE-VAN} HIGH-EFFICIENCY VARIABLE ARC SPRAY NOZZLES. RD-12-S-P45-F-NP, 12" POP-UP HEAD W/ HUNTER ROTATOR SERIES MP CORNER .17 35 8-12 FT A RD-12-S-P45-F-NP, 12" POP-UP HEAD W/ HUNTER ROTATOR SERIES MP1000 .18.35.65 35 8-12 FT A RD-12-S-P45-F-NP, 12" POP-UP HEAD W/ HUNTER ROTATOR SERIES MP2000 .33 .63 1.27 35 13-17 FT A RD-12-S-P45-F-NP, 12" POP-UP HEAD WI HUNTER ROTATOR SERIES MP3000 .74 1.84 3.15 35 19-27 FT A RD-12-S-P45-F-NP, 12" POP-UP HEAD W/ HUNTER MP ROTATOR SERIES .19 .19 .38 30 4X14 FT A MPLCS515/MPRCS515/MPSS530 4X28 FT PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB ROTOR HEAD .43, .90, 1.7 35 16 FT A WI NOZZLES Q--50SR/H-1 _0SR/F-2.0SR PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB ROTOR HEAD _68, 1_3, 2_7 35 20 FT A W/ NOZZLES Q-_75SR/H-1.5SR/F-3.0SR PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB ROTOR HEAD 1.4, 2_1, 3-5 35 25 FT A WI NOZZLES 0-1.5 I H-2.5 / F-5.0 PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB ROTOR HEAD 1.7, 2.7, 5.6 35 30 FT A W/ NOZZLES Q-2.0 I H-3_0 / F-6.0 PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB ROTOR HEAD 2.1, 3.5, 7_0 35 35 FT A W/ NOZZLES Q-2.5 / H-4.0 / F-8.0 PGP-00-CV-R, ULTRA SERIES, SHRUB ROTOR HEAD ON RISER .43, .90, 1_7 35 16 FT B W/ NOZZLES Q-.50SR/H-1 _0SR/F-2.0SR PGP-00-CV-R, ULTRA SERIES, SHRUB ROTOR HEAD ON RISER .68, 1.3, 2.7 35 20 FT B W/ NOZZLES Q-.75SR/H-1 _5SR/F-3.0SR PGP-00-CV-R, ULTRA SERIES, SHRUB ROTOR HEAD ON RISER 1.4, 2.1, 3-5 35 25 FT B W/ NOZZLES Q-1.5 I H-2.5 / F-5.0 PGP-00-CV-R, ULTRA SERIES, SHRUB ROTOR HEAD ON RISER 1.7, 2.7, 5.6 35 30 FT B W/ NOZZLES Q-2.0 I H-3.0 / F-6.0 PGP-00-CV-R, ULTRA SERIES, SHRUB ROTOR HEAD ON RISER 2.1, 3.5, 7.0 35 35 FT B W/ NOZZLES Q-2.5 I H-4.0 I F-8_0 NOTE: ALL SPRINKLER HEAD BODIES SHALL HAVE FACTORY INSTALLED RECLAIMED WATER IDENTIFICATION CAP. NEW 1-1/2" RECYCLED WATER IRRIGATION METER WITH 2" SERVICE LINE, C VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD. SB 2-P, 2" (PURPLE) BASKET STRAINER WITH FLANGED CONNECTIONS AND 80 MESH FILTER ELEMENT. D STRAINER ASSEMBLY SHALL BE INSTALLED WITHIN A V.1.T. STRONG BOX SBBC-30CR SMOOTH TOUCH ENCLOSURE INSTALLED ON A POURED IN PLACE CONCRETE PAD. RECYCLED WATER CROSS CONNECTION TEST STATION. E 2250J-E-R, SERIES 1-114" NORMALLY CLOSED, PRESSURE REDUCING, EPOXY COATED, RECYCLED WATER, F MASTER CONTROL VALVE. INSTALL WITH 2-WIRE "MV" DECODER. FSF-150B, 1-1/2" BRASS FLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER. G USE #14 AWG, 2-CONDUCTOR JACKETED WIRE INSTALLED WITHIN 1-1/4' PVC CONDUIT FROM THE FLOW SENSOR TO THE CONTROLLER. FLOW SENSOR IS SUPPLIED AS PART OF JOHN DEERE ASSEMBLY. T-580-70, BRONZE BALL VALVE, LINE SIZE PER MAINLINE. H PESB-R-PRS-D (1" OR 1-1/2") SERIES PLASTIC, RECYCLED WATER, PRESSURE REGULATING, REMOTE I, L CONTROL VALVE WITH PURPLE HANDLE, SIZE AS SHOWN. INSTALL WITH 2-WIRE DECODER. XCZ, (3/4", 1" OR 1-112"} SERIES DRIP VALVE ASSEMBLY WITH PURPLE HANDLE, SIZE AS SHOWN. J, L ASS EMBLY INCLUDES RAIN BIRD PESB-R "RCV" WITH PRESSURE REGULATING FIL TER(S). INSTALL XCZ-075-PRF, 3/4" LOW-FLOW VALVE ASSEMBLY FOR DEMANDS (1 -5) GPM. INSTALL xcz,PRB-100-COM, 1" VALVE ASSEMBLY FOR DEMANDS (6 -16) GPM. INSTALL XCZ-PRB-150-COM, 1-1/2" VALVE ASSEMBLY FOR DEMANDS (17 -35) GPM. INSTALL WITH 2-WIRE DECODER. 7645, 1" NON-POTABLE, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER, APPROVED FOR RECYCLED WATER. K, L SA6-RM2-TW / PMR I RSE I FSF-150B / MVPE / RDM1-XX / RM LA-XX I EAL/ 5YR. M,N (SA6=U.L. APPROVED, V.IT STRONG.BOX, STAINLESS STEEL, TOP ENTRY, PEDESTAL ENCLOSURE, RM2-TW = RAIN MASTER EAGLE PLUS-I TWO-WIRE, 200 STATION, "ET" SMART, CONTROLLER ASSEMBLY, PMR = REMOTE TRANSMITTER AND RADIO RECEIVER, RSP= RAIN SENSOR POLE MOUNTED ASSEMBLY, FSF150B = 1-1/2" BRASS FLOW SENSOR, MVPE = MASTER VALVE POWER SWITCH EXTERNAL ASSEMBLY, RDM1-XX = 2°WIRE DECODERS -QUANTITY PER PLAN,RMLA-XX = LIGHTNING ARRESTORS, EAL= EXTERNAL ALARM LIGHT ASSEMBLY, 5YR= I-CENTRAL COMMUNICATION FIVE YEAR SERVICE PLAN). FOR ANY FURTHER INFORMATION CONTACT JOHN ROSS WITH JOHN DEERE LANDSCAPES GREEN TECH DIVISION, LAGUNA HILLS, CA_ 800-427-0779 THE INSTALLATION OF CONTROLLER ASSEMBLY MUST BE APPROVED AND CERTIFIED .BY JOHN DEER GREEN TECH DIVISION. PROVIDE COPIES OF CERTIFICATION TO THE OWNER'S AUTHORIZED REPRESENTATIVE AND LANDSCAPE ARCHITECT. RAIN SENSOR, SENSOR SHALL BE INSTALLED WITHIN AV.IT STRONG BOX (RGVRSS-P), STAINLESS STEEL POLE MOUNT RAIN M SWITCH ENCLOSURE. MOUNT SENSOR ON 2" GALVANIZED PIPE CLEAR OF ANY OBSTRUCTIONS AND WIRE TO CONTROLLER. VERIFY EXACT LOCATION IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. INSTALL PER MANUFACTURES RECOMMENDATIONS. RAIN SENSOR IS SUPPLIED AS PART OF JOHN DEERE ASSEMBLY. 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. m1 CITY OF CARLSBAD 1m PLANNING DIVISION IRRIGATION LEGEND DATE SHEA INDUSTRIAL 8131 DfllfOVATION WAY EXP. CM , CALIFORNIA 92009 I APPROVED ~1 ~t81A {,e;, -'Ze> . Ii:;' PLANNING DATE DATE BY DATE DESCRIPTION REVISIONS APP'D OWN BY I PRC.ECT NO. DRAWING NO. CHKD BY RS FIELD BY SOP 15-09 487-9L DRAWING DATE: 09/24/15 co 0 ' I!) .,... --0) 0 ' I!) .,... 0 => CL 0) 0 ' I!) .,... CL 0 Cf') 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.O.C.) AT THE IRRIGATION WATER METER. 11. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 12. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS (INCLUDING EXISTING AND/OR NEW PLANT MATERIAL), GRADE DIFFERENCES OR DIFFERENCES IN THE AREA'S DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 13. THE WORK SHOWN ON THESE PLANS IS DIAGRAMMATIC; ALL ITEMS, I.E. CONTROLLERS, VALVES, MAINLINES, SLEEVES, WIRES, IRRIGATION HEADS, ETC. ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. DO NOT SCALE DIMENSIONS. DETAIL DRAWINGS MAY CLARIFY LOCATIONS OF SOME ITEMS. THE CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN CONFLICT WITH UNDERGROUND UTILITIES, STRUCTURES, OTHER IMPROVEMENTS, OR VEHICULAR OR PEDESTRIAN SAFETY CONSIDERATIONS. 14. CONTROLLER LOCATIONS ARE APPROXIMATE. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND THE BACKFLOW DEVICE SHALL BE APPROVED BY THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 15. ALL CONSTANT PRESSURE LINES SHALL BE TESTED FOR 3 HOURS UNDER A HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH AND BE PROVEN WATERTIGHT .. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR HYDROSTATIC TESTS. HYDROSTATIC TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE LANDSCAPE ARCHITECT OR, IF APPROVED BY LANDSCAPE ARCHITECT, CONTRACTOR MAY E-MAIL DIGITAL PHOTOGRAPHS OF THE PRESSURE GAUGE TO THE LANDSCAPE ARCHITECT AT BEGINNING AND END OF TEST PERIOD. 16. 120-VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED PER THE ELECTRICAL ENGINEER'S PLANS AND SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH.THE GENERAL CONTRACTOR AND TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. 17. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 18. BACKFLOW DEVICE SHALL BE INSTALLED IN GROUND COVER AREA WHEREVER POSSIBLE. FINAL LOCATION SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND MAY VARY FROM THAT INDICATED ON THE DRAWINGS. 19. QUICK COUPLER VALVES, CONTROL VALVES, AND SHUT-OFF VALVES SHALL BE INSTALLED IN GROUND COVER AREAS WHEREVER POSSIBLE. 20. PIPING AND WIRE CONDUIT PENETRATIONS THROUGH WALLS AND INSTALLATION EQUIPMENT UNDER PAVING SHALL BE INSTALLED IN SCH 40 PVC SLEEVES, AS CALLED OUT ON PLANS, OR AS PER LOCAL CODES AND MUST BE COORDINATED WITH THE GENERAL CONTRACTOR AND CONTRACTORS OF ALL VARIOUS TRADES THAT MAY BE INVOLVED TO ELIMINATE PROBLEMS THAT MAY ARISE FROM INACCESSIBILITY OR DAMAGE TO ANOTHER TRADE'S WORK. PIPING AND V)IIRE 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 I 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 A.LL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS TO THE EXTENT POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND ADJUSTING THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING FLOW FOR EACH SYSTEM. 25. WHEN RADIUS OF SPRINKLER HEADS AS REQUIRED FOR PROPER COVERAGE IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A PRESSURE COMPENSATING SCREEN (PCS) FOR LOW FLOW AND RADIUS CONTROL. 26. USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN SPRAYS OVER ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS. ADJUSTABLE ARC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED. 27. NO OVERSPRAY OR LOW HEAD DRAINAGE SHALL BE ALLOWED. 28. WHEN VERTICAL OBSTRUCTIONS (LIGHT POLES, FIRE HYDRANTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 29. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE IMMEDIATELY UPON REJECTION. 30. ALL ELECTRICAL CONTROL WIRE SHALL BE DIRECT BURIAL•#14 U.F. APPROVED IN AN 18" DEEP TRENCH INSTALLED UNDER THE MAINLINE PIPE. WIRE CONNECTORS SHALL BE PENTITE OR ORI-SPLICE ONLY. COLORS FOR CONTROL WIRE SHALL BE AS FOLLOWS: A. COMMON WIRE -WHITE (FOR MULTIPLE CONTROLLERS USE DIFFERENTSTRIPE COLOR PER CONTROLLER) B. HOT WIRE -BLACK C. EXTRA COMMON WIRES -WHITE WITH ORANGE STRIPE -MINIMUM 3 EACH DIRECTION AND ONE TO EACH LEG OF MAINLINE FROM POC PER CONTROLLER (DIFFERENT STRIPE COLOR PER CONTROLLER) D. EXTRA HOT WIRES, MINIMUM (1) EXTRA HOT WIRE FOR EVERY (5) WIRES PLUS (3) EXTRA HOT WIRES RUN TO EACH END OF MAINLINE BACK TO THE CONTROLLER -LABEL ALL SPARE WIRES AT BOTH ENDS "SPARE". E. MASTER VALVE -BLUE WI WHITE STRIPE/ WHITE W/ BLUE STRIPE. F. FLOW SENSOR -RED W/ WHITE STRIPE/ RED W/ 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 SPRINKLE.R 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. I 34. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMYM .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 PRESSU.RE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. 35. AFTER INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT TO DETERMINE IF THE IRRIGATION COVERAGE FOR PLANTING AREAS IS ADEQUATE AND COMPLETE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR BECAUSE DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS WERE NOT BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. Irrigation General Notes 1. IRRIGATION PLANS ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE ARE TO BE INSTALLED IN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. THE IRRIGATION CONTRACTOR SHALL ENSURE NO OVERSPRAY ONTO HARDSCAPE, STREETS, WALLS OR ANY OTHER HARDSCAPE I STRUCTURE. 2. MAINLINE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. 3. 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/OVERSPRAY 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. IRRIGATION SYSTEM LAYOUT HAS BEEN DESIGNED TO ACCOMMODATE SHRUB HEDGES AND TO MINIMIZE SPRAY PATTERN DISTORTION OR BLOCKAGE FROM HEDGE ROWS. CONTRACTOR SHALL INSTALL SPRINKLERS IN FRONT OF HEDGE ROWS TO AVOID ANY DISTORTION OR BLOCKAGE FROM HEDGE ROWS AND ALSO TO PROVIDE ADEQUATE COVERAGE TO ALL PLANTER AREAS INCLUDING THE HEDGE ROWS. ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 13. 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. 14. 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 provid9 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 wm 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 f8ct 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. SmithConsultin9 Architects 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 IR.RIGATION 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 OWN~R'S REPRESENTATIVE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO COMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 2. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO COMMENCING WORK. ALL EXISTING IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FIELD AT START OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFLOW DEVICES, CONTROLLERS, METERS, SERVICE LINES, ETC. SHALL BE VERIFIED IN FIELD. ALL EXISTING IRRIGATION EQUIPMENT SHALL BE CLEARLY INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN ACCURATE BASE DRAWING AND SUBMITTED AS A SHOP DRAWING. SAID SHOP DRAWING SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. NO WORK SHALL PROCEED WITHOUT APPROVAL OF SAID SHOP DRAWINGS. 3. ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT SHALL BE AS APPROVED BY, LANDSCAPE ARCHITECT, AND OWNER'S AUTHORiZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT SHALL BE INSTALLED WITHOUT APPROVAL OF LAYOUT. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT AND RELATED EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.C.V. CONTROL WIRES, ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC. ALL LAYOUT AND LOCATIONS SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 7. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEM AS REQUIRED. SYSTEM SHALL PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 8. CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SEWER PLAN FOR UNDERLYING WATERLINES, EASMENTS, AND OTHER RELATED EQUIPMENT. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO EXISTING IRRIGATION, LANDSCAPE AND HARDSCAPE DAMAGED BY ROUTING NEW WIRES TO CONTROLLER AT NO ADDITIONAL COST TO THE OWNER. 10. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. 11. CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIAL THROUGHOUT THE CONSTRUCTION PROCESS. ANY DAMAGE DUE TO CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY TO PREVENT ANY LAPSE IN IRRIGATION OF THE EXISTING PLANT MATERIAL. ANY PLANT MATERIAL AND/OR IRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO A LIKE NEW CONDITION AS PART OF CONTRACT. 12. ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO THE EXISTING CONTROLLER SHALL BE RECONNECTED TO THE EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE ADJUSTMENT/MODIFICATION OF EXISTING IRRIGATION SYSTEM WITHIN THIS AND OTHER AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 14. NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. ALL ADJACENT SYSTEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION • 15. CONTRACTOR SHALL OBTAIN EXISTING IRRIGATION AS-BUILT RECORD DRAWINGS FOR ADJACENT IRRIGATED AREAS PRIOR TO STARTING WORK. ALL EXISTING IRRIGATION EQUIPMENT LOCATION, SIZES, AND CONDITIONS SHALL BE VERIFIED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE AT START OF WORK. 16. WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS OVER 1" IN DIAMETER. ALL CUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING IS REQUIRED, THE CONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL. ONSITE RECYCLED AND POTABLE WATER SEPARATION REQUIREMENTS:. HORIZONTAL SEPARATIONS: THE PRESSURIZED RECLAIMED WATER PIPING SHALL MAINTAIN A (10) FOOT HORIZONTAL SEPARATION AT ALL TIMES FROM ALL POTABLE WATER PIPING AND/OR A PARALLEL SANITARY SEWER SYSTEM. IF A 10-FOOT HORIZONTAL SEPARATION IS NOT POSSIBLE, SPECIAL CONSTRUCTION REQUIREMENTS SHALL BE CONSIDERED, REFER TO DISTRICT STANDARDS. COMMON TRENCH CONSTRUCTION IS PROHIBITED. VERTICAL SEPARATIONS: THE PRESSURIZED RECLAIMED WATER PIPING SHALL MAINTAIN A MINIMUM OF ONE FOOT VERTICAL SEPARATION AT ALL TIMES FROM ALL PRESSURIZED POTABLE WATER PIPING AND/OR A SANITARY SEWER SYSTEM. THE PRESSURIZED RECLAIMED WATER PIPING SHALL BE INSTALLED ONE FOOT BELOW ALL PRESSURIZED POTABLE WATE;R 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. COLOR CHART NOTE: AS A REQUIREMENT THE AUTOMATIC CONTROLLER SHALL CONSIST OF A NEATLY DRAWN 11"x1T' 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. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. ~I CITY OF CARLSBAD I~ PLANNING DIVISION IRRIGATION NOTES DATE SHEA INDUSTRIAL .8'1811,-NOVATION WAY 8841 RHEA!£tt DR L.A. EXP, CARLSBAD, CALIFORNIA 92009 SUIT~ 200 IRVINJ • (A 91618 REVIEWED BY: l49.li1.ll13 11.DGElAJ0M APPROVED ~\ lr-f;l)_,jt 10-"2,,., ,J.:S PLANNING DATE DATE BY DESCRIPTION INSPECTOR DATE REVISIONS APP'D DWN BY PROdECI' NO. DRAWING! NO. CHKD BY RS FIELD BY SOP 15-09 487-9L DRAWING DATE: 09/24/15 co 0 ' "' ,.... (j) 0 ' "' ,.... 0 ::> 0... ----0) 0 ' "' ,.... 0... 0 U) WATER EFFICIENT LANDSCAPE. WORKS.HEET HYDRQZONE INFORMATION. TABLE contmlh'!r Hy<lroz<ifie• zone ltrlg;ition Plant HydroioneArea %of Total P~am !11' ·~·· "'"df;ictQJi*** '""· Ft.l tands.ca=d M. .. ... A ~{ 1 D 0.5 614 090 A MW 2 D 0.5 ·1, 142 126 A LW 3 D 0.3 1;78 0.75 .. A ·MIN. 4 D 0.5 l:>17 1.35 A MW 5 D 0.5 1,120 1,24 A LW 6 .0 0.3 756 C!.64 A ivm 7 D 05 3,027 3:3! A WMl B D 0.5 1J)6$ ·1A8 A IYl\11' 9 D 0.5 1'.270 iA.1 A LW 10 R 0.3 1,~1 t2i A LW 11 R 0.3 fl:39 i.(Jd A LW 12 D G.3 743. 0.82 A LW 13 s 0.3 4:37 OAB A LW 14 R 0.3 i.042 . 1.15 A LW 15 R 0.3 2)387 21;4 A LW 15 R 03 1,633 ta1 A LW -tf R 0.3 3,134 3.47 A LW 18 R 0,3 2,921 3.23 A LW 19 D 0.3 1,$71 1.74 A LW 20 R Ii 3 215!\ 231 A MIN 21 s 0.5 756 01!4 A MIN 22 R 0.5 2594 2.87 A LW 23 D 0.3 1,838 2,a A LW 24 R 0.3 2,450 271 A LW 25 R ll3 2 189 2'42 ~ L',V A 26 R ll.3 2083 230 A i.V•.l 27 D 03 1,254 1.3! A LW 28 R 0.-3 1,947 2.15 A LW 29 R 03 2078 2.30 A LW .. 30 R 0.3 'UJ36 203 A LW 31 R 0.3 Z,132 236 A LW 32 D 0.3 1,004 1.20 . A LW ,35 0 0.3 319 0 .. 35 ll LV,/ 34 D 0.3 360 Q 4-0 B LW w R 0 .. 3 1,382 1.53 !I LW 36 R 0.3. t.922 2.13 !l MN 31 R 0.5 2,253 25C ll rw ·38 R 0,3 2,611 280 B LW 39 D 0.3 1,001 2, 19 B LW 4() R o.s 2,'.3$9 2..64 B LW 41 R 0.3 2,f63 2.114 B M\'\I 42 D 0.5 1.231 '1.$ B LW 43 R 0.0 .2,6fi9 2.94 B LW 44 R 0.3 2.849 3.15 B LW 45 s 0 3 735 0.81 B LW 46 D 0.3 . t {ff, 1.17 !l . LW 47 R 0.3 1,741 too B LW 43 R 03 tM2 2 04 B M,V 49 D 0.5. 1,270 1.41 B !¥1\1\' 5() D 0..5. 1.101 122 !l MW 51 D 0.5 3,070 3.40 !l MIN 52 [\ iJ5 505 O.fi6 B MIN 53 D 05 840 0.9' B LW 54 D 03 7'3& 0.81 B 1/M' 5,5 0 Q5 '1;256 1.39 B LW E6 D 0.3 658 0.73 !l . LW 57 0 Ct:1 E40: 0.bl B . MIN 58 0 0.5 1,125 124 Total Pl ,mted Area 9Q(l90 100% ~Hljrlrdzom vt.W-verjL.ow W~t&1tJ.sePMnts LVV-L'mr J:-Vs.t:e-f'f/:;;f'J:Pf.aifts. Mt4' -·Mtxt.erete wateruse Rt.e.ots Hlll"".Hf,Jh.W&erUs.e-P1a:kts ~~rrrtgaf.'ien ~thp!1 )\,1S "" '{i,ficm-;5:j:;way .S ,,, Spray R =, Rota.r 5,.. B lii:1.l~/6:i'§ D=.fJrip a =; Otiii:Ir ~~-" Pim, tFitdo.rtrom ~'Vue ()ls m Of' hi.:! M;Mfer featqre:-as-.appr.r;;pria(e SEASONAL 1.RIUGAIION SCHEDULE E'1;0J;,otN0=, a, .... u 9.22 Meler N11mb"': Ill Qmlroller L.,tter: "A" Ev<,pokan•pl!Q!IQ/l R<>!eo: El" Hl~lcal: 47.00 Et;, Per o.,,y EjQfln~- Wini« O:ilil o.8 Si,ri1>9 O;l~ 128 S1>mme, 0.22 17,2 1'<111 0.13 10.2 !hu1Jlmeo .{Min..ie•.per ~yJ= {60 x Ek>>< fF) ;-(PR x IEj ><(RD}+ {C) Et!>= Dall)' Evopi,t,c,,..pir!ailon R<>le IE = lql5101Jon Ei!fid.,.,cy Pit = Preci pilalicn i.ate (lni:t.e. .f>Et· Hoot} RI>= Rw.n duy.•. (~cmm<1I l~ll C=.Cycle• per Day Pf = Plant Fact« {Kc} 60 = Conver:aiori to-rrinutea Cyclea Pe< Dery: Day•""' Week: lrrigolion Eflieiency !%): Rot«,: Spr<,y Head,: Bobble, Hea<lt: Drip Line: Drip Emitl,or: SI< ""m Roh,ry: Micro Sf""Y Pr"<;ipil<;!1on !!ale {in/hf) lotc,s: 0.70 0.55 0,75 ().80 0.80 0.70 o.so Sp,ay Heocfa: . !;60 1 0 s\:ii,i,1.,, &ai:1~: ifo ...... . Drip Line: .... ll,!~ .................. . Drip Emitter: OAC ~1'ecm ~ola,y: 0.4& IJliero Sp,ay: O:ii" .... VoJv<> Planling lr,.ig<>tion Kc PR Ii Wini"' Spring Surrmer fall Qucu;!ily TYP" [t~;j;.;;;;i:ei,j(Md,,. Apr' Mdv: (Jim,kCAo,g} {s~: 6cliN;;;;j 2 Shrub Sp,ay 0.50 1.60 ll.55 0.80 ... 3. 5 7 4 .. Min, Per Day a 15 Siu.vb Dtip Line O.:iQ O:r.i 4 16 Shrqb Rotor 0-~ 0.41, 0.75 8 Tolal 33 T<>lal H®r.RvnJi.rneo .. @ .. & Day~ r« We"k Valves ~2 5.9 SE,ASONAl IRRIGATION SCHEDULE ll-ojecl Na=: Br-i 19:-22 Met~ Ni!fTber: #1 'ccintr~le(L~tteE' ,;a,~''''',N,0,0,0,0,NC _Ei/(l_~~-C,~_pirafion. Rates: Elo His!« i<1al: .4HIO Elo Pe< llay, Elo Pe, Se<ison Wimer 0.09' 6.11 Spring ifif. 12.8 s iJ t'llt1'Er 0.22 17,2 · l!un Time•.(Minuleo petD<>Yl = {60,c E!o x ~l ~ {Pl! x IE) x{R'D) ~ (Cl El<>= DaJJ.y Evapo!tan,plr<ili ,on Rate I!( " Ir ligation Effi d:ency PR "l'f;,oipi!<ifion Rate (ln,;heo per Hou,) RD= Run day, {Sea,ona!Tolal'} · C = Cycle, per Day PF= Plan!. faclci: (Kp} ~ =C.onver~!?ntomin~~ n .. ! ....... .. Min. Per Day 19 11 Min. Pe Day 80 Cyclea Per D<iy: Days Pe, Week: tnigaticn Efficiency{%}: Rotors: SP"" y Head.: ,Bubbler H""<b: Drip Line: Drip Eti'tller: $ckl!<ln> R !!lary: Miao Spray Preeipilciti'Qff Rot,.,(in/ivl ·Rdorz: S.proy Hei:i<:1~: .. aubbl« Hea ,lo: DTip line: ;iir;p Erri!ier: .. S!ream Rola, y: Miao sp,.;¥, · ·· 0.70 0,55 €175 0.80 l).l!O (HO 0,80 0.45 1,60 2.10 0.73 ll.40 0,4S 0,61 1 6 Valve Quan~!)-Planling lrri gilti on Type PR IE , ............. 111.iPF'f .. ···•.·····. SJ3i'i119 . . SurrmE< . , .. f,all . , (~o, Jqn, l'eb)(Mm, Ap,, b\<lyl{Jv:n, Jul, lwg} {S<ip,, 0<:1, Np,i).: 1 14 , Shrub Sl!rub ...... 10· . ' T<>lal Valveo 25 Sl"<!Y i Crip Li.M' ~ 0.50 0.50 0.5!) 0.55 : 0.80 ll.75 ; l Tolai Hour Run Timea·® o Day• !'er W~ CONTROLLER SCHEDULING NOTES: s 4 8 2:4 CONTRACTOR SHALL SCHEDULE CONTROLLER PROGRAMS ""A" & "B" TO RUN MULTIPLE VALVE STATION PROGRAMS CONCURRENTLY, UP TO A MAXIMUM OF 60.GPM, SO AS NOT TO EXCEED IRRIGATION WATERING WINDOW. 5 cc'ccccoo,ooo, 8 " o o•eooooo,, 14 7 n 19 S,8 .... '.'....... A1in: p.,.l:)ay 7 :Min. Per Day Min, l'er Ooy 11 S,5 . "AS-BUILr 8841 R!l!ARCH DR L.A. EXP, IU.ITE 200 IRVIN!· C~ !.l!W REVIEWED BY: 949.381.1123 RIDG&LHOM SmithConsulting Architects INSPECTOR DATE DATE ClfY:OF CARlSBAD ESTIMATED TOTAL WATER USE(ETWU} li0droz-one·Nurnber [1•5 wlf-r'rSLA Zone tieJ"Qw -W:i:~ at man{ qi: M-et:es-s:ary tr)-oorripl.et B o1l hy,1ro:,o r,;;,] [St-ep 6+llne.7} fotal all Step, 0 + TqialSLl\ ,q, lrl Step 5) Step 3 .,Step 9 Estirnatoo Woier Use ,ETWU [Gallons:Pef Year) Icdd' ~;haH-n::it e">JCe-ed tv'1A,\-VA Eo:11 of 1-5 and· W-;,:61' 0-·1 6 C-o_mir1:9-R;e,qi =--44.s'J Eoi1 of "fa GCllJSino R.'9_oS-=-47 )J App-¾-p nt n:>oy·p"'v·vJde ,;:J;tf-er-e-ri~ Et,p. if rup-p,c1tet.l bf Proc.:ess: Step•Ho, 47;() 47,0 0.5 0,5. t?CJ.5 55.291 853 2:T,.646 0.55 0.70 1 .. 550 39,494 0.:3. ::-LW -Ww \V-OJer-.U;:e 0.;-;::-MW -.is.,-'!"o'd~~aJ~·'-itot-iz'rLlts dve:Llm-e nJ,:i frc-n u,iQ\e·c 11,o oi:,µovai Qy th-e-:-CH r P-bncn!n.,t 0..8-. s::-M'li-V· ,.. _t-;'.gn 18 O~fr· Uke: P'6nn i3i\.~J'l lv\AXIMUMAPPLIED WATER USE ( MAWA}.calc;ulalion: /,'l'c\NA"' IEfq) x (0,62) x 1(0.7 x LA) + (0.3;,, $LA)] 9{J390 47;0 47,0 47;:J 0,¢!2 :29:140 0,.5 3!3,394 !6,697 0.00 2iJ,B?l ().3 0.6 0 () 0 () 0.55 0,00 0 0 0 6'1,9T5 EL.:bo~er c:: .75 ur;p &. :M~GJ'o-.3:pray =·-.00 ;A-d':tfe-•sen:t_ iE m oy be 1-1-re,d ff :.-uppor1'5,d by clb.::i1Me-r'd'Ot'C'n iLln}ed f{}-i:::;p_.¢;0-c.J:VB)by the, Cit)' MAWA -----------' I} ~mmn ,,,,,,,,,,,,,,,,,,oooooocoo,,-' Totat lands-cape-Area Monthly Water Budget (MAWA) Jan Feb Mar Aorll Mav Jun July ITO 2.20 250 3.60 4.10 5.10 5.30 6.10 Gallons 86,304 98,073 141,225 160,840 200,069 207,915 239,298 %Run Time 36% 41% 59% 67% 84% 87% 100% (ETo) X (0.62) X (0.7 X LA) WATER USE NOTE: THESE PLANS HAVE BEEN PREPARED TO COMPLY WITH THE CALIFORNIA STATE WATER EFFICIENT LANDSCAPE ORDINANCE AB1881. CONTROLLER RUN TIME NOTES: 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. NOTE: CONTROLLER PROGRAMS "A" & "B" ARE DESIGNED TO RUN CONCURRENTLY, AT NO TIME SHALL PROGRAMS "A" & "B" BE RUN SEQUENTIALLY. CONTRACTOR SHALL PROVIDE A LAMINATED NOTE POSTED ON CONTROLLER WITH MINIMUM 112" LETTERING STATING THE FOLLOWING: "IRRIGATION CONTROLLER PROGRAMS "A" & "B" ARE DESIGNED TO RUN CONCURRENTLY. AT NO TIME SHALL CONTROLLER PROGRAMS "A" & "B" BE RUN SEQUENTIALLY". NOTE: A THE TIME PERIOD WHEN OVERHEAD IRRIGATION WILL BE SCHEDULED AND CONFIRM THAT NO OVERHEAD IRRIGATION SHALL BE USED BETWEEN 10:00 AM. AND 6:00 P.M. B. IRRIGATION SYSTEMS USING RECYCLED WATER SHALL BE SCHEDULED FOR USE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 AM. 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 Aug 5.80 227,530 95% Sept Oct Nov Dec Total 450 3.30 2.40 2.10 47.00 176,532 129,457 94,150 82,381 1,843,775 74% 54% 39% 34% Irrigation """"l/'" Cgt,:; ulotton Met~, No: ,,,, H&'Jl,/t Elevol1oru:,f Meler: stcrtk ,Wdter:.p-n,1.ss-.1..rre-P-St '"' N''""""""""""' 550FT 3B1 FT vQti~_,No: B-42 \tOhre'De:mand ................... ,... 21·•: GP.fl.! Mo)drtHJM -Syidem DBmDMd -60 :GPM ~6yq}i~-½*~.ng~-.P;O :C-, ·to Highest HBod::i 2 FT Lo:sses·; -I-l./1' V'ifq~:er-:1"'1::eter zi ,~✓~:e \tin~ 1' BtiEkB-toSMJiner i ~--i:/2_'/:~1:a":ih;;r: V:d!•>e 1-11z· FloYj, s.en.s:or lt'i5:ldti:'b,h V.1:ihllf;S i·:i'/Z' R.C.V. 5-'J◊'Fe-l?.t-:of:;t:-r-,,+ciinlin;e CL 8:hE F'it tihf{ LOii' 'i'O% L.afel'O:I .Lin-~ Lost k,'% lo Sf/to_: Hif{hei~i Haaif Total LO-SSe1:: Head Opemting PreisU_iS; !~!al Pre$sJJre Re-quire-d: Sh::dic Pressure A:smil'able: RB.siduat-PrBssure-; . j 12p···'····i· ..... l .-3 psi :2-.-◊-psi -ft-o:ps1 l5psi {LS:psi . ....... -J.a ps1 2'.,1-p:st -~-2".-4p:sr -J.5:pzi ·D.9-p,'1-1 -3-5.p-si !t psi 7~{ p3i APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DIVISION IRRIGATION CALCULATIONS SHEA INDUSTRIAL 9131 INNOVATION WAY CARLSBAD, OALIFORNIA 92008 APPROVED rt:1.~ ~ ld~-,9:lt ie ·Z... I'? PLANNING DATE OWN BY PAuJEC:. NO. DRAWING NO. CHKD BY RS FIELD BY SOP 15-09 487-9L DRAWING DATE: 09/24/15 co 0 ' LO .- 0) 0 ' LO .- 0 :J a. 0) 0 ' LO .- a. 0 U) SECTION VIEW LEGEND 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. PVC LATERAL LINE PIPE 11. FINISHED GRADE SCH 80 PVC FEMALE ADAPTER 12. CONTROL WIRES WITH EPOXY FILLED CONNECTIONS PROVIDE 24" COIL OF WIRE AT VALVE REMOTE CONTROL VALVE, SEE LEGEND FOR TYPE 13. PLASTIC RECTANGULAR VALVE BOX WITH PURPLE PEA GRAVEL MINIMUM 1 CUBIC FOOT LOCKING COVER, USE STAINLESS BOLT, NUT, AND WASHER HEAT BRAND ''RCV" & CONTROLLER LANDSCAPE FABRIC STATION NUMBER ONTO LID. PVC MAINLINE, DEPTH PER SPECS. 14. SCHEDULE 80 UNION SCH 80 PVC TEE 15. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION# I.D. TAG ATTACHED TO VALVE BONNET BOLT. NOMINAL SIZE SOLID BRICK (4 REQ.) 16. DECODER (BLUE CASE) SCH. 80 PVC NIPPLE LENGTH AS R_EQUIRED 17. BLUE WIRES TO 2-WIRE COMMUNICATION PATH SCH 80 PVC THREADED ELL 18. 2-WIRE COMMUNICATION PATH 19. WHITE WIRES TO SOLENOID NOTES' A. WIRES MUST EXTEND MINIMUM 24" ABOVE VALVE BOX FOR SERVICE. B. SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1(2" ABOVE FINISHED GRADE IN GROUND COVER AND SHRUB AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. D. USE SCH 80 PVC FITTINGS. 1 OJ---.__ SECTION VIEW ~------11 I I I i-,--10 PIPE DIAMETERS------is'ELNOSWoRr--5 PIPE DIAMETERS-, t DIMENSION 'A DIMENSION 'B' -------NO VALVES, REDUCERS,----___, LEGEND: 1. (PURPLE) "RECYCLED WATER" PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER -HEAT BRAND "FS" ONTO LID. 2. FLOW SENSOR -SEE LEGEND FOR SIZE AND TYPE. 3. MAINLINE -SIZE PER FLOW SENSOR. LENGTH AS REQUIRED PER MANUFACTURE RECOMMENDATIONS. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED. ONE AT EACH CORNER). 5. LANDSCAPE FABRIC. 6. 112" ROUND WASHED PEA GRAVEL - MINIMUM 4'" DEPTH. NOTES: A. USE SCH 80 PVC FITTINGS. OR ELBOWS IN THIS AREA EXAMPLE: FOR 1.5" FLOW SENSOR: DIMENSION (A)= \1.5" x 10) MINIMUM 15" DIMENSION (B) = (1.5" x 5) MINIMUM 7.5" 7. PVC MAINLINE TO MASTER VALVE -SEE LEGEND FOR TYPE, SIZE PER PLAN. 8. SCH 80 REDUCER COUPLING -SIZE PER MAINLINE AND FLOW SENSOR (2 REQUIRED). 9. 1"' SCH 40 PVC WIRE CONDUIT WITH SWEEP ELBOW TO CONTROLLER LOCATION. 10. FINISHED GRADE. SET TOP OF VALVE BOX½"' ABOVE GRADE IN TURF AREAS AND 1-112" ABOVE GRADE IN SHRUB I GROUNDCOVER AREAS. 11. EPOXY-FILLED WATERPROOF CONTROL WIRE CONNECTIONS -SEE LEGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT FLOW SENSOR. 12. (PURPLE) "RECYCLED WATER" PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO READ "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH. B. SET TOP OF VALVE BOX½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-112" ABOVE FINISHED GRADE IN GROUNDCOVERAND SHRUB AREAS. C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER I SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER. D USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. E. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE LATERAL LINE DEPTH. ITEM NO 1 2 J 4 5 FROM PRESSURE RECUL,\IDR FROM PRESSURE ft£G\ll,\10R NOlE: 9 PLAN VIEW 8 9 3"MIN. SECTION VIEW 6 TO ltlASlER VIJ.Vf. ID MASTER VIJ.Vf. 1. INST,11.L ONE TEST STATION LOCATED DIRECTLY 00\VNSTRl"AN OF IRRIGATION PRESSURE REGUL,\TING V/>l.Vf.. H£AT !llNID "TS" ON PURl'I..E COLORED PLISTI: TEST STATION UOS. SIZE AND DESCRIPTION ITEII SIZE AND DESCRIPTION ND SCH 80 PVC 90 ElL 6 Vt,J.'IE 8'.>X WIIH PURPLE COLORED LID SCH 80 PVC CLOSE NIPPLE 7 LINE SIZED BIIASS BIil. VAi'IE J 4 BRASS LOCKAILE BALL VII.Vf. 8 LIIIE SIZE B'I' J 4 SCH 80 TEE WTill 1/4' mw..E TlflIDD FlP X METER SWML 9 PURPLE PVC CL 315 SCH 40 LWNUNE J/4" X 1 4 BffASS THRfADED 10 J" MINIMUM DEPTH OF J/4' WASHED GRAVEL BUSHING WTill 1 4" CAPPED OUTLEr 11 BRICK OR CDNCRill SUPl'!IRTS (END ID 00 UNDER J 4" SCH 80 PVC CLOSE NIPPLE PERIMETER OF Vl>l.Vf. BOX BOTTOM) E. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE F. INSTALL FLOW SENSOR PER MANUFACTUR'S RECOMMENDATIONS. r:::::-----PR_o_PE_R_vA_Lv_e_1N_sr_AL_LA_r1_0N_A_so_v_E M-A-IN-LIN_e_□E_P_rn_. -,--------+-=:----------------------------1® RECYCLED WATER I RRI GATI ON CD REMOTE CONTROL VALVE (DECODER) NOTTO SCALE FLOW SENSOR NOTTOSCALE CROSS CONNECTION TEST STATION NOTTO.SCALE SECTION VIEW LEGEND: 1. CONTROL WIRES WITH EPOXY-FILLED CONNECTIONS -PROVIDE MIN 24" COIL OF WIRE AT VALVE. 2 DECODER 3 REMOTE CONTROL VALVE -SEE LEGEND FOR TYPE. 4. BASKET FILTER. 5 PRESSURE REGULATOR 6 PVC SCH 80 UNION. 7. PLASTIC RECTANGULAR VALVE BOX WITH PURPLE LOCKING COVER, USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "RCV" & CONTROLLER STATION NUMBER ONTO LID. 8. FINISHED GRADE-SET TOP OF VALVE BOX½" ABOVE GRADE IN TURF AREAS AND 2" ABOVE GRADE IN SHRUB I GROUND COVER AREAS. 9. PVC SCH 40 MALE ADAPTER 10. PVC LATERAL LINE TO DRIP SYSTEM. 11. PVC SCH 80 NIPPLE -LENGTH AS REQUIRED. TYPICAL 12. NOMINAL SIZE SOLID BRICK-4 REQUIRED, ONE AT EACH CORNER OF VALVE BOX. 13. PEA GRAVEL -MINIMUM 4"' DEPTH WITH 2" VALVE CLEARANCE 14. LANDSCAPE FABRIC. 15. PVC SCH 80 NIPPLE (2" LENGTH. HIDDEN) AND PVC SCH 40 ELL. 16. PVC MAINLINE -DEPTH PER SPECIFICATIONS. 17. PVC SCH 40 TEE OR ELL. 18. PVC SCH 40 ELL. 19. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION# I.D. TAG ATTACHED TO VALVE BONNET BOLT. NOTES: A. WIRES MUST EXTEND MINIMUM 24" ABOVE VALVE BOX FOR SERVICE B SET TOP OF VALVE BOX 112" ABOVE FINISHED GRADE IN TURF AREAS AND 1-112" ABOVE FINISHED GRADE IN GROUND COVER AND SHRUB AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. D. USE SCH 80 PVC FITTINGS. E. USE XCZ-100-COM-B, (1") CONTROL ZONE KIT FOR DEMANDS LESS THAN 16 GPM. F. USE XCZ-150-COM-B, (1-112") CONTROL ZONE KIT FOR DEMANDS 16 GPM AND GREATER 91---" LEGEND: 1. FINISHED GRADE. 2" MIN_ 8" MAX. SECTION VIEW 2. SCH 80 PVC NIPPLE -LENGTH AS REQUIRED. 3 SCH 80 PVC UNION. 4. SCH 80 PVC REDUCER BUSHING, SxT, SIZE AS REQUIRED (QTY. 2 REQUIRED). 5 PVC MAINLINE (PURPLE) WITH WORDS "RECYCLED WATER-DO NOT DRINK" -DEPTH PER SPECS. 6. 45 DEGREE ELBOW, SCH 80 FITTINGS SHALL BE USED TO RAISE MAINLINE FOR BALL VALVE WITHIN 12" OF FINISHED GRADE. (QTY. 4 REQUIRED) 7. NOMINAL SIZE SOLID BRICK (QTY. 4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX) NOTES: '---fl 8. LANDSCAPE FABRIC. 9. 112" ROUND WASHED PEA GRAVEL - MINIMUM 4" DEPTH WITH 2" MINIMUM CLEARANCE. 10. BALL VALVE -SEE LEGEND FOR TYPE. INSTALL SHUTOFF HANDLE PERPENDICULAR TO BOX LID. 11. PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO READ "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH. 12. (PURPLE) "RECYCLED WATER" PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER, USE STAINLESS BOLT, NUT, AND WASHER HEAT BRAND "BV" ONTO LID MARKED FOR "RECYCLED WATER". A. SCH 80. 45 DEGREE ELBOW FITTINGS, SHALL BE USED TO RAISE MAINLINE WITHIN 12" OF FINISHED GRADE. (FOUR REQUIRED) B. PLACE VALVE BOX IN GROUNDCOVER AND SHRUB AREAS WHENEVER POSSIBLE. C. USE TEFLON TAPE ON ALL THREADED FITTINGS. TYPICAL D. VALVE BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE -INSTALL VALVE CENTERED IN BOX E BOLTDOWN VALVE BOX COVER WITH STAINLESS STEEL BOLT AND WASHER F. ALL MAINLINE AND VALVE FITTINGS SHALL BE SCHEDULE 80 FITTINGS. LEGEND 1. PVC MAINLINE SEE LEGEND FOR TYPE 2, 6" MINIMUM DEPTH PEA GRAVEL 3, SCH 80 PVC FEMALE ADAPTER (2 REQ.) 4. LANDSCAPE FABRIC 5. MASTER CONTROL VALVE SEE LEGEND FOR TYPE 6. SCH. 80 PVC NIPPLE LENGTH AS REQUIRED ( 3 REQ.) 7. SCH. 80 PVC UNION 8. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION# I.D. TAG ATTACHED TO VALVE BONNET BOLT. 9. NOMINAL SIZE SOLID BRICK (4 REQ.) NOTES: SECTION VIEW 10. PVC MAINLINE TO FLOW SENSOR 11. FINISHED GRADE 12. PLASTIC RECTANGULAR VALVE BOX WITH PURPLE LOCKING COVER, USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "MV" & CONTROLLER LETTER ONTO LID 13 CONTROL WIRES WITH EPOXY FILLED CONNECTIONS PROVIDE 24" COIL OF WIRE AT VALVE 14. WHITE WIRES TO SOLENOID 15. DECODER (ADDRESS= "MV") 16. BLUE WIRES TO 2-WIRE COMMUNICATION PATH 17. 2-WIRE COMMUNICATION PATH A. WIRES MUST EXTEND MINIMUM 24" ABOVE VALVE BOX FOR SERVICE B. SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUND COVER AND SHRUB AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL D. USE SCH 80 PVC FITTINGS. E. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE MAINLINE DEPTH. 24• 41----------~I • C\j - 1 O' MINIMUM TO POT ABLE MAINLINE IN STREET SECTION VIEW -NOT TO SCALE LEGEND: 1. METER BOX WITH METER 2. SIDEWALK. 3. CURB 4. POTABLE SERVICE LINE. 5. RECYCLED WATER IRRIGATION MAINLINE WITH SLEEVE. NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 1 D' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET NOTTO SCALE SECTION VIEW NOTES: LEGEND: 1. POP-UP SPRAY HEAD WITH (PURPLE) '"RECYCLED WATER" CAP -SEE LEGEND FOR TYPE. 2. FINISH GRADE. INSTALL HEAD½" ABOVE GRADE IN TURF AREAS AND 1" ABOVE GRADE IN SHRUB AREAS. 3. APPROVED BACKFILL. 4. MANUFACTURED SWING JOINT - HUNTER MODEL #SJ-512 OR RAIN BIRD MODEL #SA-125050 112'" SWING JOINT ASSEMBLY. 5. SCH 80 PVC TEE-SxSxT OR ELL-SxT. 6 (PURPLE) PVC LATERAL LINE PIPE, WITH WORDS "RECYCLED WATER-DO NOT DRINK'" -SEE LEGEND FOR TYPE, SEE PLANS FOR SIZE. A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS B. INSTALL SPRINKLER HEADS 24"' FROM ANY NON-PERMEABLE SURFACE. C. INSTALL SPRINKLER HEADS MINIMUM 12'" FROM ALL BUILDINGS AND WALLS. D INSTALL SPRINKLER HEADS PLUMB. E. ADJUST SPRAY OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS _OR BUILDINGS. F. USE TEFLON TAPE ON THREADED FITTINGS, TYPICAL. (NO LIQUID TEFLON) G. DO NOT SCALE DRAWINGS. H. DO NOT USE SIDE INLET. POTABLE SERVICE LINE CROSSING @ POP-UP SPRINKLER NOTTO SCALE LEGEND: 1. BASKET STRAINER, REFER TO LEGEND FOR TYPE. 2. LOCKABLE ENCLOSURE, REFER TO LEGEND FOR TYPE. 3. FLANGE. (SIZE VARIES) 4. BRASS NIPPLES (LENGTH VARIES, 3 REQUIRED, LINE SIZE) 5. BRASS I BRONZE BALL VALVE. 6. FINISH GRADE, 7. BRASS I COPPER MAINLINE FROM WATER SOURCE. 8. BRASS ELBOWS (TxT, 2 REQUIRED, LINE SIZE) 9. BRASS I COPPER MAINLINE TO MASTER VALVE AND FLOW SENSOR. 10. 6" THICK CONCRETE PAD. 11. PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO READ "RECYCLED WATER-DO NOT DRINK"' IN ENGLISH AND SPANISH. 12. 112'" MPT DRAIN VALVE. 12" MINIMUM ORAS SITE REQUIRES NOTES: ----(5 ~-,.6 'flliiii'"---------10 ffi:::F----{ 8 SECTION VIEW LEGEND, 1. SHRUB ADAPTER SPRAY HEAD -SEE LEGEND FOR SPECIFICATIONS. 2. SPRING-TYPE ANTI-DRAIN VALVE. 3. RE-BAR STAKE -#4 X 30" LENGTH. 4. 2. PURPLE RECYCLED WATER WARNING LABEL, CHRISTY'S RISER MARKER MODEL #1500. 5. VANDAL-PROOF STAINLESS STEEL CLAMP -USE IN 3 PLACES. 6. FINISHED GRADE. 7. UNDISTURBED SOIL. 8. SCH _80 PVC NIPPLE (2 REQUIRED), LENGTHS AS REQUIRED. 9. SCH 40 PVC THREADED COUPLING. 10. PRE-ASSEMBLED TRIPLE SWING JOINT. HUNTER SJ SERIES (OR APPROVED EQUAL). SIZE AS PER SPRINKLER OUTLET. 11. SCH 40 PVC SxSxT TEE FITTING - LATERAL SIZE x SPRINKLER INLET SIZE. 12. LATERAL LINE -SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED. A INSTALL SPRINKLER HEADS 12'" FROM FENCES. WALLS, OR BUILDINGS. B. DO NOT INSTALL SPRINKLER HEAD WITHIN 36"' OF PAVING, CURBS, OR TURF EDGES. C. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAY TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING. FENCES. WALLS, OR BUILDINGS. 0 DRIP REMOTE CONTROL VALVE (DECODER) NOT TO SCALE ® BALL v AL VE NOTTO SCALE ® MASTER VALVE NOTTO SCALE @ BASKET STRAINER NOT TO SCALE ROTOR HEAD ON RISER NOT TO SCALE "AS-BUILr DATE 8841 RESEARCH DR L.A. EXP. IU11E 200 IRVIIIE. CA nm REVIEWED BY: 949,387.1323 RIVGELUOM SmithConsulting Architects 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 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. APPROVED PLANNING CITY OF CARLSBAD PLANNING OIVISION IRRIGATION DETAILS SHEA INDUSTRIAL 8181 INNOVATION WAY CARLSBAD, CALIFORNIA 92008 /e. -z..,,. Jo, DATE DWN BY ____ _ PROJECT NO. SOP 15-09 DRAWING NO. 487-9L CHKD BY __ R_s __ FIELD BY· DRAWING DATE: 09/24115 --0) 0 ' LO r- 0 => a... --0) 0 ' LO r- a... 0 (/) SP, 500' DIAMETER CIRCLE SPHERE OF INFLUENCE ' , '... .. ,,, ---- PLAN VIEW e SURGE PROTECTOR .& DECODER 2-WIRE PATH 1. EACH SURGE PROTECTOR PROTECTS A 500' RADIUS INCLUDING LATERAL BRANCHING 2. IF LATERAL BRANCHING IS LESS THAN 25' AN LSP IS NOT REQUIRED. 3. INCLUDE A LSP AT THE END OF ALL WIRE RUNS. I LINE GROUND ROD (50 OHMS OR LESS) STEPS TO EXTENDING THE SYSTEM: 1. TAP AND EXTEND MAIN LINE. 2. SPLICE INTO WIRE AND EXTEND. 3. PROGRAM.BLANK DECODER TO NEW STATION ADDRESS. 4. INSTALL NEW VALVE AND DECODER 5. ENTER NEW STATION# (DECODER ADDRESS) AT CONTROLLER EXTENDING THE SYSTEII cm NOTES: A ALL WIRE CONNECTION SHALL BE MADE WITH APPROVED CONNECTORS. B. MAKE ALL WIRE SPLICES IN VALVE BOXES. C. LEAVE A MINIMUM OF 12" EXTRA WIRE AT ALL SPLICE POINTS. D. MAXIMUM DISTANCE FROM DECODER TO VALVE c 150 FEET LEGEND: 1. VALVE BOX. 2. WATERPROOF WIRE CONNECTORS. 3. STRIP BACK 6" OF OUTER WIRE JACKET TO EXPOSE CONDUCTORS FOR TESTING WITH CLAMP METER. SECTION VIEW 4. TWO-WIRE PATH FROM 5 CONTROLLER OR PREVIOUS VALVE (#1412 AWG). 5. RKLD50 DECODER. 6. CONTROL VALVE (24 VAC). 7. TWO-WI RE PATH TO NEXT VALVE (#1412 AWG). 8. WHITE WIRES TO VALVE SOLENOID. 9. BLUE WIRES TO TWO-WIRE PATH. SECTION VIEW -DECOD.ER (ENLARGEMENT) LEGEND: 14 13,---.....___ SECTION VIEW 0 1. ST.AINLESS STEEL, TOP-ENTRY CONTROLLER ENCLOSURE -NEMA 3R RAINPROOF RATED -WITH LOCKING LID, SHOWN OPEN. 2. TERMINAL STRIP FOR REMOTE CONTROL VALVE WIRE CONNECTION 3. STAINLESS STEEL, U.L. LISTED, PRE-DRILLED, REMOVABLE BACKBOARD. REMOVABLE FRONT PANEL, NOT SHOWN. 4. FINISHED GRADE. 5 3" PVC CONDUIT WITH SWEEP ELL FOR DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES . 6. 1" PVC CONDUIT WITH SWEEP ELL FOR MASTER VALVE. 7. 1" PVC CONDUIT WITH SWEEP ELL FOR FLOW METER 8 1" PVC CONDUIT SWEEP FOR 120 VAC POWER FROM METERED SOURCE. 9 1" PVC CONDUIT WITH SWEEP ELL FOR GROUND ROD CABLE. 10. (1) ¾" X 8' COPPER GROUND ROD MINIMUM WI #10 GROUND WIRE AND CLAMP. INSTALL INSIDE A 10" ROUND VALVE BOX -GROUND ROD TO BE LOCATED WITHIN 15' OF CONTROLLER. CONTRACTOR SHALL INSTALL ACTUAL GROUNDING EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. 11. POURED CONCRETE BASE -6" MINIMUM THICKNESS -EXTEND 6" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE WITH½% SLOPE FOR DRAINAGE -SLOPE EDGES TO DRAIN AWAY FROM CONTROLLER. 12. WATER PROOF EPOXY SEALANT AT CONTROLLER BASE. 13. POWER SWITCH AND RECEPTACLE. 14. "ET" MANAGER CARTRIDGE. 15. CONTROLLER-SEE LEGEND FOR TYPE. 16. REMOTE ANTENNA. 17 "ET" I RAIN SENSOR SYSTEM. LOCATED IN AREA WITH NO OBSTRUCTIONS. 18. 1-112" GALVANIZED MOUNTING PIPE. 19. COMMUNICATION WIRE FROM SENSOR TO MODULE WITHIN 2" GALVANIZED PIPE. 20. ELECTRICAL CONDUIT FROM ET SYSTEM SENSOR TO "ET" SYSTEM MODULE. SECTION VIEW LEGEND: 1. REMOVABLE QUICK COUPLER KEY ASSEMBLY CONNECTION. KEY MUST CLEAR VALVE BOX, AS SHOWN. 2. (PURPLE) "RECYCLED WATER" PLASTIC 10" ROUNp VALVE.BOX WITH LOCKING COVER, USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "QCV" ONTO LID MARKED FOR "RECYCLED WATER". 3. FINISHED GRADE. 4 PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO READ "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH. 5. STAINLESS STEEL CLAMP -2 REQUIRED. 6. 112" ROUND WASHED PEA GRAVEL-MINIMUM 4" DEPTH. NOTES: --------17 7. LANDSCAPE FABRIC. 8. #4 REBAR -36" MINIMUM LENGTH. 9. PVC MAINLINE -SEE LEGEND FOR TYPE. 10. PVC SCH 80 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 (PURPLE) RECYCLED WATER LOCKING CAP. APPROVED FOR RECYCLED WATER -SEE LEGEND FOR TYPE. A USE SCH. 80 PVC 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH. B. SET TOP OF VALVE BOX 1-112" ABOVE FINISHED GRADE IN MULCH OR GROUNDCOVER/ 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. @ FIELD SURGE PROTECTOR NOTTO SCALE @ DECODER WIRING (TYPICAL) NOTTO SCALE@ DECODER WIRING (TYPICAL) NOTTO SCALE @CONTROLLER ASSEMBLY NOTTO SCALE ® QUICK COUPLER VALVE NOT TO SCALE tt---13 ... , ......... ' : ·:;::I...... . . .. .. , ..... ,. . . :} ~11\J<'."':"'itl---{ 4 ::::.\'.':::: ... "'+!----l5 ' . . . . . . . . . . . SECTION VIEW NOTES: LEGEND 1. LOW VOLTAGE WIRES, SEE LEGEND FOR TYPE. 2. VINYL ELECTRICAL TAPE. 3. 3M"M SCOTCHCASPM CONNECTOR SEALING PACK 3570G-N. INSTALL PER MANUFACTURE SPECIFICATIONS 4. WIRE NUT CONNECTOR WIRES SHALL BE PRE-STRIPPED OF 112" OF THE INSULATION AND THOROUGHLY CLEANED. JOIN WIRES AND TWIST TOGETHER PRIOR TO INSTALLING CONNECTOR FORPROPER CONNECTION. THEN TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY 5. EPOXY FILLED POUCH. A WIRES SHALL BE PRE-STRIPPED OF½" OF THE INSULATION. JOIN WIRES AND TWIST TOGETHER PRIOR TO INSTALLING CONNECTOR FOR PROPER CONNECTION. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. B. ALL WIRE CONNECTIONS SHALL INCLUDE A WIRE NUT CONNECTOR AND A 3M'" SCOTCHCAST'" CONNECTOR SEALING PACK 3570G-N. I I I I ( ' GREEN/YELLOW GROUND WIRt:S ro GROUND ROD CLAMI' .... ----BLUE WIRES TO GROUND ROO CLAMP l'\-~....-i TWO-WIRE PATH lWO·WIRE PATI I S/8" X 8' GROUND ROD l !!Jill.. INSTALL ALL GROUND ASSEMBLIES IN VALVE BOXES SYSTEM GROUNDING DETAIL (TYPICAL) 5/8" X 8' GROUND ROD -~~ INSTALL GROUND POINTS AT ALL "DEAD END" WIRE RUNS OVER 25 FT, LONG .. ---- ~----CONTROL VALVE #1 ,_ (STATION#1) ,,,"1 DECODER -""1". \(ADDRESS= "ST1") ' I ( ' RAIN SENSOR CONTROLLER WIRE PATH #2 WIRE PATH #1 MASTER VALVE NOTES: DECODER (ADDRESS"' "MV"J 1. ALL WIRE CONNECTION SHALL BE MADE WITH APPROVED CONNECTORS. 2. MAKE ALL WIRE SPLICES IN VALVE BOXES. 3. LEAVE A MINIMUM OF 12" EXTRA'WIRE AT ALL SPLICE POINTS 4. TEST EARTH TO GROUND RESISTANCE AT ALL GROUND POINTS, 5. EARTH TO GROUND RESISTANCE MUST BE LESS THAN 50 OHMS. 6. ALL WIRE CONNECTION SHALL BE MADE WITH APPROVED CONNECTORS. 7. MAKE ALL WIRE SPLICES IN VALVE BOXES. 8. LEAVE A MINIMUM OF 12" EXTRA WIRE AT ALL SPLICE POINTS. 9. MAXIMUM DISTANCE FROM DECODER TO VALVE= 150 FT. TWO-WIRE PATH TO NEXT VALVE (#1412 AWG). COMMUNICATION CABLE WIRE CONNECTORS, SEE LEGEND FOR TYPE. 2-WIRE DECODER,~ SEE LEGEND FOR ffi TYPE. c § C NOTE: SOLENOID WIRE SOLENOID (VALVE), MASTER VALVE, OR BOOSTER PUMP I VALVE (MAXIMUM 2) MAXIMUM LENGTH OF SECONDARY WIRE PATH (14 AWG) FROM DECODER TO SOLENOID IS 450 FEET. LINE TERMINATION BOX --VM CONTROd 5/8" DIA. X 8'-0" LONG COPPER CLAD GROUNDROD --"---I)' /\ _.,,---518" DIA. X 8'-0" •-o• l LONG coPPER cLAD GROUND ROD 3 EA. REQUIRED 6'-o" J #10 BARE COPPER WIRE BELOW GROUND PLAN VIEW FINISH GRADE #10 BARE COPPER WIRE BELOW GROUND VALVE BOX 8'' MIN. 5/8" DIA. X 8'-0" LONG COPPER CLAD GROUND ROD 1------a'-o'-------1 SECTION VIEW INSTALL AT THE CENTRAL LINE TERMINATION BOX LOCATION A 3-ROD GROUNDING GRID, THIS 13ROUNDING GRID SHALL CONSIST OF THREE (3) • 518" DIAMETER COPPER CLAD RODS EACH 8'-0" LONG. THE RODS SHALL BE DRIVEN INTO THE EARTH WITH TOPS NOT LESS THAN 8" BELOW THE FINISHED GRADE. THE RODS SHALL BE ARRANGED IN A TRIANGULAR PATTERN WITH NO ROD BEING CLOSER THAN 8'-0" TO ANY OTHER ROD. THE THREE (3) SHALL BE TIED TOGETHER BELOW GROUND BY A #10 OR LARGER BARE COPPER WIRE. THE WIRE SHALL BE SECURED AT EACH ROD USING A SEPARATE BRASS CLAMP FOR EACH CONNECTION. DO NOT ATTEMPT TO PLACE TWO OR MORE WIRES IN A SINGLE CLAMP. THE GROUNDING GRID SHALL BE TESTED FOR EARTH RESISTANCE, USING A VIBRA GROUND, MEGAR OR OTHER APPROVED TYPE INSTRUMENT. THE TEST SHALL NOT BE RUN UNTIL THE GROUNDING GRID HAS BEEN INSTALLED FOR A FEW WEEKS AND THE EARTH HAS HAD AN OPPORTUNITY TO "SETTLE" AROUND. THE RODS. THE RESISTANCE OF THE GROUNDING GRID SHALL NOT BE GREATER THAN 10 OHMS. TO HAVE GROUNDING NETWORK, THAT WILL BE AS EFFECTIVE AS POSSIBLE. IF NECESSARY Tl-IE GROUNDING GRID MAY NEED TO BE TREATED WITH SALT OR OTHER TYPE CHEMICAL IN ORDER TO IMPROVE IT. REMEMBER THAT 1HE EFFECTIVENESS OF THE SURGE ARRESTOR IS DRASTICALLY REDUCED AS THE RESISTANCE GOES "UP". ANYHIING OVER 10 OHMS RENDERS THE SURGE ARRESTOR ALMOST OF NO VALVE IN PROTECTING THE EQUIPMENT. LEGEND: 1. IRRIGATION MAINLINE. 2. SCH 80 PVC TEE, SxSxT MAINLINE X MANIFOLD SIZE. 12" 3. SCH 80 PVC UNION. 4. MINIMUM 12" SEPARATION ~i 18" BETWEEN ALL VALVE BOXES. 5. REMOTE CONTROL VALVE PLACED WITHIN PLASTIC RECTANGULAR VALVE BOX, TYPICAL. ~t 6 6. IRRIGATION SUB-MAINLINE. SIZE PER LARGEST LATERAL LINE IN MANIFOLD. 7. LATERAL LINE TO SPRINKLERS . • 8. QUICK COUPLER SWING JOINT . "' -9. QUICK COUPLER VALVE PLACED WITHIN A PLASTIC 10" ROUND VALVE BOX. 10. HARDSCAPE EDGE. INSTALL MAINLINE 18" OFF OF HARDSCAPE EDGE. PLAN VIEW NOTES: A. CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICING OF VALVE. B. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER I SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF AREAS ONLY WHEN THERE IS flO ADJACENT GROUNDCOVER C. SET VALVE BOXES 1-112" MAXIMUM ABOVE GRADE IN MULCH OR GROUNDCOVER/ SHRUB AREAS, SET½" ABOVE FINISH GRADE IN TURF AREAS. D. SET VALVE BOXES PARALLEL TO ONE ANOTHER AND PERPENDICULAR TO EDGE. E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT THEIR DEFORMATION I COLLAPSE. F. HEAT-BRAND APPROPRIATE CONTROLLER LETTER AND STATION NUMBER ONTO VALVE BOX LID. Cf) WIRE CONNECTOR NOTTO SCALE ® SYSTEM GROUNDING (TYPICAL) NOTTO SCALE ® DECODER WIRING (TYPICAL) NOTTO SCALE® GROUNDING GRID NETWORK NOTTO SCALE © MANIFOLD ASSEMBLIES NOT TO SCALE 884) R($E~R(H DR L.A. SUIH too IRVINE •CAJ2HB REVIEWED BY: !49,387.13.23 RIDGELHOlol SmithConsulting Architects INSPECTOR "AS-BUILT DATE EXP, 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 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1·~11 CITY. OF CARLSBAD 1rn PLANNING DIVISION IRRIGATION DETAILS SHEA INDUSTRIAL 8131 INNOVATION WAY CARLSBAD, CALIFORNIA 92008 APPROVED !ti,,\ ~ E:H..dr iQ ,2-,. ~'? PLANNING DATE OWN BY PR0JE!CT NO. 11 DRAWING NO. CHKD BY RS FIELD BY SOP 15-09 487-9L DRAWING DATE: 09/24/15 <D 0 ' U') ,... --0) 0 ' U') ,... 0 :::, a. --0') 0 ' U') ,... a. 0 (/) i ii ' Ii, II, m-~--1G) -----EE---------® LEGEND: LLLLLLLLLLLLLLLLL p.3 LLLLLLLLLLLLLL=~----~~ LLLLL LLLLL LLLLL SECTION VIEW 1. BARK MULCH FOR SHRUB AREA PLANTING, SEE PUANTING PUAN FOR DEPTH AND TYPE. 2. FINISHED GRADE. 3. AMENDED SOIL. 4. DRIP TUBING -SEE LEGEND FOR TYPE. 5. DRIPLINE BARB INSERT FITTINGS -SEE LEGEND FOR TYPE. 6. BLANK POLY TUBING -LENGTH AS REQUIRED. 7. DRIP TUBING MALE ADAPTER. 8. PVC LATERAL LINE PIPING INLET OR EXHAUST MANIFOLD. 9. SCH 40 PVC TEE SxSxT, LINE SIZE BY½". Ir I ~: s·-s·~ I I 3 CMITCK RIAt,~ULAh SPACING --r'\.14 INSET A LEGEND: 1. PVC PIPE LATERAL LINE FROM DRIP ZONE KIT. 2. PVC PIPE SUPPLY MANIFOLD. 3. SCH 40 PVC TEE SxSxT OR ELL, LINE SIZE BY½". 4. DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 5. AIR/VACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYP) ON FLAT AREAS PLACE AT END OF DRIP ZONE. 6. IN-LINE DRIP TUBING WITH EMITTERS 12 INCH ON CENTER, MAXIMUM ROW SPACING 14"-16" ON CENTER FOR SHRUB AREAS AND 10"-12" FOR TURF -SEE LEGEND FOR TYPE. EMITTERS TO BE TRIANGULAR SPACING. 7. PVC PIPE FLUSH EXHAUST MANIFOLD. 8. AUTOMATIC DRIP FLUSH VALVE, PLUMBED TO PVC PIPE AT LOW/END OF DRIP ZONE (TYP) -SEE LEGEND FOR TYPE. 9. CONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE (TYPICAL)-SEE INSET "A" 10. DRIP OPERATIONAL INDICATOR-SEE LEGEND FOR TYPE. 11. PLANTER AREA PERIMETER. 12 PERIMETER DRIPLINE PIPE TO BE INSTALLED 6"-8" FROM PERIMETER OF PLANTER AREA, AND MINIMUM 12" CLEARANCE FROM BUILDING. 13. BARB X FEMALE FITTING (TYPICAL), SEE LEGEND FOR TYPE. 14. ¾" PVC NIPPLE, LENGTH AS NECESSARY. t29 DRIPLINE CONNECTION NOTTO SCALE ~ DRIPLINE LAYOUT (TYP) NOT TO SCALE 8" LEGEND: SECTION VIEW • ll) - l ~ 1. (PURPLE) "RECYCLED WATER" 6" PLASTIC ROUND VALVE BOX -HEAT BRAND "FV" ONTO LID. 2 FINISHED GRADE. 3. SCH 40 PVC PIPE EXHAUST HEADER FROM DRIP TUBING. 4 PVC LATERAL (OR EXHAUST HEADER). 5. 112" ROUND WASHED PEA GRAVEL-2.5 CUBIC FEET MINIMUM. 6. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED - EQUALLY SPACED). 7. LANDSCAPE FABRIC. 8. S X ½" SCH. 40 PVC 90 DEGREE ELL (SIZE AS REQUIRED). 9. 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 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER I SHRUB AREAS, AND½" ABOVE FINISHED GRADE IN TURF AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. FLUSH VALVES FOR TURF AREAS SHALL BE PLACED' IN ADJACENT SHRUB PLANTER, NO VALVES ARE TO BE PLACED IN TURF AREAS, VERIFY EXACT LOCATION IN FIELD. L -...J INSET Al I I I sn-8" @7: I 6 ,,_,_,., e.'ITTER mAW,ULsR se~c,% \ \ \ \ \ \ \ \ ~ I I I LEGEND: 1. PVC PIPE LATERAL LINE FROM DRIP ZONE KIT. 2. PVC PIPE SUPPLY HEADER. 3. SCH 40 PVC TEE SxSxT OR ELL, LINE SIZE BY½". 4. DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 5. 6. AIRNACUUM RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LEG CENTERED ON MOUND OR BERM) (TYP) IN-LINE DRIP TUBING WITH TRIANGULAR SPACING EMITTERS 12 INCH ON CENTER, ROW SPACING 14-16 INCHES ON CENTER FOR SHRUB AREAS AND 12 INCHES MAXIMUM FOR TURF AREAS. -SEE LEGEND FOR TYPE. t)=c:;=~=G'.===i::-:=~11 t YNu"Z LLLLL LLLLLLLLLLLL LLLLLLLLI ::i ,_._._,_,_i_,_._1-1-1-~L-4 t 2 DRIP MANIFOLD BURIAL DEPTH I 7. PVC PIPE FLUSH EXHAUST MANIFOLD. I I 8. I AUTOMATIC DRIP FLUSH VALVE, PLUMBED TO PVC PIPE AT LOW/END OF DRIP ZONE (TYP) -SEE LEGEND FOR TYPE. I 9. ½" POLYETHYLENE BLANK TUBING. 10. BARB X BARB INSERT TEE OR CROSS. TYP 11. DRIP OPERATIONAL INDICATOR - SEE LEGEND FOR TYPE. 12. PLANTER AREA PERIMETER. 13. PERIMETER DRIPLINE PIPE TO BE INSTALLED 6"-8" FROM PERIMETER OF PLANTER AREA, MINIMUM 12" DISTANCE FROM BUILDING. 14. PVC PIPE SCH 40 RISER, LENGTH AS REQUIRED. 14"-16" 14"-16" MAXIMUM MAXIMUM MAXIMUM SECTION VIEW LEGEND 1, BARK MULCH FOR SHRUB AREA PLANTING, SEE PLANTING PLAN FOR DEPTH AND TYPE. 2 FINISHED GRADE. 3. AMENDED SOIL INSTALLED AFTER TUBING 4. DRIP TUBING INSTALLATION, 14"-16" ROW SPACING FOR SHRUB AREAS. 5. AMENDED SOIL AS PER LANDSCAPE DRAWINGS. BRING SOIL LEVEL TO 2" 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 2" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. B, INSTALL TUBING ROWS 14"-16" APART IN SHRUB AREAS AND A MAXIMUM OF 12" ROW SPACING FOR TURF AREAS. SECURE TO GRADE USING WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING. C. BACKFILL FINAL 2" OF SOIL AFTER INSTALLATION OF TUBING. 0 DRIP TUBING SHALL BE INSTALLED WITH EMITTERS TRIANGLJI_AR SPACED. DRIPLINE LAYOUT (TYP) NOTTO SCALE -:-, --:.J -:7 _:.J -,I NOTES: LEGEND: PVC PIPE LATERAL LINE FROM DRIP ZONE KIT 2. PVC PIPE LATERAL LINE SUPPLY MANIFOLD. 3. PVC PIPE INLET HEADER. 4. SCH 40 PVC TEE SxSxT, LINE SIZE BY½". 5. DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. 6. AIR/VACUUM 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" ON CENTER IN SHRUB AREAS AND 10"-12" IN TURF -SEE LEGEND FOR TYPE. 8. TEE MALE ADAPTER. 9. PVC PIPE FLUSH EXHAUST MANIFOLD. 10. AUTOMATIC DRIP FLUSH VALVE, PLUMBED TO PVC PIPE AT LOW/END OF DRIP ZONE (TYP) -SEE LEGEND FOR TYPE 11. DRIP OPERATIONAL INDICATOR-SEE LEGEND FOR TYPE. 12. PLANTER AREA PERIMETER. 13. PERIMETER DRIPLINE LATERALS 18" FROM EDGE. REFER TO PIPE INSTALLATION DETAIL FOR DEPTH. 14. PERIMETER DRIPLINE PIPE TO BE INSTALLED 6"-8" FROM PERIMETER OF PLANTER AREA, MINIMUM 12" DISTANCE FROM BUILDING. A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. B. DRIP EMITTER LAYOUT SHALL BE TRIANGULAR SPACED. ® AUTOMATIC DRIP FLUSH VALVE NOTTOSCALE ® DRIPLINE LAYOUT (TYP) NOTTO SCALE ® DRIPLINE LAYOUT (TYP) NOTTO SCALE 8141 RESEARCH DR L.A. sum 200 12 SECTION VIEW LEGEND: 1. ROAD PAVING. 2. UNDISTURBED SOIL. 3. SAND BACKFILL. 4. SLEEVES UNDER ROADS 6" OR LESS IN DIAMETER -36" COVER SCHEDULE 80 PVC. 5. SLEEVES UNDER ROADS GREATER THAN 6" IN DIAMETER -48" COVER SCH EDU LE 80 PVC. 6. PVC SCH. 40 WIRE SLEEVE. 7. SLEEVES UNDER PAVING (NON-ROADS): 6" OR GREATER IN DIAMETER-36" COVER SCHEDULE 40 PVC NOTES: 8 SLEEVES UNDER PAVING (NON-ROADS): 3" -5-112" IN DIAMETER -24" COVER SCHEDULE 40 PVC 9 SLEEVES UNDER PAVING (NON-ROADS): LESS THAN 3" IN DIAMETER-18" COVER SCHEDULE 40 PVC 10. 12" CLEAN COMPACTED BACKFILL. 11. HARDSCAPE / PAVING (NON-ROAD). 12. (2) TWO 3" MINIMUM WIDTH, "PURPLE" RECYCLED WATER, DETECTIBLE METALLIC MARKING TAPES CONTINUOUS ALONG MAINLINE ROUTING. ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF MAINLINE ATTACHED EVERY 5' AND ONE TAPE LOCATED 12" ABOVE MAINLINE. A. SLEEVES SHALL BE TWICE THE DIAMETER OF TH.E PIPE OR WIRE BUNDLE CARRIED. C. SLEEVE LOCATIONS SHALL BE MARKED AT EACH END AT THE TIME OF INSTALUATION WITH A PAINTED SPOT ON THE BACK FACE OF THE CURB OR OTHER SIMI UAR MARKING. D. EXACT SLEEVE LOCATIONS SHALL BE MARKED ON RECORD DRAWINGS WITH DIMENSIONING FOR IRRIGATION AS-BUILT PLANS PRIOR TO BACKFILL. E. FOR RECYCLED WATER USE, INSTALL (PURPLE) "RECYCLED WATER" PVC PIPE WITH WORDS "RECYCLED WATER-DO NOT DRINK" NOTES: /2" LEGEND 6" SECTION/ELEVATION 11 11 I I 11 11 I I 11 111_1 11. 11 1I1 111 1 I 1~111 1--=-111=- 7 1. (PURPLE) "RECYCLED WATER" RECTANGULAR SPECIFICATION GRADE VALVE BOX WITH BOLT DOWN COVER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "PB" ONTO LID. 2. 2-WIRE CABLE. 3 FINISH GRADE. 4. 36" WIRE EXPANSION LOOP TYPICAL 5. BRICK SUPPORTS. 6. PVC ELECTRICAL SWEEP EL. 7. LANDSCAPE FABRIC. 8 314" CRUSHED GRAVEL, MIN. 6" DEPTH. A. SET TOP OF VALVE BOX 112" ABOVE FINISHED GRADE IN TURF AREAS. 3 B IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 112" ABOVE MULCH LAYER, WHICHEVER IS HIGHER. NOTTO SCALE @ WIRE PULL BOX NOT TO SCALE J: . POTABLE WATER LINE t\O""'---,@ f1---->t.r.---,1rr11'=--::rlTTI 1=-=------ 12" MINIMUM REQUIRED 111 111 VERTICAL SEPARATION 111-111 111 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. TAPE AND BUNDLE TO MAINLINE@ 10' O.C. 6. POTABLE WATER LINE. 111 111 11 >k--.:----ill;::;:,:JJ~~~iU,l~~l':!:'11~: -------,@ 7. "PURPLE" RECYCLED WATER PVC PIPE PRESSURE MAINLINE PLACED WITHIN SLEEVE. I 111 -,~-,'±!:~------1.7 1111111 II= 11~....,_II--_,@ SECTION VIEW -NOT TO SCALE NOTES: 8. CONTROL WIRES PLACED WITHIN SLEEVE FOR PAVING AND HARDSCAPE CROSSINGS. A. WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES CROSS, THE RECYCLED LINES SHALL BE INSTALLED IN A CLASS 200 PURPLE COLORED PVC SLEEVE. PVC SLEEVE SHALL EXTEND 10 FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 20 FEET B. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. C. VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABLE WATER LINE. D. ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED. E IF POTABLE WATER LINE HAS LESS THAN (36") COVER, RECYCLED WATER LINE MUST CROSS BELOW POTABLE WATER LINE REFER TO THE WATER AGENCIES' STANDARDS DESIGN GUIDE FOR PIPE SEPARATION REQUIREMENTS. NOTTO SCALE X RECYCLED/ POTABLE PIPE CROSSING --<D I Elli ·:·:· ·:•-tt3+/";=ltfl--{ 2 .. · .. lllj¥ill J;:m~---i3 • I ll-_ -- ~""""'74"""7'1'~F!-Ht----\ 4 I SECTION VIEW DIMENSION A B LESS THAN 3" IN DIAMETER 12" 18" 3" -5-1/2" IN DIAMETER 12" 24" 6" OR GREATER IN DIAMETER 12" 36" LEGEND 1. FINISHED GRADE. 2. CLEAN COMPACTED BACKFILL. 3. UNDISTURBED SOIL. , 4. LATERAL LINE PVC PIPE -SEE LEGEND FOR TYPE, SEE PLANS FOR SIZE. 5. MAINLINE PVC PIPE -SEE LEGEND FOR TYPE, SEE PLANS FOR SIZE ' 6. CONTROL WIRES. TAPE AND BUNDLE TO MAINLINE@ 10' O.C. 7. TWO 3" WIDE, (PURPLE) "RECYCLED WATER", DETECTIBLE METALLIC MARKING TAPES CONTINUOUS ALONG MAINLINE ROUTING. ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF MAINLINE ANO ONE 12" ABOVE THE TOP OF MAINLINE. NOTES: A. LINES MUST HAVE MINIMUM CLEARANCE OF 4" FROM EACH OTHER AND 24" FROM OTHER TRADES. 8. RUN WIRING UNDER MAINLINE. TAPE AND BUNDLE@ 10' O.C. C. TIE A 24" WIRE LOOP IN ALL WIRING AT CHANGES IN DIRECTION. D. CONTRACTOR MUST ADJUST MAINLINE AROUND ALL STREET LIGHT LOCATIONS. E. FOR RECYCLED WATER USE, INSTALL (PURPLE) "RECYCLED WATER" PVC PIPE WITH WORDS "RECYCLED WATER-DO NOT DRINK" PIPE INSTALLATION, NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 1 ·":" II CITY OF CARLSBAD I~ PLANNING DIVISION IRRIGATION DETAILS DATE SHEA INDUSTRIAL 8131 INNOVATION WAY EXP. CARLSBAD, CALIFORNIA 82008 APPROVED !RrUI! • (A n,18 REVIEWED BY: l~~ s: ~,~11-te. '2.&!>-/"5" SmithConsulting Architects H9:311.1313 RIDGELA.cQM DATE BY DESCRIPTION INSPECTOR DATE REVISIONS PLANNING DATE APP"D DWN BY PROJECT NO. 11 DRAWINQ NO. CHKD BY RS FIELD BY SDP 15-09 487-9L DRAWING DATE: 09/24/15 (D 0 ' LO ..-- (/) :'?: -.. 0) 0 ' LO ..-- 0 :::J 0... 0) 0 I LO ..-- 0... 0 (/) I }---+-I" B B OUt-+-----< 3 SECTION VIEW NOTES: '" LEGEND: 1. RIP DEVICE -SEE LEGEND FOR SIZE AND TYPE. . 2. BACKFLOW ENCLOSURE MOUNTED ON CONCRETE PAD. SECURED WITH PADLOCK. 3. BRASS UNION, 2 REQ. 4. BRASS ELL (TYP). 5. SCH 80 PVC NIPPLE -6" MINIMUM 6. MAINLINE TO MASTER VALVE. 7. SCH 80 FEMALE ADAPTER 8. SCH. "K" HARD COPPER MAINLINE FROM METER 9. 12"x12"x12" CONCRETE THRUST BLOCKS-TWO REQUIRED. 10. CONCRETE SLAB -SEE NOTE BELOW. 11 ANCHOR ROD (TYPICAL). 12. BRASS FULL-PORT BALL VALVE, LINE SIZE. 13. BRASS RISER-LENGTH AS REQUIRED, 4 REQ. 14 BRASS BALL VALVE. A CONCRETE SLAB SHALL BE MINIMUM 6" THICK, 18" WIDE, AND EXTEND MINIMUM 8" PAST THE BACKFLOW ASSEMBLY PIPING. B. IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER C. BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE TO GOVERNING CODES AND ORDINANCE. D. WRAP SUBSURFACE BRASS PIPING WITH 10 MILL UPC PIPE WRAP. E. PROVIDE 6" CLEARANCE ALL AROUND ENCLOSURE. SLOPE TO DRAIN AWAY AND FINISH WITH 1/4" ROUND OVER. F. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. PROVIDE ADEQUATE CLEARANCE FOR MAINTENANCE. 112' 2 1/2" 1/2" 10" 5" IRRIGACION CON AGUA REPROCESADA NOLA TOM·~~--~!<-• 5/8" R (4 PLCS) SECTION VIEW -N.T.S. A SIGN MAT'L: .063 THK ALUM (6063T-4) 1" B. SIGN FACE: WHITE REFLECTIVE SHEETING 3M DIAMOND GRADE OR APPROVED EQUAL (PER CALIF. D.0.T. MAT'LS SPECIFICATIONS) COLORS: -WHITE WILL BE USED FOR LETTERING AND THE PICTOGRAM BACKGROUND. -PURPLE (EQUAL TO SPL 71 PEMANENT VIOLET 498) WILL BE USED FOR THE GENERAL BACKGROUND. -BLACK WILL BE USED FOR THE PICTOGRAM OUTLINE -RED WILL BE USED FOR THE "PROHIBIT' SYMBOL. C. SIGN POST INSTALLATION SHALL BE APPROVED BY THE WATER QUALITY TECHNICIAN. D. LOCATION OF SIGNS SHALL BE APPROVED BY THE CITY ENGINEER. BACKFLOW DEVICE NOT TO SCALE K RECYCLED WATER SIGN NOT TO SCALE 4 }-----~ 0 5}-----1 5 1---------r-r ITEM 1. 4 }-----~ 2. 3 4. 5. 6. 7. 8. 5}-----1 ~fr 9. 10. ~ ITEM DESCRIPTION NOTES: 1. THE LISTED PIPE AND FITTINGS ARE INTENDED FOR A 2" WATER SERVICE AND 1" COPPER PIPE AND FITTINGS MAY BE USED FOR WATER SERVICE. 2. THREADED JOINT FITTINGS (NPT) MAY BE USED IN PLACE OF SOLDERED JOINTS SHOWN ON THIS DRAWING. DESCRIPTION (SEE NOTES) 2" COPPER x COPPER UNION 2" x 2" x 2" COPPER TEE 2" MALE x COPPER ADAPTER 2" BALL VALVE WITH HAND LEVER TYPE L COPPER 2" x 1.5" FIRE HOSE FITTING 2" BALL VALVE WITH PADLOCK WING 2" x 2" x 1" C x C x C TEE 3/4" HOSE BIB OR TEST COCK 2" x 3/4" C x MIP ADAPTER SPEC/ DWG REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT CITY c:NGINEER DATE BYPASS TEE FOR.RECYCLED WATER STANDARD DWG NO W-35 BYPASS TEE FOR RECYCLED WATER TESTING NOTTO SCALE LEGEND 1. 3/4" BRONZE BALL VALVE. 2. 1/2" ROUND WASHED PEA GRAVEL, MINIMUM 3 CUBIC FT. 3. APPROVED TIE ROD MIN. 5/8" DIAMETER 4. CONCRETE THRUST BLOCK MINIMUM 1 CUBIC FOOT. 5. MAINLINE FITTING. 1 i-n--~ 6. PVC MAINLINE, DEPTH PER SPECS. (SEE LEGEND FOR TYPE) 11 NOTE: 7. NOMINAL SIZE SOLID BRICK (4 REQ.) 8. LANDSCAPE FABRIC. 9. 314" BRASS NIPPLE, 2 REQ., LENGTH AS REQ. 10. AIR RELEASE VALVE W/ BRASS NIPPLE AND BRASS RETURN BEND ON DISCHARGE PORT. 11 FINISHED GRADE IN SHRUB AREAS. 12 (PURPLE) "RECYCLED WATER" PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER HEAT BRAND "ARV" ONTO LID. INSTALL AIR RELEASE VALVE AT THE HIGH POINT OF THE IRRIGATION MAINLINE, MAINLINE SLOPE SHOWN EXAGGERATED FOR CLARITY, PVC FITTING DEFLECTION SHALL NOT EXCEED MANUFACTURER'S SPECIFICATIONS. INSTALL TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL MAINLINE ARV NOTTO SCALE 1 -FINISHED GRADE. 2 -PLASTIC RECTANGULAR VALVE BOX & COVER 17" L X 12"0 X 11 3/4" W. 3 -PROPORTIONING CAP WITH FEED ADJUSTMENT KNOB, 4 -EZ-FLO SHUT OFF VALVES. 5-EZ-FLO MODEL EZ001-CX FERTILIZING SYSTEM 13" LX 8" DX 11" H. 6 -(FERTILIZER OUT) CONNECT CLEAR TUBE TO GREEN CONNECTIONS ON PROPORTIONING CAP AND COUPLING. 7 -(WATER IN) CONNECT BLACK TUBE TO BLUE CONNECTIONS ON PROPORTIONING CAP AND COUPLING. 8 -1/4" TUBING CLAMP -BOTH THE GREEN AND BLUE COUPLING TUBING CONNECTIONS. 9 -APPROVED BACKFILL. 10 -PVC MAIN LINE TO VALVE MANIFOLD. 11 -EZ COUPLING CONNECTOR-INSTALL ACCORDING TO WATER FLOW DIRECTION ARROW. 12 -1/2" ROUND WASHED PEA GRAVEL (MINIMUM 4" DEPTH). 13 -INLINE THREADED BRASS CHECK VALVE, SIZE PER MAINLINE. 14 -PVC MAIN LINE FROM P.O.C EQUIPMENT. NOTE: ITEMS 3, 4, 5, 6, 7 AND 8 ARE INCLUDED WITH THE EZ-FLO SYSTE.M. ITEM 11 IS PURCHASED SEPARATELY. NOTTO SCALE 8841 R!l!ARCH DR LA ililTE 200 2 !RVlflE • (.A 9.2616 REVIEWED l49.l87.132:i RlDGELA.COM SmithConsulting Architects 14" 12" 12" 0 0 0 0 0 0 0 0 LEGEND: PLAN VIEW 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 I ELL WITH DRIPLINE INSERT FITTING 6 DRIPLINE INSERT CROSS FITTINGS TYP. 7. TREE ROOTBALL. 8. DRIPLINE INSERT TEE FITTINGS TYP. 9 DRIPLINE TUBING CONTINUING TO FLUSH MANIFOLD. 10. XERI-BUBBLER WITH 1032THREADED INLET (2 REQ. PER TREE) SEE LEGEND FOR TYPE. INSTALLED WITH RAIN BIRD MODEL PFR/FRA24, PRE-ASSEMBLED 24" POLYFLEX RISER ADAPTER. TRIM POLYFLEX RISER 4" ABOVE FINISHED GRADE. 11. RAIN BIRD EASY FIT COMPRESSION TEE# MDCFTEE AND FEMALE PIPE THREAD NOTE: ADAPTER# MDCF75FPT. 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 ANO GROUND COVER DRIPLINES. DRIP EMITTERS TO BE PLACED AT TREE ROOTBALL AND ADJUST FLOW PER TREE WATER REQUIREMENT. TREE DRIP-RING LAYOUT NOTTO SCALE SECTION VIEW LEGEND: 1. TREE. SEE PLANTING PLAN FOR SIZE, TYPE AND WATER REQUIRMENT. 2. XERI-BUBBLER WITli 1032 THREADED INLET: SEE LEGEND FOR TYPE. 3. RAIN BIRD MODEL PFRIFRA24, PRE-ASSEMBLED 24" POL YFLEX RISER ADAPTER 4. RAIN BIRD EASY FIT COMPRESSION FITTING TEE# MDCFTEE WITH FEMALE PIPE THREAD ADAPTER# MDCF75FPT. 5. MULCH OR COBBLE COVER, PER LANDSCAPE PLANS. 6. POLYETHYLENE INLINE EMITTER DRIP TUBING, SEE LEGEND FOR TYPE. 7. 9" WIRE STAKES FIVE (5) FEET ON CENTER. 8. FINISHED GRADE 9 AMENDED SOIL, PER LANDSCAPE PLANS. NOTES: A. QUANTITY OF BUBBLERS REQUIRED PER TREE: TWO (2) BUBBLERS REQUIRED FOR 24" BOX TREES AND SMALLER THREE (3) BUBBLERS REQUIRED FOR 36" BOX TREES FOUR (4) BUBBLERS REQUIRED FOR 48" BOX AND LARGER TREES B. PLACE EMITTERS AT EDGE OF ROOTBALL. ADJUST.PER ROOTBALL SIZE, TYPICAL. C. PLACE BUBBLERS PLUMB AND AS CLOSE AS POSSIBLE TO TREE ROOTBALL. D. TRIM POLYFLEX RISER 4" ABOVE FINISHED GRADE. E. ADJUST XERI-BUBBLER'S GPH FLOW BASED ON TREE WATER REQUIREMENT, REFER TO PLANTING PLAN FOR TREE SIZE, TYPE AND WOLCOLS WATER NEED. LEGEND: • -2 • 1 It) -,,--.. ---t-~~.,,~l<.t r ,,--.., 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" 6 INCH PLASTIC ROUND VALVE BOX, HEAT BRAND "ARV" ONTO LID. 3. FINISHED GRADE. 4. PVC PIPE FROM DISCHARGE HEADER, LENGTH AS REQUIRED. 5. NOMINAL.SIZE SOLID BRICK SUPPORTS (3 REQUIRED -EQUALLY NOTES: SPACED). 6. LANDSCAPE FABRIC. 7. 1/2" ROUND WASHED PEA GRAVEL -MINIMUM 4" DEPTH. 8 PVC SCH 40 ELBOW (SxT) OR TEE , 3/4" SIZE. A. USE SCH 40 PVC 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH B. SET TOP OF VALVE BOX 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER I SHRUB AREAS. C USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D INSTALL AIR RELIEF VALVE 18" FROM PAVING. E. AIR VALVES FOR TURF AREAS SHALL BE PLACED IN ADJACENT SHRUB PLANTER, NO VALVES ARE TO BE PLACED IN TURF AREAS, VERIFY EXACT LOCATION IN FIELD. DRIP AIR RELIEF VALVE NOTTO SCALE SECTION VIEW LEGEND: 1. DRIP SYSTEM OPERATION INDICATOR. USE (1) PER ZONE LOCATED AT FLUSH END OF ZONE. 2. FINISH GRADE. INSTALL HEAD½" ABOVE GRADE IN TURF AREAS AND 1" ABOVE GRADE IN SHRUB AREAS. 3. AMENDED SOIL. 4. SUB-SURFACE IN-LINE DRIP TUBING -SEE LEGEND FOR TYPE. DEPTH OF TUBING PER SPECIFICATIONS. 5. ¼" BARB TRANS FER FITTING: 6. ¼" DISTRIBUTION TUBING: (LENGTH AS REQUIRED) NOTES: A. USE XERIMAN TOOL XM-TOOL TO INSERT BARB TRANSFER FITTING DIRECTLY INTO DRIPLINE TUBING. B. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. C. INSTALL POP-UP HEAD½" ABOVE GRADE. TREE XERI-BUBBLER CONNECTION NOTTO SCALE (EB DRIPLINE OPERATION INDICATOR NOTTO SCALE "AS-BUILT" DATE EXP. BY: REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ml CITY OF CARLSBAD I~ PLrANNINQ DMSION IRRIGATION DETAILS SHEA INDUSTRIAL 8181 INNOVATION WAY CARLSBAD, CALIFORNIA ·92009 APPROVED ~ l,_ t:}~_,.;t-~, U>-~'? PLANNING DATE DWN BY PROJECT NO. DRAWING NO. CHKD BY RS INSPECTOR DATE REVISIONS FIELD BY SDP 15-09 487a9L DRAWING DATE: 09/24/15 co a ' LO --CJ) a ' LO ,..- 0 ~ CL --CJ) a ' LO ,..- CL 0 (/) I I 7 I I I I I I ~I w ~I w CJ) ~1 z ~I I-<( :a: I I I PROPOSED BUILDING 1 ~ • 0 , do 00 "-' d a o ,j.' 0 0 0 doo ,j.' 000 / ,i., cj a o a dooo 'IV 000 ,i., doo a a a o o o o a o a o a· o''6'o_a a a_a o o a o o g ~--'E o a o ~~~~~~~~~~fr~~~~~ 07nJO a o a o a a a a o a o o o a o o o 9'¢50 a a a a a a a a o o o o o o·o o1a _O_Q O_Q Q_Q U .. O Q_O 0.0 ,Q O ,(l ,0. Q,.Q,Q .0 0.0 0..0 .Q _a Q_O .O.Q _Q_Q_ Q 0. Q 0. 0 0.10 o o ci o a o a o a a a a a a a a o io 9;,fi o a a a a a a a o a o-o a o a:a o a o a o !J a a o a a a o a o o o o o o o op,,;:i/u_ o u o o o CJ.a a o a o o a o o:i::;_o.q._,-!;l~-O<P° / .u o o o ... o o .a o a ·o·.o···o· a a a :q,_¢ a, a a. o o.o. a .a a _9 __ 9""p._g,,a.~<(,t1fb o ajo .:~.J;,::o~_Q.,U.a.Q. a O O _q o O O O O -Q.ft.q~•tf"{) DO O O O:O O O O O O ·-:·--··----:--0.0..ci:n.Dh.:~qJJ-: ·a....a.Q..Q 22 a o a o o'.o a a a a a "6."-'FO MM,., -. ... _ ··-oooaoaoaaaCJbU"!)•-e'c· c"-"""'¼"'~7)<,l', M MM-i'r, · ..J1.00 0000 7,, M M N M H M M . . ID - MATCHLINE -SEE SHEET 21 . ·'~l I,,, I i: (E-5") J, . . . . ~ljt--------t-.J, ---==+-------1 1~: e: -I Vi GATEWAY ROAD r/) --., 'c,jJ' ::.:c / r.,. R\V < $ 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. NOTES: MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 2:1 SLOPE WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. NO TREES OR TREE CANOPIES ALLOWED IN UTILITY EASEMENTS, TYPICAL. 0 10 20 40 60 SmithConsulting Architects SCALE AND NORTH PLANTING LEGEND SYMBOL TREES: 0 0 0 BOTANICAL/ COMMON NAME ACACIA MELANOXYLON / BLACKWOOD ACACIA ARBUTUS X 'MARINA'/ STRAWBERRY TREE LOPHOSTEMON CONFERTUS / BRISBANE BOX (V\ PLATANUS MEXICANA 'ALAMO'/ \_J_) MEXICAN SYCAMORE RHUS LAN CEA/ AFRICAN SUMAC n TIPUANA TIPU / VTIPUTREE SHRUBS, VINES & GROUNDCOVERS: MINIMUM SIZE 24" BOX STD. 24" BOX STD. 15 GAL . STD. 24" BOX STD. 24" BOX STD. 24" BOX STD. COMMENTS 8'H X 3'W X 1-1/2" CAL. 5'H X 4'W X 1-1/2" CAL. 7'H X 2'W X 1-1/4" CAL. 9'H X 4'W X 1-1/2" CAL. 9'H X 4'W X 1-1/4" CAL. 10'H X 5'W X 1-1/4" CAL. DESCRIPTION PERIMETER SCREENING FLOWERING ACCENT PERIMETER SCREENING PARKING LOT CANOPY TREE PARKING LOT CANOPY TREE PARKING LOT CANOPY TREE QTY. WUCOLS DETAIL 10 LOW A,B,E 18 MOD. A,B,E 47 MOD. A,B,E 12 MOD. A,B,E 43 LOW A,B,E 16 MOD. A,B,E EXISTING PLANT LEGEND SYMBOL BOTANICAL/ COMMON NAME TREES: PLATANUS SPP. I SYCAMORE 0 PODOCARPUS GRACI LI OR I FERN PINE 0 QUERCUS ILEX / COAST LIVE OAK 0 TABEBUIA IMPETIGINOSA / PURPLE TRUMPET TREE SHRUBS AND GROUNDCOVERS: PITTOSPORUM T. 'VARI EGA TA/ VARIEGATED MOCK ORANGE RHAPHIOLEPIS INDICA / INDIAN HAWTHORN ZONE 2 -REFINED LANDSCAPE (100% OF TOTAL LANDSCAPE AREA) MYOPORUM PARVIFOLIUM I MYOPORUM @ (0 @ Q) 0 ~ .. 0 ,, @ 0 CiOCi0Ci6CiOd dddOdOdOd d6d6Ci6d6d Y, AGAVE ATTENUATA / FOX TAIL AGAVE ARCTOSTAPHYLLOS 'SUNSET'/ SUNSET MANZANITA BOUGAINVILLEA 'OO-LA-LA' / DWARF BOUGAINVILLEA CALLISTEMON 'LITTLE JOHN'/ DWARF BOTTLEBRUSH CAREX DIVULSA I BERKELEY SEDGE CEANOTHUS 'CONCHA'/ CALIFORNIA LILAC DIANELLA 'LITTLE REV'/ LITTLE REV FLAX LILY GALVES IA SPECIOSA / ISLAND BUSH SNAPDRAGON HETEROMELES ARBUTIFOLIA / TOYON LANTANA M. 'GOLD RUSH' I YELLOW LANTANA MACFADYENA UNGUIS-CATII / CAT'S CLAW VINE 5 GAL. 5 GAL. 5 GAL. 5 GAL. 1 GAL. 5 GAL. 5 GAL. 1 GAL. 5 GAL. 5 GAL. 5 GAL . MISCANTHUS TRANSMORRISONENSIS / 5 GAL. EVERGREEN MISCANTHUS MUHLENBERGIA RIGENS / DEER GRASS FICUS REP ENS/ CREEPING FIG RHAMNUS C. 'MOUND SAN BRUNO'/ COFFEE BERRY MYOPORUM PARVIFOLIUM / MYOPORUM SALVIA C. 'WINIFRED GILMAN'/ CLEVELAND SAGE WESTRINGIA F. 'MORNING LIGHT'/ COAST ROSEMARY MARATHON II FESCUE MARATHON TURF BIO-RETENTION AREAS: JUNCUS PATENS / CALIFORNIA GRAY RUSH UN-IRRIGATED HYDROSEED MIX': DESCRIPTION: 5 GAL. 1 GAL. STAKED 5 GAL. FLATS 1 GAL. 5 GAL. SOD 4" POTS • BROM US HORDEACEUS / BLANDO BROME ® ~~ 1/~ m • TRIFOLIUM HIRTUM 'HYKON' / HYKON ROSE CLOVER Y, • VULPIA MYUROS 'HIRSUTA' / ZORRO ANNUAL FESCUE TO BE APPLIED WITH: • Conwed 1000 Wood Fiber Hydraulic Mulch • Hydropost Premium Compost • Ecology Control M-Binder/Tack • Biosol Forte 7-2-1 Organic fertilizer • AM 120 Mycorrhizal inoculum • Tri·C Soluble Hu mate • SEED AVAILABLE AT S&S SEEDS (805) 684-0436 "AS-BUILT" DATE 3841 USEARCtt DR L.A. EXP. IUIH 2.00 IRVI!( • C4 9211! REVIEWED BY: i41:la1.1:m RIDGHUGM INSPECTOR DATE PLANT 30" O.C. PLANT 4' O.C. PLANT 3' O.C. PLANT 3' O.C. PLANT 2' O.C. PLANT 6' O.C. PLANT 2' O.C. PLANT 3' O.C. PLANT 6' O.C. PLANT 3' O.C. PLANT 6' O.C. PLANT 3' O.C. PLANT 3' O.C. PLANT 8' O.C. PLANT 4' O.C. PLANT 18" O.C. PLANT 3' O.C. PLANT 3' O.C. PER PLAN PLANT 2' O.C. LBS. PER ACRE 24 LBS. 10 LBS. 6 LBS. 40 LBS. 1500 -2500 LBS. 1000 LBS. 150 LBS. 800 LBS. 60 LBS. 1 LB. SUCCULENT ACCENT EVERGREEN SHRUB FLOWERING SHRUB MASS FLOWERING SHRUB MASS ORNAMENTAL GRASS LARGE SCREENING SHRUB STRAPPY ACCENT FLOWERING SHRUB MASS LARGE SCREENING SHRUB FLOWERING SHRUB MASS FLOWERING VINE ORNAMENTAL ORNAMENTAL GRASS SCREENING VINE LARGE NATIVE SHRUB MASS FLOWERING GROUNDCOVER FLOWERING SHRUB MASS EVERGREEN HEDGE TURF 5 GALLON SHRUBS= 1 GALLON SHRUBS = 33 LOW 365 LOW 411 LOW 655 LOW 2,079 MOD. 77 LOW 18 MOD. 398 LOW 35 LOW 272 LOW 8 LOW 292 MOD. 328 LOW 54 MOD. 201 VERY LOW PER LOW PLAN 142 LOW 298 LOW PER HIGH PLAN 2993 (53%) 2,673 (47%) 2,750 MOD. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. C,D,G,H C,D,G,H C,D,G,H C,D,G,H C,D,G,H C,D,G,H C,D,G,H C,D,G,H C,D,G,H C,D,G,H F C,D,G,H C,D,G,H F C,D,G,H C,D,G,H C,D,G,H C,D,G,H C,D,G,H EXISTING TURF KEYMAP NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING 01VISION PLANTING PLAN SHEA INDUSTRIAL 8131 INNOVATION WAY CARL88AD, CALIFORNIA 92A<HOQ8VM:11 ~~+--+--------------------;I A.PPROVED ~-/ ( ~ r~ l:G ~1 ...... 1:t 1°-2.,. e,<;> ~P~LA~N~N~l~N=G--'-.=~_.c_,_-=-u.:=o-1------DATE :=======;~====.;======: DATE BY DESCRIPTION REVISIONS APP'D DWN BY ____ _ CHKD ey __ R_s __ FIELD BY PRO.IE!CTNO. DRAWING! NO. SOP 15-09 487-9L DRAWING DATE: 09/24/15 (.0 0 I LO ... Cf) 2 --0) 0 I LO ..-- 0 ::, a. --0) 0 I LO ..-- a. 0 Cf) I ,.. 1 I EXISTING 30' ~+---~; \PUBLIC S£W£R ,:,~~~ i I PR/VA[£ STORM t-+-x-='----i I DRAIN EAS£M£ : I '1-------+cJi ~ -i I 0 0 0 I \ I I \ \ I \ \ I \ I \ \~ \ \ \ \ \ ~ L " ' ~. ---""' h -I I I I I MATCHLINE -SEE SHEET 20 PROPOSED BUILDING 1 ~--SOIL SAMPLE LOCATION 1 OF 2 GATEWAY ROAD $ 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. 0 ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLEC-PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. NOTES: MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 2:1 SLOPE WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. NO TREES OR TREE CA_NOPIES ALLOWED IN UTILITY EASEMENTS, TYPICAL. 10 20 40 60 SmithConsultin9 Architects SCALE AND NORTH I I I I I I I I I I C - PLANTING LEGEND SYMBOL TREES: 0 0 0 BOTANICAL/ COMMON NAME ACACIA MELANOXYLON / BLACKWOOD ACACIA ARBUTUS X 'MARINA'/ STRAWBERRY TREE LOPHOSTEMON CONFERTUS / BRISBANE BOX PLATANUS MEXICANA 'ALAMO'/ MEXICAN SYCAMORE RHUS LAN CEA/ AFRICAN SUMAC TIPUANA TIPU / TIPU TREE SHRUBS, VINES & GROUNOCOVERS: MINIMUM SIZE 24" BOX STD. 24" BOX STD. 15 GAL. STD. 24" BOX STD. 24" BOX STD. 24" BOX STD. COMMENTS 8'H X 3'W X 1-112" CAL. 5'H X 4'W X 1-1/2" CAL. TH X 2'W X 1-1/4" CAL. 9'H X 4'W X 1-1/2" CAL. 9'H X 4'W X 1-1/4" CAL. 10'H X 5'W X 1-1/4" CAL. DESCRIPTION PERIMETER SCREENING FLOWERING ACCENT PERIMETER SCREENING PARKING LOT CANOPY TREE PARKING LOT CANOPY TREE PARKING LOT CANOPY TREE QTY. WUCOLS 10 LOW 18 MOD. 47 MOD. 12 MOD. 43 LOW 16 MOD. ZONE 2 -REFINED LANDSCAPE (100% OF TOTAL LANDSCAPE AREA) 0 .. 0 0 ... @ 0 000000000 000000000 00000000< 1841 REIEARCH DR IUITE 200 IRVINE· lA 92618 949.317)323 RID,ELA.CO/.\ AGAVEATTENUATA/ 5GAL. FOX TAIL AGAVE ARCTOSTAPHYLLOS 'SUNSET'/ 5 GAL. SUNSET MANZANITA BOUGAINVILLEA 'OO-LA-LA' / 5 GAL. DWARF BOUGAINVILLEA CALLISTEMON 'LITTLE JOHN'/ 5 GAL. DWARF BOTTLEBRUSH CAREX DIVULSA / 1 GAL. BERKELEY SEDGE CEANOTHUS 'CONCHA'/ 5GAL. CALIFORNIA LILAC DIANELLA 'LITTLE REV'/ 5 GAL. LITTLE REV FLAX LILY GALVES IA SPECIOSA / 1 GAL. ISLAND BUSH SNAPDRAGON HETEROMELES ARBUTIFOLIA / 5GAL. TOYON LANTANA M. 'GOLD RUSH'/ 5 GAL. YELLOW LANTANA MACFADYENA UNGUIS-CATII / 5GAL. CAT'S CLAW VINE MISCANTHUS TRANSMORRISONENSIS / 5 GAL. EVERGREEN MISCANTHUS MUHLENBERGIA RIGENS / 5 GAL. DEER GRASS FICUS REPENS / 1 GAL . CREEPING FIG STAKED RHAMNUS C. 'MOUND SAN BRUNO'/ 5 GAL. COFFEEBERRY MYOPORUM PARVIFOLIUM I FLATS MYOPORUM SALVIA C. 'WINIFRED GILMAN'/ 1 GAL. CLEVELAND SAGE WESTRINGIA F. 'MORNING LIGHT'/ 5 GAL. COAST ROSEMARY MARATHON II FESCUE SOD MARATHON TURF BIO-RETENTION AREAS: JUNCUS PATENS / CALIFORNIA GRAY RUSH UN-IRRIGATED HYDROSEEO MIX': DESCRIPTION: 4" POTS • BROMUS HORDEACEUS / BLANDO BROME • TRIFOLIUM HIRTUM 'HYKON' / HYKON ROSE CLOVER • VULPIA MYUROS 'HIRSUTA' / ZORRO ANNUAL FESCUE TO BE APPLIED WITH: • Conwed 1000 Wood Fiber Hydraulic Mulch • Hydropost Premium Compost • Ecology Control M-Binder/TaC:k • Biosol Forte 7-2-1 Organic fertilizer • AM 120 Mycorrhizal inoculum • Tri-C Soluble Humate 'SEED AVAILABLE AT S&S SEEDS (805) 684-0436 "AS-BUILr DATE L.A. EXP. REVIEWED BY: INSPECTOR DATE PLANT 30" O.C. SUCCULENT 33 LOW ACCENT PLANT 4' O.C. EVERGREEN 365 LOW SHRUB PLANT 3' O.C. FLOWERING 411 LOW SHRUB MASS PLANT 3' O.C. FLOWERING 655 LOW SHRUB MASS PLANT 2' O,C. ORNAMENTAL 2,079 MOD. GRASS PLANT 6' O.C. LARGE SCREENING 77 LOW SHRUB PLANT 2' O.C. STRAPPY 18 MOD. ACCENT PLANT 3' O.C. FLOWERING 398 LOW SHRUB MASS PLANT 6' O.C. LARGE SCREENING 35 LOW SHRUB PLANT 3' O.C. FLOWERING 272 LOW SHRUB MASS PLANT 6' O.C. FLOWERING 8 LOW VINE PLANT 3' O.C. ORNAMENTAL 292 MOD. PLANT 3' O.C. ORNAMENTAL 328 LOW GRASS PLANT 8' O.C. SCREENING 54 MOD. VINE PLANT 4' O.C. LARGE NATIVE 201 VERY LOW PLANT 18" O.C. PLANT 3' O.C. PLANT 3' O.C. PER PLAN PLANT 2' O.C. LBS. PER ACRE 24 LBS. 10 LBS. 6 LBS. 40 LBS. 1500 -2500 LBS. 1000 LBS. 150 LBS. 800 LBS. 60 LBS. 1 LB. SHRUB MASS FLOWERING GROUNDCOVER FLOWERING SHRUB MASS EVERGREEN HEDGE TURF 5 GALLON SHRUBS= 1 GALLON SHRUBS = PER LOW PLAN 142 LOW 298 LOW PER HIGH PLAN 2993 (53%) 2,673 (47%) 2,750 MOD. 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 DETAIL A,B,E A,B,E A,B,E A,B,E A,B,E A,B,E C,D,G,H C,D,G,H C,D,G,H C,D,G,H C,D,G,H C,D,G,H C,D,G,H C,D,G,H C,D,G,H C,D,G,H F C,D,G,H C,D,G,H F C,D,G,H C,D,G,H C,D,G,H C,D,G,H C,D,G,H EXISTING PLANT LEGEND SYMBOL BOTANICAL/ COMMON NAME TREES: G) 0 G PLATANUS SPP. / SYCAMORE PODOCARPUS GRACILIOR / FERN PINE OUERCUS ILEX / COAST LIVE OAK TABEBUIA IMPETIGINOSA / PURPLE TRUMPET TREE SHRUBS AND GROUNDCOVERS: PITTOSPORUM T. 'VARIEGATA / VARIEGATED MOCK ORANGE RHAPHIOLEPIS INDICA I INDIAN HAWTHORN MYOPORUM PARVIFOLIUM / MYOPORUM EXISTING TURF KEYMAP NOTTO SCALE APPROVED FOR PLANTING AND ! IRRIGATION ONLY, INCLUDING PRECISE ' LOCATION OF PLANTING AREAS. ml CITY OF. CARLSBAD IISHi.2~·· 1 PLANNING DIVISION PLANTING PLAN SHEA INDUSTRIAL 8"18'1 INNOVATION WAY CARLSBAD, CALIFORNIA 92009 APPROVED {~~ C3-~\-,% ,~-"Z..>-~~ PLANNING DATE OWN BY l'RC SCI.«>. II DRAWING NO. CHKD BY RS FIELD BY SDP 15-09 487-9L DRAWING DATE: 09/24/15 (/) 2: --0") 0 ' LO -,-- 0 :::) a.. --0") 0 ' LO -,-- a.. 0 (/) ---------=' _l__[_ I ~~ /" --;./,;j'."~1> ?"!1/X '-_-;,/..j-z-' / //·,,,y/ , , ~~c j1:{:~)1~::: 1/; _,_,-I :,: , // ,., ',, ? /,.. ',, / ; / ' ' ' ' /0; /-"'/ ,/ ' ,·>;if, .1_/ 'f::.... Y\;?\,r .- ,-._,;,,""'-,6 Li PROPERTY LINE -1 " I \_EXISTIN~ 30' AllBLIC S(,WER I PRIVAJE STORM ---1/?AIN EASEMENT t,;--, vj i i\h~,--~=-.::::··· =~- i V V • • • • • ~-PROPERTY LINE 000000 0·0 O·O·O·Q· 0 0 PROPOSED BUILDING 2 MATCHLINE -SEE.SHEET 19 0 $ 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. 10 20 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. NOTES: MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 2:1 SLOPE WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. NO TREES OR TREE CANOPIES ALLOWED IN UTILITY EASEMENTS, TYPICAL. 40 60 SmithConsultinq Architects SCALE AND NORTH I '<'"" N I- I w w I (f) I w w (f) I w z _J I I 0 I- <( ~ I I I I I I PLANTING LEGEND SYMBOL TREES: 0 0 0 BOTANICAL/ COMMON NAME ACACIA MELANOXYLON / BLACKWOOD ACACIA ARBUTUS X 'MARINA'/ STRAWBERRY TREE LOPHOSTEMON CONFERTUS / BRISBANE BOX (V\ PLATANUS MEXICANA 'ALAMO'/ \JJ MEXICAN SYCAMORE RHUS LAN CEA/ AFRICAN SUMAC TIPUANA TIPU / TIPU TREE SHRUBS, VINES & GROUNDCOVERS: MINIMUM SIZE 24" BOX STD. 24" BOX STD. 15 GAL. STD. 24" BOX STD. 24" BOX STD. 24" BOX STD. COMMENTS DESCRIPTION 8'H X 3'W X 1-1/2" CAL. PERIMETER SCREENING 5'H X 4'W X 1-1/2" CAL. FLOWERING ACCENT 7'H X 2'W X 1-1/4" CAL. PERIMETER SCREENING 9'H X 4'W X 1-1/2" CAL. PARKING LOT CANOPY TREE 9'H X 4'W X 1-1/4" CAL. PARKING LOT CANOPY TREE 10'H X 5'W X 1-1/4" CAL. PARKING LOT CANOPY TREE ZONE 2 · REFINED LANDSCAPE (100% OF TOTAL LANDSCAPE AREA) @ AGAVE ATTENUA TA I 5 GAL. PLANT 3D" O.C. SUCCULENT FOX TAIL AGAVE ACCENT G) ARCTOSTAPHYLLOS 'SUNSET'/ 5 GAL. PLANT 4' O.C. EVERGREEN SUNSET MANZANITA SHRUB tlovovr:i BOUGAINVILLEA 'OO-LA-LA' / 5 GAL. PLANT 3' O.C. FLOWERING A .A DWARF BOUGAINVILLEA SHRUB MASS @ CALLISTEMON 'LITTLE JOHN'/ 5 GAL. PLANT 3' O.C. FLOWERING DWARF BOTTLEBRUSH SHRUB MASS ~ CAREX DIVULSA / 1 GAL. PLANT 2' O.C. ORNAMENTAL BERKELEY SEDGE GRASS © CEANOTHUS 'CONCHA'/ 5 GAL. PLANT 6' O.C. LARGE SCREENING CALIFORNIA LILAC SHRUB (l) DIANELLA 'LITTLE REV'/ 5 GAL. PLANT 2' O.C. STRAPPY LITTLE REV FLAX LILY ACCENT ® GALVESIA SPECIOSA/ 1 GAL. PLANT 3' O.C. FLOWERING ISLAND BUSH SNAPDRAGON SHRUB MASS 0 HETEROMELES ARBUTIFOLIA / 5 GAL. PLANT 6' O.C. LARGE SCREENING TOYON SHRUB ~ LANTANA M. 'GOLD RUSH'/ 5 GAL. PLANT 3' O.C. FLOWERING YELLOW LANTANA SHRUB MASS ff MACFADYENA UNGUIS-CATII / 5 GAL. PLANT 6' O.C. FLOWERING CAT'S CLAW VINE VINE 0 MISCANTHUS TRANSMORRISONENSIS / EVERGREEN MISCANTHUS 5 GAL. PLANT 3' O.C. ORNAMENTAL 0 MUHLENBERGIA RI GENS / 5 GAL. PLANT 3' O.C. ORNAMENTAL DEER GRASS GRASS ... FICUS REPENS / 1 GAL. PLANT 8' O.C. SCREENING CREEPING FIG STAKED VINE @ RHAMNUS C. 'MOUND SAN BRUNO' I 5 GAL. PLANT 4' O.C. LARGE NATIVE COFFEEBERRY SHRUB MASS m MYOPORUM PARVIFOLIUM I FLATS PLANT 18" O.C. FLOWERING MYOPORUM GROUNDCOVER @ SALVIA C. 'WINIFRED GILMAN'/ 1 GAL. PLANT 3' O.C. FLOWERING CLEVELAND SAGE SHRUB MASS 0 WESTRINGIA F. 'MORNING LIGHT'/ 5 GAL. PLANT 3' O.C. EVERGREEN COAST ROSEMARY HEDGE MARATHON II FESCUE SOD PER PLAN TURF MARATHON TURF QTY. WUCOLS 10 LOW 18 MOD. 47 MOD. 12 MOD. 43 LOW 16 MOD. 33 LOW 365 LOW 411 LOW 655 LOW 2,079 MOD. 77 LOW 18 MOD. 398 LOW 35 LOW 272 LOW 8 LOW 292 MOD. 328 LOW 54 MOD. 201 VERY LOW PER LOW PLAN 142 LOW 298 LOW PER HIGH PLAN DETAIL A,B,E A,B,E A,B,E A,B,E A,B,E A,B,E C,D,G,H C,D,G,H C,D,G,H C,D,G,H C,D,G,H C,D,G,H C,D,G,H C;D,G,H C,D,G,H C,D,G,H F C,D,G,H C,D,G,H F C,D,G,H C,D,G,H C,D,G,H C,D,G,H EXISTING PLANT LEGEND SYMBOL TREES: 0 0 0 BOTANICAL/ COMMON NAME PLATANUS SPP. / SYCAMORE PODOCARPUS GRACILIOR / FERN PINE QUERCUS ILEX / COAST LIVE OAK TABEBUIA IMPETIGINOSA / PURPLE TRUMPET TREE SHRUBS AND GROUNDCOVERS: PITTOSPORUM T. 'VARIEGATA / VARIEGATED MOCK ORANGE RHAPHIOLEPIS INDICA I INDIAN HAWTHORN MYOPORUM PARVIFOLIUM / MYOPORUM EXISTING TURF I I 5 GALLON SHRUBS = 2993 (53%) 1 GALLON SHRUBS = 2,673 (47%) dddd0d00( dddddddd< 00000d00< ii41 RESEARCH D.R L.A. iu1nioo BIO-RETENTION AREAS: JUNCUS PATENS / 4" POTS CALIFORNIA GRAY RUSH UN-IRRIGATED HYDROSEED MIX': DESCRIPTION: • BROMUS HORDEACEUS / BLANDO BROME • TRIFOLIUM HIRTUM 'HYKON' / HYKON ROSE CLOVER • VULPIA MYUROS 'HIRSUTA' / ZORRO ANNUAL FESCUE TO BE APPLIED WITH: • Conwed 1000 Wood Fiber Hydraulic Mulch • Hydropost Premium Compost • Ecology Control M-Binder/Tack • Biosol Forte 7-2-1 Organic fertilizer • AM 120 Mycorrhizal inoculum • Tri-C Soluble Humate • SEED AVAILABLE AT S&S SEEDS (805) 684-0436 PLANT 2' O.C. LBS. PER ACRE 24 LBS. 10 LBS. 6 LBS. 40 LBS. 1500 -2500 LBS. 1000 LBS. 150 LBS. 800 LBS. 60 LBS. 1 LB. 2,750 "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE EXP. IRVIIIE • (A nm REVIEWED BY, iM:iil.J313 RIDGELHOM DATE BY DESCRIPTION INSPECTOR DATE REVISIONS MOD. APP'D C,D,G,H KEYMAP NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1·~~ 11 CITY OF CARLSBAO I~ PLANNING DIVISION PLANTING PLAN SHEA INDUSTRIAL 8131 INNOVATION WAY CARLSBAD, CALIFORNIA 92009 APPROVED le(~ (3:e 0L.6:>ft I e,-z.., . r,:::;. PLANNING DATE OWN BY PROJECT NO. 11 DRAWING NO. CHKD BY RS FIELD BY SOP 15-09 487-9L DRAWING DATE: 09/24/15 (0 0 ' LO ..- -.. cr, 0 ' LO ..- 0 => ll. -.. cr, 0 ' LO ..- ll. 0 en I I I I I I I I I I lcili ___ I---~------ PROPOSED BUILDING 2 ~-PROPERTY LINE C C 0 ---- 10 20 '-11,i,.;,,(·-M,~ ~ ifx'Y'V,~m~ ll!C1 0 SOIL SAMPLE LOCATION 2 OF 2 -MATCHLINE -SEE SHEET 18 v-i (E-jl :> __ :I .. ' PRrJfERTY LINE I R.ilf· f-·I r--·-1 (E-$"') (E-5") I L 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. NOTES: MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 2:1 SLOPE WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. NO TREES OR TREE CANOPIES ALLOWED IN UTILITY EASEMENTS, TYPICAL. 40 60 SmithConsultin9 Architects SCALE AND NORTH PLANTING LEGEND SYMBOL TREES: 0 0 0 BOTANICAL I COMMON NAME ACACIA MELANOXYLON I BLACKWOOD ACACIA ARBUTUS X 'MARINA' I STRAWBERRY TREE LOPHOSTEMON CONFERTUS I BRISBANE BOX PLATANUS MEXICANA 'ALAMO' I MEXICAN SYCAMORE RHUS LAN CEA I AFRICAN SUMAC n _TIPU~NA TIPU I VTIPUTREE SHRUBS, VINES & GROUNOCOVERS: MINIMUM SIZE 24" BOX STD. 24" BOX STD. 15 GAL. STD. 24" BOX STD. 24" BOX STD. 24" BOX STD. COMMENTS 8'H X 3'W X 1-112" CAL. 5'H X 4'W X 1-112" CAL. 7'H X 2'W X 1-114" CAL. 9'H X 4'W X 1-112" CAL. 9'H X 4'W X 1-114" CAL. 10'H X 5'W X 1-114" CAL. ZONE 2 • REFINED LANDSCAPE (100% OF TOTAL LANDSCAPE AREA) @ AGAVEATTENUATAI 5GAL. PLANT 30" O.C. FOX TAIL AGAVE G) ARCTOSTAPHYLLOS 'SUNSET' I 5GAL. PLANT 4' O.C. SUNSET MANZANITA to~o~o~o~i BOUGAINVILLEA 'OO-LA-LA' I 5GAL. PLANT 3' O.C. DWARF BOUGAINVILLEA @ CALLISTE MON 'LITTLE JOHN' I 5 GAL. PLANT 3' O.C. DWARF BOTTLEBRUSH ~ CAREX DIVULSA I 1 GAL. PLANT 2' O.C. BERKELEY SEDGE © CEANOTHUS 'CONCHA' I 5 GAL. PLANT 6' O.C. CALIFORNIA LILAC (i) DIANELLA 'LITTLE REV' I 5 GAL. PLANT 2' O.C. LITTLE REV FLAX LILY ® GALVES IA SPECIOSA I 1 GAL. PLANT 3' O.C. ISLAND BUSH SNAPDRAGON 0 HETEROMELES ARBUTIFOLIA I 5 GAL. PLANT 6' O.C. TOYON ~ LANTANA M. 'GOLD RUSH' I 5 GAL. PLANT 3' O.C. YELLOW LANTANA •• MACFADYENA UNGUIS-CATII I 5 GAL. PLANT 6' O.C. CAT'S CLAW VINE 0 MISCANTHUS TRANSMORRISONENSIS I 5 GAL. PLANT 3' O.C. EVERGREEN MISCANTHUS 0 MUHLENBERG IA RIGENS I 5 GAL. PLANT 3' O.C. DEER GRASS ... FICUS REPENS I 1 GAL. PLANT 8' O.C. CREEPING FIG STAKED @ RHAMNUS C. 'MOUND SAN BRUNO' I 5 GAL. PLANT 4' O.C. COFFEE BERRY m MYOPORUM PARVIFOLIUM I FLATS PLANT 18" O.C. MYOPORUM @ SALVIA C. 'WINIFRED GILMAN' I CLEVELAND SAGE 1 GAL. PLANT 3' O.C. 0 WESTRINGIA F. 'MORNING LIGHT' I 5 GAL. PLANT 3' O.C. COAST ROSEMARY MARATHON II FESCUE SOD PER PLAN MARATHON TURF DESCRIPTION PERIMETER SCREENING FLOWERING ACCENT PERIMETER SCREENING PARKING LOT CANOPY TREE PARKING LOT CANOPY TREE PARKING LOT CANOPY TREE SUCCULENT ACCENT EVERGREEN SHRUB FLOWERING SHRUB MASS FLOWERING SHRUB MASS ORNAMENTAL GRASS LARGE SCREENING SHRUB STRAPPY ACCENT FLOWERING SHRUB MASS LARGE SCREENING SHRUB FLOWERING SHRUB MASS FLOWERING VINE ORNAMENTAL ORNAMENTAL GRASS SCREENING VINE LARGE NATIVE SHRUB MASS FLOWERING GROUNDCOVER FLOWERING SHRUB MASS EVERGREEN HEDGE TURF QTY. 10 18 47 12 43 16 33 365 411 655 2,079 77 18 398 35 272 8 292 328 54 201 PER PLAN 142 298 PER PLAN WUCOLS DETAIL LOW A,B,E MOD. A,B,E MOD. A,B,E MOD. A,B,E LOW A,B,E MOD. A,B,E LOW C,D,G,H I ' ' LOW C,D,G,H LOW C,D,G,H LOW C,D,G,H MOD. C,D,G,H LOW C,D,G,H MOD. C,D,G,H LOW C,D,G,H LOW C,D,G,H LOW C,D,G,H LOW F MOD. C,D,G,H LOW C,D,G,H MOD. F VERY LOW C,D,G,H LOW C,D,G,H LOW C,D,G,H LOW C,D,G,H HIGH EXISTING PLANT LEGEND SYMBOL BOTANICAL/ COMMON NAME TREES.· 0 0 0 PLATANUS SPP. I SYCAMORE PODOCARPUS GRACILIOR / FERN PINE QUERCUS ILEX I COAST LIVE OAK TABEBUIA IMPETIGINOSA I PURPLE TRUMPET TREE SHRUBS ANO GROUNOCOVERS: -. . PITTOSPORUM T. 'VARIEGATA I VARIEGATED MOCK ORANGE RHAPHIOLEPIS INDICA I INDIAN HAWTHORN MYOPORUM PARVIFOLIUM I MYOPORUM EXISTING TURF 5 GALLON SHRUBS= 2993 (53%) dddddddd( dddOdOddO dddddddd( 8841 KESEAR(H DR LA. iUITE 200 !!VltlE • CA !2618 REVIEWED 949.387.1123 RID&ELA,COM 1 GALLON SHRUBS = 2,673 (47%) BIO-RETENTION AREAS: JUNCUS PATENS I 4" POTS CALIFORNIA GRAY RUSH UN-IRRIGA TEO HYOROSEED M/X•: DESCRIPTION: • BROM US HORDEACEUS I BLANDO BROME • TRIFOLIUM HIRTUM 'HYKON' I HYKON ROSE CLOVER • VULPIA MYUROS 'HIRSUTA' I ZORRO ANNUAL FESCUE TO BE APPLIED WITH: • Conwed 1000 Wood Fiber Hydraulic Mulch • Hydropost Premium Compost • Ecology Control M-Binder/Tack • Biosol Forte 7-2-1 Organic fertilizer • AM 120 Mycorrhizal inoculum • Tri-C Soluble Humate • SEED AVAILABLE AT S&S SEEDS (805) 684-0436 PLANT 2' O.C. LBS. PER ACRE 24 LBS. 10 LBS. 6 LBS. 40 LBS. 1500 -2500 LBS. 1000 LBS. 150 LBS. 800 LBS. 60 LBS. 1 LB. 2,750 "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE EXP. BY: DATE BY DESCRIPTION MOD. APP'D INSPECTOR DATE REVISIONS .................... . C,D,G,H I!_!_:·: _iC ,-1 KEYMAP NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I APPROVED PLANNING DWN BY CHKD BY FIELD BY CITY OF CARLSBAD · PLANNH,rQ DIVISION PLANTING PLAN SHEA INDUSTRIAL 8'131 INNOVATION WAY CAALSBAi>, CALIFORNIA 92008 ~\ ~-~b&: te. 'Zf;,.jz::; DATE PROIIECTNO. DRAWING NO. RS SOP 15-09 487-9L DRAWING DATE: 09/24/15 c:o 0 ' I.O .... (/) :'a: --Cl') 0 ' I.O 'r" 0 => Q. Cl') 0 ' I.O 'r" Q. 0 (/) ~~-,------------------+------------,-------.--------------.~-~-=_1 PLANTING NOTES ,-~~-----1(i"\ LEGEND: LEGEND: ._._!f \,V PREVAILING WIND A REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. 1. WALL, FENCE OR TRELLIS, PER PLAN. ,,--,,1 ~---· · __ . 0 .-; .. _·· . 2 1. . i 1. BLACK RUBBER. "CINCH-TIE" (4 TYP.), 2. WATERING BASIN -MIN. 4" DEPTH. REMOVE BASIN PER SPECIFICATIONS. ATTACH WITH B. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE CITY INSPECTOR 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT AFTER MAINTENANCE PERIOD. ROOFING NAILS. INSPECTION SCHEDULES. C. D. E. F. G. H. I. J. K. L. M. N. 0. P. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN .THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. LOCATION OF N.1.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. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION ~ SOILS TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY WHICH HAS BEEN PRE-APPROVED BY THE CITY. TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. THE TEST SHALL INDICATE BUT NOT BE LIMITE_D TO THE FOLLOWING: ORGANIC MATTER CONTENT; N, P, K; pH; EC; SOIL TEXTURE (SILT, CLAY, SAND); RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHY APPEARANCE OR NON-CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE OWNER. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON CENTER SPACING. INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. Q. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. R. s. T. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. DURING THE LENGTH OF THE GUARANTEE PERIOD, BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 3:1 SLOPE WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. U. ANNUAL COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. REQUEST RECOMMENDATION A MINIMUM OF 48 HOURS IN ADVANCE OF NEED FOR DELIVERY V. CONTRACTOR SHALL REPLACE ANY EXISTING PLANT MATERIAL WHICH IS DAMAGED BY CONSTRUCTION OPERATIONS. REPLACEMENT PLANT MATERIAL MUST BE OF MATCHING SPECIES, INSTALLED FROM THE FOLLOWING MINIMUM SIZE: 15-GALLON TREE, 1-GALLON SHRUB, FLATTED GROUNDCOVER AND SODDED TURF. W. INSTALLATIONS THAT ARE ADJACENT OPEN SPACE, NATURALIZED SLOPES OR UNDEVELOPED LAND ARE SUBJECT TO DAMAGE BY RODENTS OR DEER AND SHALL BE TREATED WITH AN APPROPRIATE REPELLENT IN A SPRAY AND/OR TABLET FORM. REPELLEX BY GROPOWER OR APPROVED EQUAL, THAT PROVIDES IMMEDIATE AND LONG TERM PROTECTION, SHALL BE USED. X. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE.ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. SLOPE RE-VEGETATION NOTES SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL ME'ASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD #1 -COVER CROP/REINFORCED STRAW MATTING: • COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND.FAST COVERING GRASSES, CLOVER, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THEN COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. • TYPE OF REINFORCE STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. • REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. B. STANDARD #2 -GROUND COVER • ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). C. STANDARD #3 -LOW SHRUBS • LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4 -TREES AND/OR LARGE SHRUBS ' • TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FRo'M A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. SLOPES -6:1 OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #_1 (EROSION CONTROL MATTING INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING INSTALLED IN LIEU OF A COVER CROP), #2, #3 AND #4. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. 3. FINISH GRADE. 4. AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS. 6. ROOTBALL OF PLANT-MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. PLACE AS CLOSELY AS PRACTICAL TO WALL, FENCE OR TRELLIS. 7. EXISTING SOIL. 8. "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. 9. ADJUST NURSERY STAKE TO LEAN AGAINST WALL FOR VINE SUPPORT. VINE PLANTING lD SECTTON LEGEND: 1. LOCATE PLANTS WITH EQUAL SPACING AS INDICATED ON PLAN, TRIANGULAR SPACING. 2. 24" CLEAR VEHICLE OVERHANG ZONE - LOW (MAX. 8" HT.) GROUND COVER ONLY. 3. CURB 4. SPRINKLER HEAD -LOCATE BETWEEN PARKING STALLS WHENEVER POSSIBLE - MAX. 6" POP-UP WHEN LOCATED IN VEHICLE OVERHANG ZONE. 5. VEHICLE ®0 1 I 01 • • 6. 1/2 SPACING FOR SPECIFIED PLANT MATERIAL PLAN VIEW PLANTING AT PARKING EDGE ., l II_ ,,WI LEGEND 2.5 X DIA. OF ROOTBALL .i to 1 ~- 1,,,-11 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. PERMANENT WATERING BASIN -MIN. 6" DEPTH 3. EXISTING SLOPE 4. AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP OR WATER SETTL-:C SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8. "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. NOTES: A. REAR OF PLANTING PIT SHALL BE GRADED TO A MAXIMUM 1:1 SLOPE B. EROSION CONTROL FABRIC SHALL BE INSTALLED ON SLOPE TO CONTROL EROSION WHILE PLANT ESTABLISH SHRUB PLANTING ON SLOPE NOTTO SCALE • NOTTO SCALE NOTTO SCALE C ':,,.a'k~---i=rif'',,;>,,==='!ef, -- 2 X DIA. OF ROOTBALL . · 7 LEGEND 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. PERMANENT WATERING BASIN -MIN. 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISH GRADE. 4. AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8. "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. SHRUB PLANTING NOTTO SCALE LEQUALk Ii Ii NOTES A ALL SHRUBS /GROUND COVERS SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. PLANT SPACING PARKWAY WIDTH PER PLAN . ... --~ ~ 11=1 I: LEGEND 1. CONCRETE CURB PER PLAN 2. CONCRETE SIDEWALK PER PLAN 3. TURF PARKWAY PER PLAN 4. STREET TREE PER PLAN 5. 24" DEPTH LINEAR ROOT BARRIER -CONTINUOUS ALONG CURB EDGE WITH A MINIMUM LENGTH OF 10' FROM TREE TRUNK ON EACH SIDE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 6. 18" DEPTH LINEAR ROOT.BARRIER -CONTINUOUS ALONG SIDEWALK EDGE WITH A MINIMUM LENGTH OF 10' FROM TREE TRUNK ON EACH SIDE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. NOTE: ROOT BARRIER AS MANUFACTURED BY 'DEEP ROOT PARTNERS', (800) 458-7668 OR APPROVED EQUAL. E ROOT BARRIER PLAN VIEW 2. LODGE POLE PINE STAKE (2 TYP.), PER SPECIFICATIONS. KEEP CLEAR OF ROOTBALI. AND DO NOT ALLOW TO EXTEND INTO TREE CANOPY. USE 2" DIA. X 10' STAKES FOR TREES 24" BOX AND SMALLER, AND 3" DIA. X 10' STAKES FOR TREES 36" BOX THROUGH 48" BOX. 3. WATERING BASIN, 3" MINIMUM DEPTH. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISHED GRADE. 5. AMENDED BACKFILL PER SPECIFICATIONS. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. @---I I , 8. SCARIFY SIDES AND BOTTOM OF ~--PLANTING PIT. A I a 1.!i 2 X DIAMETER 11 OF ROOTBALL SECTION 9. ARBOR-GARD TRUNK PROTECTOR FOR TREES LOCATED IN TURF AREAS. 10. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 11. INSTALL #UB24-2 ROOT BARRIER, AS MANUFACTURED BY DEEP ROOT, (800) 458-7668, AT ALL TREES WITHIN 5' OF HARDSCAPE, OR AS SHOWN ON PLANTING PLAN, MINIMUM 10' LENGTH, INSTALLED AT EDGE OF ADJACENT HARDSCAPE. 12. ADJACENT HARDSCAPE (WHERE OCCURS). NOTE: MAINTAIN TURF 12" CLEAR FROM BASE OF TRUNK. TREE PLANTING & STAKING NOTTO SCALE • C, • I "') PREVAILING WIND STAKE LOCATIONS -PLAN VIEW Jsrr SPEcJ 2X DIA. OF ROOTBALL SECTION LEGEND: 1. BLACK RUBBER "CINCH-TIE" (4 TYP.), PER SPECIFICATIONS. ATTACH WITH ROOFING NAILS. 2. LODGE POLE PINE STAKE (2 TYP.), PER SPECIFICATIONS. KEEP CLEAR OF ROOTBALL AND DO NOT ALLOW TO EXTEND INTO TREE CANOPY. USE 2" DIA. X 10' STAKES FOR TREES 24" BOX AND SMALLER, AND 3" DIA. X 10' STAKES FOR TREES 36" BOX THROUGH 48" BOX. 3. WATERING BASIN, 3" MINIMUM DEPTH. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT . 4. FINISH GRADE OF EXISTING SLOPE. 5. AMENDED BACKFILL PER SPECIFICATIONS. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT . 9. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 10. FINISH GRADE OF SLOPE AFTER PLANTING-SHALL NOT EXCEED 1:1 GRAD!ENT. INSTALL EROSION CONTROL FABRIC AS REQUIRED TO CONTROL EROSION DURING PLANT ESTABLISHMENT. TREE PLANTING & STAKING ON SLOPENOTTOSCALE APPROVED FOR PLANTING AND IRRIGATION rONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. •AS-BUIL r REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIVISION DATE '!841 RESEARCH DR LA. EXP, iUllE 200 IRVIN!· CA 22618 REVIEWED BY: 949.387.1323 RldGElA.COM SmithConsulting Architects DATE BY INSPECTOR DATE DESCRIPTION APP'D REVISIONS APPROVED PLANNING PLANTING DETAILS SHEA INDUSTRIAL 8131 INNOVATION WAY CARLSBAD, CALIFC>RNIA 82008 OWN BY LA I PROJECT NO. I DRAWINGI NO. 487-9L CHKD BY_.;._Rc;.S __ FIELD BY _ SOP 15-09 . DRAWING DATE: 09/24/15 (!) 0 ' I.{) .... Cf) ~ --CJ) 0 ' I.{) .... 0 :::i 0... --CJ) 0 ' I.{) .... 0... 0 Cf) I ~----------- SECTION 02514 PORTLAND CEMENT CONCRETIE 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 RELA TIED 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 F. ASTM C94 Concrete Aggregates. 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 eac;h set of test cylinders taken. 1.07 SUBMITTALS A. Submit product data under provisions af the UBC, current edition. 8. 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 CONCRETIE MATIERIALS 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 MA TIERIALS A. Conform to ACI 301. 8. 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. 8. Welded Steel Wire Fa bric: Plain type, ANSI/ ASTM A 185; 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 af 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 8. 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. B. 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 minimum 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. B. 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. B. 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. B. Hot Weather Placement: ACI 301. SmithCoosultmg Architects 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 pavin,9 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 ofter 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 apply following finishes after surface by floating. Da 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 ore 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 pavers 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 has 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 to 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 - i. Concre.te Mix Design: An extremel),' 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 a 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, cover 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-Hard.ened Concrete System: All concrete flotwork 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 Sealer: 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 aggregate surface with a mild muriatic acid solution (usually a 10: 1 dilution) that has been thoroughly rinsed with water and cleaned with diluted Lithochrorhe "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. B. Maintain records of placed concrete items. Record date, location of pour, quantity, air temperature, and test samples taken. 3.09 PROTECTION A. Immediately after 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. CITY OF CARLSBAD PLANNING DIVISION DATE 3841 RESEAR(H DR LA. EXP. SU.IH.260 IRVINE· CA 92618 REVIEWED BY: 94l.S87J323 !IPGHA.COM INSPECTOR DATE SPECIFICATIONS SHEA INDUSTRIAL 8131 INNOVATION WAY CARLSiBAD, CALIFOl'INIA D.821K008XH:I. , --+--+-----------------1------il-A~P· P_R_o_.v_E_o_,__.:c~-=-/i('--'=\...,_...e:i.""'"=>~~-~ r?...J?\ 4c:. i-2l-A PLANNING DATE BY DESCRIPTION APP'D REVISIONS OWN BY_~L"-A~- CHKD BY __ R_S __ FIELD BY PROJECT NO. SOP 15-09 II DRAWING NO. 487-9L DRAWING DATE: 09/24/15 '--___ --~ I <D 0 ' LO ...... --O'l 0 ' LO ...... Cl ::J a. --O'l 0 ' LO ...... a. Cl (/) ' SECTION 02811 LANDSCAPE IRRIGATION SYSTEM RECLAIMED WATER Note: In case of conflicts, City of Carlsbad Standard specifications shall take precedence. Part 1 -GENERAL 1.01 SUMMARY A. B. It is the intent of the specifications and d awings that the finished system is complete in every respect and sha.11 be rea.Iy for operation satisfactory to the Owner. The work shall include all materials, labor, • ervices, transportation, and equipment necessary to perform the work· ds indicated on the drawings, in these specifications, and as necessary to cbmplete the contract. 1.02 CONSTRUCTION DRAWINGS A. B. C. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be requirecj. The Contractor shall carefully investigate the structural and finished. condJtions affecting all of his work and plan his work accordingly, furnishing such f1~tings, etc. as may be required to meet such conditions .. Drawings are ge. nera. l!y diagrammatic and indicative of the work to be installed. The work shall b~ . installed in such a manner as to avoid conflicts between irrigation systems, ranting, and architectural features. All work called for on the drawings by notes or details shall be furnished and installed whether or n. ot specifically m¢. ntion~led. in the specifications. When an item is shown on the plans but not s.hown on the specifications or vice versa, it shall be deemed to be as shown on bot . • The Architect shall have final authority for clarification. When a conflict eccurs between an item shown on the plan and as shown on the specifications, the Architect shall have final authority for clarification. . I The Contractor shall not wilfully install. the ,Irrigation system as shown on the drawings. when it is obvious in the fiel .. d tha~ obstructions, grade differences or discrepancies in area dimensions exist that l_might not have been considered in engineering. Such obstructions or differencps should be brought to the attention of the Architect as soon as detefted. In the event this notification is not performed, the Irrigation Contractor hall assume full responsibility for any revision necessary. 1.03 QUALITY ASSURANCE A. B. C. D. E. Provide at least one English speaking perso . who shall be present at all times during execution of this portion of the wor and who shall be thoroughly familiar with the type of materials being in I tailed and the manufacturer's recommended methods of installation and ho shall direct all Work performed under this section. Manufacturer's directions and detailed drawi gs shall be followed in all cases where the manufacturer of articles used in this contract furnishes directions covering points not shown in the drawings • nd specifications. All local, municipal and state laws, rut.es a d 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 s[e.cifications 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 q ality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall tak~precedence. All materials supplied for this project ,shall be new and free from any defects. All defective materials shall be replaced im ediately at no additional cost to Owner. The Contractor shall secure the required licr,nses and permits including payments of charges and fees, give requiref! notices to public authorities, verify permits secured or arrangements ma e by others affecting the work of this section. 1.04 SUBMITTALS 2. 4. 1. 2. 3. A. Materials List: 1. After award of contract and before an delivered to the job site, submit to th irrigation systems, materials, or proces installed as part of this contract.' irrigation system materials are Owner a complete list of all es proposed to be furnished and Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, furnis .the manufacturer's recommendations as to the method of installation. 3. No substitutions will be allowed wi,thout prior written acceptance by the Architect or Owner's authorized represe tative. Manufacturer's warranties shall not relieve the ·rontractor of his liability under the guarantee. Such warranties shall only· upplement the guarantee. B. Substitutions: If the lrriga.tion Contractor wish.es to s•,. ubst···1~tute any equipment or materials for these equipment or materials listed on the irrigation drawings and specifications, he may do so by provi9ing t e following information to the Architect or Owner's authorized representat ve for approval. Provide a written statement indicating the recs n for making the substitution. Provide catalog cut sheets, technical data, and performance information for each substitute item. Provide in writing the difference in installed pri e if the item is accepted. 1.05 EXISTING CONDITIONS A. B. C. D. E. The Contractor shall verify and be far,:iiliar ith the locations, size and detail of points of connection provided as the so~rce of water, electrical supply, and telephone fine connection ta the irrigation lystem. Irrigation design is based on the availqble . tatic water pressure shown on the drawings. Contractor shall verify static wa er on the project prior to the start of construction. Should a discrepancy exist, notify the Architect and Owner's authorized representative prior to 9eginning construction. Prior to cutting into the soil, the Contractqr shall locate all cables, conduits, sewer septic tanks, and other utilities. as are commonly encountered underground and he shall take proper• precqutions not to damage or disturb such improvements. If a conflict exisls between such obsta?les and the proposed work, the Contractor shall promptly notify the Architect and Owner who will arrange for relocations. The lrriga}ion Contractor will proceed in the same manner if a rock layer or any other uch conditions are encountered. The Contractor shall protect all existing uti ities and features to remain on and a1'jacent to the project site during co struction. Contractor shall repair, at his own cost, all damage resulting• from his operations or negligence. The Irrigation Contractor shall coordinate w th the General Contractor for installation of required sleeving as shown o the plans. 1.06 INSPECTIONS A. The Contractor shall permit the Architect and Owner's authorized representative to visit and inspect at all times any part of the work and shall provide safe access for such visits. B. Where the specifications require work to be tested by the Contractor, it shall not be covered aver 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 sa 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 ta 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 ta 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 fang 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 cf tools, equipment, rubbish and debris which shall be disposed of off-site in a legal disposal area. 1.09 TURNOVER ITEMS A. B. C. Record Drawings: 1. Record accurately on one set of contract drawings all changes in the work constituting departures from the original contract drawings. 2. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the Architect or Owner's authorized representative. Prior to final inspection of work, submit record drawings to the Architect or Owner's authorized representative. 3. Dimensions from/to permanent points of reference such as buildings, sidewalks, curbs, etc. shall be shown. Data on record drawings shall be recorded on a day to day basis as the project is being installed. All lettering on drawings shall be minimum 1 /8 inch in size. · 4. Show locations and depths of the following items: a. Point of connection (including water meters, backflow preventors, master control valves, etc.) b. Routing of sprinkler pressure lines ( dimensions shown at q maximum of 100 feet along routing and at all changes in direction) c. Gate valves d. Automatic remote control valves e. Quick coupling valves f. Routing of control wires g. Irrigation controllers h. Related equipment ( as may be directed) 5. Maintain record drawings on site at all times. Upon completion of work, transfer all as-built information and dimensions to a clean set of bond prints, using red, waterproof ink .and submit to the Landscape Architect. Landscape Architect shall be responsible for drafting the final as-built plans, based on dimensions provided by the Contractor, and submitting to the City for review and approval prior to release of securities. 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 cf plastic, each piece being a minimum 5 mils in thickness. Operation and Maintenance Manuals: 1. Two individually bound copies of operation and maintenance manuals shall be delivered to the Architect or Owner's authorized representative at least 10 calendar days prior to final inspection. The manuals shall describe the material nstalled and the proper operation of the system. 2. Each complete, bound manual shall include the following information: a. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including names and addresses of local manufacturer representatives. b. Operating and maintenance instructions for all equipment. c. Spare parts lists and related manufacturer information for all equipment. SmithConsulting Architects 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. Twa 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. 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. B. The Owner's authorized representative shall have final authority on all portions of the work. C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the owner's satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the work. 1.11 GUARANTEE A. The entire sprinkler system, including all work done under this contract, shall be unconditionally. guaranteed against all defects and fault of material and workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the filing of the Notice of Completion. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to owner within ten (10) calendar days cf receipt of written notice from Owner. When the nature of the repairs, as determined by the Owner, constitutes an emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the Owner by the Contractor, all at no additional cost to the Owner. B. Guarantee shall be submitted on Contractors own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and . tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period cf 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. D. Non-pressure lines 3/4 in.ches 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. 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 "Afertline" or equal. 2.03 METAL PIPE AND FITTINGS A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 1.25 pounds, Schedule 40 screwed pipe. B. Fittings shall be medium brass, screwed 125-paund class. C. Copper pipe and fittings shall be Type "K" sweat soldered. 2.04 PLASTIC PIPE AND FITTINGS A. B. 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 fittings and Schedule 40 for non-pressure 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 canfarm ta ASTM D2466 and D2467. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform ta ASTM D1785. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM 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 B-62 bronze body, bonnet and wedge, silicon bronze stem, and malleable iron han.dwheel. 3. All Gate valves shall have a minimum working pressure of not less than 150 psi and shall conform to AWWA standards. B. Quick Coupler Valves: 1. Quick coupler valves shall be of the manufacturer, size, and type indicated an the drawings. 2. Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall have 3/4 female threads opening at base, with two-piece body. Valves to be operated only with a coupler key, designed for that purpose. Coupler key is inserted into valve and a positive, watertight connection shall be made between the coupler key and valve. Hinge cover shall be the locking type constructed of brass with a rubber-like vinyl cover. Vinyl quick coupler cover to be purple in color with the words "WARNING -RECLAIMED WATER -DO NOT DRINK" permanently marked on the lid. C. Automatic Control Valves: 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Automatic control valves shall be electrically operated. D. Anti-drain Valves: 1. Anti-drain valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Anti-drain valves shall have 18-8 stainless steel springs and valve stems with Buna-N seals. 3. Anti-drain valves will have threaded connections the size of the riser or pipe they are to be installed onto, or the next available size. No slip connection anti-drain valves are allowed. 2.07 VALVE BOXES A. Valve boxes shall be fabricated from a durable, Weather-resistant plastic material resistant to sunlight and chemical action of soils. B. The valve box cover shall be purple in color and permanently marked with the words "WARNING -RECLAIMED WATER -DO NOT DRINK". Valve box cover shall be secured with a hidden latch mechanism or bolts. C. The cover and box shall be capable of sustaining a load cf 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. CITY OF .CARLSBAD PLANNING DIVISION 1841 REIEARCH DR SUITE 200 IRilHE ·[~91618 949.387cl323 RiDGELMO.I! L.A. EXP. REVIEWED BY: INSPECTOR DATE DATE BY DESCRIPTION DATE REVISIONS APP'D APPROVED PLANNING SPECIFICATIONS SHEA INDUSTRIAL 8131 INNOVATION WAY CARLSBAD, CALIFORNIA 82009 DWN BY, __ L_A~- CHKD BY __ R_S __ I PRO.IECTNO. . SOP 15-09 11 DRAWING NO. 487-9L FIELD BY DRAWING DATE: 09/24/15 (!) 0 ' LO ,..- Cl) ~ --(j) 0 I LO ,.- 0 ::J a.. --(j) 0 ' LO ,..- a.. 0 Cl) j ,I D. E. F. 2.08 A. B. 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 1 O" circular size. Valve box covers shall be marked with either "GV" or "QCV" "heot branded" onto the cover in 2-inch high letters/numbers. AUTOMATIC CONTROLLER Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. 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 pocket 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 hove a color coded purple cap with reclaimed water warnings embossed on the top surface. Riser heads shall have a self adhesive reclaimed water sticker placed on the riser directly below the sprinkler body. All reclaimed water warnings shall be in English and Spanish and have the international symbol for "Do Not Drink". All reclaimed water warnings shall be as required by the local water utility. 2.12 MISCELLANEOUS EQUIPMENT Rain sensor shall be of the manufacturer, size, and type indicated on the drawings. Part 3 EXECUTION 3.01 SITE CONDITIONS A. Inspections: 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations. B. Discrepancies: 1. In the event of discrepancy, immediately notify the Architect or Owner's authorized representative. 2. Do not proceed with installation in areas of discrepancy until all discrepancies hove 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: E. F. 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all other work. 2. All scaled dimensions ore approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under th is section. 3. Exercise extreme core in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. Diagrammatic Intent: The drawings ore essentially diagrammatic. The size and location of equipment and fixtures are drown to scale where possible. Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to ovoid 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. 3.02 3.03 3.04 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 mode at no additional expense to Owner. H. Electrical Service: A. B. C. D. E. A. B. C. D. E. A. B. C. 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. 2. Contractor shall make 120 volt connection to the irrigation controllers. Electrical power source to controller locations shall be provided by others. TRENCHING 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 sub grade. Provide minimum cover of 24 inches on pressure supply lines 2 ½ inches and smaller. Provide minimum cover of 18 inches for control wires. Provide minimum cover of 12 inches for non-pressure lines. Pipes installed in a common trench shall hove a 6 inch minimum space between pipes. BACKFILLING Backfill material on all lines shall be the some as adjacent soil free of debris, litter, and rocks over ½-inch in diameter. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. Flooding in lieu of tamping is not allowed. Under no circumstances shall truck wheels be used to compact backfill. Provide sand backfill a minimum of 6 inches over and under all piping under paved areas. PIPING Piping under existing pavement may be installed by jocking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. Cutting or breaking of existing pavement is not permitted. 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 hove 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. Centerlood 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 on all threaded plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be mode 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 CONTIROLLER 3.06 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. A. B. CONTROL WIRING Low voltage control wIrIng shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20 feet. SmithConsulting Architects C. D. E. All connections shall be of an approved type and shall 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 F. Pull boxes for the low voltage control wires shall be provided at a spacing of 480 feet on center along the wire route. An expansion loop of 24 inches shall be provided at each control wire pull box. 3.07 VALVES A. Automatic control valves, manual valves, gate valves, and ball valves are to be installed in the approximate locations indicated on the drawings. B. Valve shall be installed in shrub areas whenever possible. C. Install all valves as indicated in the detail drawings. D. Valves to be installed in valve boxes shall be installed one valve per box. 3.08 VALVE BOXES A. Valve boxes shall be installed in shrub areas whenever possible. B. Each valve box shall be installed on a foundation of 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. C. Riser nipples shall be of the same size as the riser opening in_ the sprinkler body. D. Pop~up sprinkler heads shall not be installed using side outlet openings. 3.11 MISCELLANEOUS EQUIPMENT A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. B. Quick coupler valves shall be set approximately 12 inches from walks, curbs, header boards, or paved areas where applicable. C. Unless designed as on integral port of the irrigation head, anti-drain valves will be installed under every head. The anti-drain valve will be the some 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 ofter flushing the system hos 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 ore 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 hos been observed, tested and accepted by the Architect, Owner, and governing agencies. B. The Contractor shall be solely responsible for notifying the Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. C. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage the planted areas is complete and adequate in the presence of the Architect. for 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 During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation coverage to all inte.nded plantings. 3.16 COMPLETION CLEANING Cleon-up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIVISION DATE 8841 REIEIRCH DR L.A. EXP. IUITE 200 IR1/INE •(A 92618 REVIEWED BY: 949.387.1323 IJUGELA.COM DATE BY INSPECTOR DATE DESCRIPTION APP'D REVISIONS APPROVED PLANNING SPECIFICATIONS SHEA INDUSTRIAL 8131 INNOVATION WAY CARLSBAD, CALIFORNIA 92009 DWN BY __ LA __ CHKD BY __ RS __ FIELD BY PROJECT NO. SDP 15-09 DRAWING NO. 487-9L DRAWING DATE: 09/24/15 co 0 ' I.() ~ --(j) 0 ' I.() ~ 0 ::, a.. --(j) 0 ' I.() ~ a.. 0 (f) . ""71· . ' . ' '1 ' SECTION 02950 LANDSCAPE PLANTING Part 1 -GENERAL 1.01 WORK INCLUDED A. Soil Preparation. B. Planting. C. Stoking. 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 ore subject to inspection ofter confirmation of ordering. 2. Materials are subject to inspection at place of growth and upon delivery, for conformity to specifications. Inspection, approval and rejection can also take place at other times during progress of work. 3. Request, in writing, inspection of plant materials at place of growth. Identify place of growth, and quantity of plants to be inspected. 4. As described in the planting notes for tree tagging, the Architect may opt to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit the nursery and select trees conforming to specifications prior to review by the Architect. 1.04 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 low. 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 boll 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 core 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 ore 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 hove 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 ofter 90 day maintenance agreement expiration. Port 2 -PRODUCTS 2.01 MATERIALS A. The following organic, soil amendments and fertilizer are to be used for bid purposes only. Specific amendments and fertilizer will be selected and specified after rough grading operations are complete and Contractor hos 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 on 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-potosh. 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-potosh, 2.6-combined calcium, 1.6-combined sulphur, 0.35-iron elemental from ferrous sulfate. Provide in 21 gram tablets manufactured by Agriform, or other approved. 3. Hydroseeding Fertilizer: provide ammonium phosphate which consists of the following percent by weight and mixed by a commercial fertilizer supplier: 16-nitrogen, 20-phosphoric acid, 0-potosh. 4. Pre-Sod fertilizer: Provide type consisting of the following percents by weight and mixed by a commercial fertilizer supplier: 16-hydrogen, 20-phosphoric acid, 8-potosh. 5. Sulphate of potash: 0-0-50. 6. Single super-phosphate: Commercial product containing 18 to 20 percent available Phosphoric Pentoxide, or other approved. 7. Urea formaldehyde: 38-0-0. 8. Hydroseeding fertilizer: provide omonium phosphate which consists of the following percent by weight and mixed by a 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 than 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 Agriculture's regulation for nursery inspections, rules and ratings. Provide plants with a normal habit of growth, sound, healthy, vigorous and free from insect infestations, plant diseases, sunscalds, and other disfigurements. Ensure tree trunks ore sturdy and hove well hardened systems and vigorous and fibrous root systems which ore not root or pot-bound. In the event of disagreement as to condition af 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 ore 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 ore found to be defective, the entire lat 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 th.at normally expected for species and variety of commercially available nursery stock or as specified on drawings. The minimum acceptable size of plants measured before pruning with the branches in normal position, must conform with the measurements specified in plant list. If approved by The Owner, larger sized plants may be used, but without additional cost. If larger plants ore approved for use, the ball of earth or spread of roots for each plant will be increased proportionately. 3. Plants not meeting requirements of these specifications are considered to be defective whether in place or not. They must be immediately removed and replaced with new acceptable and approved plants of the required size, species and variety at no additional cost to the Owner. 4. Pruning: Do not prune, trim, top or alter the shape of trees or plants except as approved. 5. Provide plant material true to botanical and common name and variety as specified in Annotated Checklist of Woody Ornamental Plants in California, Oregon and Washington, J)Ublished 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-bo.und 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 ore aesthetically desirable and ore good examples of the species. Trees with gashes, misshapen trunks or branches, topped leaders, structural defects, badly crossed branches, or other visual defects will not be accepted. 9. Seed: 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 a consistent texture whichdisperses evenly and remains suspended in agitated water. Provide with a temporary green dye and the following percentage property analysis: moisture content 9 plus or minus 0.8; 3 o.d. basis; organic matter 99.2 plus or minus 0.8; ash content 0.8 plus or minus 0.2; pH 4.8 plus or minus 0.5; water holding capacity ( grams of H20 per 1 OOgroms 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 Coppernophthonote 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 stokes. SmithConsulting Architects 2. Ties: Provide rigid tie s.tock No. CT, size corresponding to tree box size as manufactured by VIT Company or other approved. K. Tree Paint: Provide Morrison Tree Seal, Cabot Tree Point, or other approved. L. Water: Provide clean, potable water. M. Mulch: Provide dork brown; medium grind bark, consisting of organic, fibrous, woody bark mixture of varied particle size such that 90 to 100 percent posses 1 inch sieve, 80 to 100 percent posses 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 a pleasant musty or moldy soil-like odor. Putrid, ammonia and sour-smelling materials will be deemed unacceptable. Recycled construction materials Will not be permitted. N. Wood Heoderboords: 1. Provide 2-inch by 4-inch pressure treated Douglas fir or redwood construction grade headerboards. Make splices with 1-inch by 4-inch pieces no less than 12 inches long. Place 1-inch by 3-inch by 16-inch stokes 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 laminated boards, or two 1-inch by 4-inch laminated boards may be permitted. 3. Nail stokes and $plices 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 stokes 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. Port 3 -EXECUTION 3.01 INSPECTION A. Obtain certification that final grades to 1/10 foot hove been established prior to commencing landscaping operations. Provide for inclusion of all amendments, settling, etc. Be responsible for shaping all planting areas as indicated on drawings or as required. B. Inspect trees, shrubs and liner stock plant material for injury, insect infestation and trees and shrubs for improper pruning. C. Do not begin planting of trees until deficiencies ore corrected or plants replaced. 3.02 PREPARATION A. Soil Preparation: 1. After proper finished grades hove been verified or established, cross-rip all planting areas to a depth of 12", condition and fertilize soil in accordance with recommendations of soil testing laboratory and as approved by Owner. The following is for bid purposes only. Uniformly spread and cultivate amendments thoroughly by means of mechanical tiller into top 6 inches of soil. Application rates per 1,000 square feet: Nitrogen stabilized organic amendment 4 cubic yards 16-16-16 Commercial Fertilizers 15 lbs. Agricultural gypsum 100 lbs. Soil sulphur 20 lbs. 2. At time of planting, ensure that tap 2 inches of all areas to be planted or seeded ore free of stones, stumps, and other deleterious matter 1 inch in diameter or larger, and free from wire, plaster, concrete, wood, and similar materials which would cause hindrance to planting or maintenance. B. Final Grades: Make minor modifications to grade as may be necessary to establish required final grade. Ensure that finish grade provides proper drainage of the site and surface drainage is away from building. Final grades are to be 1 inch below adjacent paved areas, sidewalks, valve boxes, headers, clean-outs, drains, manholes, etc., or as shown on drawings or required by City. Eliminate erosion scars prior to commencing maintenance period. 3.03 PLANTING INSTALLATION A. General: 1. Perform actual planting only during those periods when weather and soil conditions 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. B. Pre-Plant Weed Control: 1. Use a non-selective systemic contact herbicide as recommended and applied by an approved licensed landscape pest control advisor and applicator. Leave sprayed plants intact for at least 15 days. 2. Clear and remove these existing weeds by mowing or grubbing off all plant ports at least 2 inches below surface of soil over entire areas to be planted. 3. After irrigation system is operational, apply water for 10 days as needed to achieve weed germination. Apply contact herbicides and wait as needed before planting. Repeat as required. 4. Maintain weed free site until acceptance by Owner. C. Loy-Out: Mork locations for plants and outlines of areas to be planted before any plant pits are dug. Goin City approval. If underground construction or utility lines ore encountered in the excavation of planting areas, other locations for planting may be selected by Owner. Accomplish layout with flogged grade stokes indicating plant names and Specified container size on each stake. Confirm location and depth of underground utilities and obstructions. D. Planting of Trees and Shrubs: 1. Strip and 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 cons on two sides with acceptable con cutter only. Do not injure root ball. Superficially loosen edge roots on three sides ofter removing from con. ' 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. 9. Set plant plumb and hold rigidly in position until soil hos been firmed around ball 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. Specific backfill recommendations ore mode as a result of the soils testing described on the planting pion. . 11. Raise all plants which settle deeper than the surrounding grade. After plant hos been placed, add sufficient backfill to hole to cover approximately 1/2 of root boll. Add water to the top and thoroughly saturate root boll and adjacent soil. 12. After water hos completely drained, place planting tablets: 1 tablet per 1-gollon container 2 tablets per 5-gallon 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 .boll while plants ore still in their containers so the required number of tablets con be verified. 13. Backfill remainder of hole and tamp firm. Construct on 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. Point cuts over 3/4 inch in diameter with tree point. 15. Stoke trees immediately ofter planting. Install stokes plumb. 16. Do not bring iron sulfate into contact with concrete surfaces due to potential staining. Contractor is responsible for cleaning or replacing stained surfaces. E. Planting Groundcover: 1. Ensure that groundcover remains in the flats until transplanting. Flats' soil must contain sufficient moisture so it will not foll apart when lifting plants. 2. Plant groundcovers in straight rows evenly spaced unless shown otherwise, and at intervals required by drawings. Use triangular spacing unless otherwise noted on drawings. 3. Plant each rooted plant with its proportionate amount of flat soil. Immediately sprinkle ofter planting until entire area is soaked to full depth of each hole. Protect plants from damage and trampling. F. Hydroseeding: 1. Install large trees ohd shrubs (5 gallon and larger) if they occur in h ydroseeded areas. 2. Install trees and shrubs (1 gallon) and groundcovers from flats if they occur in h ydroseeded areas. 3. Provide seed mixes as shown on pion. 4. Apply hydro-seed by on approved hydro~mulch company. 5. Apply in a form of slurry consisting of cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulically sprayed on soil, ensure that hydro -mulch forms a blotter like groundcover impregnated uniformly with seed and fertilizer and allows the absorption of moisture and rainfall to percolate to the underlying soil. 6. Prepare the slurry at the site by first adding water to the 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 odd the mulch. to the mixture ofter the seed and the tonk 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 a guide. Apply the slurry in a sweeping motion, in an arched stream so as to fall like rain allowing the wood fibers to build on each other until a good 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-BUIL r REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIVISION DATE 8841 REIEARCH DR L.A. EXP. SUITE 200 IRVINE • CA926 l8 REVIEWED BY: 949.381.1323 IJDGHA,(OM INSPECTOR DATE SPECIFICATIONS SHEA INDUSTRIAL 8131 INNOVATION WAY CARLSBAD, CALIFORNIA 82009 I APPROVED ( ·1---4----1------------·~~ 4:-~IA f--+--+-----------------t----i PLANNING DATE DATE BY DESCRIPTION REVISIONS :=DW=N=B=Y~~~-L:::A~~~~:::;-;::=PRO,IECT====N0.==::;-1 ;::I ==D=RA=Wl=NCll==NO.=~ CHKO IIY __ RS __ SDP 15-09 487-9L FIELD BY APP'D DRAWING DATE: 09/24/15 (0 0 ' I.!) ..- --0) 0 ' I.!) .,-- 0 :::, a.. --0) 0 ' I.!) ..- a.. 0 (/) r 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. Clean 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 a built-in agitation system and operating capacity sufficient to agitate, suspend and mix a slurry containing not less than 40 pounds of fiber mulch plus a combined total of 7 pounds 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 tank, complete with mechanical agitation. Pump volume shall be 10 gallons per minute, while operating at a pressure of 1.00 pounds per square inch. Distribution lines shall be large enough to carry the volume of water necessary for even chemical distribution. Spray nozzle must cover a 15-foot swath, with a minimum output of 5 gallons per minute at 80 pounds per square inch. G. Sod Planting: 1. Remove rocks, weeds and debris from areas to be sodded. Work up soil to a depth of 6 inches, and break up all clods. 2. Carefully smooth all surfaces to be sodded. Roll area to expose soil depressions or surface irregularities. Re-grade as required. 3. Spread turf fertilizer 16-20-0 onto soil evenly at rate of one pound per 100 square feet of lawn area. Rake in lightly. Be sure soil is level and smooth before laying sod. Avoid laying sod on bone dry soil. 4. Lay first strip of sod slabs along a straight line use a string in irregular areas. Butt joints tightly, do not overlap edges. On second strip, stagger J"oints much as in laying masonry. Use a sharp knife to cut so 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 ta 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 all dead or dying sod with equal material. H. Mulch Cover: Dress all groundcover, perennial and annual beds with 3" layer of mulch, except 2: 1 slopes and turf areas. 3.04 CLEAN-UP A. After all planting operations ore 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 o neat and orderly condition. B. Leave the site in a broom-clean condition, and wash down all paved areas within the project site. Leave walks in 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 hos 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 th is project. D. Request an 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 af grass seedlings or sod, grass having been mown twice. F. Any day or days that there is failure to properly maintain plantings, replace suitable plants, perform weed control or maintain hordscape 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 mati!rials and workmanship for one year. Replace plants found to be dead or in poor condition due to faulty materials or workmanship, at no extra cost to Owner. B. Replacement: Replace materials found to be dead, missing or in poor condition during the maintenance period 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 hos 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 af final inspection, acquire approved reproducible prints and finally record from the job record set, all changes made during construction and deliver them to Architect. B. Deliver guarantees to Architect. Part 2 -PRODUCTS 2. 01 MA TERI A LS A. Ensure that all materials conform to other sections of these specifications for planting and irrigation, and as acceptable to Architect. B. Provide monthly record of all herbicides, insecticides and disease control chemicals used on site. Part 3 -EXECUTION 3.01 MAINTENANCE A. Weed and cultivate all areas at intervals of not more than 10 days. B. Perform watering, mowing, rolling, edging, trimming, fertilization, spraying, pest control, and cleaning as may be required. CARLSBAD MUNICIPAL WATER DISTRICT WILLIAM E. PLUMMER, DEPUTY CITY ENGINEER DATE RC.E. 28176 EXP. COUNTY OF SAN DIEGO Department of Environmental Health -Land Use DiVision GLENN LEEKS DATE Environmental Land Use Specialist Ill SmithConsulting Architects C. Street gutters and curbs are to be included. D. Maintain adequate protection far people and property, and be financially responsible for damages and injuries. Notify the Architect immediately should damage occur as a result of maintenance operations and provide repair ar remuneration. E. Between the 15th and 20th calendar day of the maintenance period, reseed or resod all spots or areas within the lawn where normal turf growth is not evident. 3.02 TREE AND SHRUB CARE A. Watering: Maintain a large enough water basin around plants so that enough water can be applied to establish moisture through the major root zone. When hand watering, use a water wand to break force of water. B. Pruning: 1. Pri9r to any pruning obtain written approval from the Architect ta proceed. 2. Trees: a. Propose tree pruning to the Architect should there be health or structural reasons for doing so, including the need to eliminate diseased or damaged growth, eliminate structurally unsound growth, reduce potential for wind toppling or wind damage, or maintain growth within limited space. b. If requested by the City provide pruning for aesthetic enhancement according to 'pruning" by Sunset Books. c. Major pruning of deciduous trees shall be during their dormant season. 3. Shrubs: a. The objectives of shrub pruning are the same as for trees. Do not clip shrubs into balled or boxed forms unless such is required by the design. b. Make pruning cuts to lateral branches or buds or flush with trunk. Stubbing will not be permitted. C. Staking and guying: Ensure that stakes and guys remain in place through acceptance and monitor to prevent girdling of trunks or branches and to prevent rubbing that causes bark wounds. All nursery stakes shall be removed. D. Weed control: Keep 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 a reasonable control with approved materials. F. G. 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 dreiss 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 af main stem; rather, spread evenly under plant to drip line. Rates will vary from about a cup of nitrate fertilizer (depending upon nitrogen percentage) around a newly installed small plant to about 1 /2 pound of actual nitrogen per inch of truck diameter measured four feet from the ground for mature trees. Replacement of plants: Replace dead, dying and missing plants with plants of a size, condition and variety acceptable ta 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. E. Mowing: 1. Perform mowing at such times of the day or week as may be. requested by the Owner so as not to impede the Owner's 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. Clean up grass clippings during and after mowing, and remove legally from site. Use af blowing-type equipment in lieu of sweeping ar vacuuming is not acceptable. Renovating: 1. If required, remove thatch by verticutting, preferably in the Fall of the year, but otherwise in the Spring. At this time, fertilize with nitrate and over-seed if needed. Over-seeding must precede pre-emergent herbicides by at least 4 to 6 weeks. Normally, this means that lawns which have been invaded by crabgrass would be renovated and over-seeded in the Fall and treated for crabgrass control in the following late Winter. 2. 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. 3.05 IRRIGATION SYSTEM A. Inspection: Check all systems for proper operation. Lateral lines must be flushed out after removing the last sprinkler head or two at each end of the lateral. Adjust heads as necessary for unimpeded coverage and no overspray. 3.05 IRRIGATION SYSTEM A. Inspection: Check all systems for proper operation. Lateral lines must be flushed out after removing the last sprinkler head or two at each end of the lateral. Adjust heads as necessary for unimpeded coverage and no averspray. B. Controllers: Set and program automatic controllers for seasonal water requirements. Give Owner a key to controllers and instruction on how to turn off system in case of emergency as specified in other sections of these specifications. C. Repair all damages to irrigation system at no additional cost to the Owner. Make all repairs within one watering period. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PL.ANNING DIVISION DATE 8841 RESEARCH DR L.A. EXP. SUITE 200 IRYIIIE • Ci\ ?2618 REVIEWED BY: 94_9.387.1323 RIDGHA.COM DATE BY INSPECTOR DATE DESCRIPTION APP'D REVISIONS APPROVED PLANNING SPECIFICATIONS SHEA INDUSTRIAL 8131 INNOVATION WAY CARLSBAD, CALIFORNIA 82009 OWN BY,_--=L~A __ CHKO BY __ R_S __ PRO.iECT NO. SOP 15-09 11 DRAWING! NO. 487-9L FIELD BY DRAWING DATE: 09/24/15 co 0 ' LO ~ --0:, 0 ' LO ~ 0 :::i 0... --0:, 0 ' LO ~ 0... 0 U)