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HomeMy WebLinkAboutDWG 440-1L; CUP 172B; PALOMAR AIRPORT PARKING LOT; 21-40J llffiI!liTillllll -l .-' --II -• j .------------------------------------------------------------------------------------------------------,-,------------------------------------------. GENERAL NOTES RECLAIMED WATER NOTES RECLAIMED WATER SYSTElVI (PRIVATE) SHEET TITLE TITLE SHEET SHEET NUMBER 1J I. ALL YKJRK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISIRJCT'S "CARLSBAD RECLAMA noN RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DA TED OCTOBER, 199J. 2. ALL PUBLJC FACIUTIES SUCH AS COMFORT STATIONS. DRINKING FOUNTAINS. ETC., PALOMAR AIRPORT/PARKING LOT IRRIG. LEGEND & NOTES /RR/GA TION PLANS IRRIGATION DETAILS Vi) 22, 23, 24, 25 ,z,i, 27 SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER. J. NO PONDING, RUN-OFF OR 0\/ER-SPRA Y IS PERMITTED. 4. HOSE BIBS ARI: SIR/Cll Y PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STR/C7t Y PROHIBITED. IJ. NO SUBSTITUTION OF P/Pf: MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON-SITE PIPES SHALL HA \IE WARNING TAPf: PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. THI: /RR/GA TION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD Bf: DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNa ON S/1E. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. PR/VA TE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, M!ETHER BY WINDBLOWN SPRAY OR BY DIRECT APPL/CATION, THROUGH /RR/GA noN OR OTHER APPROVED USE. LACK OF PROTECTION, y,}-IETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERA noN, IS STRIC7t y PROHIBITED. 11. CONIRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS. STREET, AND PR/VA TE LOTS. 12. QUICK COUPLING VAL \/ES SHALL HA \IE A SPECIAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES ANO REGULATIONS. · IJ. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-COOED (PURPLE) AND LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WATER ANO RECLAIMED WATER PIPING SHALL BE INSTALLED WITH 1HE STENCILING ORIENTED TOWARD 7HE TOP OF THE TRENCH. 16. MIEN A POTABLE WATER LINE ANO RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED Wl7H/N A PROTECTI\IE SLEE\IE. THE SLEE\IE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETW£EN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARA noN BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. 19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY 7HE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARThiENT OF ENVIRONMENTAL HE'.AL Tfi PRIOR TO USE OF RECYCLED WATER. 20. QUICK COUPLING VAL \/ES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: A. QUICK-COUPLING VALVES SHALL BE 1 INCH NOMINAL SIZE NELSON /7645, WITfi BRASS CONSTRUCTION AND A NORMAL WORKING PRESSURE OF 150 P.S.I. OR RA/NB/RD /4-4 NP. B. IN ORDER TO PRE\IENT UNAUTHORIZED USE, THE VAL \IE SHALL BE OPERA TED ONLY ,If 7H A SPECIAL COUPLER KEY WI TH AN ACME THREAD FOR OPENING AND CLOSING 7HE VAL \IE. C. THE COVER SHALL BE PERMANEN1t Y ATTACHED TO 7HE OUICK-COOPLING VAL \/ES. IT SHALL BE PURPLE RUBBER OR VINYL D. LOCKING CO\IERS ARE REQUIRED. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. ., 2198 PALOMAR AIRPORT ROAD, CARLSBAD, CA SIGNAGE NOTES THE: FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE: PERMANENT!. Y POSTED INSIDE TfiE'. DOOR OF E'.ACH CONffiOLLER M!ERE 7HEY ARE EASILY VISIBLE. PLACE ON 8-1 /2" X 11 • SIZED SIGN. COLOR: PURPLE BACKGROUND 'MTH BLACK LETTERING. 1. GUIDELINES FOR RECLAIMED WATER USE A. IRRIGATE BETWEEN THE: HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTS/OE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNE'.L ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE'. OUTSIDE 1HE: NORMAL SCHEDULE. 8. /RR/GA TE IN A MANNER !HAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE: APPL/CATION RA TE SHALL NOT EXCEED TfiE INFILTRATION RA TE OF THE SOIL TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH 7HE LOWEST SOIL INFILffiATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMA nc CONTROL CLOCKS, (I.E:., EMPLOYING THE: REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE: CUSTOMER. FOR EXAMPLE, POOL DECKS, PR/VA TE PA nos AND LOTS, AND STREETS AND SIDEWALKS. D. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT ANO MA TERI AL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRUIABLE VALVES. ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR £DUCA TING EACH EMPLOYEE AND ALL MAINTENANCE: PERSONNEL ON A CONTINUOUS BASIS. REGARDING THE: PRESENCE OF RECLAIMED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED 71-/AT WATER IS FOR /RR/GA noN PURPOSES ONL y ANO IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO.AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH 0/Sffi/CT STANDARDS. 1. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WI TH !OEN TIFICA TION TA GS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, J"x 4", PURPLE: IN COLOR, WITfi THE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE 07HER SIDE. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR. USE: TAGS AS MANUFACTTJRED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 8. ONE TAG SHALL BE ATTACHED TO EACH VAL \IE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIREC1t Y OR WITH PLASTIC TIE-WRAP QB 2. ATTACH TO SOLENOID WIRE DIREC1t Y OR WITH PLASTIC TIE-WRAP .QB. J. ATTACH TO VAL \IE COVER WITH EXISTING VAL \IE COVER BOLT. 2. ALL SPRINKLER HE:ADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. 2. EACH AU TOMA nc CONTROLLER AND ITS ASSOCIA TFD EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING TfiE YKJRDS "RECLAIMED WATER USED FOR /RR/GA noN" IN ENGLISH AND SPANISH, WITfi BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. 8. TRENCH DEPTH. C. REQUIRED SEPARA noN (HORIZON TALL y ANO \IERTICALL Y). D. PIPE IDENTIFICA noN. E. POINTS-OF-CONNECTION (Poe's). F. LOCATION AND IDEN TIFICA noN OF SPRINKLER HEADS. G. WARNING SIGNS AT THE SITE AND ON TfiE TRUCKS HAULING RECLAIMED WA TFR (IF RECLAIMED WATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM 1HE CITY AND 1HE DISTRICT, AND BE FORWARDED TO THE COUNTY HEAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: /RR/GA TION SPECS 92008 PLANTING LEGEND & NOTES PLANTING PLANS PLANTING DETAILS PLANTING SPECS FINAL INSPECTION: ~l 29, 30 ~G;, 32, 33, 34, 35 o/1 '3e.:,.-;;J,A, J.V) ' ~ North AREA OF RECLAIMED IRRIGATION SYSTEM RIGHT OF WAY "00 NOT DRINK' SIGN LOCATION INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTAL$. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE " FINAL LANDSCAPE CERTIFICATION FORM". A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING TI-IE INSPECTION REQ(JEST LINE. FINAL LANDSCAPE CERTIFICATION FORM FAX; 760-944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: 761)-602-4602 ALL IRRIGATION BACKFLOW PREVENTER$ SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GNEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLDW PREVENTER SHALL BE "SCHEDULE K HARO COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT WWW.Cl .CARLSBAD.CAUS/PDFDOC.HTLM?PID=340 22. DEVELOPER SHALL SHOW 7HE LOCATION OF R.C. SIGNS ·oo NOT DRINK" ON THESE PLANS. I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE 0\/E:R THE DESIGN OF THIS PROJECT AS DEFINED IN A. COVERAGE TEST. AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVE:D USE AREA ANO PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. 8. WARNING SIGNS AND LABELS. 2J. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SECTION S70J OF 7HE BUSINESS AND PROFESSIONS CODE ANO 7HA T THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. SHALL BE FAMILIAR WITfi PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH TH£ BASIC CONCEPTS OF BACKflDW/CROSS-CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF HEAL 11-i SERVICES AND CARLSBAD MUNICIPAL WATER DISffilCT. IN CASE: OF EMERGENCY CONTACT MICHAEl, KHOURY OR AFTER HOURS CONTACT MICHAEL KHOURY AT 858-694-3097 AT 858-694-3097 I UNDERSTAND 7HAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. Fle~ESrttGYmeff.1"6- 24. SHOW ALL PUBLIC & PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. SAN DIEGO, CA 1'41f 0 25. A PHYSICAL SEP ARA noN SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED Wl7H RECYCLED WATER AND POTABLE WATER. SEP ARA noN SHALL BE: PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR 07HER APPROVED METHODS. PHONE NO(S): ( 519 -=·~2~'f;-'.f:__--<J=....:.i. __ _ REGISTRA s EXP/RA noN DA TES. -----~~ / , ITEMS NOS. 8, 19 & 2J SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. ITEM NO. 22 11-iE SIGN AGE PLAN SHALL BE PART OF THIS I.P. BUT 1HE: ACTUAL SIGNS & TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF R.C. WATER. BY: -- 12" X 36" SIZE (N,T.S.) > WARNING RECLAIMED WA 'ER DO NOT DRINK 1• SLACK LETTERS 2• BLACK LETTERS .016 ALUMINUM, 060 ABS PLASTIC OR STICK-ON VINYL SIGNS -' vi N f-' z - IN OR~ER TO CONSERVE WA"'ER RECYCLED WATER IN USE ®) WASH HANDS AFTER CONTI\C11NC LA~5E 5US MA~OS llt.";x"UES DE USAR 18" X 16" SIZE .032 ALUMl~UM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS (SEE NSTALLATION DETAIL H, SHEET 27) C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE /RR/GA noN CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF W£LL, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. J. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION Mi/CH SHOULD COVER PART A, PART 13 AND PART G OF THE DIS1RICT FINAL INSPECTION. REVISIONS MUST BE: APPROVED BY PUBLIC HE:AL TH ENGINEER, CITY ENGINEER ct DISTRICT ENGINEER PRIOR TO IMPLEMENT A noN IN FIELD. V MAP DISTRICT APPROVED CH.ANGES CARLSBAD M~AL WATER D,STRICT NO. DESCRIPTION APPROVED DATE DEVELOPERS NAME: COLNTY OF SAN DIEGO AwilfrJ ~L:,p.. •s.i-'"fit!«-<---+--------------+-----+---,ADDRESS: 5555 OVERLAND AVE, 8LJG #2, ROOM 176 WILLIAM E. PLUMMER DA,E f---+--------------+----+----1 SAN DIEGO CA 92123 DISTRICT ENGINEER R.C.E. 28176 EGO COUNTY HEALTH DEPARTMENT 1(-Z.--d( DA ~E TELEPHONE: 858-694-3097 DATE PLAN PREPARED: ~9_-=28~-~2=0=0~6 ____ _ f---+--------------+----+----I BY: PROJECT DESIGN CONSULTANTS APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET ~r CITY OF CARLSBAD 4-Lf. PLANNING DEPARTMENT SHEETS PRIVATE (ONSITE) RECLA,MED WATER SYSTEM FOR: PALOMAR AIRPORT PARKING LOT TITLE SHEET PLANNING' DR~ BY: JC CHCKD BY: PT SHEETS PROJECT NO. '--l--lZ.•cb DATE DRAWING NO. CUP-1728 , -DWG. 440-1L C.M.W.D. JOB NO. ____ _ ,t ' , " ~ I ' £ -~ ' I ' l , t,, i ' l I & 1 J l -~-l ,. , I ' l ' i l ' ! I I ,\ I I I j ' i ' l I I . t I • , a I • t 1 Ii I ' l • ·! ,, I t -i ~ ' i j 1 ' j ! ! ' ! l ; .j '" ' ,. ' ' \ ,, ," i , I ' ' '), I l 1 ' " l ~ '-' i i I ' ' l;t :i 5 }; ' J:: ! .J:. 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RICK ENGINEERING COMPANY 5620 FRIARS ROAD SAN LJll:.GO, CA 92110 61g 291_07[)7 ,-------i (r AX)61 ~.291 .< 16S 2-21--2008 ----,~~}~-- WADELL ENGINEERING CORPORATION WWW.WADELL.COM Riverside • Sacramento • San L·-is Ubi~po Ur,rnge • Baker,fieli:j • Tuol>n • rhoe,n;11 ricken gince rin &, com Graphic Scale CITY CF CARLSBAD PLAI\NING DEOT 1' , 20' North O' 20' COORDINATE INDEX E. CONST. COMPL. PLANNIN DR\VN 5Y: 40' 80' CHCKD BY: MCCLELLAN-PALOMAR AIRPORT SCHEDULE "F" REC REC SCALE, HOR. WA FILE NO. CITY OF CARLSBAD D\IVG. 440-1 L VERT. R.S. 5555 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295 APPROVED BY; ========:-::c=====:---DATE MOI-IAMMAD FAKHRRIDDINE, COUNTY ENGINEER ------1---1-------------------f---+----t---7 FIELD REVISIONS IRRIQA TION PLAN -SHEET 1 SHEET 22R1 OF 44 SHEETS J-15777 I ! ' ' ' : I' : :: I I . !:: I ..1: _c 0 0 z ii: ' w ~ -i3 r z w ~ ~ 0 ix ~ ~ @ ,J:. _,:; '. 1111'1 'J!! 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I I --=---, ----. --r[1·1s ~~-~=\ --r ---1" ~~-,1" 1," --------I , I I I ----·// I ~-II --I I I I /J \ I \ \ \ I I , KEYMAP INCHES N.T.S Pl.ANS DESIGNED CHECKED DELINEATED 2-21-2008 .l. ---~--i~~- WADELL ENGINEERING CORPORATION WWW.WADELL.COM BY DATE - RICK ENGINEERING COMPA.'-lY 3620 fRIARS ROAD SAN DIEGO, CA 92110 6·19.291.0707 (fAX)b 19.291.41b5 Riverside • S.i1,:r,uneJ1l0 • San Lui~ Ol,ispo Orange• Balersfield • Tucson -r'hoenilt rkkengrneer1n1.com --1/ ~;)SC~p-.......: '" \ 0' ,.... \ 1· b,P.-~ ~1 I ~'.~"' * I "'-*" 0-~ (/ 6: -, Graphic Scale CITY DF CARLSBAD PLANNING DEPT. STATIC PRESSURE-130 PSI \_ PRESSURE REDUCING VALVE· SET TO 70 PSI -, ' P 0.C. IS A WET TAP INTO ____________ ___:·,,__ _____ _____, EXISTING fl' RECYCLED WATER MAIN Wlll1 A 2" SERVICE LINE. VERIFY IN THE FIELD. COUNTY OF DEPARTMENT OF SAN DIEGO PUBLIC WORKS 5555 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295 OMMEN DATE APPROVED BY: DATE MOHAMMAD FAKHRRIDDINE, COUNlY ENGINEER [, f -- BY APPROVED DATE I \JL/ North COORDINATE INDEX N. CONST. COMPL. FIELD REVISIONS 1' • 20' O' 20' E. DR\"1\1 BY: 40' 80' CHCKD SY: MCCLELLAN-PALOMAR AIRPORT SCHEDULE "F" IRRIGA TlON PLAN -SHEET 2 REC SCALE: HOR. 'II.A. FILE NO, SHEET CITY OF CARLSBAD DWG. 440-1L VERT. R.S. 23R1oF 44 SHEETS ~ ~ ~ (!) ;j!: ri w I a 0:: ~ ....__ ________________________________________________________________________ _j@ J-15777 iii .. ! 1:. ..c: 0 ' -r ~-~ 1" WATER METER FURNISHED AND INSTALLED BY CM'Ml / METER B -RECYClED WATER . . ... __ -~J ,._ PRESSURE REDUCING VALVE TO BE INSTALLED AS A COMPONENT , OF THE REDUCED PRESSURE BACKFLOW ASSEMBLY, / DOWNSTREAM OF THE UNIT AND WYE STRAINER. WILKENS soot SERIES OR EQUAL STATIC PRESSURE -130 PSI PRESSURE REDUCING VALVE -SET TO 70 PSI EXISTING RECYCLED IRRIGATION MAINLINE (TYPICAL} EXACT LOCATION TO BE FIELD VERIFIED R.O, W. I PROPERTY LINE -- COUNTY DEPARTMENT OF OF SAN DIEGO PUBLIC WORKS 5555 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295 RECOMMENOED SY: / CONC. MOW STRIP TO SEPARATE POT ABLE WATER USE AREA FROM RECYCLED WATER USE AREA. SEE DETAIL I, SHEET 27. CONTRACTOR TO HAND-WATER ALL NEW QUERCUS AGRIFOI.IA DURING THE FULL LENGTH OF THE MAINTANENCE PERIOD. SEE PLANTING PLANS. ~~~~~ REVISIONS DATE ____ _ 5 6 7 8 BY APPROVED DATE DATE 1----1------------------+----i------,--, APPROVED SY: -~~~====,--c-=====:----DATE MOHAMMAD FAl<HRRIDDINE, COUNTY ENGINEER 9 10 KEYMAP North COORDINATE INDEX CONST. COMPL. FIELD REVISIONS FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 25 N.T.S I PLANS DESIGNED CHECKED DELINEATED BY DATE ,. RICK ENGINEERING COMPANY JblO I RlARS ROAD SAN DIEGO, CA 92110 b19.2Y1.07U7 ,-----j (FAX/619.291.4165 l<iliers1cil! • SJCT,iUTI('l'.lO • Sari Luis Obfspa 2-21-2008 Or.i.r~ -lfokcr5ricld -Tucson -Phoc11ill: ri ckcnginccrin 5.co rn l -~;;;r~~,.,,---- WADELL ENGINEERING CORPORATION WWW.WADELL.COM Graphic Scale CITY OF CARLSBAD PLA~NING DEPT. 1· , 20' 0' 20' E. DRWN BY· 40' 80' CHCKD BY: MCCLELLAN-PALOMAR AIRPORT SCHEDULE "F" IRRIGATION PLAN -SHEET 3 REC SCALE: HOR. W.A. FILE NO. SHEET . '-t-• l z. c,'!,_ - DATE CITY OF CARLSBAD DWG. 440-1L VERT, R 5, 24R1 0 r 44 SHEETS L-------------------------------------------------------------------------------------------------------------r.J.'.fl15fi1n11,...o I , I ' _c ,..c:: 0 ' ----r I := RECYCLED IRRIGATION MAINLINE (TYPICAL) COUNTY OF DEPARTMENT OF SAN DIEGO PUBLIC WORKS 5555 OVERLAND AVENUE. SAN DIEGO. CA 92123-1295 CONTRACTOR TO HAND·WATER ALL NEW QUERCUS AGRIFOLIA DURING THE FULL LENGTH OF THE MAINTANENCE PERIOD. SEE PLANTING PLANS. N.T.S BY DATE ,. RICK ENGINEERING COMPA:-lY 5620 1-RIARS ROAD SAN DIEGO, CA 92110 619.291.0707 -----1 (rAX)619.291.4"J65 2-21-2008 WADELL ENGINEERING CORPORATION WWW. WADELL COM Riwroid• -Sa..:ramento -S.in Lu~ Obispo Orange• llaker,fiE'ld • Tucson • Phoeni,._ r,cke n gmeerina.com ~/ -~~/ / ··:;,.._ OF [(\:I· ·-- ;,<._ "DO NOT DRINK:' // --RECYCLED WATER SIGN (TYPICAL) Graphic Scale CITY OF CARLSBAD PLANNl~G DEPT. RECYCLED IRRIGATION MAINLINE (TYPICAL) RECOMMENDED BY: REVISIONS BY APPROVED DATE North COORDINATE INDEX 1' , 20' O' __________ DATE _____ 1--+-----------------~---4--'--C..:.:...J._:__::___i l----~------1 ----------DATE ____ _ N. E. APPROVED BY: ,___,_ ________________ _,_ __ __, ___ __, __ ___,l-.':'.'CO~N-.,;S>_1:T,_cC,:,O,"'.M~P!,:L-======.j =CC7C"7C=~==~~=~==~--DATE _____ 1--+-----------------~---4----4-----1 MOHAMMAD FAKHRRIDDINE, COUNTY ENGINEER FIELD REVISIONS 20' PLA"INING 40' 80' DRWN BY: CHCKD BY: MCCLELLAN-PALOMAR AIRPORT SCHEDULE "F" IRRIGATION PLAN -SHEET 4 REC REC SCALE: HCR. WA FILE NO. DATE CllY OF CARLSBAD DWG. 440-1L VERT. R.S. SHEET 25R1 Of 44 SHEETS J-15777 i ~ C) z c2 w w z a z w a c2 ~ @ l DIJll .. , I II i 11 I • I ' J:: ,.,C. 0 ' .... -r 1 Hi ''1111 I , ' 11111 ll I :! i ~ ~ ,£ FOR REDUCED PLANS PLANS BY DATE DESIGNED -1 0 2 3 4 5 6 7 8 9 10 ORIGINAL SCALE IS IN INCHES CHECKED HYDRAULIC ANALYSIS GENERAL IRRIGATION NOTES: 1. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO REVIEW AND UNDERSTAND WIT!➔ FORs-------------------- ---~-·· , __ , __ ________ Palomar Airp-0rt ______ . .. _ _ ____ ... ---·····-_ _ ....... _ _ ~~~~~~~~~~:~~~~~~ ~~~~~~E6:i:~~~~~~~~:1~e~~=ci~iRs co UNTY MAINTAINED FOR THE LOCATION AND THE INSTALLATION OF PIPE Sl£EVES THROUGH WALLS, UNDER ROADWAYS, f-----------·----=-...=..-=cc.::..:... ........ ___ --=---------------1 PAVING, STRUCTURES, ETC _____ M!=l~R A --· ·--··· ··--····-····· ! 2. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR AS OF 07/12105 --· 1 ···· · r --r· 1"EQUIPMENT: ! CLASS: SIZE:! LOSS: 1101 1LEN(lTH: 1 •-(lPM: PSI LOSS: : ~--R~_ICE LINE _ _ _ .. TYPE 'K' 2" 1 _ j 0.01 J _4~ _ @ 50 ,WATERMETER: NiA''(1I2· NIA __ i ___ NIA -' NIA ~ so"" 'BACKFLOW PREVENTER 825YA .-...... NIA 1112" 7 ! NIA NIA .. _~ .. so···· MASTER VALVE: _NIA __ , 1-112_" NIA 1" ... NIA --NIA ... -~ 50 !FLOWSENSOR:--· ·---NIA 1-112" NIA ... -NIA_ ... jij))(' @ -so·-· [PRESSURE SUPPLY_LINE: SCH 40 ··2• 0.2a· . 0.00 . 658 @ ··so- 1ELECTRIC CONTROL VALVE: NIA ·1-112• . N)A-. NIA .. . NIA @ ... 515' .... IATERALLINE: .. SCH40 1" 0.12-· .. 0.72 72 .. @ ·7o---· ,FITTlNGS NIA , NIA-,. NIA NIA NIA @ . 50 tSUBTOTAL: ............. . . . .. -_ I _ [""ELEVATION: ·------------···--.......... .. 1~ hlqnest "'l>11__A:1 _2:_ .. _ _ _ :at meter. !TOTAL SYSTEM LOSSES: ·--·· · -----·-------------------=------·-----·l--"·-----f~ti~~~ s1tfr::::~:SSIJRE ---• - HYDRAULIC ANALYSIS . . . . .. .. FOR ... ___ ........... .. ------------------------------------------------- ·~---.... _ ____ _ ............ eci_l()ll'lci_r AjrQQrt COUNTY MAINTAINED METER B AS OF 07112/05 ·r ---·· ·--r-·------ 1 . ·1 ... - -T11-· 1.00 5.00 . 2.00 ' 28.61 1.30 14.81 131.00 -· n:oo· · DESIGN CLARIFICATION ONLY ANO SHALL BE INSTALLED IN PLANTING AREAS Wl➔ERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 3. TiiE SPRINKLER SYSTEM DESIGN IS BASED ON TiiE MINIMUM OPERATING PRESSURE AND TiiE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT DF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON TiiE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTIOt,1, THE IRRIGATIOt,1 CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVIS IONS NECESSARY 4. DO NOT Wll.LFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN Ot-1 THE DRAWINGS WHEN IT IS OBVIOUS It-I THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 5. IN ADDITIOt,I TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, TriE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE S1£EVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS 6. INSTALL ALL PIPE MATERIALS ANO EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT ANO VALVE ASSEMBLIES. 7. ALL POP-UP TYPE SPRINKI.ER HEADS INSTALLED IN SHRUB OR GROUND COVER AREAS SHALL BE INSTALLED SO THAT TiiE TOP OF THE SPRINKLER HEAD 151" ABOVE FINISH GRADE. !I. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN LAWN AREAS SHALL BE INSTALLED SO THAT THE TOP OF TI,E SPRINKl£R HEADS ARE FLUSH WITii ADJACENT SIDEWALK OR CURB. 9. ADJUSTING OF ALL HEADS BY THE IRRIGATION CONTRACTOR, SO TI,AT THE TOP OF THE SPRINKLER HEAD IS 114" ABOVE FINISH GRADE, SHALL 8E ACCOMPLISHED WITHIN TEN (10) DAYS AFTER NOTIFICATION BY THE OWNER'S AUTiiORIZE;D REPRESENTATIVE. 10. THE IRRIGATION CONTRACTOR SHALL FLUSH ANO ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT TI,E EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 11. THE ANTI-ORAIN CHECK VALVES SHALL BE INSTALLED AS REQUIRED TO PREVENT ALL LOW HEAD DRAINAGE. 12. POP-UP SPRINKLERS SHALL BE USED v\t!EREVER LOCATED WITHIN 1<1 OF HAROSCAPE, A~ AREA Wl➔ERE PEDESTRIAN TRAFFIC MAY OCCUR. AND WHEN LOCATED WlTl-ilN THE CITY RIGHT-OF-WAY. ASSIGNMEt,iT OF RESPONSIBILITIES: GENERAL: THE IRRIGATION SYSTEM IS DESIGNED TO PROVIDE FULL COVERAGE OF ALL PLANTING AREAS WITii MINIMUM OVERSPRAY ONTO PAVING, WALKS, WALLS ANO EXISTING UTILITIES. THE IRRIGATKlN CONSULTANT DOES NOT ASSUME At,IY MAINTENANCE OBLIGATIONS. CONTRACTOR'S RESPONSIBLITIES: THE CONTRACTORS SHALL ASSUME THE SOLE RESPONSIBILITY FOR THE CORRECT ALIGNMENT OF THE SPRINKLER HEADS, PROPER SETTINGS OF CONffiOLLER ENCLOSURES AND ALL OTHER IRRIGATION SYSTEM COMPONENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ADJUSTING THE WATERING CYCLES TO SUIT THE SEASONAL REQUIREMENTS. ADJUST Tl-iE WATERING CYCLES TO TiiE SOILS INFILTRATION RATE. NO RUN OFF SHALL OCCUR AT ANY TIME. THE INSTALLATION CONTRACTOR SHALL INSTRUCT THE MAINTENANCE CONTRACTOR IN THE USE ANO l'"EQUIPMENT: 1100 LENGTH: I 'H'GPM: PSI LOSI: ·. ADJUSTMENT OF THE IRRIGATION SYSTEM. PERFORM ALL REVIEWS AND AUDITS AS CALL£D OUT IN TYPE THE IRRIGATIOt-1 MAINTENANCE NOTES AND SUBMIT WIRITTEN REPORTS TO THE OWNER l~ERVICE LINE: ................. .. .. ____ 0.01 40 @ 27 0.40 WATER METER: NIA , 1" NIA .... NIA. ..NIA ... @ ·-27· ·· 4 . ..... Ol'n4ERS RESPONSIBILITIES: 1BACKFLOV{PREVENTER 825YA.. .. NIA --· 1• ·-11 . .. i .. NIA NIA @ 27 1f5 . THE OWNER SHALL BE SOLELY RESPONSIBLE FOR OBTAINING "AS BUILT" DRAWINGS AND CONTROLLER MASTER VALVE: NIA 1' .. , ..... NIA·--·-·N/A ____ ... NIA.. "' 27 CHARTS FROM THE INSTALLATION CONTRACTOR. ANY DANGEROUS CONDITIONS THAT MAY OCCUR fFiow·s-E'risoR: . . NIA : . f• f -NIA-....... NIA NIA ;· 27 · T 1 DURING THE CONSTUCTION OR LATER MAINTENANCE PERIOO SHALL BE CORRECTED IMMEDIATELY. ~~i~~~~~~~~r ~~~5: ______ -$~1}0~1:~;;.~:_o~::-:.: -~~ ·-• ;:1 ·-+-':e<+-·---=,!i=-· -~_-:":ic.:~:.. ____ ·" ~gesSJ~\~t-li~f6NS OF MATERIALS SHALL BE ALLO\McD DURING THE CONSTRUCTION OR LATER ,LAT§~_L __ LINE:__.. .... . -SCH ◄O I ,.-! o.u-.. -0.72 Nl72A.-.. ~ ! 2277 ---·· .s2_.oooo···· . MAINTENANCE WITHOUT THE WRITTEN CONSENT OF THE IRRIGATION CONSULTANT. ALL . FITTlNGS: N/A NIA .... NIA NIA "" REPLACEMENT COMPONENTS SHALL BE AS CALLED OUT ON THE DRAWINGS AND IN THE f~_ll~!OTAL: .. ... . .... -...... .. ..... __ 27.30 SPECIFICATIONS. THE CONSULTANT CAN NOT BE HELO RESPONSIBLE FOR ALTERATIONS OF THE h 1 4 -----·· • IRRIGATION SYSTEMTHATVVERE DONE W'llHOUTHIS 1/v'RITTEN PERMISSION. i:~i~t.~?!'a:21: ---... -· r::"e"T:~,_-+--··· •===•-~·--:~·...-;._ _________________________________ __j almetor. -----· ---, . 278 .. ·r-· . -:------·--7 IRRIGATION LEGEND FOR RECYCLED IRRIGATION BUBBLERS AND SPRAYS SYMBOL MANUFACTURER MODEL HUNTER INST-PCN-R-50 HUNTER R SYMBOL MANUFACTURER MODEL G) HUNTER PGJ-X-V-R-.75 © HUNTER PGJ-X-V-R-1.0 0 HUNTER PGJ-X-V-R-1.5 ~ ~-- HUNTER PGP·X·V·R-RED1 HUNTER PGP-X-V·R-RED3 HUNTER PG?-X-V-R-RED4 HUNTER PGP·X·V·R·RED5 TF SYMBOL MANUFACTURER MODEL SIZE ------jl PO.C. NIA NIA GPM .SOGPM 0.87 GPM GPM 0.75GPM 1.0GPM 1.5GPM 0.7 GPM 1.2 GPM 1.6 GPM 2.0GPM RADIUS PSI DETAIL BUBBLER 30 PSI SHEET 28, DETAIL E RADIUS PSI DETAIL 16 FEET 40 PSI SHEET 27, DETAIL G 19 FEET 40 PSI SHEET 27, DETAIL G 22 FEET 40 PSI SHEET 27, DETAIL G 29 FEET 50 PSI SHEET 27, DETAIL G 31 FEET 50 PSI SHEET 27, DETAIL G :l-4 FEET 50 PSI SHEET 27, DETAIL G 38 FEET 50 PSI SHEET 27, DETAIL G DESCRIPTION DETAIL POINT OF CONNECTION (P.O.C.) ASSEMBLY. CONTRACTOR TO VERIFY SIZE AND LOCATION OF METER. VERIFY STATIC PRESSURE BEFORE STARTING WORK WATER METER- RECYCLED WATER NIA METER 'A' 1 1/2~ METER 'B' 1,, COORDINATE 'MTH CMWD ~ CALSENSE FM-XX LINE SIZE ~ WATTS 909-0T-S PER Pl.AN 0 'Ml.KINS #500 PER PLAN M SMITH & COOPER GV • 1 112 AND GV-2 PER LINE SIZE !XI HUNTER HBV-20IE PER Pl.AN HUNTER PGV-1000 ......,,,,,..--......._,,,,.--..........,,,----....,,,,---..........,,,-~ ICV-X01G-FS-AS HUNTER SERIES DRIP VALVE ASSEMBLY WI AG. PRODUCTS #4E 200 MESH SCREEN FILTE (SIZE PER RCV) NEL N ---NIA NIA NIA 7t14 CL315 PURPLE PIPE FOR RECYCLED WATER.. CL315 PURPLE PIPE FOR RECYCLED WATER. SCH. 60 SCI➔. 4D PER PLAN V""'V""'' PER Pl.AN 1" SIZE PER PLAN SIZE PER PLAN 2 XPIPE SIZE FLOW SENSOR REDUCED PRESSURE PRINCIPAL ASSEMBLY. IN STRONG BOX STAINLESS STEEL ENCLOSURE, MODEL SBBC-75ALHP. PRESS URE REGULA TOR BRASS GATE VALVE BRASS GLOBE VAL VE (NORMALLY CLOSED) USED AS MASTER VALVE El£CTRIC REMOTE CONTROL VALVE 'v" ...,_,,.,,... ......_,.,... ....._,_,,,... ·.....,__,,,---~ ""'/" ELECTRIC REMOTE CONTROL VALVE ACCU-SET PRESSURE REGULATOR ANO FILTER SENTRY DIAPHRAM. SET OUTLET PRESSURE PER DRIP MANUFACTURERS RECOMMENCATIONS 24" UNDER WALKS 34" UNDER DRIVEWAYS 36" UNDER STREETS PVC LATERAL 12" DEPTH. SCH. 60 SLEEVE WI 36" COVER UNDER VEHICULAR PAVING SCH. 40 SLEEVE WI 24" COVER FOR MAJNLINE UNDER PEDESTRIAN PAVING SCH. 40 SLEEVE WI 18" COVER FOR SHEET 28. DETAIL B SHEET 27. DETAIL A SHEET 27. DETAIL A SHEET 27. DETAIL E SHEET 27. DETAIL F SHEET 27. DETNL D -v-·V""' SHEET 21. DETAIL K SU_IIS_T_O_TAQ_L_: . -·· .. . ...... !----+----+--t ··-· .......... 4'3S . _, RANBIRD RANBIRO LANCSCAPE DRIPLINE LD-09-111-500-R, PURPLE POLY DRIP LINE 'MTH I ••p I RE UIRED HEAD: 21.011 PREINSERTED EMITTER$ II) 12" O.C. INSTALLED 18" O.C. IN SHRUB AREA$. ALL SHEET 28· DETAJL J < ~RAl,)JHS!iR-f\laDESJRIAfl-PA !TOTAL SYSTEM LOSSES: ___ +---........ ,. ________ -·---. __ .......... .. .... ____ ... ___ 51.1~ _ TUBING SHALL Bl! INSTALLED 4" BELOW FINISHED SOil GRADE WI 9'' 'MRE 1 STAKES FIVE (5) FEET ON CENTER: VERIFY THE LAYOUT AND SPACING IN THE (STATIC WATER PRESSURE: ---.-----... ·-·+---130.00 FIELD PRJOR TO STARTING WORK 10%0FSTATICWATERPRE$SURE: ···-·-·---···-···-· -···· ... 13_00 · NOSYMBOL AGPROO. S3TS"SPIN-LOC"TEEORELLFITTINGFORCONNECTIONBETWEENPVC ·STATIC WATER PRESS URI AVAILABL! FOR IRftlGATION US!: 117.00 LATERAL LINES AND DRIP TUBING NO SYMBOL AG PROO. CONNECTIONS BET½EEN DRIP TLBING SHALL BE MADE USINll 'SPIN-LDC" "'>'. -~ .. ·~----~~~-=~'"' 'f' ~ r~ ~ ~ -····· -. ~ t~~~j l-1-RRI--G-A_T_I_O_N_JLEI---G-E_N_D_f_O_R_RE-JC-Y_C_L_E_D_IR_RI_G_A_TI-l-0-N_C_O_N_T_._-1-------------"'---------...}1---®-F __ -+-RA-IN_B_IR-D---+-~-i-~-~-r-~U-t-L~-~-li-~EF-~-~-N:-+OF_::-l~T_'t-r-~:-:-1~-~-1~-:-:-:-:-~-~-~-~AL-~-~-□T-1~-:-~_o:i._N_~_1N_:_oc_NE--I--S-H-EE_T_2_a_. DE-T-A-IL_L_~ ~ ·•-·--------------·JTATIC WATER"'"5SURE(1627. aa,>.iioN I I~ •• -. .. . . --. .. ... ..... .. AUTOMATIC RAIN SHUT-OFF DEVICE SHEET 26. DETAIL A ® RAINBIRD MANIFOLD WITHIN VALVE BOX, LOCATE AT HIGHEST ELEVATION Of RELATED SHEET 28. DETAJL K / -E-NIA CL-200 1 112" ~ HUNTER MINI-OUK ~-------··--. ·-----·---.-,,,BlLIPMENfl.OSSEi"_<)etA~EDTHROUGHVARWS~ixiNSOLliii. ·· · --i l-------ll--------+------+------1-------------l'----------1 L------'--------''-'P-'LA'-'NTE=::.:R:.c.ARE=c.:· Mc:lc.:N:...1:.:A.::RV"-'P-'E::.:Rc.::500=-'.::0F:..=DRc.:;l:..PLl=Nc.:;E:::· _________ ...J.... _______ _J \ 1----------~· ______ .. ·---·-------~-:._--[e..evA TIONS oeTAN~J:-~~-~~":IQ. EN~~_ . __ [ __ .I ___ . ~--~--· · CONTROLLER WtTHIN STAINLESS SHEET 28_ DETAIL A _,,.~,....__,.'---,..,_,'---_,..__~.....__./'...~___,,A,-.__...,,,-....,__ _ _..,A....__,.,A-.___ _,/"--.... _,A__ ~ _ _,,A...._.....,,.,......~_/'-......_,.,,..______,,A.....__/'-...._/',.._.A.._/ I& ••--.If ~K DEMAI-IJ WAS LESS TiiA.N 29 GPM, 25 GFM 'NAS USE/ FOR. THS HYDRAlllC STEEL ENCLOSURE ·: ...... -~=~j~~-l:! !~ !_C?!,~~§~5:iQUCK cOiiiERST_-.: .. =: ~ ~=I_-1·· ·· -· .·~-· .~:-~_ .. -__ ~--.. CALSENSE ET-2000-32-SSE ~ CALSENSE ET-2000-32-SSE 9 VALVE KEY GPM CONTROLLER 'MTHIN STNNLESS STEEL ENCLOSURE SHEET 26. DETAIL A DO NOT DRINK" RECYCLED WATER SIG SHEET 28. DETAIL H \ DEIJNEAlED IRRIGATION SYSTEM MAINTENANCE: Maintenance of ths irrigation system ii a necessary and continuing process involving monitoring, adjustment and repair. Repairs can be minimized by instituting a maintenance program. Some irrigation system maintenance activitie• need to be done at regular periodic int&rvals. Others are performed on an as-needed basis. \McEKLY· 1, Briefly activate each control valve end observe sprink!er1 for proper oo\ieraga and operation. 2. Immediately repair or replace any sprinklers which may have booome damaged or misaligned by moving operations. 3. Check for irrigation overspray or runoff and corred. as necessary. MONTI-iLY: 1 Adjust programming at the automatic irrigation conb'o!lera based on observed fiekl conditions. 2. Check the soil moisture with an auger and evaluate with regard to duration and frequency cf the irrigation eyelet. Fint tune systems \W8&kly or bl-weekly and make corrsctiont as necessary. Keep racord.: d all infof'matiort 3. Maintain pet cocks of valve• in good operational condition, pet cocks shall b& only ''fu,ger tigt'f' when in the closed position. 4. Controller Operation: Check field valves for sequencing, timing, accuracy and general function al the beginning ot each watering season. 5. Walk and check all on ~ade pipe, check for breaks or leaks, check staking and position a aN pipe and sprinkler heads installed on slope surfaces. CONTINUALLY: 1. Clean sol and debris from sprinkler bodies and nozzles to insure proper water discharge. 2. Straighten sprinklers and adjust nozzles for propm-direction d tfvow. 3. Maintain all sprinklers In good operating order, including proper coo;erage a<:1ustmants. Repai'" or replace sprinklers as needed. 4. Maintain electric conirol valva boxes fi-N ~ debris and soil 5. Adjust waler applicalion1 according to changes in tha weather. Contractor shall be responsible fa damage resulting from eilher over or llldar-watering. AS NEEDED; 1 Extend tha heighl of sprinklers as n&cessary in shrub and turf areas to avoid interl'erence from adjacent foliage. 2. Repair or replace all damaged equipmeni within one watering period. 3. Turn off controllers temporarily during periods d rainfaN. EQUIPMENT REPLACEMENT: 1. Replace any irrigation valves , sprinklers or other components wilh replacement& rl tha exad type and msr,ufacture as called for in the original irrigation plans. MAJOR REPAIRS: 1. Where conditions develop which can not be handled by routine maintenance, they should~ brought to the attention d the Owner. 2. Al damage not resulting from Contractor's activities 01 negligence should be promptly reported to the Owner. 3. Ouring times when tha waters supply is cut off o, the irrigation system is otherwise inoperable, the iandscape should b9 carefully monitored for signs of water stress. Start a hand watering program immediately fa all stressed landscape areas. Notify C>Nnar in writing if this occurs. LANDSCAPE IRRIGATION AUDIT SCHEDULE: 1. Landscape irrigation audits shall be perfonned in accordance with the State~ California Walat Managemert program as described in the "landscape Irrigation Auditor Hancl:!ook''. 2. Audits shall be conducted by certified landscape irrigation auditor. • The first lc:lldscape irrigation audit shall b& performed prior to acceptance and shall b6 r(tpeated every five years thereafter, KEEP ING OF RECORDS: 1. The Contractor shall keep permanent records ~ all performed maintenance tasks. 2. Record all water usage and changes in controller timing, including offtimss during rainfal. 3. R6Card alt activities perfonn&d during th6 quarterly review. 4. Record all proposed and executed repairs. 5. Record all times when the irrigation systems are not operable, • Record aH performed irrigatiof'l audits. OBSTRUCTIONS: WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC ) INTERFERE WITH Tl-iE SPRA '( PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPEFI COVERAGE, Tl-IE 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. (TYPICAL) IMPORTANT RECYCLED IRRIGATION COMPONENTS NOTE: IT IS RESPONSIBILITY OF LANDSCAPE CONTRACTOR TO INSTALL ALL NECESSARY PURPLE COLORED IRRIGATION COMPONENTS FOR ALL RECYCLED IRRIGATION WATER SYSTEMS AS REQUIRED BY CITY OF CARLSBAD, COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH AND CARLSBAD MUNICIPAL WATER DISTRICT. ' RICK. 2-21-2008 W:ADELL ENGINEERING CORPORATION WWW.WADELL COM ENGINEERJNG COMPANY !.i620 FRIARS ROAD SAN DIEGO,CA92110 b19.:.!91.0707 (FAX)619.291.41 b5 Riverside -Sacramento San ~uir. Obispo Oranjl!!. B~kersncld • Tucsun • Phoenix rlcke n 11lncerlng.com CITY OF CARLSBAD PLANNING DlPT. PLANNING DRWN BY: CHCl-\'.D BY: REC RE.C CITY OF CARLSBAD DWG. 440-1L COUNTY OF DEPARTMENT OF SAN DIEGO PUBLIC WORKS RECOMMENDED BY: DATE DATE REVISIONS BY APPROVED DATE COORDINATE INDEX N E. MCCLELLAN-PALOMAR AIRPORT SCHEDULE "F" SCALE: HOR. VERT. R.S. W.A. 5555 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295 APPROVED BY: MIOHAMMAD FAKHRRIDDINE, COUNTY ENGINEER DATE t----+-------------------+-----+-------1---1-.'::C'::'.O~NS:'_IT.:.. _':Cc'::O~M":'.P!::L.-======:.j ------ FILE NO. FIELD REVISIONS SHEET 26R1 OF 44 SHEETS J-15777 > ~ 8 (.!) z ii LL.I LL.I z (.!) z LL.I '.: ~ ~ N @ J:: J:: 0 I --r ' :1 1.11 l!l!ITI I 'i ~ 1-, j D H 4 5 ~ i ,_, .: j ::E z !.. ;;, ~ lo - b F @ 1 @ CD 30" MIN. COIL OF WIRE @ WATERPROOF CONNECTION (TYP.) @IDTAG @ REMOTE CONTROL VALVE @ CHRISTYCONCRETEVALVEBOX WITH LOCKABLE LIO @ FINISH GRADE Cl) PVC SCH 80 NIPPLE @ PVC SCH 40 ELL • INSTALL ONE VALVE PER BOX REMOTE CONTROL VALVE 1. HARDS CAPE SURF ACE 2. CLEAN BACKFILL AS REQUIRED. TO BE SET IN 6' LIFTS. REFER TO SPECIFICATIONS FOR SPECIFIC MATERIAL AND COMPACTION REQUIREMENTS. 3. LATERAL LINE WITH SLEEVE. 4. PRESSURE MAIN LINE WITH SLEEVE, 5. CLEAN SAND, 6. CONTROL WIRES & COMPUTER HARDWARE WIRE SLEEVE. SLEEVING __J 6 -·, NOTE: VALVE/CONTROLLER INDENTIFICATION SHALL BE PAINTED ON THE VALVE BOXES. use ONL V 100% ACRILIC EPOXY WATER- PROOF PAINT (WHITE OR YELLOW ONLY) NOTE: ~E VALVE BOX FOR RECYCLED '.NATER SYSTEM @ PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) @ BRICK (1 OF 4) ti) PVC MAINLINE PIPE @ SCH 80 NIPPLE (2" LENGTH) ANO SCH 40 ELL @ PVC SCH 40 TEE OR ELL (9 PVC SCH 40 MALE ADAPTER @ PVC LATERAL PIPE @ 2 C.F. PEA GRAVEL SUMP ------11 NOTES: • ALL SLEEVES TO BE PVC, SCH. 80 AND TWICE THE DIAMETER OF THE WORKING PIPE. • ALL SLEEVES TO RUN A MIN, OF 12• BEYOND HARDSCAPE EDGES. • CLEAN BACKFILL MAY BE SUBSTITUTED FOR SAND UNDER WALKS AND DRIVES. HAND DIG CAVITY FOR TI-lRUST BLOCK INTO UNDISTURBED SOIL ' '.,. ..... C REFER TO IRRIGATION LEGEND FOR PIPE TYPES '-----CONCRETE THRUST BLOCK -TYPICAL ~CH THRUST I3LOCK SHALL BE 1 C.F. Of CONCRETE AND SHAU.. USE 5 SACK MIX CONCRE. TE AND HAVE A COPRESSIVE s·r RE:NGTH OF 2000 PSI. TI--JE SIZE OF THE TRUST BLOCK SHOULD BE ADEQUATE TO PREVENT PIPE MOVEMENT AT THE POINT OF THRUST. N.T.S. C N.T.S. G -1 1. FINISH GRADE 0 2 t_.. _Ml_r<._t 1a• MAX. I I i'._'.fTT lT 1:1 ··m· -r-r-·• _, ' - ----------<6 -------{7 ------< 8 6. 3/4" WASHED CRUSHED 2. ~8~Wi-RP~8:t~EVALVE AGGREGATE BASE 7. BRASS NIPPLE 6" LONG 3. STRUCTURE OR HARDSCAPE 8. BRASS 90 STREET ELL WHERE OCCURS 4. QUICK COUPLING VALVE. JT 1" ABOVE GRADf I M:f'~N AR~. m A FINI G E IN PLANTING AREA 5. BRASS NIPPLE 8' LONG QUICK COUPLER NOTE: PliRPLE CAP FOR RECYCLED WATER SVSTEII 1. CURB, SIDEWALK, ETC. 2. FJNlSH GRADE 3. POP-UP ROTOR HEAD WITH A.l\iTI-ORAIN VALVE. SET TOP OF HEAD 1/2" ABOVE GRADE. 4. SCH. BO PVC N!PPLE MIN.'eLONO 5. SCH. 80 PVC TxT ELL 8. PVC Tx:T STREET ELL OR PRE-ASSEMBLED SWING JOINT ASSEMBLIES 1, SCHEDULE 80 PVC NIPPLE. MIN. 10" LONG 8, SCH. 80 PVC TxT STREET ELL OR PRE-ASSEMBLED SWING JOINT ASSEMBLIES 9, SCH. 80 PVC SxSxT TEE 10. LATERALLINEPIPEAND FITTING ROTOR/SPRAY FITTING 9. PRESSURE SUPPLY LINE 10. BRASS 90 STREET ELL 11. BRASS 90 ELL 12. BRICK SUPPORTS NOTE: POP-UPS REQUIRED WHEN WITHIN 10' OF HI\ROSCAPE, WALKWAY ANO WITHIN THE CITY RIGHT Of WAY. TliREE WIRES CLEAN AND STRIP WIRES, CONNECT WIRES WITH A 'SCOTCH-LOC' OR EQUAL ELECTRICAL WIRE CONNECTOR. WIRES ARE TO REMAIN CLEAN ANO DRY TO ENABLE SLEEVE TO PROPERLY SEAL. POSITION SLEEVE TO APPROX. 114' OVER WIRE CONNECTOR (FIG. 2). PUSH CLIP OVER SLEEVE END AT EACH PAIR OF WIRES AS SHOWN. SHRINK THE SLEEVE WITH A TORCH AT A LOW FLAME. SWEEP SLOWLY BACK AND FORTH AROUND SLEEVE UNTIL ADHESIVE FLOWS AND SEALS AROUND WIRES AT EACH CLIP. HOLD TORCH 4--6 INCHES FROM SLEEVE. DO NOT TOUCH FLAME TO SLEEVES OR WIRES. AVOID SCORCHING. ALLOW TO COOL FOR APPROX. TWO (2) MINUTES. NOTE: SLEEVES TO BE 'SPLICE COAT'# DB-2358, AVAILABLE FROM: GLOBAL SPAN PRODUCTS CAMBELL, CA. 95009(408) 379-2358 3 N.T.S. N.T.S. B 4 5 6 7 8 9 -----CONCRETE VALVE BOX WITH LID ----12" DIA. SCH 80 PVC PIPE ---BALLVALVE-PERLEGEND LINE SIZE 1• TYP. I FINISH GRADE _-Ill 'r U jJ_ --BRICK SUPPORT - FULL PERIMETER jJgk'---DRAIN ROCK ~•m~J,if;:;----PVC UNION NOTE; PURPLE VALVE BOX FOR RECYCLED WATER SYSTEM FOR REDUCED PLANS 10 ORIGINAL SCALE IS IN INCHES PLANS DESIGNED CHECKED DELINEATED 2 12' MIN. 36' MAX .J..ti' MAX, PRESSURE 1 ~---.. REGULA TOR ----~, ;.::i= cc.c:;-+--~-+l-----'--"'ie...__--f+---"" - @-...J I ~--':::~ 1=='::~ ' L, ---- ' ' J ! II 3 ~ J j)_--'P-'U~B=Lc.clC'+-P~Rl~V-'-A-'-TEcc___CccO~Nc'=S~U--c'M=',E~R-=Sc---RccE-cc:SPON~.BILlTY _ I/ '&I i1~i?~f;1l.&H~~tNT JO ftff?} ~E ,:--7 ::: =:;:,. ~Al.lf"ORNIA A0~1N1smATi~ ct.I. ITEM DESCRIPT!ON -~ . ~O VALVL[fil DISTRICT l. l YP< K .~ TYP"!: L ilAA~-COPPER OR ASS RIS£~. 0 f--¼--... COPPf).r Ott" A 90" t.1 aow I DER If \NlS OR Rt-:ADfJf nTTlNCs ,. ... CCPPER CR 8RASS NIPPLE. 5 8RASS UNJDN. - 0 APPROW.J2.JiA~ PRE SFMSLY. t+·T ggtj~Bt;IJ; lliR\JST ~OCK ---·---ME ·1[R SOX C !;'!" D~STRief •, , A•••--•• BALL VALVE N.TS. A BACKFLOW N.T.S. 1. CURB, SIDEWALK, ETC. 2. CONCRETE VALVE BOX W/ LOCKING TOP (LABELED MASTER VALVE) SET 1" ABOVE FINISH GRADE IN PLANTING AREAS ONLY. 3. FINISH GRADE 4. COMMON AND CONTROL WIRES TO CONTROLLER LOCATION 5. MASTER VALVE (REFER TO LEGEND) 2 3 3' MIN. 4 6. PVC MAINLINE 7. 2 C.F. PEA GRAVEL SUMP NOT£: 8. SCH. 80 PVC UNION PURPLE VALVE BOX FOR RECYCLED WATER SYSTEM t:!2!§.: PURPLE VALVE BOX FOR RECYCLED WATER SYSTEM 1, CURS, SIDEWALK, ETC. NOTE: ALL VALVES TO BE INSTALLED IN SHRUB AREAS. 2. FINISH GRADE 3. ROUND CONCRETE VALVE BOX WI LOCKING TOP (LABELED GATE VALVE) 4. PLASTIC PIPE SLEEVE (MIN. 4" DIA) 5. GATE VALVE (REFER TO LEGEND) E VALVE CD FINISH GRADE IN TURF AREAS Cg) PRESSURE REGULATOR, SEE LEGEND FOR SPECS. @ BASKET STRAINER, SEE LEGEND FOR SPECS. PURPLE PL. RECTANGULAR 'JUMBO' VALVE BOX[S) WITH BOLT DOWN COVER, USE 6. SxT MAINLINE FITTING (TYP.) 7. 2 C.F. PEAGRAVa SUMP 8, SCH. 80 PVC NIPPLE 9· ~'1J9Jri~~ia~~ry NOTE; ALL VALVES TO BE INSTALLED IN SHRUB AREAS. N,T.S, BY DATE ' RICK ENGINEERING COMPANY 5620 FRIARS ROAD SAN C)IEGO, CA 9211 D &19.291.0707 STAINLESS BOLT, NUT, ANO WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPEEDGE. HEAT BRAND "RCV" AND CONTROL STATION# ONTO LID. ~-----1 \fAXJ619.291.4165 @ FINISHED GRADE IN SHRUB AREAS @ REMOTE CONTROL VALVE, SEE LEGEND FOR SPECS. (j) 24" WI RE LOOP WITH DRI- SPLICE CONNECTORS ( 1 OF 2) ® ~---til @ NOTE: □~: INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE lf'l. PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. \J-9 ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR @) VALVE IDTAG SC~. 80 PVC T<T ELL SCH 80 PVC NIPPLES LENGTH AS REQ , (1 OF 2) (4) BRICK SUPPORTS 2-21-2008 l -_ -·-=i1+f"~ WADELL ENGINEERING CORPORATION WWW. WADELL.COM Riverside -Sacramenco -Sdf1 luis obiipo Ora~~• B.ikc!S'icld • Tue.son • Phoel'lix rrcken gr fleer1 ng.com \ ~1\JSCAP/ c_<-Y ~ ~uh fir 4,pc ~,, ·/y I •~ ,..>. ,, "' . e.i:~-- ,, Cl I~ ,l ,,.___ Of (Ac0 ·-- CITY OF CARLSBAD PLAN~ING JEPT. PLANNING t----r----------------------------+---.--------------------------_.:,""1--_PASTE. @ 314• ROCK, 2 CUBIC FEET LANDSCAPE FABRIC IRRIGATION MAINLINE OR MANIFOLD SUPPLY DRWN BY: REC CITY OF CARLSBAD OWG. 440-1L J THRUST BLOCKS COUNTY OF DEPARTMENT OF SAN DIEGO PUBLIC WORKS 5555 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295 N.TS, WIRE CONNECTIONS RECOMMENDED BY: ___________ DATE DATE APPROVED BY: ==--=-c=-----------DATE MOHAMMAD FAKHRRIDDINE, COUNTY ENGINEER ----- N.T S. N.T.S. N. E. 1---+------------------l---~l------l-----ll--',,'CO':"N!'S>i_T'...., ~CO':"M~P'.!:Lc...· ======-J FIELD REVISIONS CHCKD BY MCCLELLAN-PALOMAR AIRPORT SCHEDULE "F" REC SCALE: HOR. VERT. W.A. R,S, FILE NO. SHEET 27R1 OF 44 SHEETS J-15777 llln~:r._1.111 lllUl.lli' i >-J: z if J;:. 8 0 (!) • z --ii: LU ,--LU z (!) !3 z LU ~ u ri 1, ~ i @ ll I I . 111111111:111 il.! D J ,.. 10' MINIMUM WATER IRRIGATION lv'AINLINE WITH SLEEVE Q) SIDEWALK @ CURB @ POTABLE SERVICE LINE 0 RECLAIMED WATER IRRIGATION MAINLINE WITH SLEEVE @ METER BOX WITH METER NOTE: VERTICAL CLEARANCE OF 12' MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATERLINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24' FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM THE POTABLE MAINLINE IN THE STREET. POTABLE MAINLINE CROSSING "DONOTDRINI<." -SIGN, ·,ooo :ios r, ::.t.E NJ<E 4 BEL OW FINISH GRAD£ --~: --. UC!!(~: .. G' :@::::: --i-+- NOTES: ~I✓ 11 RUER lJ SHT,[JN 15\51 JF T4E SPEC:f[C..T!ONS g 0 N 21 SJ:,;Ns SHALL BE ~AN-JFACT..:REO OF ALL'M<NU~ SHEU, THICK"IESS ,,61rrn 10,06]~ OR 18: GAGEi 31 THE S:GN SHALL NCORPCRATE A ?Ufi.PLE BACKGROUND WlTH ~HIT~ LETTERS A.ND svt>ABOLS Ill SICNS SHALL BE MOLNT[O ON A 1:>0rrm I( 10011m (4'' 1r 4~) PRESSURE TREAH:.D WOOD POST 900mn 136"t FRO.~ FINISH GRADE:. ATTACH THE SJGN TO rHE PUST us:NG 6.4rrm x ~8rrrn ( 1,,• x 2112" I ANDO'. ZED LAG SCR(WS AND WAS4U~S 12 EACH) ~~~~~~~~~~~~'<✓-0✓.»/<1//.<1//<1/,<¾'<1/'/.<1//.(/'/.{/'/.<%'.(¼~ 0 PURPLE LANDSCAPE DRIPLINE © TOP OF MULCH 0 PRESSURE-COMPENSATING l~LINE EMITTER TUBING: RAIN BIRD LO-• -09 18 500 0 TIE DOWN STAKE: RAIN BIRD LD16-STK OR JUTE STAPLE (STEEL) 0 FINISH GRADE BELOW GRADE DRIPLINE N.TS. N.T.S. ~-couNft-F OF ~ N D EGO PUBLIC WORKS DEPARTMENT 555lS OVERLAND AVENUE, SAN DIEGO, CA 92123-1295 C G -1 2 NOTE: PURPLE CAP FOR RECYCLED WATER. SYSTEM 1. FINISH GRADE 5. SCH. 80 PVC NIPPLE · LENG TH AS REQUIRED 2. POP-t!P SPRAY HEAD WITH ANTI-DRAIN VALVE. SET TOP OF HEAD 1/2' ABOVE GRADE G. SCH. 80 PVC STREET ELL TxT 3. PVC LATERAL LINE PIPE AND FITTING 7. SCH. 80 PVC TxT 90 ELL 8. MODEL CST NOZZLE 4. SCH. 80 PVC STREET ELL T x T NOlE: POP-UPS REQUIRED WHEN 1'111\.HN 10' Of' HARDSCAPE, WALKWAY ANO 1'11THIN THE CllY RIGHT Of' WAY. POP-UP DUAL STREAM BUBBLER @-~\ e:::::= ___ • ____________ _,3 ~r® 0l------Q) Q) STREET SURFACE @ POTABLE LINE @ MINIMUM REQUIRED VERTICAL SEPARATION 0 RECLAIMED WATER IRRIGATION MAINLINE IN SLEEVE NOTE: ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND IJ\BELED AS SPECIFIED IN THE "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS WATER DISTRICT' RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS OCTOBER 1993. POTABLE SERVICE LINE CROSSING NOTE: ~------FINISH GRADE, SEE CHART BELOW ~----112' TOOLED RADIUS ____ 12" WIDE CONCRETE MOWBAND W/ LIGHT BROOM FINISH LENGTHWISE --~-#3 REBAR CONT. OVERLAP 12' -FINISH GRADE COMPACTED SUBGRADE SEE CHART BELOW FINISH GRADE: CLEAR: IJ\WN GROUNDCOVER 2' SHRUB AREA 1· 2· D. G. ASPHALT CONCRETE PAVERS 314• FLUSH FLUSH FLUSH EXPANSION JOINTS SHALL BE 1 1/2' DEEP SCORE, STRAIGHT RUNS @20'-0" O.C. MAX INTERVAL AND AT 10'-0' 0.C. MAX ALONG CURVES. PROVIDE 1/4' WIDE x 314• DEEP SCORE@ 5'-0" O.C. INTERVAL. CONCRETE MOW CURB RECOMMENDED BY: APPROVED BY: MOHAl.1MAD FAKHRRIDDINE, COUNTY ENGINEER 0 N.T.S. N.T.S. N.TS. DATE DATE OATE B 2 CONCRETE VALVE BOX WITH HINGED IRON COVER PAINT FS ON LID 3 4 5 TWO (2) CONDUCTOR, SHIELDED CABLE (PAIGE P7162D) CONNECTION TO TRANSMITTER BLACK REO 6 7 WATERPROOF OONN!i;G,:1-S--¾-~ i------EXTENSION '-• .-----JUMBO BOX DATA INDUSTRIAL FLOW SENSOR MAIN LINE --fr7l-==,..lL---~~---Lfr"i1-:--SIZE OR DIRECTION SIZE OR N CHANGE AT DISTAN E EQUAL TO 10X PIPE DIAMETER FROM FLOW SENSOR NOTE: PURPLEVALVEBOXFOR RECYCLED WATER SYSTEM FLOW SENSOR 10XPIPED.A. MODEL CST FINISH G~ADE 5X PIPE DIA. LJ-,rlJ-CHANGE AT DISTANCE EQUAL TO 5X PIPE DIAMETER FROM FLOW SENSOR (IF REQUIRED) \__5• DEEP i-PEA GRAVEL SUMP N.TS. PVC COUPLER k'<t<i 1/2" PVC RISE.R-------t" (LENGTH AS REQUIRED) t/2' STREET ELL POLY ELL POLY PIPE (LENGTH AS REQUIRED) POI. Y ELL PVC TEE NOTE: PURPLE CAP FOR RECYCLED WATER SYSTEM PVC LATERAL LINE NOTE: POP-UPS REQUIRED WHEN 1'11THIN ,o' OF HARDSCAPE, WALKWAY AND l\1THIN THE CllY RIGHT OF' WA.V. 6 REVISIONS 0TOP OF MULCH /.\SUBTERRANEAN EMITTER BOX: \-V RAIN BIRD SEB-llX f.\A IR RELIEF VALVE KIT: ~ RAIN BIRD X71000 @INISH GRADE ©PURPLE DRIPLINE TUBING 0 3/4-INCH WASHED GRAVEL NOTE: A. AIRNAC TO BE INSTALLED AT HIGHEST LOCAL ELEVATION. B. THREAD AIR VACUUM RELIEF VALVE INTO ADAPTOR TEE WIT TEFLON TAPE. C. NOTCH SIDE OF BOX FOR UNOBSTRUCTED LINE ACCESS. D. PROVIDE CONT. SUPPORT DF TUBING & AIRNAC VALVE. BY APPROVED A 4 8 9 CONTROLLER -11t SEE IRRIG. LEGfNO POWER SWITCt-llGl-1 • RECEPTACLE :!I 11::.KMIP..ALSrROP -- CALSENSL IIIGH LOW SYSTEM OR Af'PRO\JEO EQUAL ... CONTROLLER FOR REDUCED PLANS 10 ORIGINAL SCALE IS IN INCHES ~--UNITED GREEN rE:.CH ,e· f-RONT ENTRY CONTROLLER ASSEMBLY (CA SERIES) NEMA 3R RANPROOF ENCLOSURE (UL LIS I E::l>) STAINLESS STEEL ~-MASTER VALVE REL.A Y ASSEMBV OR PUMP START RElAY ASSEMBLY (OPTIONAL) --HUNTER MINI-CLICK RAIN SENSOR IN SENSOR GUARD ENCLOSURE. MODEL SG-MC ~--RADIO REMOTE ACCESS ASSEMBLY 3/4" PVC CONDUIT FOR 120 VAC FROM ME.1 C.Rl:.D ?OWER SUPPLY --PVC CONDUIT FOR CONTROL WIRES, SIZE AS REQUIRED "-----APPLY A BEAD OF SILICONE BETWEEN CONTROLLER AND PAD FILL VOIDS WITH CONCRETE 1• PVC CONDUIT FOR FLOW SENSOR CABLE AEF 9518-2SP (IF APPLICABLE) POURED CONCRETE BASE NOTE: CONTACT CITY TO LOCATE LOCATION OF CONTROLLER ASSEMBLY N.T.S. ~----------SANO FILL --------COMPACTED BACKFILL • • • • • • • •• t-----,-,-~ ~I: -------CONCRETE PAVING 4 • --MULCH COVER ---TREE GRATE ABOVE I IF APPLICABLE 4'□K3' PERFORATED DRAIN PIPE WI CAP / FLOOD BUBBLER / 1 SCH 80 NIPPLE .1-fL--'~ I \.<"v;"C-· //-7,;f--r-- FINISH GRADE ROOTBALL PROVIDE A 4" MIN., 6' MAX. SLOT TO ALLOW FOR SETTLEMENT WRAP OPENING WI 2 LAYERS OF DRAINAGE CLOTH N.T.S. 7----- F.G. . I G ~ · . 1-RAINBIRD SUB. EMITTTER BOX SEB-6X . 2-LINE FLUSHING VALVE RAINBIRD MODa:LOC 16Fcap. . 3-1/2" PVC MALE ADAPTER AND PIPING. 4-BRICK SUPPORTS (TWO). · !5-PEA GRAVEL SUMP (8" DIAMETER, 24" DEEP). 6-SEE NOTES AND SPECIFICATIONS. FLUSH IN TURF: 1• IN GROUND COVER. 7-2' MAX PLANS DESK;NED CHECKED DELINEATED 2-21-2008 l ------~~ ·~···~-,17~~- WA DELL ENGINEERING CORPORATION WWW. WADELL COM BY DATE ' RICK ENGINEERING COMPANY 5&20 fRIARS ROAD SAN DIEGO, CA 92110 619_291.0707 lFAX)6 19.291.4165 Riv"1r;ide · Sacramento -San Luis Obi,;po OrJnge • SJkersfleld • Tucson • ?hoenbc r1cke rigr nr.,.in r:g.com ITY OF CARLSBAD PLANNING DEPT. DATE COORDINATE INDEX N. E LANNING o:;i:wN BY: N.T.S. CHCKD BY: MCCLELLAN-PALOMAR AIRPORT SCHEDULE "F" R[C REC SCALE: HOR. WA. CITY OF CARLSBAD DWG. 440-1L VERT. R.S, l---+------------------l-------sl------l-------lµC'::"ONr,,_:Sc1_T,__, ~CO'::"M~P::.':L::., -======-J ------FILE NO. FIELD REVISIONS SHEET 28R1 OF 44 SHEETS J-15777 1 1 11 1 -I I! I I 1: i: ; I f l >-~ _c. 8 c:. 0 (!) ' z -1i: -UJ r UJ z a u r/i 0c) :,.: 0 1i: 1-, ~ 0 N @ :£. 1.1 DESCRIPTION 1.1.1 THE GENERAL AND SPECIAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. 1.1.2 COMPLY WITH ALL LOCAL AND STATE CODES, ORDINANCES, SAFETY ORDERS, AND REGULATIONS OF ALL LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION OVER THIS WORK. 1.1.3 OBTAIN AND PAY FOR ALL PLUMBING PERMITS AND ALL INSPECTIONS REQUIRED BY AUTHORITIES STATED ABOVE. 1. 1.4 NOTIFY THE LANDSCAPE ARCHITECT IN THE EVENT ANY EQUIPMENT OR METHOOS INDICATED ON THE DRAWINGS OR IN SPECIFICATIONS CONFLICTS WITH LOCAL CODES, PRIOR TO INSTALLATION. 1. 1.5 BEFORE BEGINNING OF ANY SITE WORK, THE CONTRACTOR TO SET UP PRE-CONSTRUCTION MEETING WITH CITY INSPECTOR AND PROJECT LANDSCAPE ARCHITECT. 1.2 SCOPE OF WORK: 1.2.1 THE WORK CONSISTS OF FURNISHING LABOR, TOOLS, MACHINERY, MATERIALS, AND PROCESSES REQUIRED TO COMPLETE THE SPRINKLER IRRIGATION SYSTEM DESCRIBED HEREIN AND SHOWN ON THE DRAWINGS. 1.2.2 THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO INDICATE AND SPECIFY A COMPLETE SPRINKLER SYSTEM, INSTALLED READY FOR USE WITHOUT FURTHER COST IN LABOR OR MATERIAL TO THE OWNER. 1.2.3 IN THE EVENT OF CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE LANDSCAPE ARCHITECT SHALL BE CONSULTED. 1.2.4 DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. 1.2.5 THE CONTRACTOR SHALL PROTECT THE WORK, ADJACENT PROPERTY AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY AND LOSS DUE TO HIS ACTS OR NEGLECT. 1.2.6 THE CONTRACTOR SHALL SUBMIT UNIT COSTS TO THE OWNER FOR ADDITIONS OR DELETIONS TO THE CONTRACT DOCUMENTS. 1.3 RESPONSIBILITY 1.3.1 THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO BE PERFORMED UNDER THIS CONTRACT. NO SUBCONTRACTOR SHALL RELIEVE THE LANDSCAPE CONTRACTOR OF HIS LIABILITY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS AND INDICATED IN THE SPECIFICATIONS. 1.3.2 THE LANDSCAPE 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. 1.3.3 THE LANDSCAPE CONTRACTOR SHALL PROTECT THE OWNER'S PROPERTY FROM INJURY OR LOSS. ALL DAMAGE TO EXISTING PROPERTY (BUILDING, UTILITIES, ETC.) OR PLANTING (TREES. SHRUBS, LAWNS, OR GROUND COVERS) CAUSED BY THE LANDSCAPE CONTRACTOR DURING HIS OPERATION OR AS A RESULT OF THE MALFUNCTION OF INSTALLED WORK DURING THE GUARANTEE PERIOD SHALL BE REPAIRED AT HIS EXPENSE. 1.3.4 THE LANDSCAPE CONTRACTOR SHALL CAREFULLY NOTE ALL FINISH GRADES BEFORE COMMENCING WORK. ANY FINISH GRADE CHANGED DURING THE COURSE OF HIS WORK SHALL BE RESTORED TO THE ORIGINAL CONTOURS. 1.3.5 THE OWNER SHALL NOT BE RESPONSIBLE FOR DAMAGE CAUSED BY LABOR OR MATERIAL FURNISHED BY THE LANDSCAPE CONTRACTOR UNDER THIS CONTRACT, WHICH MIGHT HAVE BEEN PREVENTED BY THE LANDSCAPE CONTRACTOR'S PRUDENCE. 1.3.6 THE LANDSCAPE CONTRACTOR SHALL CAUSE MINIMUM INTERFERENCE WITH WORK PERSONS, MATERIALS, EQUIPMENT OF OTHER SUBCONTRACTORS. 1.4 EXAMINATION OF PROJECT DRAWINGS AND SITE 1.4.1 PRIOR TO SUBMISSION OF HIS BID, THE LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE, THE COMPLETE DRAWINGS OF THE PROJECT, AND THE SPECIFICATIONS FOR SAME, IN ADDITION TO THE DRAWINGS ANO SPECIFICATIONS FOR THE SPRINKLER IRRIGATION PORTION OF THE WORK. 1.5 SUBMITTALS I APPROVALS 1.5.1 THE LANDSCAPE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT, MATERIALS OR PROCESSES SPECIFIED BY NAME IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT AND CITY INSPECTOR. 1.5.2 THE LANDSCAPE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE FOR APPROVAL OF ITEMS DIFFERENT THAN THOSE SPECIFIED. 1.5.3 SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR CONTROLLER ENCLOSURE ASSEMBL Y(S), INCLUDING ELECTRICAL WIRING SCHEMATIC. SUBMIT SHOP DRAWINGS ANO SPECIFICATIONS FOR ALL SPECIAL ASSEMBLIES, E.G. BOOSTER PUMP(S), FERTILIZER INJECTION, CONTROLLER ENCLOSURE, CENTRAL CONTROL SYSTEM, MOISTURE-SENSING EQUIPMENT, ETC., IF SHOWN ON THE DRAWINGS. 1.5.4 EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT MAY BE REJECTED ANO THE LANDSCAPE CONTRACTOR REQUIRED TO REMOVE SUCH MATERIALS FROM THE SITE AT HIS OWN EXPENSE. 1.5.5 APPROVAL OF ANY ITEM, ALTERNATE OR SUBSTITUTE, INDICATES ONLY THAT THE PRODUCT(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. 1.5.6 MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE LANDSCAPE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. COUNTY OF DEPARTMENT OF SAN DIEGO PUBLIC WORKS 5555 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295 FOR REDUCED PLANS PLANS BY DATE DESIGNED -1 0 1 2 3 4 5 2.8 CONTROL WIRE 6 7 8 9 10 ORIGINAL SCALE IS IN INCHES JC 4 1e 01 CHECKED PT 4 1e 01 1.5.7 THE LANDSCAPE ARCHITECT CAN, AT HIS OPTION, REQUIRE A MANUFACTURER'S WARRANTY ON ANY PRODUCT OFFERED FOR USE. 1.5.8 MATERIAL SHALL BE OF THE BEST QUALITY OBTAINABLE, OF AMERICAN MANUFACTURE, AND SHALL COMPLY STRICTLY WITH THE DRAWINGS AND SPECIFICATIONS, EQUIPMENT SHALL BE NEW AND UNUSED PRIOR TO INSTALLATION. 1.& EXPERIENCE AND QUALIFICATIONS 1.6.1 THE LANDSCAPE CONTRACTOR SHALL EMPLOY ONLY CERTIHEO LANDSCAPE TECHNICIANS (CL T'S) WITH THE CALIFORNIA LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR ALL IRRIGATION INSTALLATION WORK. 1.6.2 LANDSCAPE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT PHOTOCOPIES OF CURRENT CLT REGISTRATION FOR ALL FOREMEN PERFORMING WORK ON THIS PROJECT, PART 2 PRODUCTS 2,1 61'lVAHli!E& PIP& NIB FIHIHSS 2.1.1 8:'tL'aY1PJIZEB PIPE WI JERE lfJOIS,\TEB 8'-fl IE BRNNIPJOB BR 9PE81FIEB 811:*rl::L OE A.8.:~. 801 IEOULE 18 OiA1IJu',P1f lli!EB MILB STEEi:: 89RB\'E8 PIPE. i!.1 . .3 9P:L\\Stt41ii!EB FFfl-11I96 6II:ArLL Bi hU!BlUf.1 8.'tk'c'.Atfllii!ED 66REWE9 8&,0EB M1•1LLE.01□LE IRS,f. Sl1L'o?Jtli!!EO 88l:1Pllfi88 fol; NOE MEfil81 b'tfff 80UPUft8. 2.2 BRASS PIPE 2.2.1 BRASS PIPE SHALL BE HEAVY WALL TYPE WITH THREADS COMPLYING TO A.SA SPECIFICATIONS. 2.2.2 FITTINGS SHALL BE CASE BRASS OR CASE BR8NZE THREADED JOINT AND SHALL COMPLY WITH A.S.A. SPECIFICATIONS. THREAD ON PIPE AND FllTINGS SHALL BE TAPER TYPE. 2.3 PLASTIC PIPE AND FITTINGS 2.3.1 PLASTIC PIPE SHALL BE EXTRUDED FROM 100% VIRGIN POLYVINYL CHLORIDE (PVC) TYPE 1, GRADE 11 AS MANUFACTURED BY PACIFIC PLASTIC, DR EQUIVALENT. 2.3.2 PLASTIC PIPE SHALL BE CONTINUOUSLY ANO PERMANENTLY MARKED WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME. NOMINAL PIPE SIZE. PVC 1220, SOR (STANDARD DIMENSION RATIO) AND/OR THE PRESSURE RATING IN PSI, NSF (NATIONAL SANITATION FOUNDATION) 2.3.3 PLASTIC PIPE TO BE INSTALLED ON THE NON-PRESSURE SIDE OF THE VALVES SHALL BE PVC 1220, CLASS 200 UNLESS OTHERWISE SHOWN ON THE DRAWINGS, DETAILS, OR LEGEND. ALL PIPE TO BE INSTALLED ON THE PRESSURE SIDE OF VALVES SHALL BE PVC 1220, SCHEDULE 40 FOR SIZES UP ro AND INCLUDING 2", CLASS 315 FOR SIZES LARGER THAN 2". 2.3.4 FOR RECYCLcD SYSTEMS, ALL PRESSURE-SIDE PIPES SHALL BE STENCILED WITH THE WARNING "NON-POTABLE WATER,' AND PIPE SHALL BE COLOR-CODED (PURPLE). 2.3.5 PLASTIC FITTINGS SHALL BE PVC 11, IPS, SCHEDULE 40, NSF SLIP FITTINGS AND SCHEDULE 80 THREADED FITTINGS AS SHOWN IN THE DETAILS AS MANUFACTURED BY 1.ASCO, WESTERN, OR EQUIVALENT. 2.3.6 SOLVENT-WELD GLUE SHALL BELASCO #711 GREY HEAVY BODY, OR EQUIVALENT. ALL PRESSURE-SIDE PIPE SHALL BE PRIMED WITH LASCO "PURPLE PRIMER" SOLVENT BEFORE GLUING. FIT AND GLUE PIPE PER MANUFACTURER'S SPECIFICATIONS. 2.3.7 THREADED NIPPLES SHALL BE STANDARD WEIGHT SCHEDULE 80 MOLDED THREADS. ALL THREADED NIPPLES EXPOSED ABOVE GRADE SHALL BE GRAY IN COLOR. 2.3.8 PIPE FOR SLEEVING SHALL BE PVC SCHEDULE 40 WITH 18" COVER FOR LATERALS AND 24' COVER FOR MAINLINES UNDER PEDESTRIAN PAVING AND SCHEDULE 80 WITH 36" COVER UNDER VEHICLE PAVING. PROVIDE PULL ROPE 10 FEET LONGER THAN SLEEVE. 2.3.9 ABOVE-GRADE PIPE SHALL BE UVR (ULTRAVIOLET RESISTANT) SCHEDULE 40 PVC PIPE, AS MANUFACTURED BY PACIFIC PLASTICS, OR APPROVED EQUAL. ALL ABOVE-GRADE FITTINGS SHALL BE UVR, AS MANUFACTURED BY SPEARS MANUFACTURING COMPANY, OR EQUIVALENT. 2.3.10 FOR RECYLCLED WATER SYSTEMS, ABOVE-GRADE PIPE AND FITTINGS SHALL BE "RECYCLED PURPLE" COLOR AND SHALL BE STENCILED WITH THE WARNING 'NON-POTABLE WATER" 2.4 QUICK COUPLING VALVES 2.4.1 QUICK COUPLING VALVES SHALL BE TWO-PIECE BODY DESIGNED FOR WORKING PRESSURE OF 150 PSI AS INDICATED IN THE LEGEND AND INSTALLED IN ACCORDANCE WITH DETAIL THEREOF. QUICK COUPLING VALVES SHALL BE INSTALLED WITH LOCKING YELLOW (PURPLE) VINYL COVERS. 2.5 AUTOMATIC CONTROLLER(S) AND RELATED EQUIPMENT 2_5.1 CONTRDLLER(S) SHALL BE AS INDICATED ON THE DRAWINGS. CONTROLLER(S) SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND AS SHOWN ON THE DRAWl~1GS. 2.5.2 CONTROLLER ENCLOSURE(S) SHALL BE STAINLESS STEEL, HEAVY DUTY AS INDICATED ON THE DRAWINGS. 2.5.3 CONTROLLER NUMBER(S) AND REMOTE CONTROL ACCESS NUMBER(S) SHALL BE ,~EA TL Y STENCILED ONTO OUTSIDE OF ENCLOSURE DOOR IN 2" HIGH LETTERS, USING PAINT DESIGNED FOR DIRECT APPLICATION ONTO STAINLESS STEEL. 2.6 REMOTE CONTROL VALVES 2.6.1 REMOTE CONTROL VALVES SHALL BE AS 1NDICATED ON THE DRAWINGS AND INSTALLED IN ACCORDANCE WITH THE DETAILS THEREOF. FOR THE RECYCLED WATER SYSTEMS BRASS VALVES SHALL BE PRIMED AND PAINTED WITH PRO-LINE EPOXY URETHANE PAINT SYSTEM IN COLOR TO MATCH "RECYCLED PURPLE." PAINT VALVES BEFORE INSTALLATION. IF PLASTIC VALVES ARE SPECIFIED. THEY SHALL BE INTEGRAL COLORED PLASTIC, PAINTING SHALL BE OM11TED. 2.7 SPRINKLER HEADS 2.7.1 SPRINKLER HEADS SHALL BE AS INDICAl ED ON THE DRAWINGS AND INSTALLED IN ACCORDANCE WITH DETAILS THEREOF. 2.8.1 W!RE SHALL BE INSULATED, SOLID COPPER CONDUCTOR OF TYPE APPROVED FOR DIRECT BURIAL. USE COLOR-CODED WIRE FOR PILOT WIRES, A DIFFERENT COLOR FOR ALL VALVES OF EACH CONTROLLER, AND INSTALL PER VALVE MANUFACTURER'S SPECIFICATIONS AND WIRE CHART. COMMON WIRE FOR EACH CONl ROLLER SHALL BE WHITE WITH STRIPE OF SAME COLOR AS PILOT WIRES. EXTRA WIRES SHALL BE BLACK. A COLOR DIFFERENT FROM ALL PILOT ANO EXTRA WIRES SHALL BE USED FOR MASTER VALVE AND FLOW SENSOR WIRES. 2.8.2 SIZING OF WIRE SHALL BE IN ACCORDANCE TO MANUFACTURER'S RECOMMENDATIONS, IN NO CASE LESS THAN #14 IN SIZE. 2.8.3 CONNECTIONS ON 24 VOLT WIRE SHALL BE MADE BY SCOTCHLOCK CONNECTOR SEALING PACK #3577 AS MANUFACTURED BY THE 3M COMPANY, OR EQUIVALENT 2.8.4 HIGHER VOLTAGE LINE CONNECTIONS OR 110 VOLT SHALL BE MADE BY CLAMP AND WATERPROOFED WITH 3M COMPANY SCOTCHCAST SPLICING KITS OR APPROVED EQUAL. 2.9 VALVE BOXES 2.9.1 REMOTE CONTROL VALVE BOXES SHALL BE OF HOPE TYPE AS MANUFACTURED BY BROOKS, AMETEK, CARSON, OR OTHER AS PER DETAIL. FOR RECYCLED WATER SYSTEM, BOX LIDS SHALL HAVE THE LETTERS "RCV" MOLDED INTO THEM. BOXES SHALL HAVE LOCKING LIDS, PROVIDE TWO KEYS MINIMUM. BOX LIDS SHALL BE PURPLE COLOR, HOPE TYPE. 2.9.2 BOX LIDS SHALL BE NEATLY, AND PERMANENTLY MARKED AFTER INSTALLATION WITH THE GONTROLLER STATION NUMBER "HOT-MEL TED' WITH PRE-FORMED STEEL LETTERS/NUMERALS ANO BRANDING TOOL INTO THE CENTER OF THE LID. 2.9.3 CONTROL WIRES SHALL BE TAGGED WITH PERMANENT IMPRINTED TAGS INSIDE THE BOX WITH THE CONTROLLER DESIGNATION AND STATION NUMBER. 2.10 BALL VALVES 2.10.1 BALL VALVES OF SIZE, CAPACITY, AND MANUFACTURER AS INDICATED ON THE DRAWlt-,GS SHALL BE PROVIDED, INSTALLED, AND LOCATED AS SHOWN THEREOF. 2.10.2 EACH BALL VALVE SHALL BE HOUSED IN A ROUND BOX MARKED "IRRIGATION SHUT-OFF', AS MANUFACTURED BY BROOKS, AMETEK, CARSON, OR EQUIVALENT. 2.11 CHECK VALVES 2.11. 1 SWING CHECK VALVES 2" AND SMALLER: 200 POUND W.O.G. BRONZE CONSTRUCTION WITH REPLACEABLE COMPOSITION, NEOPRENE, OR RUBBER DISC MEETING OR EXCEEDING FEDERAL SPECIFICATION WW-V-51 D, CLASS A, TYPE IV. 2.11.2 ANTI-DRAIN VALVES: OF HEAVY DUTY VIRGIN PVC CONSTRUCTION WITH FIP THREADED INLET AND OUTLET. INTERNAL PARTS SHALL BE STAINLESS STEEL AND NEOPRENE. ANTI-DRAIN VALVES SHALL BE FIELD ADJUSTABLE AGAINST DRAWOUT FROM 5 TO 40 FEET OF HEAD. ANTI-DRAIN VALVE SHALL BE SIMILAR TO THE VALCON "ADV" OR EQUIVALENT. 2.12 BACKFLOW PREVENTION UNITS 2.12.1 BACKFLOW PREVENTION UNITS SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS. 2.12.2 WYE STRAINERS AT BACKFLOW PREVENTION UNITS: SHALL BE BRONZE THREADED BODY WITH 60 MESH MODEL SCREEN AND SHALL BE SIMILAR TO BAILEY #100B OR EQUIVALENT. RECOMMENDED BY: REVISIONS APPROVED DATE ___________ DATE ------~-+--------------------1'-----l----+------l COORDINATE INDEX DELINEATED 2.14 FLOW METER 2.14.1 FLOW METER SHALL BE BRASS INSERT STYLE, RATED FOR LINEAR VELOCITIES OF FLOWS FROM 1 FT/SEC. TO 30 FT/SEC. GLASS REINFORCED NYLON IMPELLER AND HOUSING. 2.15 MASTER VALVE PT 2.15.1 MASTER VALVE SHALL BE CAST IRON BODY WIHT REMOVABLE SEAT AND HAVE TWO INLET TAPPINGS FOR EITHER ANGLE OR STRAIGHT INSTALLATION. NORMALLY CLOSED ENERGIZE SOLENOID TO OPEN VALVE. THE INTERNAL CONTROL SYSTEM OF THE VALVES MUST BE MECHANICALLY SELF-CLEANING AND AUTOMATICALLY SELF-PURGING WITHOUT THE USE OF SCREENS OR FILTERS, PART 3 EXECUTION 3.1 SURFACE CONDITIONS 3.1.1 INSPECTION OF EXISTING CONDITIONS 3.1.1.1 PRIOR TO WORK OF THIS SECTION, CAREFULLY INSPECT PREVIOUSLY INSTALLED WORK. VERIFY ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLYCOMMENCE. 3.1.1.2 VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, ALL PERTINENT CODES AND REGULATIONS, AND ALL PERTINENT PORTIONS OF THE REFERENCED STANDARDS. 3.1.1.4 DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. 3.2 SITE CONDITIONS/ LAYOUT 3.2.1 DIMENSIONS ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO PROCEEDING WITH WORK UNDER THIS CONTRACT. 3.2.2 THE OWNER SHALL LOCATE AND MARK ALL EXISTING UTILITIES SUCH AS POWER, TELEPHONE, DOMESTIC WATER, SEWER, AND STORM DRAINS. EXTREME CARE SHALL BE TAKEN BY THE LANDSCAPE CONTRACTOR WHEN EXCAVATING OR WORKING IN THESE AREAS AND COORDINATION AND COOPERATION BETWEEN THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE CONTRACTOR IS REQUIRED AS THE WORK PROGRESSES TO THESE AREAS. LANDSCAPE CONTRACTOR SHALL GIVE 24 HOUR NOTICE TO OWNER'S REPRESENTATIVE AS WORK PROGRESSES TO UNDERGROUND UTILITY AREAS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES. 4 16 07 '" RICK CITY OF CARLSBAD PLANN1NG DEPT. PLANNING DRWN 8Y: CHCKD BY: REC REC CITY OF CARLSBAD DWG. 440-1L ENGINEERING COMPANY 5620 FRIARS ROAD : SA\I DIEGO, CA 92110 ' 619.291.0707 (r AX)b l 9.291.4165 lfo·e1,de -SocrJn1ento • San Luis Ul.,isµo ,-----01,uige -lfakocr,lield -Tuor1n -Phoenix 4-16-07 1 m.kcnginccring,com ---~4r-~~ WADELL ENGINEERING CORPORATION WWW.WADELL.COM I 1-----,-------1 MCCLELLAN-PALOMAR AIRPORT SCHEDULE "F" SCALE: HOR. VERT. DATE ------N. E. W.A. R.S. APPROVED BY: MOHAMMAD FAKHRRIDDINE, COUNTY ENGINEER i---i-------------------1-----;i------; ----tµC~ON':!cS~T,_. _;:_C~OM:'.;'P:;L.:'.-.::=====j DATE ______ r--t------------------+---+----+----; FIELD REVISIONS IRRIGATION SPECIFICATIONS SHEET 1 FILE NO. SHEET 29 OF: 44 SHEETS I ------------------------------------------------------------------------------~~---~~---~=-_J Wf[II . ill I. r I - 3.2.3 SHOULD UTILITIES NOT LOCATED OR MARKED BE FOUND DURING EXCAVATION, THE LANDSCAPE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER AND SHALL DISCONTINUE WITH THE WORK IN THE AREA EXCEPT NECESSARY EMERGENCY WORK REPAIR OR PREVENT DAMAGE UNTIL INSTRUCTIONS ARE RECEIVED. 3.2.4 FAILURE TO NOTIFY THE OWNER OF DISCOVERY OF SUCH UTILITIES OR DAMAGE THERETO WILL RESULT IN THE LANDSCAPE CONTRACTOR BEING LIABLE FOR ANY AND ALL DAMAGE CAUSED TO THE UTILITIES AS A RESULT OF HIS ACTIONS. 3.2.5 THE LANDSCAPE CONTRACTOR SHALL, BEFORE STARTING WORK ON THE SPRINKLER SYSTEM, CAREFULLY NOTE ALL FINISH GRADES IN ORDER TO SATISFY HIMSELF THAT HE MAY PROCEED WITH THE WORK, AND TO RESTORE FINISH GRADES TO ORIGINAL CONTOURS BEFORE COMPLETION. 3.2.6 THE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE, SHALL BE COORDINATED WITH THE LANDSCAPE DRAWINGS TO AVOID INTERFERING WITH THE TREES, SHRUBS, OR OTHER PLANTINGS. 3.2.7 LAYOUT SPRINKLER HEADS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCES BETWEEN SITE AND DRAWINGS. ANY SUCH DEVIATIONS IN LAYOUT SHALL BE WITHIN THE INTENT OF THE ORIGINAL DRAWINGS, AND WITHOUT ADDITIONAL COSTS TO THE OWNER. WHEN DIRECTED BY THE LANDSCAPE ARCHITECT, THE LAYOUT SHALL BE APPROVED BEFORE INSTALLATION. 3.2.8 THE WORK SHOWN ON IRRIGATION PLANS IS SCHEMATIC. ALL ITEMS, I.E. CONTROLLERS, VALVES, MAINLINES, SLEEVES, WIRES, IRRIGATION HEADS, PIPING, ETC., ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. DO NOT USE THESE PLANS TO SCALE DIMENSIONS FOR PLACEMENT OF THESE ITEMS. DETAIL DRAWINGS MAY PROVIDE ADDITIONAL CLARIFICATION OR LOCATION OF SOME ITEMS. LANDSCAPE CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN DIRECT CONFLICT WITH UNDERGROUND UTILITIES, STRUCTURES, PERMANENT IMPROVEMENTS, OR PEDESTRIAN AND VEHICULAR SAFETY CONSIDERATIONS. SPRINKLER HEADS ARE NOT TO BE SCALED OFF OF THE DRAWINGS, BUT LOCATED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALKS, AND STRUCTURES. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN PLANS ANO ACTUAL FIELD CONDITIONS 3.2.9 DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST, THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 3.3 WATER SUPPLY 3.3.1 THE LANDSCAPE CONTRACTOR SHALL CONNECT TO THE WATER SOURCE AS INDICATED ON THE DRAWINGS. THE LANDSCAPE CONTRACTOR SHALL VERIFY STATIC PRESSURE AS STATED ON THE DRAWINGS PRIOR TO BEGINNING WORK. IF STATIC PRESSURE OR POINT OF CONNECTION DIFFER FROM THAT SHOWN ON THE DRAWINGS, THE LANDSCAPE CONTRACTOR WILL PROMPTLY NOTIFY LANDSCAPE ARCHITECT BEFORE STARTING WORK. 3.4 WORKMANSHIP AND PROCEDURE 3.4.1 THE ROUTING OF THE PRESSURE SUPPLY LINES AS INDICATED ON THE DRAWING IS DIAGRAMMATIC. THE LANDSCAPE CONTRACTOR SHALL INSTALL LINES IN SUCH A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS WITHOUT OFFSETTING THE VARIOUS ASSEMBLIES FROM THE PRESSURE SUPPLY LINE. 3.5 INSTALLATION 3.5.1 ASSEMBLIES 3.5.1.1 THREADED PIPE AND FITTINGS SHALL BE ASSEMBLED USING TEFLON TAPE OR EQUIVALENT, APPLIED TO THE MALE THREADS ONLY. 3.5.1.2 ASSEMBLIES SPECIFIED HEREIN SHALL BE INSTALLED IN ACCORDANCE WITH THEIR RESPECTIVE DETAIL. IN THE ABSENCE OF DETAIL DRAWINGS OR SPECIFICATIONS PERTAINING TO THE SPECIFIC ITEMS REQUIRED TO COMPLETE THE WORK, THE LANDSCAPE CONTRACTOR SHALL PERFORM SUCH WORK IN ACCORDANCE WITH THE BEST STANDARD PRACTICE AND TO THE SATISFACTION OF THE OWNER. 3.5.2 PIPE CLEARANCES 3.5.2, 1 SPRINKLER LINES SHALL HAVE A MINIMUM CLEARANCE OF 6" FROM EACH OTHER. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. 3.5.2.2 ONE NEW ON-SITE SYSTEMS, RECYCLED/NON-POTABLE WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART, OR AS DIRECTED BY THE PROJECT ENGINEER, AND/OR REGULATORY AGENCIES. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTER LINES. 3.5.2.3 CONSTANT PRESSURE RECYCLED/NON-POTABLE WATER LINES SHALL CROSS AT LEAST 12' BELOW POTABLE WATER LINES AND SHALL MAINTAIN AT LEAST 12" CROSSING SEPARATION BETWEEN OTHER UTILITIES. 3.5.2.4 IF A CONSTANT PRESSURE RECYCLED/NON-POTABLE WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE, OR LESS THAN 12" BELOW A POTABLE WATER LINE, THEN THE RECLAIMED WATER SHALL BE INSTALLED WITH AN APPROVED PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND TEN FEET IN EACH DIRECTION FROM THE CENTER LINE OF POTABLE LINE FOR A TOTAL OF TWENTY FEET. 3.5.3 EXCAVATION, PIPING, AND BACKFILLING 3.5.3.1 TRENCHES: PIPE SHALL HAVE THE CONTINUOUS SUPPORT OF THE TRENCH BOTTOM AND SHALL BE LAID TO AN EVEN GRADE. TRENCHING EXCAVATION SHALL FOLLOW THE LAYOUT INDICATED ON THE DRAWINGS AND SHALL BE OF SUFFICIENT WIDTH TO ALLOW "SNAKING'' OF PIPE IN TRENCH. 3.5.3.2 PROVIDE MINIMUM COVER OF 24 INCHES FOR ALL PRESSURE SUPPLY LINES. 3.5.3.3 PROVIDE MINIMUM COVER OF 24 INCHES FOR ALL CONTROL WIRE RUNS. 3.5.3.4 PROVIDE MINIMUM COVER OF 18 INCHES FOR ALL NON-PRESSURE LINES. 3.5.3.5 LINES UNDER DRIVEWAY ANO ROADWAY PAVEMENT SHALL HAVE A 24 INCH MINIMUM COVER. COUNTY OF DEPARTMENT OF SAN DIEGO PUBLIC WORKS 5555 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295 -1 0 , 3.5.3.6 BACKFILL FOR TRENCHING SHALL BE COMPACT TO DRY DENSITY EQUAL TO THE ADJACENT UNDISTURBED SOIL IN PLANTING AREAS ANO 90% UNDER PAVED AREAS AND SHALL CONFORM TO THE ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS, OR IRREGULARITIES. INITIAL BACKFIL ON ALL LINES SHALL BE OF A FINE GRANULAR MATERIAL WITH NO FOREIGN MATTER LARGER THAN ONE-HALF INCH IN SIZE. 3.5.3.7 IF, IN THE OPINION OF THE OWNER, THE EXCAVATED MATERIAL IS NOT SATISFACTORY FOR USE AS BACKFILL, THE LANDSCAPE CONTRACTOR SHALL DISPOSE OF THIS UNSATISFACTORY MATERIAL. 3.5.3.B PROVIDE CONCRETE THRUST BLOCKS AT ANGLES, TEES, AND BENDS IN MAINLINE RUNS PER DRAWINGS. 3.5.3.9 NON-POTABLE WARNING STENCILING SHALL BE ORIENTED TOWARD THE TOP OF THE TRENCH. NOT HA 3.5.3.10 PRESSURE-SIDE PIPE SHALL BE LAID WITH METALLIC WARNING TAPE 9" DIRECTLY ABOVE THE PIPE, PER DETAILS. 3.5.3.11 PROVIDE TWO INCH SAND BEDDING AND FOUR INCH SANO BACKFILL OVER PIPE IN PAVED AREAS. PROVIDE SLEEVES FOR MAIN LINE UNDER PAVED AREAS SUBJECT TO VEHICULAR TRAFFIC. 3.5.3.12 TRENCHES SHALL BE BACKFILLED PROMPTLY AFTER THE OPEN TRENCH INSPECTION. 3.5.4 SLEEVING 3.5.4.1 SLEEVING SHALL EXTEND 4' MINIMUM BEYOND EDGE OF PAVING OR WALKWAY. 3.5.4.2 SLEEVING SHALL BE LAID WITH METALLIC WARNING TAPE 9" DIRECTLY ABOVE SLEEVE. 3.5.4.3 PROVIDE PERMANENT PAVEMENT MARKING PIN AT BOTH ENDS OF SLEEVE, STANDARD BRASS SURVEY PIN IN LEAD, SET 1" FROM EDGE OF BOXES >DlJLJPAVING OR WALKWAY. 3.5.5 CONTROL WIRES 3.5.5.1 BETWEEN CONTROLLERS AND REMOTE CONTROL VALVES, USE A CONTINUOUS WIRE. UNDER NO CIRCUMSTANCE SHALL SPLICING EXIST. 3.5.5.2 WHERE MORE THAN ONE WIRE IS PLACED IN A TRENCH, THE WIRING SHALL BE TAPED TOGETHER AT INTERVALS OF TEN FEET. 3.5.5.3 WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS THE PRESSURE SUPPLY LINE WHEREVER POSSIBLE. WIRE BUNDLE SHALL BE PLACED ALONG THE SIDE OF MAINLINE PIPE. WIRE BUNDLES SHALL NOT CROSS OVER TOP OF MAINLINE. 3.5.5.4 A LOOP OF TWELVE INCHES SHALL BE PROVIDED AT EACH DIRECTIONAL TURN IN THE WIRE RUN. 3.5.5.5 WIRE SHALL BE LAID LOOSELY IN TRENCH, NOT PULLED TIGHT. LAY WIRE SO THAT THERE IS 12 INCHES OF SLACK FOR EVERY 100 FEET OF LENGTH. 3.5.5.6 PROVIDE AT LEAST ONE (1) EXTRA SPARE WIRE FOR EVERY THREE VALVES BEING SERVED BY THE WIRE RUN. EXTRA WIRES SHALL BE CONTINUOUS TO END OF WIRE RUN. 3.5.5.7 PROVIDE SUFFICIENT EXTRA WIRE UNDER VALVE BOXES SO THAT VALVE CAN BE COMPLETELY REMOVED FROM GROUND AND BOX FOR SERVICING WITHOUT DISCONNECTING WIRES. 3.5.6 VALVE BOXES 3.5.6.1 INSTALL VALVE BOXES IN ACCORDANCE WITH THE DETAILS THEREOF. 3.5.6.2 SEAL ALL BELOW-GRADE OPENINGS IN VALVE BOXES AND AROUND PIPING TO PREVENT SOIL FROM ENTERING THE VALVE BOX. SUITABLE MATERIALS INCLUDE GEOTEXTILE FABRIC, HEAVY GAUGE SHRINK-WRAP PLASTIC, OR OTHER FLEXIBLE MATERIAL APPROVED BY THE LANDSCAPE ARCHITECT. 00 NOT USE CARDBOARD, DUCT TAPE, OR OTHER MATERIALS THAT WILL DETERIORATE IN WET CONDITIONS. 3.5.6.3 INSTALL VALVE BOXES SO RIM IS IN SAME PLANE AS ADJACENT GRADE. WHERE VALVE BOXES OCCUR ADJACENT TO WALKS, CURBS, OR HEADERBOARO, LOCATE THEM 6" CLEAR FROM EDGE OF IMPROVEMENT. WHERE TWO OR MORE VALVE BOXES OCCUR TOGETHER, LOCATE THEM WITH 6" CLEAR BETWEEN AND IN A STRAIGHT ROW. DUE TO THE SCHEMATIC NATURE OF PLANS, IF QUESTIONS, CONFIRM ACTUAL VALVE MANIFOLD LOCATIONS WITH LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH WORK. 3.5.6.4 INSTALL FLOW METER TO PIPE DIAMETER DOWNSTREAM OF REDUCED PRESSURE BACKFLOW PREVENTOR PER MANUFACTURERS RECOMMENDATIONS. INSTALL IN CONCRETE VALVE BOX WITH CONCRETE LID LABLED 'FLOW METER' 3.5. 7 SPRINKLER HEADS 3.5.7.1 INSTALL EACH TYPE OF SPRINKLER HEAD IN ACCORDANCE WITH THEIR RESPECTIVE DETAILS. 3.5.7.2 INSTALL SPRINKLER HEADS 6" AWAY FROM WALKWAY OR PAVING EDGE AND CHAINLINK FENCES; 12" AWAY FROM WALLS, WOOD FENCES, BUILDINGS, ABOVE GROUND UTILITY STRUCTURES, TRANSFORMERS, AND OTHER ITEMS. 3.5.7.3 DO NOT LOCATE SPRINKLER HEADS WHERE IT IS OBVIOUS THEY WILL SPRAY ONTO OR INTO UTILITY STRUCTURES, BUILDINGS, SIGNS, CONTROLLER EQUIPMENT, OR OTHER STRUCTURES. 3.5.B PRESSURE TEST 3.5.8.1 PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 150 PSI, AND ALL NON-PRESSURE LINES SHALL BE TESTED UNDER THE EXISTING STATIC PRESSURE AND BOTH BE PROVEN WATERTIGHT. (LANDSCAPE CONTRACTOR TO SUPPLY ALL EQUIPMENT NEEDED FOR TESTING.) 3.5.8.2 PRESSURE SHALL BE SUSTAINED IN THE LINES FOR NOT LESS THAN TWO HOURS. IF LEAKS DEVELOP, THE JOINTS SHALL BE REPLACED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEM IS PROVEN WATERTIGHT. RECOMMENDED BY: -----------DATE DATE APPROVED BY: -==-=-===========:---DATE MOHAMMAD FAKHRRIDDINE, COUNTY ENGINEER FOR REDUCED PLANS PLANS BY DATE 2 3 4 5 6 7 B 9 10 ORIGINAL SCALE IS IN INCHES DESIGNED JC 4 16 07 CHECKED PT 4 16 07 3.5.8.3 TESTS SHALL BE OBSERVED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO BACKFILL. 3.5.8.4 UPON COMPLETION OF EACH PHASE OF THE WORK, THE ENTIRE SYSTEM SHALL BE TESTED AND ADJUSTED TO MEET SITE REQUIREMENTS. 3.5.9 FLUSHING THE SYSTEM 3.5.9.1 AFTER All VALVES, SPRINKLER PIPE LATERAL LINES, AND RISERS ARE IN PLACE AND CONNECTED, FLUSH ENTIRE SYSTEM. ONE VALVE AT A TIME, TO CLEAR LINES OF ALL DIRT AND DEBRIS. 3.5.9.2 INSTALL SPRINKLER HEADS, FILTER SCREENS, AND NOZZLES IMMEDIATLY AFTER FLUSHING OPERATION IS COMPLETED. 3. BOXES >□J=5.10 ADJUSTING OF SYSTEM 3.5.10.1 THE LANDSCAPE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR BEST POSSIBLE PERFORMANCE ANO TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, FENCES, AND BUILDINGS. 3.5.10.2 IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT OR NOZZLE CHANGES Will PROVIDE PROPER AND MORE ADEQUATE COVERAGE, LANDSCAPE CONTRACTOR SHALL MAKE ALL NECESSARY CHANGES, INCLUDING INSTALLATION OF ADDITIONAL SPRINKLER HEADS, OR MOVING SPRINKLER HEADS, WITHOUT ADDITIONAL COST TO THE OWNER, PRIOR TO PLANTING. 3.5.10.3 LOWER RAISED SPRINKLER HEADS IN LAWN AREAS WITHIN TEN DAYS AFTER NOTIFICATION BY THE LANDSCAPE ARCHITECT 3.5.11 ELECTRICAL 3.5.11.1 LANDSCAPE CONTRACTOR SHALL VERIFY POWER SOURCES AS INDICATED ON THE DRAWINGS. 3.5, 11.2 THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING 110 VOLT ELECTRICAL CONNECTIONS TO THE AUTOMATIC CONTROLLER AND WIRE CIRCUITS FROM REMOTE CONTROL VALVES TO CONTROLLERS. ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL AND /OR COUNTY ORDINANCES. WIRE SIZES TO BE AS PER MANUFACTURER'S SPECIFICATIONS. 3.6 EQUIPMENT TO BE FURNISHED 3.6.1 THE LANDSCAPE CONTRACTOR SHALL PROVIDE AS PART OF THIS CONTRACT, TWO SETS OF SPRINKLER WRENCHES FOR ADJUSTING, CLEANING, OR DISASSEMBLING EACH TYPE OF SPRINKLER. 3.6.2 TWO EACH OF ANY SPECIAL TOOLS REQUIRED FOR ll,Y OTHER EQUIPMENT SHALL ALSO BE FURNISHED. 3.6.3 PROVIDE TWO KEYS FOR EACH AUTOMATIC CONTROLLER. 3.6.4 TWO SERVICE MANUALS AND INFORMATION PAGES FOR ALL EQUIPMENT USED SHALL BE rURNISHED TO THE OWNER. MANUALS MAY BE LOOSE LEAF AND SHOULD SHOW DRAWINGS OR EXPLODED VIEWS OF EQUIPMENT AND CATALOG NUMBER. OPERATING INSTRUCTIONS FOR ALL EQUIPMENT SHALL BE FURNISHED. 3.7 OBSERVATION OF WORK 3.7.1 INSTALLATIONS AND OPERATIONS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT. 3.7.2 IN NO EVENT SHALL THE LANDSCAPE CONTRACTOR COVER-UP OR OTHERWISE REMOVE FROM VIEW ANY WORK UNDER THIS CONTRACT WITHOUT PRIOR APPROVAL OF THE OWNER. ANY WORK COVERED PRIOR TO INSPECTION SHALL BE OPENED TO VIEW BY THE LANDSCAPE CONTRACTOR AT HIS OWN EXPENSE. THE LANDSCAPE CONTRACTOR SHALL REQUEST OF THE LANDSCAPE ARCHITECT AN INSPECTION AT LEAST TWO DAYS IN ADVANCE. INSPECTION WILL BE REQUIRED AS FOLLOWS: 3.7.2.1 MAINLINE PRESSURE TEST AND TRENCH DEPTH INSPECTIONS: A. PVC MAINS SHALL BE SUBJECTED TO A PRESSURE TEST OF 125 PSI FOR A PERIOD OF 4 HOURS. B. PRIOR TO BACKFILL. C. SPOT CHECK UPON BACKFILL COMPLETION. D. COVERAGE TEST UPON SPRINKLER SYSTEM COMPLETION. 3.8 RECORD DRAWINGS 3.8.1 THE LANDSCAPE CONTRACTOR SHALL MAINTAIN A COMPLETE AND ACCURATE SET OF PROJECT RECORD DRAWINGS. THESE DRAWINGS SHALL BE KEPT UP TO DATE WITH THE PROGRESS OF THE WORK. 3.8.2 LANDSCAPE CONTRACTOR SHALL PROVIDE ADEQUATE MEASUREMENTS AND FIELD NOTES AS DIRECTED BY THE CITY INSPECTOR AND/OR LANDSCAPE ARCHITECT FOR PREPARATION OF ACCURATE 'PROJECT RECORD" DRAWINGS. SHOW EITHER ACTUAL LOCATIONS OR DIMENSIONS FORM TWO PERMANENT POINTS OF REFERENCE SUCH AS BUILDING CORNERS, CURBS, SIDEWALK, INTERSECTIONS, ETC. (BUT NOT FROM IRRIGATION EQUIPMENT) LOCATIONS OF THE FOLLOWING: 1. CONNECTIONS TO EXISTING WATER SOURCES. 2. WATER METERS. 3. ROUTING OF MAIN LINES. 4. LOCATION OF BOTH ENDS OF ALL SLEEVES. 5. CONTROL VALVES. 6. QUICK COUPLERS. 7. BACKFLOW PREVENTION DEVICES. 8. GATE VALVES. 9. ROUTING OF CONTROL WIRING. 10. CONTROLLERS. REVISIONS BY APPROVED DATE COORDINATE INDEX N, 1---+------------------1----t------i>-----1 CONST. COMPL FIELD REVISIONS DELIN£ATED 3.8.3 WHEN PROJECT IS COMPLETE, AS BUil T INFORMATION SHALL BE TRANSFERRED, IN INK, ONTO A SET OF REPRODUCIBLE SEPIA MYLARS OF THE ORIGINAL IRRIGATION PLANS. THE COMPLETED AND ACCEPTED REPRODUCIBLE RECORD DRAWINGS SHALL BE DELIVERED TO THE OWNER ON OR PRIOR TO THE FINAL INSPECTION. 3. BOXES >000 3.9 CONTROLLER CHARTS 3.9.1 PROJECT RECORD DRAWINGS SHALL BE PREPARED BY THE LANDSCAPE CONTRACTOR BEFORE CHARTS ARE PREPARED. PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED. 3.9.2 THE CHART SHALL SHOW THE AREA CONTROLLED BY AUTOMATIC CONTROLLER AND SHALL BE THE MAXIMUM SIZE CONTROLLER DOOR WILL ALLOW. 3.9.3 THE CHART IS TO BE REDUCED DRAWING OF THE INSTALLED SYSTEM. HOWEVER, IN THE EVENT THE CONTROLLER SEQUENCING IS NOT LEGIBLE WHEN THE DRAWINGS IS REDUCED, IT SHALL BE ENLARGED TO A SIZE THAT WILL BE READABLE WHEN REDUCED. IF CONTROLLER SEQUENCING HAS BEEN CHANGED FROM THE ORIGINAL DRAWINGS, THE NEW SEQUENCING SHALL BE INDICATED ON THE CONTROLLER CHART. 3.9.4 CHART SHALL BE BLACKLINE PRINT AND A DIFFERENT COLOR SHALL BE USED TO SHOW AREA OF COVERAGE FOR EACH VALVE STATION. 3.9.5 THE CHART SHALL BE MOUNTED USING VELCRO, OR AN APPROVED EQUAL TYPE OF COMPARABLE QUALITY. 3.9.6 WHEN COMPLETED AND APPROVED, THE CHART SHALL BE LAMINATED BETWEEN TWO PIECES OF CLEAR PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS THICK. 3.9.7 THESE CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO FINAL OBSERVATION OF THE IRRIGATION SYSTEM. 3.10 CLEAN-UP AND REPAIR 3.10.1 UPON COMPLETION OF THE WORK, MAKE THE GROUND SURF ACE LEVEL, REMOVE EXCESS MATERIALS, RUBBISH, DEBRIS, ETC., AND REMOVE CONSTRUCTION AND INSTALLATION EQUIPMENT FROM THE PREMISES. 3.10.2 REPLACE AND/OR REPAIR TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT ALL EXISTING PAVING DISTURBED DURING THE COURSE OF THIS WORK. NEW PAVING SHALL BE THE SAME TYPE, STRENGTH, TEXTURE, FINISH, AND BE EQUAL IN EVERY WAY TO THE MATERIAL REMOVED. 3.10.3 LANDSCAPE CONTRACTOR WILL BE RESPONSIBLE FOR ALL MAINTENANCE AND REPAIR OF ENTIRE IRRIGATION SYSTEM, INCLUDING VANDALISM, UNTIL FINAL ACCEPTANCE. 3.11 FINAL INSPECTION 3.11. 1 THE LANDSCAPE CONTRACTOR SHALL SHOW EVIDENCE TO THE OWNER'S REPRESENTATIVE T11AT THE OWNER HAS RECEIVED ALL REQUIRED ACCESSORIES, CHARTS, RECORD DRAWINGS, ETC., BEFORE FINAL INSPECTION CAN OCCUR 3.11.2 NOTIFICATION BY THE LANDSCAPE CONTRACTOR SHALL BE MADE IN WRITING TO THE OWNER SEVEN DAYS PRIOR TO FINAL INSPECTION. THE FINAL INSPECTION OF THE WORK SHALL BE MADE IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE AT THE TIME THE WORK IS COMPLETED. 3.12 GUARANTEE 3.12. 1 THE ENTIRE SPRINKLER SYSTEM SHALL BE GUARANTEED BY THE LANDSCAPE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS AND TRENCHES FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. 3.12.2 SHOULD ANY OPERATIONAL DIFFICULTIES IN CONNECTION WITH THE SPRINKLER SYSTEM DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD, WHICH IN THE OPINION OF THE OWNER MAY BE DUE TO INFERIOR MATERIAL AND/OR WORKMANSHIP, SAID DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY THE LANDSCAPE CONTRACTOR TO THE SATISFACTION OF fHE OWNER, AT NO ADDITIONAL COST. 3. 13 TEMPORARY REPAIRS 3.13.1 THE OWNER RESERVES THE RIGHT TO MAKE TEMPORARY REPAIRS AS NECESSARY TO KEEP THE SPRINKLER SYSTEM EQUIPMENT IN OPERATING CONDITION. THE EXERCISE OF THIS RIGHT BY THE OWNER SHALL NOT RELIEVE THE LANDSCAPE CONTRACTOR OF HIS RESPONSIBILITIES UNDER THE TERM OF THE GUARANTEE AS HEREIN SPECIFIED. PART 4 PAYMENT 4.1 PAYMENT FOR THE WORK OF THIS SECTION SHALL BE INCLUDED IN THE PRICE BID FOR "IRRIGATION SYSTEM-COMPLETE" AND NO ADDITIONAL COSTS WILL BE CONSIDERED. END OF SECTION PT 4 16 D7 " RICK ENGINEERING COMPANY 5620 rRIARS ROAD SAN DIEGO, CA 92110 E, 19.291.0707 (fAX)61 ~.191.41 05 R;vcnide _ Sac,aniento . SJn Luii Ubi~o ~-----< 0 , Jnge . B;ikersfield -Tuc~on • PhoenlK ri L ken gI ncer I ng.u1111 CITY OF CARLSBAD PLANNING DEPT. PLANNING DRWN BY; CHCKO BY: E, REC REC CITY OF CARLSBAD DWG. 440-1L MCCLELLAN-PALOMAR AIRPORT SCHEDULE "F" 4-16-07 WADELL ENGINEERING CORPORATION WWW.WADELL.COM SCALE: HOR. W.A. IRRIGATION SPECIFICATIONS SHEET 2 FILE NO. SHEET 30 VERT. R.S. OF 44 SHEETS t:. II 'I ...c.: £_ 0 ' -r w 0 SUPPLEMENTAL IRRIGATION SPECIFICATIONS 1. GENERAL: ALL MATERIALS AND EQUIPMENT USED IN SPRINKLER IRRIGATION WORK SHALL BE NEW AND WITHOUT FLAWS OF DEFECTS AND OF QUALllY AND PERFORMANCE AS SPECIFIED. PRIOR TO INSTALLATION OF ANY IRRIGATION WORK, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL BY THE CllY, A LIST OF ALL PROPOSED MATERIALS ANO EQUIPMENT. SHOULD THE CONTRACTOR PROPOSE TO USE MATERIAL(S) OR EQUIPMENT OTHER THAN THOSE AS LISTED AS "APPROVED", THE CONTRACTOR SHALL SUBMIT IN WRITING, TO THE CllY, A REQUEST TO DEVIATE FROM THE APPROVED LIST. SAMPLES OF THE MATERIAL(S) OR EQUIPMENT SHOULD ACCOMPANY THE REQUEST TO ASSIST IN THE EVALUATION OF THE PROPOSED SUBSTITUTION. THE BURDEN OF PROOF SHALL BE BORNE BY TI!E CONTRACTOR. 2. MAIN LINE PIPE CONNECTIONS: SHALL BE MADE HORIZONTALLY PER STANDARD DRAWINGS 1-28 AND 1-29. 3. PIPE THRUST BLOCKS: ALL PRESSURE PIPE FOUR INCHES AND SMALLER, POLYVINYL Cl-<LORIDE OR ASBESTOS CEMENT SHALL HAVE THE CORRECT SIZED CONCRETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT; AT GLOBE OR GATE VALVES, AT TEES, ELBOWS AND CROSSES, AND AT ENDS OF PIPE RUNS; OR WHEREVER THE FIELD ENGINEER DEEMS ONE TO BE NECESSARY. THRUST BLOCKS ARE TO BE INSTALLED AS PER STANDARD DRAWINGS W-17, W-18 ANO W-19 AND SDW-100, SIZED AS FOR 4-INCH PIPE. 4. PIPE SLEEVES: SHALL BE SCH. 40 PVC I SCH. 80 PVC, TWO TIMES THE PIPE SIZE DIAMETER AND EXTEND 12 INCHES BEYOND EACH SIDE OF PAVEMENT. THE LETTERS 'E" FOR ELECTRICAL AND "W" FOR WATER SHALL BE STAMPED OR CHISELED ON THE PAVEMENT DIRECTLY ABOVE THE SLEEVE. 5. TRENCH MARKERT APE FOR ALL PRESSURE PIPE: SHALL HAVE A CONTINUOUS BLUE COLORED TRENCH MARKER METALLIC TAPE PLACED NINE INCHES BELOW FINISHED GRADE AND DIRECTLY ABOVE THE BURIED PIPE. 6. SAND ENCASEMENT FOR PIPES: FOR ALL IRRIGATION PIPE, DIRECT BURIAL CONTROL WIRE AND ELECTRICAL CONDUIT SHALL BE PLASTER OR MORTAR SAND AS PER SECTION 200 OF THE STANDARD SPECIFICATIONS, WITH A MINIMUM SAND EQUIVALENT OF 50. 7. REMOTE CONTROL VALVE BOXES: SHALL BE CONCRETE WITH A GAST IRON LOCKING LID. THE CONTRACTOR SHALL PAINT THE IDENTIFICATION NUMBER OF THE VALVE BOX. THE PAINT SHALL BE WHITE OR YELLOW ALUMINUM ASPHALTIC-BASE WATERPROOF PAINT. IN ADDITION, WEATHERPROOF, PLASTIC IDENTIFICATION TAGS SHALL BE AFFIXED TO THE COLORED CONDUCTOR IN THE VALVE BOX. 8. VALVE BOX LOCKING LIDS: THE CONTRACTOR SHALL REWORK THE LOCKING TOGGLES OF THE CONCRETE VALVE BOXES BY REPLACING THE EXISTING CLEVIS PIN AND SHEET METAL CLIP WITH A MARINE-lYPE STAINLESS STEEL MACHINE BOLT AND SELF-LOCKING UNIT. APPLY OIL TO LUBRICATE AND TO PREVENT RUST. 9. ANTI-DRAIN/EXCESS-FLOW VALVE: SHALL BE INSTALLED UNDER EACH SPRINKLER HEAD WHICH IS NOT EQUIPPED WITH AN INTERNAL CHECK VALVE (AS ANTI-GEYSER DEVICE AS WELL AS A LOW HEAD ANTI-DRAIN VALVE). 10. ALTERNATE PIPE SLEEVE LOCKING CAP FOR VALVES: SHALL BE PER STANDARD DRAWING 1-13, HEAVY DUlY RED BRASS LOCKING CAP THREADED TO FIT 2 INCH DIAMETER SCH. 40 PVC PIPE. 11. MULTIPLE CONTROLLER INSTALLATIONS: ENCLOSURES SHALL BE SIZED ACCORDINGLY. NO 110-VOLT WIRE RUNS SHALL PASS FROM CONTROLLER CABINET TO CABINET. EACH CONTROLLER SHALL HAVE A SEPARATE ELECTRICAL SERVICE THROUGH A RACEWAY. PROVIDE ONE POWER OFF-ON SWITCH FOR EACH CONTROLLER. 12. DIRECT BURIAL CONTROL WIRES: SHALL BE SOLID COPPER, 600 VOLT, lYPE UF, CONFORMING TO THE STANDARD SPECIFICATIONS AND DRAWINGS, SPECIAL PROVISIONS AND THE FOLLOWING WIRE COLORS AND INSTALLATION REQUIREMENTS. NEUTRAL WIRES: WHITE (NO. 12 AWG), DO NOT INTERCONNECT NEUTRAL WIRES BETWEEN CONTROLLERS. PILOT WIRES: (NO. 14 AWG), USE AS MANY AS NECESSARY. VALVE NO. 1. AND19. YELLOW 2. AND 20. ORANGE 3. AND 21 BLUE 4. AND 22. BLACK 5. AND 23. BROWN 6. AND 24. PURPLE 7. YELLOW W-BLACK STRIPE 8. ORANGE W-BLACK STRIPE 9, RED W-BLACK STRIPE 10. WHITE W-RED STRIPE 11. YELLOW W-RED STRIPE 12. BLUE W-RED STRIPE 13. ORANGE W-RED STRIPE 14. PURPLE W-WHITE STRIPE 15. BROWN W-WHITESTRIPE 16. YELLOW W-WHITE STRIPE 17. BLUE W-WHITE STRIPE 18. RED W-WHITE STRIPE 13. WIRE CONNECTIONS: NEUTRAL, PILOT AND SPARE WIRES SHALL BE INSTALLED WITH A 2 FOOT O INCH COILED EXCESS WIRE LENGTH AT EACH END ENCLOSURE. EACH AND EVERY WIRE SPLICE SHALL BE SOLDERED TOGETHER (USING 60-40 SOLDER), THEN ENCASED IN THE WATERPROOF EPOXY CONNECTORS. WIRE SPLICES SHALL BE MADE ONLY IN VALVE OR PULL BOXES. 14. WIRE BUNDLES: EACH INDIVIDUAL CONTROLLER CLOCK:$ CONTROL WIRES SHALL BE BUNDLES AND TAPED TOGETHER WITH COLORED TAPE AT INTERVALS NOT EXCEEDING 10 FEET O INCHES. CONTROLLER IDENTIFICATION TAPE COLORS SHALL BE AS FOLLOWS: CONTROLLER COLOR A BLACK B RED C WHITE D BLUE E GREEN F YELLOW 15. WIRES IN PULL BOXES: SHALL BE LOOSE AND SHALL NOT COME WITHIN THREE INCHES FROM LIO. BOXES SHALL BE SIZED ACCORDINGLY TO ACCOMMODATE THIS REQUIREMENT. COUNTY OF DEPARTMENT OF SAN DIEGO PUBLIC WORKS 5555 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295 -1 0 2 3 15. WIRES IN PULL BOXES: SHALL BE LOOSE AND SHALL NOT COME WITHIN THREE INCHES FROM LID. BOXES SHALL BE SIZED ACCOROINGL Y TO ACCOMMODATE THIS REQUIREMENT. 16. TRENCH MARKER TAPE FOR WIRES: ALL DIRECT BURIAL WIRES SHALL BE MARKED WITH A CONTINUOUS RED COLORED TRENCH MARKER PLASTIC TAPE PLACED NINE INCHES BELOW FINISHED GRADE AND DIRECTLY ABOVE THE BURIED WIRES. TAPE SHALL BE THREE INCHES WIDE. 17. WIRE TESTING: SHALL BE TESTED FOR CONTINUllY, OPEN CIRCUITS, AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION RESISTANCE TO GROUND SHALL BE FIFlY MEGOHMS. ANY WIRING NOT MEETING THIS REQUIREMENT SHALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE. 18. GUARANTEE: THE CONTRACTOR'S GUARANTEE SHALL CONSIST OF SECTION 308-7 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: THE ENTIRE IRRIGATION SYSTEM SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF WORK. SHOULD THE CONTRACTOR FAIL DURING THE GUARANTEE PERIOD TO EXPEDITIOUSLY CORRECT A DEFECT UPON WRITTEN NOTIFICATION BY THE CllY, THE CllY SHALL CAUSE THE WORK TO BE CORRECTED ANO BILL THE ACTUAL COSTS INCURRED TO THE CONTRACTOR. DEFECT CORRECTIONS SHALL INCLUDE THE COMPLETE RESTORATION OF EXISTING IMPROVEMENTS THAT WERE DAMAGED AS A RESULT OF THE DEFECT. 19. AS BUILT IRRIGATION PLANS: A REDUCED COPY OF THE APPROVED AS-BUILT IRRIGATION PLAN(S), COLOR CODED BY STATIONS AND LAMINATED IN PLASTIC, SHALL BE MOUNTED ON THE INSIDE OF EACH CONTROLLER ENCLOSURE FOR MAINTENANCE PERSONNEL AT THE TIME OF THE FINAL ACCEPTANCE. 20. NO SHRUBS MORE THAN 3 FEET IN HEIGHT AT MATURllY ALLOWED WITHIN ANY SEWER EASEMENTS. NO TREES ALLOWED WITHIN 10 FEET OF ANY PUBLIC SEWERE MAINS OR SEWER LATERALS. NO PRESSURIZED LANDSCAPE IRRIGATION MAINS ALLOWED WITHIN ANY SEWER EASEMENTS 4 5 6 7 B 9 FOR REDUCED PLANS 10 ORIGINAL SCALE IS IN INCHES CITY OF CARLSBAD PLANNING DEPT. /7,.,,_j_ ( C.-r, 8-\,e,,r PLANNING DRWN BY: REC CHCKO BY: REC 4_,;:,£€, DATE CITY OF CARLSBAD DWG. 440-1L RECOMMENDED BY: REVISIONS BY APPROVED DATE -----------~TE -----1--t-------------------<~---'---l--'--'-'-==--t-=-=-~ t------,~-----l COORDINATE INDEX MCCLELLAN-PALOMAR AIRPORT SCHEDULE "F" ___________ DATE N. E. APPROVED BY: PLANS DESIGNED CHECKED DELINEATED BY DATE JC 4 15 07 PT 4 15 07 PT 4 15 07 " RICK ENGINEERING COMPANY 5620 rRIARS ROAD SAN DIEGO, CA 92110 619.291.0707 (FAX;16 l 9.29l .4 l 65 I River,ide · Sac,.ar11t>11lo San Lui1. Obispo . Or,mg~ · □Jb:,r~fiidd -Tucson -Pfloeni)( r--4-_-1-5_-0-7-11Lkcng1ncering.com --~~~kr-- WADELL ENGINEERING CORPORATION WWW.WADELL.COM SCALE: HOR. W.A. VERT. R.S •• ---==--c=-c---c--,----,,-....,.,,=--OATE -----J---+-------------------, MOHAMMAD FAKHRRIDOINE, COUNTY ENGINEER CONST. COMPL. FIELD REVISIONS IRRIGATION SPECIFICATIONS SHEET 3 FILE NO. DF 44 SHEETS SHEET 31 ~.=c.c=.cc__........J ~_J 1ij ,C 0 • -r ll!Iill1II ii II ill CONC. MOW STRIP TO SEPARATE -'-"-,V POTABLE WATER USE AREA FROM RECYCLED WATER USE AREA. SEE DETAIL I, SHEET 27. .J .. \ PROPERTY LINE I > - COUNTY OF DEPARTMENT OF LIGHT POLE {TYPICAL) REFER TO LIGHTING PIJ\N SEE DET. A, SHT. 34 - NCRETE VvHEELSTOP ---- (D ll PER IMPROVEMENT PLANS) STORM DRAIN INLET OLIA AS STREET TREES E REQUIREMENT SAN DIEGO PUBLIC WORKS 4' WIDE GAPS BETWEEN SHRUBS MASSING TO PROVIDE PEDESTRIAN ACCE (T,YPI ) EXlSTJN GRADES DOLEN$ REMAIN RECOMMENDED BY: APPROVED BY: 0 5555 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295 MOHAMMAD FAKHRRIDDINE, COUNTY ENGINEER (") (") tu w ::c (/) w w (/) w z 4 \ I < I 5 ~-EXISTING TREE TO REMAIN (TYPICAL) 6 ~--EXISTING CONTOURS (TYPICAL) 2:1 SLOPED AREA ' < 7 8 9 10 LANDSCAPE LEGEND SYMBOL BOTANICAL NAME TREES I f[J TRISTANIA CONFERTA PINUS ELDARICA ERYTHRINA HUMEANA QUERCUS AGRIFLOUA XYlOSMA CONGESTUM NERIUM OLEANDER ½HITE' PITTOSPORUM TOBIRA FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES COMMON NAME BRISSANE BOX AFGHAN PINE NATAL CORAL TREE COAST LIVE OAK XYLOSMA OLEANDER TOBIRA SIZE/SPACING 15 GALLON 15GALLON 24"BOX 2.o1·oox 1 GA1110' 0.C. 1 GAUS'O.C. 0 I® PHORMIUM TENAX 'BRONZE BABY' NEW ZEALAND FLAX 1 GAUS'O.C. 5GAU4'0.C. RIBES AUREUM GOLDEN CURRANT 1 GAIJ4' O.C. GRASSES CAREX Al.ULA FROSTY CURLS HAIR SEDGE 4• POTS/12" O.C. CAREX BUCHANANII CURLY TOP SEDGE 4' POTS/12" O.C. JUNCUS PATENS COMMON RUSH 4' POTS/12" 0.C. GROUNDCOVER ~ ACACIA REDOLENS ACACIA 1 GAIJ36' 0.C. ~ MYOPORUM PARVIFOLIUM N.C.N. 1 GA1136" 0.C. 'PUT AH CREEK' ~ MYOPORUM PACIFICUM N.C.N. 1 GAIJ36" O.C. D 2" LAYER OF DECOMPOSED NA GRANITE . . HYDROSEED MIX FOR FESTUCA RUBRA ...... . . . . . . BOTANICAi.NAME . . . . . . ♦ • • • • • LBS/ACRE ...... ... • • • • + FESTUCA RUBRA 2000 LBS/ACRE FIBER MULCH 2000 LBS/ACRE 1511515 300 LBS/ACRE SUPERTAC 120 LBS/ACRE EXISTING PLANTING ---/ " QUANTIY 53 3 0 11 17 27 91 171 38 NIA NIA NIA NIA NIA NIA NA PLANS BY DATE DESIGNED CHECKED DELINEATED % ~ ✓ 35 ~-I \ \ I • EXISTING TREE TO REMAIN NIA I \ / '--_, ,.,. -" f \ I X I EXISTING TREE TO BE REMOVED \ I NIA ' / Ll EXISTING SHRUBS AND GROUND COVER N/A 18 5 NIA KEYMAP N.T.S ' RICK ENGINEERll\G COMPANY 5610 f"RI/\.RS ROAD SA~ DIEGO, C.\ 92110 619.291.0707 ,-------1 {FAX)619.29l.4165 3-25-2008 ----"-rir~~- ·-· --- WADELL ENGINEERING CORPORATION WWW.WADELL.COM Riversid• · Sacrnme11to -San Luis Obispo Oran~• Rakcrsflcld -Tucson • Phoe,·ix r1l:kena1 ncering.com Graphic Scale CITY OF CARLSBAD PLANN,NG i)EPT. 1• • 20' North 0' 20' N. E. PLANNING 40' 80' ORW'N BY: CHCKD 8Y· MCCLELLAN-PALOMAR AIRPORT SCHEDULE "F" a,c REC SCALE: HOR. W.A t..{-.1-z. ~ DATE CITY OF CARLSBAD DWG. 440-1L VERT. R.S, i----r-----------------t----1 ----r----~COQIN~S;I_T.c__QCOQIM.t!P'.!,L:..._, ======.j DATE _____ rl-t-------------------l----t-----l------l PLANTING PLAN -SHEET 1 FILE NO, FIELD REVISIONS SHEET 32R1 OF 44 SHEETS I <!) z ffi ~ ~ :it: !:l tl!: ~ _____________________________________________________________________________________________ _j@ J-15777 lffllllWl1,. IUllllfl[Ji 1 . '• ~ 11 1. 1! ,1 r i ? I l I l i · l . l 11'1'•''1''1 i! ii i~111 , ,, ".,, .1 .Ht ~ tu w J: Cl) w w Cl) w z -...J J: ~ __ ¾1/2' 'MDlf BETWEEN""---...- 1-----/----l'.ACE OF CURB AND PIJ\NTING (TYPICAL) LIGHT POLE (TYPICAL) REFER TO LIGHTING Pl.AN NCRETE WHEELSTOP ____ _, (DETAIL PER IMPROVEMENT PIJ\NS} QUERCUS AGRIFOLIAAS STREET TREES PER EXISTING SIDEWALK ~-~ ~~ STREETSCAPE REQUIREMENT Graphic Scale _L/ North O' 1' • 20' 20' 40' COUNTY OF DEPARTMENT OF 80' SAN DIEGO PUBLIC WORKS 5555 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295 -1 0 1 2 .3 PROPOSED SIDEWALK. _ _,, SEE ENGINEER.·•sS_!:P~L----~------ -- -EXISTING GRADES -7"-:::__•~~~'l•.J\,;::::o""-scc---------_ 4' WIDE GAPS BETWEEN ---~~r ~'v"1t~::':;~~ 4 5 6 7 ~-EXISTING PLANTING TO REMAIN [TYPICAL) 8 9 10 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES LANDSCAPE LEGEND SYMBOL TREES (//) w (]) BOTANICAL NAME TRI ST ANIA CONFERT A PINUS ELDARICA ERYTHRINA HUMEANA QUERCUS AGRJFLOLIA XYLOSMA CONGESTUM NERIUM OLEANDER 'WHITE' PITTOSPORUM TOBIRA PlANS DESIGNED CHECKED DELINEATED COMMON NAME BRISBANE BOX AFGHAN PINE NAT AL CORAL TREE COAST LIVE OAK XYlOSMA OLEANDER TOBIRA BY SIZE/SPACING 15 GALLON 15 GALLON 24'80X 24'BOX 0 @ PHORMIUM TENAX 'BRONZE BABY' NEW ZEALAND FLAX 1 GAU1 O' O.C. 1 GAUB' O.C. 1 G/>J./~ O.C. 5GAU4'O.C. 1 GA!.14' O.C. RI BES AUREUM GRASSES CARIEX ALUIJ\ CAREX BUCHANANII JUNCUS PATEN$ GROUNDCOVER ACACIA REOOLENS MYOPORUM PARVIFOLIUM 'PUT AH CREEK: MYOPORUM PACIFICUM 2' LI\ YER OF DECOMPOSED GRANITE GOLDEN CURRANT FROSTY CURLS HAIR SEDGE 4" POTS/12' 0.C. CURLY TOP SEDGE 4" POTS/12' O.C. COMMON RUSH 4' POTS/12" O.C. ACACIA 1 GAU38' O.C. N.C.N. 1 GAU38' O.C, N.C.N. 1 GAU36' O.C. NA DATE QIJANTIY 45 7 5 8 21 33 152 171 48 NIA NIA NIA NIA NIA NIA NA SHRUBS MASSING TO PROVIDE PEDESTRIAN ACCESS (TYPICAL) 'd'.>¥).:-0~✓;/ E TRY KIOSK-, OTHERS / t PARKING LOT RY TE OTES KEYMAP RECOMMENDED BY: HYDROSEED MIX FOR FESTUCA RUBRA . . . . . . . . . . . . • • • • ♦ • . . . . . . • • • • ♦ • . . . . . . BOTANICAL NAME FESTUCA RUBFIA FIBER MULCH SUPERTAC EXISTING PlANTING ...--, I' \ I \ I • / \ / , _ _, EXISTING TRIEE TO RJEMAIN ,,,. ----.. I \ I X \ \ I EXISTING TREE TO BE REMOVED '-/ -- LBS/ACRE 2000 LBS/ACRE 2000 LBS/ACRE 300 LBS/ACRE 120 LBS/ACRE QUANTIY 12 11 RICK Ll EXISTING SHRUBS AND GROUND COVER NIA ENGINEERING COMPANY N.T.S 5620 fRIAK.S ROAlJ SAN DIEGO, CA 92110 6'19.291.0707 ~---~ (FAX)619.291.4:65 3-25-2008 J _--=~r~-_. ._.r-_-· ~ WADELL ENGINEERING CORPORATION WWW.WADELL.COM River~ide -Sacramento -San Luis Obispo Or~nge -Bakcr'Sflcld -Tucson -Phoenix r11.ktm y,111i:,1ir11· J.(..um CITY OF CARLSBAD PLANNING DE"'T. PLAN~ING REC CHCKD BY: REC SCALE: HOR. <-l• It, ·""Z) DATE CllY OF CARLSBAD DWG. 440-1L VERT. DATE -----~r-_-_lt--_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ --R=EV=IS=IO=NS=============j==~B=Y==t=AP==PR~O=VE~Djt=~DA~T~[ ~i--~C~O'.::'.O:RO::INA:;:T[~IN::::DE~X---l MCCLELLAN-PALOMAR AIRPORT I -.--:::::::::-:::-=-~::----===============::....:DA:_T'.:,E-==:=:=:~•-t--------------l---J:.=_-_ __ 1====i~==:l!J-====D--------S'.".'.C'.:H~E=D~U".:'LE~"F~" _______ _j_'I/_.)_ r N. E. W.A. ======._tR<c.S>..=====l AFPROVED BY; MOHAMMAD FAKHRRIDDINE, COUNTY ENGINEER t--t-----------------+----l----+----11--"c:::'.o~NS:'..'.T.:... . ..c::CO:::M~P'...'.L::., --=======--l DATE _____ t--t-----------------+----1----+----I PLANTING PLAN -SHEET 2 FILE NO. FIELD RE\/iSIONS SHEET 33R 1 OF 44 SHEETS ~ ~ .__ ______________________________________________________________________________ __J@ J-15777 lmlll!lJI i' 111 I I J:_ _.C 0 ' -r R.O.W. I PROPERlY LINE --'-._-"\. ~~ :~~~ JI ,- /I, , , 'O _, 0 2 3 4 \ \ I < I \ '< I I I I ' 5 6 7 8 9 LANDSCAPE LEGEND SYMBOL BOTANICAL NAME TREES TRIST ANIA CONFERTA PINUS ELOARICA ERYTHRINA HUMEANA QUERCUS AGRIFLOLIA ~ XYLOSMA CONGESTUM NERIUM OLEANDER 'WHITE' ff) PITTOSPORUM TOBIRA 0 @ PHORMIUM TENAX 'BRONZE BABY RIBES AUREUM GRASSES CAREX ALULA CAREX BUCHANANII FOR REDUCED PLANS 10 ORIGINAL SCALE IS IN INCHES COMMON NAME SIZE/SPACING QUANTIY BRISBANE BOX 15 GALLON 32 AFGHAN PINE IS GALLON 7 NATAL CORAL TREE 24"80X 6 COAST LIVE OAK 24"80X 6 XYLOSMA 1 GAU100.C. 4 OLEANDER 1 GAUB'O.C. 0 TOBIRA 1 GAU6'0.C. 45 NEW ZEALAND FLAX 5GAU4'0.C. 125 GOLDEN CURRANT 1 GAU4'0.C. 0 FROSTY CURLS HAR SEDGE 4" POTS/12" O.C. N/A CURLY TOP SEDGE 4" POTS/12" 0. C. N/A Q)- 6" , .. . . • . . PLANS DESIGNED CHECKED DELINEATED VARIES 6" 1' .. r • . BY DATE 6" Q) BACK OF ZERO CURB @ 4" THICK POUR IN . ,. PLACE CONCRETE DET. A, THIS SHT.~-.__ I t .·~ STEPPER (3 TOTAL) TO 4' I • MATCH PROPOSED ® .. . EXISTING CONTOURS-~ (TYPICAL) \\\ \\ \ \ \"(\__,\.---.\"Yi'-""hh\l R. 0. W. / PROPERlY LINE COUNTY OF DEPARTMENT OF SAN PUBLIC DIEGO WORKS 5555 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295 4' l'.1DE GAPS BETWEEN 1--~ SHRUBS MASSING TO c+--PReVIOE PEDESTRIAN ACCESS (TYPICAL) CONCRETE 1/vtiEELSTOP ---~ (DETAIL PER IMPROVEMENT PLANS) 1/ - ~-EXISTINGTREETO REMAIN (lYPICAL) ONC. MOW STRIP T SEPARATE POT ABLE WATER E AREA FROM RECYCLE WATER USE AREA SEE DETAIL 1, SHEET 27. I JUNCUS PATENS GROUNDCOVER ACACIA REDOLENS MYOPORUM PARVIFOLIUM 'PUT AH CREE~ MYOPORUM PACIFICUM 2" LAYER OF DECOMPOSED GRANITE HYDROSEED MIX FOR FESTUCA RUBRA . . . . . . • ♦ • • • • . . . . . . ....... • < I + ! ' 'I ♦ + 0 4 • BOTANICAL NAME FESTUCA RUBRA FIBER MULCH SUPERTAC EXISTING PLANTING ---..... / \ ( • ) EXISTING TREE TO REMAIN \ / ' ---- ,.------I \ I X \ \ I ' / EXISTING TREE TO BE REMOVED COMMON RUSH ACACIA N.C.N. N.C.N. N.A. LBS/ACRE 2000 LBS/ACRE 2000 LBS/ACRE 300 LBS/ACRE 120 LBS/ACRE EXISTING SHRUBS AND GROUND COVER 4" POTS/12" O.C. 1 GAU36' D.C. 1 GAL/36' o.c. 1 GAL/36"0.C. N/A NIA NIA N/A N/A N/A N/A N.A. 2 NIA ' . ' ' ' ' . ! • ' ' ' . . ' I. " ~ , ~ ,,.,,, EQ ;;t",,, EQ ,.,,,., EQ,. ® CONCRETE STEPPER 33 KEYMAP SIDEWALKS (SEE ENGINEERING PLANS) NOTTO SCALE N.T.S ' RICK ENGIJ-;EERING COMPANY 5620 FRIARS ROAD SAN DIEGO, CA 92110 619.291.0707 .--------1 {FAX)619.291.41Ei5 Rlveroide SacramenLD -San Luis ob:spo 3-25-2008 Oran~-Balct!1~ridd -Tucson -Phoenix WADELL ENGINEERING CORPORATION WWW.WADELL.COM nckc n BI/leering.~ 01n C " '-~t1CSC,1Pt" , ' , ' S'I >l-I / '.f:.'*~/ (,,";,,; ----------~ CONTRACTOR TO HAND-WATER ALL NEW QUERCUS AGRIFOLIA DURING THE FULL LENGTH OF THE MAINTANENCE PERIOD. Graphic Scale CITY OF CARLSBAD PLAN\11\JG DEPT. QUERCUS AGRIFOLIA AS STREET TREES PER STREETSCAPE REQUIREMENT North 1' , 20' O' 20' REVISIONS BY APPROVED DATE COORDINATE INDEX RECOMMENDED BY: __________ DATE _____ 1-+--------':C..:.::.C::..:.:.::_ ______ +-------f------f----11-----~------t DATE N. E. APPROVED BY: l-+----------------+-------f----t----11----'='co"'N~S"_:T,~C':'._'Oc".Mri:P'::L.-======-j DATE _____ 1---1-------------------t------t------t---1 -M-OHAM--MAO~=FAKH"C7-c-=RR"'l7DD""IN,.,E=-,""co-:,:u"'N"'lYc=EN,.,,GCCIN"'E"'E=R--FIELD REVISIONS ORWN BY; 40' 80' CHCKD 3Y· MCCLELLAN-PALOMAR AIRPORT SCHEDULE "F" PLANTING PLAN -SHEET 3 REC SCALE; HOR. W.A. FILE NO, CITY OF CARLSBAD DWG. 440-1L VERT. R.S. SHEET J4R1 OF 44 SHEElS L------------------------------------------------------------------------------------------------------::Jf:1-15,51rf17,o •l r I ·~ 1-1 '1 I i ! ,, 1111111 111111! ii 1111!1 cw, cw, I-w w :c Cl) w w Cl) w z J :c 0 i - -'--F'--c=cc-4= _ ::::__ -- = ~"~oo~ ,~::~ 3 ,i-,, EE ENGINEER'S PLAN ,;;:;'/ I I I I I ·I ) I /,. /,.1/ /,/ /,½ /,.½ /// /,/ HYDROSEEO MIX FOR FESTUCA RUBRA BOTANICAL NAME FESTIJCA RUBRA FIBER MULCH LBS/ACRE SUPERTAC EXISTING PLANTING 2000 LBS/ACRE 2000 LBS/ACRE 300 LBS/ACRE 120 LBS/ACRE ,, -' I \ I • \ \ I \ / ' -.... ,,,-...._ f \ ( X \ \ I " --/ Ll EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED EXISTING SHRUBS AND GROUND COVER COUNTY OF DEPARTMENT OF NIA NIA NIA QUANTIY 13 2 NIA SAN DIEGO PUBLIC WORKS 5555 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295 4' WIDE GAPS BETWEEN RUBS MASSING TO PROVIDE PEDESTRIAN ACCESS (lYPICAL) APPROVED BY LI HT POLE (lYPICAL) -r~ R FE TO LIGHTING PLAN MOHAMMAD FAKHRRIDDINE, COUNTY ENGINEER ARKING LOT SEE DET. A, SHT. 34 - 4 5 6 7 EXISTING GRADES I 4' WIDE GAPS BETWEEN SHRUBS MASSING TO f' OVIDE PEDESTRIAN ACCESS (lYPICAL) ~-QUERCUS AGRIFOLIA AS STREET TREES PER STREETSCAPE REQUIREMENT '---EXISTING TREE TO REMAIN [TYPICAL) ~-EXISTING SLOPE PLANTING TO REMAIN Graphic Scale FOR REDUCED PLANS BY DATE 8 9 10 ORIGINAL SCALE IS IN INCHES ~ ~-+--CONCRETE l',1,EELSTOP (DETAIL PER IMPROVEMENT PLA S) SHRUBS CONTRACTOR TO HAND-WATER ALL NEW OUERCUS AGRIFOLIA DURING THE FULL LENGTH OF THE MAINTANENCE PERIOD. § GRASSES BOTANICAL NAME CAREXALULA CAREX BUCHANANII JUNCUS PATEi'IS GROUNDCOVER ~ ~ ~ ACACIA REDOLENS MYOPORUM PARVIFOLIUM 'PUT AH CREEK' MYOPORUM PACIFICUM 0 KEYMAP h--dlNC. MOWSTRIPTOSEPARATE ~ OTABLE WATER USE AREA FROM RECYCLED WATER USE AREA. SEE DETAIL I SHEET 27. N.T.S YLANDSCAPELEGEND ,__/ TREES ~ 0 BOTANICAL NAME XYLOSMA CONGESTIJM NERIUM OLEANDER VvHITE' PITTOSPORUM TOBIRA PHORMIUM TENAX 'BRONZE BABY' RIBES AUREUM BOTANICAL NAME COMMON NAME TRI STANIA CONFERTA BRISBANE BOX PINUS ELDARICA AFGHAN PINE ERYTHRINA HUMEANA NATAL CORAL TREE OUERCUS AGRIFLOLIA COAST LIVE OAK COMMON NAME XYLOSMA OLEANDER TOBIRA NEW ZEALAND FLAX GOLDEN CURRANT SIZE/SPACING QUANTIY 1 GAIJ10' O.C. 0 1 GAIJB' O.C. 0 1 GAUB' O,C. 82 5 GAU4' O.C. 538 1 GAIJ4' O.C. 0 COMMON NAME SIZE/SPACING QUANTIY FROSTY CURLS •• POTS/12' O.C. NIA SIZE/SPACING QUANTIY 15 GALLON 98 15 GALLON 18 2-4" BOX 0 24"80X 10 ,, RICK ENGINEERING COMPANY 5620 r:RIARS ROAD SAN on:co, CA 921·10 619.291 .0707 HAIRSEOGE ~-----, (FAX)6"19.291.4165 CURLY TOP SEDGE 4" POTS/12' 0.C. NIA COMMON RUSH 4" POTS/12" O.C. NIA ACACIA 1 GAU36" D.C. NIA N.C.N. 1 GAU36" O.C, NIA N.C.N. 1 GAU36" O.C. NIA J-25-2008 WADELL ENGINEERING CORPORATION WM/II.WADELL.COM Ri,-ers'.df! -Sacramento -San Lui, Obispo Oranae• BJker5lield • Tuc5on • ?:Joenb1. r1ckeng1n eer111g.co m CITY OF CARLSGAD PLANNING DEPT 0' 20' 40' 80' [ .. _J 2" LA YER OF DECOMPOSED GRANITE NA NA DRWN BY; CHCKD BY: RlC REC CITY OF CARLSBAD DWG. 440-1L REVISIONS BY APPROVED DATE DATE _____ 1---+-----------::c.._:-----.:.._ ______ --1--___:-'-----f----------'---'-==---+-::....___=----l COORDINATE INOEX MCCLELLAN-PALOMAR AIRPORT SCHEDULE "F" SCALE: HOR, VERT, DATE ____ _ N. E. W,A, R.S. 1---+------------------l------t-----t------l1-.;,:co~N~S~T,c_:C':'.',Oc"M!f_'.P!,:L.-======-l DATE _____ l---+------------------1-----4-----f-------l FIELD REVISIONS PLANTING PLAN -SHEET 4 FILE NO. SHEET J5RJ OF 44 SHEETS J-15777 _c _c >-0 ~ I ---0 u r ~ I ~ a ffi ~ ~ u 12 8 J;_ 0 NI @! C, r~~~~~~ LANDSCAPE LEGEND SYMBOL BOTANICAL NAME COMMON NAME TREES 0 TRISTANIACONFERTA BRISBANE BOX PINUS ElDARICA AFGHAN PINE ERYTHRINA HUMEANA NATALCORAL TREE 0 SHRUBS QUERCUS AGRIFLOLIA COAST LNE OAK ' XYlOSMA CONGESTUM XYLOSMA NERIUM OLEANDER 'WHITE' OLEANDER ff) PITTOSPORUM TOBIRA TOBIRA 0 PHORMIUM TENAX 'BRONZE BABY' NEW ZEALAND FLAX @) RIBES AUREUM GOLDEN CURRANT GRASSES m CAREXALULA FROSTY CURLS HAIR SEDGE -CAREX BUCHANANII CURLY TOP SEDGE ~ JUNCUS PATE~S COMMON RUSH GROUNDCOVER ~r__ll!' ACACIA REDOLENS .. lirr4. ACACIA ~ MYOPORUM PARVIFOLIUM N.C.N. 'PUTAH CREEK' > ~ MYOPORUM PACIFICUM N.C.N. \ D 2'LAYEROFDECOMPOSEDGRANITE N.A. ~~~~_/'-..._~ -1 0 SIZE/SPACING QUANTIY HYDROSEED MIX FOR FESTUCA RUBRA -\ ...... + + • • • + BCTANICAL NAME . . . . . . 15GALLON 228 t + • • • • LBS/ACRE . . . . . . . . . . . . FESTUCA RU BRA 2000 LBS/ACRE FIBER MULCH 2000 LBS/ACRE 15GALLON 36 300 LBS/ACRE SUPERTAC 120 LBS/ACRE 24" BOX 12 EXISTING PLANTING ---- 24" BOX 35 ( • \ EXISTING TREE TO REMAIN NIA '---,/ 1 GALJ10' o.c. 42 1 GAL/8' O.C. 60 0 EXISTING TREE TO BE REMOVED NIA 1 GAl/8' o.c. 370 5GAU4'0.C. 1005 ~ EXISTING SHRUBS AND GROUND COVER NIA 1 GAL/4' O.C. 84 4" POTS/12"0.C. NIA 4" POTS/12' O.C. NIA 4" POTS/12' 0.C. NIA 1 GAL/36" O.C. NIA 1 GALl36"0C. NIA 1 GAIJ31f o.c. NIA NA. SLOPE REVEGETATION / EROSION CONTROL POLICIES AND REQUIREMENTS e.a-1 B.3-1,1 SLOJ>lt l'V,Nt1('1(1 SLOl'B~ STANOARD$' Slo{)es reqtiiring t1_()5jqn cootrol lJlWl.llES id speciff.ed herein wll be lrWdWitl'J ont or !JIQte oCthe ~lowing 11ll!llting ~ a. Sbndu11 ll • COVER CRoP/Jtff8 MESH' C'-Mt crop_ shall be l.UOO. !Tlil ~ca)ly made up !lq\liq( llerroittatint illld (ia,t Clll'erini, ~11, ~ amfc,, wihl llqwe:11, S\.mnit ~ spetj(ic Sl)ed m~ (or c,i, wvvaf prio, to 3J!Plt~ioo. Jl">t ~ ciw $NJl lit app_ If~ at .I ratt and mmnu mllicieli to pf(/Yidt ~ ~ with.ii\ thirt)'(30)da)is. Type llf jytf ~ J!)Jll ~ aa ~ ~lm~il)' llfi4~ to !f\tijj,pt M l\'@ITl~ifed by the marn.f.ctur~ Jult ~i,bSNII ti. ~uited wl\e11 J)!llntil\l~ ~liuiJ!t lS Md April It Mng th• retnilll'lder of I.he )'tllf. the eowr crop~ J\ltl mal, mq be~ b. SIIDcfnft, GROONOCQWR Ooll hwld'red (l~) ~~cutd.tht.~ ,Id~ pf~witb a~ CfM/1, la,o,,w\ ~-h.M e11Cellri 50il bllldiing ~ (pi.\ll.lW(r.om l ~w.toillattedl'llilltrial an# SpaCe,dt~~MI~ wilhin orieyw>. c. Sfll-W ta• LOW SHRIJBS L9w sprcadlni woody lhn.aocs (planted 6'qim a minimiim Ml 34. kKhlinenJ shall ~1 • minim.um rJ taMl'lly OlmJ percent of IN~ lice (It ma!urtslul, d. ~ft• ~ANM>a lARCI SHR\.18,S nm~ 11i.-. $hrubs hi tit <Plllnted from a m.Wmun:1 ol t gallon cotl!.ainersl at a inininiwn rate o/ ooe < l) pin per. two bwidrt,i (200) sqiart~L COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS 5565 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295 ' £.3-t.i >J>tJ,S Pl AflPUCA'MOl' (P!AN'l'INCJ fJ. l.2,1 SlOP€S •• 6:1 c, ,u;ei,e, aodl a. 3 (et( o, IIH. lil .,.._ ~ l!lld 11rJ ~ to Pllblf( Wilkl or1o111c~ requb1~miniinum $bnd.wlJ (w.oetctopatleljutcd). &. , rm 1o e (fd lO -1lcai fidlllil ~" s~ ,i, -a and a ~ Iii~ ,(j r..t ltli MIJai W., rf:4\IU'f ~ i~ o; dartd 14 B.3, 1.Z•Z Sl'ECW. OOJtlDlltONS l!l.3-1.2•3,l Amf ~ 111~~ f.lll'!Y~SIW'Jdw tl (W,oe.raopJ wllec\ ~ ha.wont or more o4 lh1 '1!'i<IW'°' CQ.flditloinsl a. ~II!"~ ~1'!9t~_. ·. · .. lilt ~wlt.hln6~rl CQl1'.lllh:~ ofrw:,JJ ~· i,. A pwntilll ~ Pfl)bltirl as dckrininecl 111 ~ at, c:. r~ b'/ the (;ity ~ b~ VU!~~ lo th4 ~tic« !IO.W special ~11-.at Wimnl ilnlmdilitct~ E.l-1.2·l2Artlii-t1>be~lhallS:ntbedi1kedCHrototl!Jedtop!'Ql'idel!rubtt.loose-. ~bed. • IT IS A CONTRACTOR'S RESPONSIBILllY TO COMPLY Willi POLICIES AND REQUIREMENTS ABOVE. RECOMMENOEO BY: DATE DATE APPROVED BY: DATE MOHAMMAD FAKHRRIDDINE, COUNTY ENGINEER 2 Rl 43 19 NIA FOR REDUCED PLANS PLANS BY DATE DESIGNED 3 4 5 6 7 8 g 10 ORIGINAL SCALE IS IN INCHES CHECKED PLANTING NOTES 1. CONTRACTOR SHALL REVIEW SPECIFICATIONS AND PLANTING INSTALLATION DETAILS BEFORE BEGINNING \\QRK. 2. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH CONDITIONS UNDER VvHICH \\QRK SHALL BE DONE PRIOR TO BIDDING. 3. CONTRACTOR SHALL IMMEDIATELY UPON THE AWARD OF THE CONTRACT, ORDER, LOCATE AND PURCHASE (OR HAVE HELD) ALL PLANT MATERIAL REQUIRED BY THESE Pl.ANS AND SPECIFICATIONS. 4. LOCATION AND DEPTH OF ALL SITE UTILITIES SHALL BE DETERMINED PRIOR TO COMMENCEMENT OF IM)RK. GRADING AND UTILITY INFORMATION PROVIDED HAS NO GUARANTEE OF BEING ACCURATE. CONTRACTOR SHALL VERIFY AND LOCATE UTILITY LOCATIONS TO HIS ACCEPTANCE. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS OF ANY EXISTING CONDITIONS TO REMAIN DAMAGED AS A RESULT OF NEGLIGENCE OF HIS CREW. 6. SEE ENGINEER'S PLAN FOR LAYOUT OF ALL CURBS, WALLS, RETAINING WALLS, SITE GRADING AND DRAINAGE. SEE ARCHITECTS PU.N FOR LOCATION OF ALL BUILDINGS. 7. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. VvHERE SHRUB SYMBOLS ARE MASSED, DELINEATED 18. THE FOLLOWING SOIL AMENDMENTS ARE TO BE USED AS THE BASIS FOR BIDS. ONCE ALL SITE IMPROVEMENTS ARE IN PLACE AND APPROXIMATE FINISH GRADES ESTABLISHED, THE CONTRACTOR SHALL FURNISH TO TI-IE ARCHITECT A SOILS REPORT MADE FROM THE SURFACE AND SUBSURFACE (18" BELOW GRADE) SOIL BY AN APPROVED AGRICULTURAL LAB. THE REPORT SHALL INCLUDE PH, N-P-K, SAR, EGE, BORON LEVELS, AND SOIL PARTICLE SIZE AND TEXTURAL EVALUIATION. ARCHITECT SHALL REVIEW THIS REPORT PRIOR TO COMMENCEMENT OF SOIL PREPARATION OR PLANTING, AND RECOMMEND ADJUSTMENTS TO THE CONTRACTOR, IF REQUIRED. 19. SOIL PREPARATION FOR TURF AREAS, AMOUNT PER 1000 SQUARE FEET: 3 CU. YDS. SEA-SOIL, COMPOSTED KELP ORGANIC AMENllMENT (AVAILABLE FROM TRI-C ENTERPRISES, CHINO, CA, (BOO) 927-3311) 50 LBS. HUMATE PLUS 25 LBS. 18-8-8 GRANULAR FERTILIZER 200 LBS. AGRICULTURAL GYPSUM 10 LBS. SOIL SULFUR CONTRACTOR SHALL MAINTAIN A CONSISTENT ON CENTER TRIANGULAR SPACING AS NOTED. CONTRACTOR SHALL 20. GENERAL SOIL PREPARATION FOR AREAS VvHICH ARE LESS THAN 2:1 IN SLOPE ASPECT RA TIO, AMOUNT PER VERIFY PLANT TOTALS FOR BID PURPOSES. 1000 SQUARE FEET: 8. CONTRACTOR SHALL PROVIDE ADDITIONAL PLANT MATERIAL AS SPECIFIED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. PLANT SPECIES SELECTION BY LANDSCAPE ARCHITECT. IF ALL MATERIALS ARE NOT USED, TI-IE CONTRACTOR SHALL CREDIT THE OWNER THE BALANCE OF THE AMOUNT. THE CONTRACTOR SHALL BIO TI-IE FOLLOWING MATERIAL: 2 -24" BOX ERYTHRINA HUMEANA 40 -5 GALLON PHORM IUM TENAX 'BRONZE BABY' 10 -1 GALLON XYLOSMA CONGESTIJM 10 • 1 GALLON NERI UM OLEANDER 25 -1 GALLON PllTOSPORUM TOBIRA 10 • 1 GALLON RISES A URE UM 2 -FLATS ACACIA REDOLENS 2 -FLA TS MYOPORUl\4 PARVIFOLIUM 2 -FLATS MYOPORUM PARVIFOLIUM 9. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE FOR INSPECTION AT THE FOLLOWING TIMES: -IRRIGATION COVERAGE, PRIOR TO PU.NT PLACEMENT -PLANT APPROVAL AND SPOTTING PRIOR TO PLANTING -PRE-MAINTENANCE APPROVAL --POST-MAINTENANCE/FINAL APPROVAL. 10. OWNERS REPRESENTATIVE SHALL APPROVE ALL FINISH GRADING PRIOR TO PLACEMENT OF AfN PLANT MATERIAL. 11. PLANTING BEDS SHALL HAVE FINISHED GRADES SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3% DRAINAGE AWAY FROM BUILDINGS AND PAVING INTO DRAINAGE 2 STRUCTIJRES OR TO STREET (SEE ENGINEERS GRADING AND DRAINAGE PLAN). CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY OF ANY CONFLICTS IN MAINTAINING DRAINAGE. 12. \\QRK WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF GOVERNING AGENCIES AND PER GREENBOOK SPECIFICATIONS. 13. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE EXISTING CONDITIONS OR WITI-IIN THE PLANS PRIOR TO BEGINNING \\QRK. 14. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED. 15. PERCOLATION TEST SHALL BE CONDUCTED IN ACCORDANCE Wln-t n-tE LANDSCAPE SPECIFICATIONS. 18. ROCKS AND DEBRIS THREE INCHES (3") AND LARGER SHALL BE REMOVED FROM PLANTING AREAS FROM THE TOP SIX INCHES (6") OF SOIL, AND Tl-EN FROM THE SITE. 17. ALL AREAS TO BE PLANTED AND IRRlGA TED SHALL RECEIVE SOIL AMENDMENTS, EXCEPT VvHERE SPECIFICALLY NOTED OTHERWISE ON TI-IE DRAWINGS. REVISIONS BY APPROVED DATE COORDINATE iNDEX 4 CU. YD$. COMPOSTED ORGANIC SOIL AMENllMENT(PER SECTION 2.2.3) 50 LBS. HUMATE PLUS, (AVAILABLE FROM TRI-C ENTERPRISES, CHINO, CA, (800)927-3311) 25 LBS. 16-8-8 GRANULAR FERTILIZER 200 LBS. AGRICULTURAL GYPSUM 10 LBS. SOIL SULFUR 20. TREES WITHINS' OR LESS OF HARDSCAPE SHALL BE INSTALLED WITH A ROOT BARRIER. ROOT BARRIER SHALL BE INSTALLED PARALLEL TO HARDSCAPE SURFACE FOR A DISTANCE OF 12' FROM THE CENTER LINE OF THE TREE TRUNK IN BOTH OIRECTIONS. OR AS INOICATED ON PLAN. ROOT BARRIER TO BE MFG BY "BIO-BARRIER" OR EQUIVALENT. 21. TREE TRUNK PROTECTORS SHALL BE INSTALLED AT ALL TREES LOCATED IN LAWN AREAS. 22. PLANTING TABLETS SHALL BE GRO-POWER OR AGRIFORM (12 MONTI-I SLOW RELEASE FORMULATION), AS PER SPECIFIC/\ TIONS. 23. SHRUB BEDS SHALL HAVE A THREE INCH (3") THICK MULCH LAYER. ''MULCH'' SHALL BE BARK MULCH FROM ONE OF THE FOLLOWING SOURCES: SHREDDED FIR OR SHREDDED CEDAR. RATES AS SPECIFIED ON PU.NS. FREE OF STICKS, STONES, CLAY OR OTHER FOREIGN MATERIAL. 24. UNDER PLANT ALL TREES WITH THE ADJACENT SHRUB AND/OR GROUND COVER AS INDICATED BY THE PLANS. PLANTS SHALL BE INSTALLED WITH TRIANGULAR SPACING. PLANT GROUNDCOVERS TO WITI-IIN 12" OF TREE OR SHRUB STEMS UNLESS INDICATED OTHERWISE. 25. IRRIGATE ALL PLANTING AREAS NORMALLY FOR TWO WEEKS TO GERMINATE 'M:EDS. APPLY CONTACT HERBICIDE TO WEEDS ONLY PER MANUFACTURER. NONSANTO "ROUND-UP'' OR EQUIVALENT. 28. AT COMPLETION OF MAINTENANCE PERIOD. APPLY COMMERCIAL FERTILIZER (15-15-15) AT 2LBSl1000SF TO 1URF AREAS AND WATER IMMEDIATELY WITH n-tOROUGH IRRIGATION CYCLE. 27. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A WEED AND DEBRIS-FREE CONDITION THROUGHOUT TI-IE MAINTENANCE PERIOD. 28. PLANTING SHALL BE GUARANTEED THROUGH TI-IE ESTABLISHMENT PERIOD (SEE PLANTING SPECIFICATIONS). ESTABLISHMENT PERIOD SHALL BE 90 DAYS. TREES AND SHRUBS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR, BEGINNING FROM THE DATE OF THE FINAL ACCEPTANCE OF TI-IE ESTABLISHMENT PERIOD. RICK ENG!l\EERING COMPANY 5620 rRlARS ROAD SAN DIEGO, CA ~2110 b19 291.0707 ~----l (FAX)bl~.291.4165 3-25-2008 WADELL ENGINEERING CORPORATION WWW.WADELL.COM Riverside -Sacramento -San Li..l~ c:,bJ>po 01angt1• Baker~neld • Tue.sun • Phu1111\iX nckeng1neer1 n ~.com CITY OF C/,RLSBAD PLANNING DEPT. PLANNING DRWN BY· CHCK) BY: REC REC '-\-l'Z,· o'o DATE CITY OF CARLSBAD DWG. 440-1L CURB & MEDIAN REVISIONS REC MCCLELLAN-PALOMAR AIRPORT SCHEDULE "F" SCALE: HOR. VERT. N. E. W.A. R.S. CONST. COMPL. FIELD REVISIONS PLANTING LEGEND AND NOTES FILE NO. SHEET 36R1 OF 44 SHEETS mm• 1111 lllllillllllli !I illl: l D H J PREVAILING WIND i ~--TREETRUNK SUPPORT STAKE "CROSS" TIE BETWEEN STAKE AND TREE 2x ROOTBALL AS SHOWN PLAN VIEW 4----5, 15 GALLON or 24" BOX TREE ~-CLEAR BRANCHES AS NECESSARY (6)-TREE TIES PER SPECIFICATIONS. SPACE AS SHOWN. INSTALL TREE TIES PER MFR. RECOMMENDATIONS (2)-2" DIA x 10' LONG TREATED --LODGEPOLE PINE STAKES. INSTALL TRUE AND VERTICAL. DRIVE INTO UNDISTURBED SOIL ADJACENT TO ROOTBALL EXISTING 2:1 SLOPE GRADIENT 1---NATIVE SOIL "----PLANTING TABLETS BACKFILL -PER SPECIFICATIONS '----ROOTBALL TREE PLANTING ON SLOPE NOT ASSIGNED NOT ASSIGNED COUNTY OF DEPARTMENT OF SAN DIEGO PUBLIC WORKS 5555 OVERLAND AVENUE. SAN DIEGO, CA 92123-1295 N.T.S. N.T.S. N.T.S. C G -1 D EQUAL TRIANGULAR SPACING REQUIRED BETWEEN PLANTS (REFER TD PLANT LEGEND FOR ON CENTER SPACING) 1 2 ~ ~ ~ -~ ,?~1, ~~-~~-~E~ ~-~~*~ ~ -@ -@-~-@5--@>---l - EDGE OF PLANTING AREA ~ DISTANCE FROM EDGE OF PLANTER -----------' TO CENTER OF PLANT TO BE 1/2 THE SPECIFIED GROUND COVER SPACING GROUND COVER SPACING FORM 3" WATERING BASIN W/ BACKFILL SOIL MIX SHRUB MULCH LAYER --EXISTING 2:1 SLOPE GRADIENT NOTE: CUT AND FILL TO BE 1: 1 SLOPE RA TIO MAXIMUM •+hh"-71----PLANT SO TOP OF ROOTBALL IS 1" /\BOVE FINISH GRADE (AFTER SETTLING OF BACKFILL) 2xROOT BALL SHRUB PLANTING ON SLOPE NOT ASSIGNED FERTILIZER TABLETS PER SPECIFICATIONS INSTALL SO THEY TOUCH ROOTBALL BACKFILL MIX (PER SPECIFICATIONS) RECOMMENDED BY: DATE DATE APPROVED BY: DATE MOHAMMAO FAKHRRIDDINE, COUNTY ENGINEER 3 N.T.S. B N.T.S. F N.T.S. 4 5 FINISH GRADE ~T ROOTBALL ROOTBALL INSTALL BREATHER .. TUBES ON ALL TREES PER THE FOLLOWING SCHEDULE 15 GALLON {1)-3" 24"BOX [2} • 3" NOTE: DO NOT INST ALL TUBE;:$ f<OR PLANT MATERIAL INSTALLED ON SLOPES DRAIN PIPE 6 0 HARDSCAPE EDGE: SIDEWAU(, CURS, SWALE, BROW OITCl-i OR PA\IEMENf © 2<1" ROLL ROOT CONTROL BARRIER (SIOBARRIER) BY BBA REEMAV, INC. (BOO) 284-2760 INSTALL i'LUSl--1 WITH BACK OF CURB & FINISH GRADE AS RECOMMENDED Eh' THE MANUFACTURER. 20 FEET OF BP.RRIER PER TREE. @ TOP OF ROOT CONTROL BARRIER FLUSH WITh GRADE. 0 Z' IN SHRLIB AREAS. ROOT CONTROL BARRIER REVISIONS Pl.ANS BY DATE FOR REDUCED PLANS 4 16 07 7 8 9 10 ORIGINAL SCALE IS IN INCHES DESIGNED CHECKED JC PT 4 16 07 NOS SLOTTED GRATE - PIPE SIZE DUCT TAPE OVER HOLES WITHIN s• OF FINISHED GRADE RIGID PERFORATED HANDCORE PIPE SEE SCHEDULE AT LEFT FOR SIZE ANO NUMBER. PER PLANT -rlNISH GRADE "DPJ\INGARO~ SOCK BACKFILL MIX: 50% NATIVE. SOIL, AND 50% AMENDED SOIL PER SPECIFICATIONS. PUDDLE, SE.lTLE AND ELIMINATE POCKETS. BREATHER TUBE TO EXTEND TO FULL DEPTH OF PLAN,ING HOLE 20' 10' CROSS SECTIOt\t ~ ROOT CONTROL OAHRIER TRENCH 81\CKFILl ED \::,,,I WITH CLEAN SITE SOIL. © TR.EE 0 ROOT CONTROL BAR'slEctS SHALL BE PROVIDED AS SHO'li'N ON THIS DETAIL WHERE TREES AH.E PLANTED Wt Tri IN 5 FEET OR CLCSER FROM THE I-IARDSCAPE EDGE. 10' N.T.S. A ' N_T.S. E BY APPROVED DATE COORDINATE INDEX N. CONST. COMPL FIELD REVISIONS DELINEATED RUBBER TREE STRAP @ 1 , @ 2" JJA. LODGEPOLE "'-'iii<-----TREE TRUNK CROSSBRACE DETAIL BACKFILL 3/4" DIA. GRAVEL TREE PIT EGDE ~<'----VJIND DIRECTION 1-------TREE TREE PLAN VIEW ROOTBALL 2 E:A. 2" DIA. x 10' TREATED LODGEPOLE PINE· STAKE OUTSIDE ROOTBALL /---ROCK MULCH -1/4" · 3/4" DIA. ROCK SUBMIT 3 SAMPLES FOR APPROVAL ,,----PLANT WITH CROWN 2" A.BOVE FINISH GRADE 3·, H!GH BERM BACKf-ILi,.~ 50% NATIVE SOIL A~D 5D% AMENDED SOIL. (PER SPECIFICATIONS) l-----FERTILIZER TAB LETS PER SPECIFICATIONS, 3" BELOW GRADE ROOTBALL ROUGHEN/SCARIFY PLANT PIT TO ELIMINATE AUGER SUCK PVC PE RF ORA TEO DRAIN PIPE 3/4" DIA. GRAVEL SECTION TREE PLANTING PLANTING PIT EDGE '.-'l'.;:::::~'/2-Sf--PLANT MATERIAL PLAN VIEW I I I ', 111 .... "'-I ih 8•-I Oet:• ~ ----··-io NOTE: FOR 5 GAL. AND LARGER SHRUBS. SHRUB PLANTING SECTION ~-CONTAINER SHRUB 2" ROCK MULCH LA YER, ROCK TO BE 1/4" -3/4" DIA. SUBMIT 3 SAMPLES FOR APPROVAL BY LANDSCAPE ARCHITECT N.T.S. BACKFILL MIX· 50% NATIVE SOIL, 50% AMENDED SOIL (PER SPECIFICATIONS) N.T.S. PT 4 16 07 ,. RICK ENGINEERING COMPANY 5620 FRIARS ROAD SAN DIEGO, CA Y2tl0 61 g.291.0707 (FAX)019.291.41 bS Ri·,crside · SJcrarui,11\0 · S,m Luis Obispo Orange• BJkl:'t~foeld • Tucson • l''ioeni,c ~----~ ricke11g1nccr1ng.cQm 4-16-01 CITY OF CARLSBAD PLANNING DEPT. PLANNING DRWN BY: CHCKO BY: E. REC REC CITY OF CARLSBAD DWG. 44D-1L MCCLELLAN-PALOMAR AIRPORT SCHEDULE "F" PLANTING DETAILS WADELL ENGINEERING CORPORATION WWW.WADELL.COM SCALE: HOR. W.A. FILE NO. SHEET J7 VERT. R.S. OF 44 SHEETS ...c J:: 0 -~ SECTION 02900 LANDSCAPE PLANTING PART 1 GENERAL 1.1 DESCRIPTION 1.1.1 THE GENERAL AND SPECIAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. 1.2 SCOPE OF WORK 1.2.1 THE WORK INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT TO PERFORM THE WORK HEREIN AND AS REQUIRED TO COMPLETE THE CONTRACT PROPERLY. 1.2.2 THE CONTRACTOR SHALL ADEQUATELY PROTECT THE WORK, ADJACENT PROPERTY, AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY, AND LOSS DUE TO HIS ACTS OR NEGLECT. CONTRACTOR SHALL CONTINUOUSLY PROTECT AND MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT DURING THE PROGRESS OF THE WORK, THROUGH THE ESTABLISHMENT PERIOD, AND UNTIL FINAL ACCEPTANCE OF THE WORK. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OR REPLACEMENTS CAUSED BY ACTS OF VANDALISM, INCLUDING REMOVAL OF GRAFFITI, AND/OR REFINISHING, AS REQUIRED. 1.2.3 THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN THE RECOMMENDATIONS ON THE CONTRACT DOCUMENTS AND SITE CONDITIONS. 1.2.4 THE CONTRACTOR SHALL EMPLOY A LICENSED LANDSCAPE CONTRACTOR WITH THE STATE OF CALIFORNIA OR A CERTIFIED LANDSCAPE TECHNICIAN WITH THE CALIFORNIA LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR ALL PLANTING INSTALLATION WORK. AN ENGLISH-SPEAKING FOREMAN WILL BE ON SITE FOR ALL SITE OBSERVATION MEETINGS. 1.3 RELATED WORK 1.3.1 SECTION 02811 -IRRIGATION SYSTEM 1.4 SUBMITTAL$, TESTS, AND INSPECTIONS 1.4.1 SUBMIT SAMPLES AND/OR DESCRIPTIVE LITERATURE AND SPECIFICATIONS FOR THE FOLLOWING: A. ORGANIC SOIL AMENDMENTS. B. PRE-EMERGENT HERBICIDE(S). C. ALL INORGANIC SOIL AMENDMENTS, FERTILIZERS, AND CHEMICALS .. D. ALL PLANT MATERIALS:TREES, SHRUBS, SOD, AND GROUND COVERS E. ORGANIC AND INORGANIC MULCH MATERIALS. 1.4.1.2 ANY MATERIALS WHICH DIFFER FROM THAT SPECIFIED IN THE PLANS OR SPECIFICATIONS WHEN A BRAND NAME IS CALLED FOR, CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO USAGE OR INSTALLATION. 1.4.2 CONTRACTOR SHALL SUBMIT TO THE ARCHITECT PHOTOCOPIES OF CURRENT LANDSCAPE CONTRACTOR'S LICENSE OR CLT REGISTRATION FOR ALL FOREMEN PERFORMING WORK ON THIS PROJECT. 1.4.2.1 ANY SAMPLING, TESTING, OR INSPECTION COSTS OF MATERIAL ARE TO BE BORNE BY THE CONTRACTOR, AND COPIES OF INSPECTION CERTIFICATES, REQUIRED BY LAW, SHALL BE FURNISHED WITHOUT ADDITIONAL CHARGE. 1.4.2.2 SUBMIT, TO THE ARCHITECT, ORIGINAL (NOT PHOTOCOPIED) DELIVERY TICKETS FOR ALL MATERIALS DELIVERED TO THE JOBSITE. THIS REQUIREMENT MUST BE SATISFIED PRIOR TO COMMENCEMENT OF THE ESTABLISHMENT PERIOD. 1.4.3 PLANT MATERIAL 15 GALLON AND LARGER SHALL BE APPROVED AND TAGGED AT THE SOURCE PRIOR TO DELIVERY. WHEN THIS IS NOT PRACTICAL AND APPROVED BY THE ARCHITECT, PHOTOS SHALL BE SUBMITTED FOR APPROVAL. SUBMIT SOURCE FOR ALL 5 GALLON AND SMALLER PLANT MATERIALS. REGARDLESS OF WHICH METHOD IS USED, FINAL APPROVAL OF PLANT MATERIAL SHALL OCCUR AT THE SITE. ANY PLANT MATERIAL WHICH IS NOT ACCEPTED SHALL BE IMMEDIATELY REMOVED FROM THE SITE AT CONTRACTOR'S EXPENSE. PART 2 PRODUCTS 2.1 BOXED TREES, CONTAINER TREES, AND OTHER PLANT MATERIAL 2.1.1 NOMENCLATURE: SEE LIST OF PLANT MATERIALS ON LANDSCAPE PLANTING PLAN. PLANT SPECIES NAMES SHALL BE PER 2001 EDITION OF SUNSET WESTERN GARDEN BOOK. BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES. 2.1.2 CONDITIONS: PLANTS SHALL BE SYMETRICAL, TYPICAL FOR VARIETY AND SPECIES, SOUND, HEAL THY, VIGOROUS, FREE FROM PLANT DISEASE, INSECT PESTS OR THEIR EGGS, EXCESSIVE ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS, AND SHALL HAVE HEALTHY, NORMAL ROOT SYSTEMS, WELL-FILLED CONTAINERS, BUT NOT TO THE POINT OF BEING ROOT BOUND. TREE TRUNKS SHALL BE STURDY AND WELL HARDENED-OFF. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY EXCEPT AS AUTHORIZED BY THE ARCHITECT. 2.1.3 GROUNDCOVER PLANTS (ROOTED CUTTINGS) SHALL HAVE BEEN GROWN IN FLA TS AND SHALL REMAIN IN THOSE FLA TS UNTIL TIME FOR TRANSPLANTING. AT TIME OF TRANSPLANTING, THE FLAT SOIL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT THE SOIL DOES NOT FALL APART WHEN LIFTING PLANTS FROM FLAT. EACH PLANT SHALL BE PLANTED WITH ITS PROPORTIONATE AMOUNT OF THE FLAT SOIL IN A MANNER THAT WILL ENSURE A MINIMUM OF DISTURBANCE TO THE ROOT SYSTEM. PLANTS SHALL BE FULLY DEVELOPED AND HARDENED OFF AND SHALL BE FILLING THE FLAT. 0 1 2 3 4 5 6 2.1.4 IN NO CASE SHALL TREES OR SHRUBS BE TOPPED OR PRUNED WITHIN 6 MONTHS PRIOR TO DELIVERY. PLANTS SHALL BE GROWN IN NURSERIES WHICH HAVE BEEN INSPECTED BY THE STATE DEPARTMENT OF AGRICULTURE AND HAVE COMPLIED WITH ITS REGULATIONS. 2.1.5 IDENTIFICATION:PLANTS SHALL BE OF THE VARIETY AND SIZE SHOWN ON THE DRAWINGS, AND SHALL CONFORM TO THE REQUIREMENTS HEREIN. ONE OF EACH BUNDLE OR LOT SHALL BE TAGGED WITH PLANT NAME IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. 2.1.6 SUBSTITUTIONS:SUBSTITUTIONS FOR THE INDICATED PLANT MATERIALS WILL BE PERMITTED, PROVIDED THE SUBSTITUTE MATERIALS ARE REVIEWED IN ADVANCE BY THE ARCHITECT, AND THE SUBSTITUTIONS ARE MADE AT NO ADDITIONAL COST TO THE OWNER EXCEPT FOR THE VARIATIONS SO AUTHORIZED, SUBSTITUTE PLANT MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATIONS. IF ACCEPTED SUBSTITUTE MATERIALS ARE LESS VALUE THAN THOSE INDICATED OR SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. 2.1.7 CONTAINER PLANT OBSERVATION AND REJECTION:ROOT CONDITION OF CONTAINER PLANTS WILL BE DETERMINED BY THE ARCHITECT THROUGH THE REMOVAL OF PLANT FROM THE CONTAINER OF AT LEAST TWO PLANTS BUT NOT MORE THAN 2% OF THE TOTAL NUMBER OF EACH SPECIES FROM EACH SOURCE. 2.1.8 ARCHITECT WILL OBSERVE TREES UPON DELIVERY. TREES AND/OR SHRUBS WILL BE REJECTED IF ANY ONE OF THE FOLLOWING CHARACTERISTICS ARE PRESENT: A. ENLARGED CANKERS OR GALLS AT THE BASE OF THE TRUNK, JUST ABOVE THE SOIL LEVEL. B. CROOKED TRUNKS. C. SCARS OR TRUNK DAMAGE, BROKEN BRANCHES, ETC. D. ASYMMETRICAL BRANCHING. E. ROOT BOUND CONDITION. F. ANY TREIES THAT HAVE BEEN RECENTLY PRUNED BACK. 2.1.8.1 ALL TREES SHALL BE MATCHING IN SIZE AND SHAPE, IF CALLED FOR ON THE DRAWINGS OR IN THESE SPECIFICATIONS. 2.1.9 QUANTITIES: IN ALL CASES, QUANTITIES OF PLANT MATERIAL SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK AS INDICATED ON THE DRAWINGS, INCLUDING, REPLANTING,AND MAINTENANCE (REPLACEMENTS) DURING THE CONTRACT PERIOD. 22 SOIL AMENDMENTS 2.2.1 ALL AREAS TO BE PLANTED AND IRRIGATED SHALL RECEIVE SOIL AMENDMENTS, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. 2.2.2 THE FOLLOWING SOIL AMENDMENTS ARE TO BE USED AS THE BASIS FOR BIDS. ONCE ALL SITE IMPROVEMENTS ARE IN PLACE AND APPROXIMATE FINISH GRADES ESTABLISHED, THE CONTRACTOR SHALL FURNISH TO THE ARCHITECT AN INITIAL SOILS REPORT MADE FROM THE SURFACE AND SUBSURFACE (18" BELOW GRADE) SOIL BY AN APPROVED AGRICULTURAL LAB. THE REPORT SHALL INCLUDE pH, N-P-K, SAR, EcE, BORON LEVELS, PERCOLALTION RATES, AND SOIL PARTICLE SIZE AND TEXTURAL EVALUATION. THE LANDSCAPE ARCHITECT AND CITY INSPECTOR SHALL REVIEW THIS REPORT PRIOR TO COMMENCEMENT OF SOIL PREPARATION OR PLANTING, AND RECOMMEND ADJUSTMENTS TO THE CONTRACTOR, AS REQUIRED. 2.22.1 SOIL PREPARATION FOR TURF AREAS, AMOUNT PER 1000 SQUARE FEET: 3 CU. YDS. COMPOSTED SOIL CONDITIONER 50 LBS. HUMATE PLUS (AVAILABLE FROM TRI-C ENTERPRISES, CHINO CA, 800-927-3311) 25 LBS. 16-6-8 GRANULAR FERTILIZER 200 LBS. AGRICULTURAL GYPSUM 10 LBS. SOIL SULFUR 2.2.2.2 GENERAL SOIL PREPARATION FOR AREAS WHICH ARE LESS THAN 2:1 IN SLOPE ASPECT RATIO, AMOUNT PER 1000 SQUARE FEET: 4 CU. YDS. COMPOSTED SOIL CONDITIONER 50 LBS. PREMIUM HUMATE (AVAILABLE FROM TRI-C ENTERPRISES) 25 LBS. 16-6-8 GRANULAR FERTILIZER 200 LBS. AGRICULTURAL GYPSUM 10 LBS, SOIL SULFUR 2.2.2.3 TOP DRESS ALL SLOPE AREAS 2: 1 OR STEEPER IN SLOPE ASPECT RA TIO WITH THE FOLLOWING AMENDMENTS, LIGHTLY RAKED INTO THE SOIL (1/4 INCH DEPTH), AMOUNT PER 1000 SQUARE FEET: 9 CU. FT. COMPOSTED ORGANIC SOIL AMENDMENT (PER SECTION 2.2.3) 200 LBS. AGRICULTURAL GYPSUM 10 LBS. SOIL SULFUR 1 PINT SARVON SOIL PENETRANT (SPRAYER-APPLIED). 2.2.3 COMPOSTED ORGANIC SOIL AMENDMENT 2.2.3.1 SHALL BE RECYCLED COMPOST SOIL CONDITIONER, AVAILABLE FROM RECYC, INC. 114 BUSINESS CENTER DRIVE, CORONA, CA 91720-1724, (909) 371-3929, OR EQUIVALENT. OR SHALL BE GROW LIFE SOIL AMENDMENT, AVAILABLE FROM GRO POWER, CHINO, CA, (909)393-3744, OR EQUIVALENT 2.2.3.2 PRODUCT SHALL CONSIST OF A BLEND OF SEWAGE SLUDGE, RECYCLED GARDEN WASTE, AND WOOD BY-PRODUCTS. IT SHALL BE PROPERLY CURED FOR A MINIMUM OF 150 DAYS, AND BE FREE FROM ANY TRASH, DELETERIOUS MATERIALS, AND/OR TOXIC CHEMICALS. PRODUCT SHALL BE NON-HAZARDOUS, AND CONFORM WITH US ENVIRONMENTAL PROTECTION AGENCY 40 CFR 503 CRITERIA FOR "CLASS A" PRODUCT. IT SHALL EXCEED STANDARDS AND SPECIFICATIONS FOR UNRESTRICTED APPLICATION AS A LANDSCAPING AND AGRICULTURAL SOIL AMENDMENT. % RECYCLED ORGANIC 2.2.3.3 PRODUCT SHALL BE RICH FULLY COMPOSTED 100 % DIGESTED, CENTRIFUGED, COMPOSTED BIO-SOLIDS PRODUCT, CONSISTING OF 35 % AGED WOOD FIBERS. 7 8 9 FOR REDUCED PLANS 10 ORIGINAL SCALE IS IN INCHES PLANS DESIGNED CHECKED DELINEATED 2.2.3.4. FOR EACH PRODUCT TO BE USED, CONTRACTOR SHALL SUBMIT A SAMPLE AND SPECIFICATION SHEET, INCLUDING PARTICLE SIZE EVALUATION, TOTAL N (NITROGEN), NH4-N (AMMONIA), NO3-N (NITRATE), ECE, PH, MICRO NUTRIENTS, AND METALS. GUARANTEED ANALYSIS SHALL CONFORM TO THE FOLLOWING, % VARIANCE ALLOWABLE: WITH A ±10 TOTAL NITROGEN 0.50 % (1) ORGANIC N 0.40 % (2) AMMONIUM/N 0.09 % (3) NITRATE N 0.01 % PHOSPHORUS (AS P2O5) 8,684 POTASSIUM (AS K20) 5,485 CALCIUM 25,783 COPPER 195 IRON 17,562 MAGNESIUM 4,413 MANGANESE 283 SULFUR 4,927 ZINC 362 BORON <1.00PPM CARBON:NITROGEN RATIO 20:1 ORGANIC MATTER (DRY WT BASIS) 40 % ECE <10.50 MMHOS/CM PH RANGE 7.2-7.8 MOISTURE CONTENT 45-50 % BULK DENSITY 1,100 LBS. PER CU. YD. 2.2.3.5 PARTICLE SIZE SHALL BE 100 % PASSING A 112" SCREEN. 2.2.4 THE CONTRACTOR IS RESPONSIBLE FOR CORRECTION OF SOIL PH, NUTRIENT LEVELS, AND CHEMICAL BALANCE UNTIL FINAL ACCEPTANCE BY THE OWNER. THE CONTRACTOR SHALL TAKE SOIL SAMPLES FROM THREE SEPARATE LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT PER SECTION 2.2.2. 2.3 SOD 2.3.1 SOD SHALL BE "MARATHON II, AS AVAILABLE FROM AMSOD (619) 738-9112 OR EQUIVALENT. 2.3.2 SOD SHALL BE MACHINE CUT AT A UNIFORM SOIL THICKNESS OF 5/8' PLUS OR MINUS 1/4". MEASUREMENTS FOR THICKNESS SHALL EXCLUDE TOP GROWTH AND THATCH. INDIVIDUAL PIECES OF SOD SHALL BE CUT TO THE SUPPLIER'S STANDARD WIDTH ANO LENGTH. MAXIMUM ALLOWABLE DEVIATION FROM STANDARD WIDTH AND LENGTHS SHALL BE 2%. BROKEN ROLLS OR SLABS AND TORN OR UNEVEN ENDS WILL NOT BE ACCEPTABLE. STANDARD SIZE SECTIONS OF SOO SHALL BE STRONG ENOUGH TO SUPPORT THEIR OWN WEIGHT AND RETAIN THEIR SIZE AND SHAPE WHEN SUSPENDED VERTICALLY FROM A FIRM GRASP ON THE UPPER 10% OF THE SECTION. 2.6 TREE STAKES 2.6.1 TREE STAKES SHALL BE 2" IN DIAMETER BY 8' OR 10' LONG NEW PINE LODGE POLES TREATED WITH COPPER NAPTHENATE, PER DETAILS. BY DATE JC 4 16 07 PT 4 16 07 PT 4 16 07 " Ill CK · ENGINEERING COMPANY 5620 fRIARS ROAD SAN DICGO, CA 92110 619.291.0707 (FAX)U I 9.29l.4165 Ri1,erside -5.iaam~nlo . <;an Luis OU,µa OrJnge · BJker,ficld -Tucson • Phoeni11 ~------< ricken11,inc~r1ng.c:om 4 16 07 -- CITY OF CARLSBAO PLANNING DEPT. PLANN1NG DRWN SY; CHCKO BY: REC REC c.f. IZ, .:i 't:> DATE CITY OF CARLSBAD DWG. 440-1L WADELL ENGINEERING CORPORATION WWW.WADELL.COM RECOMMENDED BY: REVISIONS BY APPROVED DATE ---------DATE ____ 1---+----------------1------1.--'-'..:.:.::.C::::...l--....:::.:::::.......J COORDINATE INDEX MCCLELLAN-PALOMAR AIRPORT SCHEDULE "F" COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS 5555 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295 1-----~---~ _________ DATE N. E. APPROVED BY: l---+---------------+----1----+-------IJ-C:::OecNST::.:;_, C:::Oe:,M,._,PL=--=====.J ~--,-,,.----------DATE ----l---+----------------1------1.---.l--..------1 MOHAMMAD FAKHRRIDDINE, COUNTY ENGINEER FIELD REVISIONS SCALE: HOR, VERT. W.A. R.S. PLANTING SPECIFICATIONS SHEET 1 FILE NO. SHEET 38 OF 44 SHEETS IDBI 1'1' 111"1 111/Klilll!li J::i ii 2.7 TIES 2.7.1 TREE TIES SHALL BE "CINCH-TIE' AS MANUFACTURED BY V.I.T. PRODUCTS, ESCONDIDO, CA (760) 480-6702, OR EQUIVALENT. 2. 7 .2 USE 30" LONG TIES FOR 15 GALLON TREES, 36" LONG FOR 24' BOX AND LARGER. .. 2.7.3 USE 1-114" OR 1-112' LONG GALVANIZED ROOFING NAILS TO SECURE TIES. 2.9 ROOT BARRIERS 2.9.1 ROOT BARRIERS SHALL BE PER PLANS AND DETAILS. 2.10 IMPORT SOIL OR TOPSOIL 2.10.1 IMPORT SOIL SHALL BE CLASS A TOPSOIL NATURAL, FRIABLE, WELL-DRAINING SOIL. PROVIDE SOIL FREE FROM SUBSOIL, BRUSH, OBJECTIONABLE WEEDS, SEEDS, ROCKS, ORGANIC OR INORGANIC DEBRIS, SILT, AND CLAY. THE SOIL SHALL BE FREE OF ANY TOXIC SUBSTANCE, ORGANIC OR INORGANIC; SOIL STERILANTS; SALTS: AND NO SOIL REMOVED FROM ROAD BED EXCAVATIONS. 2.10.2 THE CONTRACTOR SHALL FURNISH UPON THE REQUEST OF THE ARCHITECT A SOILS REPORT MADE FROM THE INTENDED IMPORT BY AN APPROVED AGRICULTURAL LAB. THE REPORT SHALL INCLUDE PH, N-P-K, SAR, MINERALS, MICRO-NUTRIENTS, ECE, BORON LEVELS, SOIL PARTICLE SIZE, AND TEXTURAL ELEVATION. SOIL IMPORTED TO SITE AND FOUND TO BE UNSUITABLE BY THE ARCHITECT SHALL BE REMOVED FROM THE SITE AND REPLACED WITH AN APPROVED SOIL AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PAY ALL EXPENSES FOR SOIL TESTING OF IMPORT MATERIALS. 2.11 NOT USED 2.12 NOT USED 2.13 MINERAL MULCH MATERIAL 2.13.1 HARD DURABLE STONE, WASHED FREE OF LOAM, SAND, CLAY AND OTHER FOREIGN SUBSTANCES, AND OF THE FOLLOWING: GRAVEL, 114" · 3/4" DIA., TAN COLOR. 2.13.3 MULCH SHALL BE SCREENED TO PRODUCE A 1/4" TO 3/4" PARTICLE SIZE. 2.14 PRE-EMERGENT HERBICIDE 2.14.1 PRE-EMERGENT HERBICIDES SHALL BE WETTABLE POWDER OR GRANULAR TYPE. 2.14.2 SELECT PRE-EMERGENT HERBICIDE APPROPRIATE TO SITE AREA, SOIL TYPE, INDIGENOUS WEEDS TO BE CONTROLLED, AND TYPE OF GROUND COVER TO BE PLANTED. 2.14.4 FOLLOW ALL MANUFACTURER'S PRECAUTIONS AND LABEL INSTRUCTIONS. COMPLY WITH ALL LOCAL JURISDICTIONAL RESTRICTIONS AND ORDINANCES. 2.15 FERTILIZER TABLETS 2.15.1 TABLETS SHALL BE 'AGRIFORM' AS MANUFACTURED BY SIERRA INDUSTRIES OR EQUAL 2.15.2 AGRIFORM 21 GRAM TABLETS. PART 3 EXECUTION 3.1 SCHEDULING 3.1.1 OBSERVATION 3.1.1.1 PRIOR TO WORK OF THIS SECTION, CAREFULLY OBSERVE PREVIOUSLY INSTALLED WORK. VERIFY ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. 3.1.1.2 VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, ALL PERTINENT CODES AND REGULATIONS, AND ALL PERTINENT PORTIONS OF THE REFERENCED STANDARDS. 3.1.1.3 DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. 3.1.2 PLANTING OPERATIONS SHALL NOT COMMENCE UNTIL COMPLETION OF ALL CONSTRUCTION WORK, GRADING, SOIL PREPARATION, WEED CONTROL, AND SPRINKLER INSTALLATION. -1 0 2 3 4 5 6 3.2 SOIL PREPARATION 3.2.1 FOR AREAS TO RECEIVE SOD OR FLATTED GROUNDCOVERS ONLY: IRRIGATE SITE NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY CONTACT HERBICIDE PER MANUFACTURER. REPEAT PROCESS IF REQUIRED BY ARCHITECT. 3.2.2 RIP IN TWO DIRECTIONS, ALL AREAS TO RECEIVE SOIL AMENDMENTS TO A MINIMUM DEPTH OF 12 INCHES. ROTOTILL TOP 6" OF SOIL TO A LOOSE AND FRIABLE CONSISTENCY. APPLY SOIL AMENDMENTS AS SPECIFIED IN SOIL ANALYSIS, EVENLY AND AT THE SPECIFIED APPLICATION RATES. 3.2.3 FINISH GRADE TO CONTOURS AND SPOT ELEVATIONS SHOWN ON DRAWINGS. 3.2.4 AT TIME OF PLANTING, TOP 3" OF SOIL IN ALL AREAS TO BE PLANTED SHALL BE FREE OF STONES, STUMPS, ROOTS, OR OTHER DELETERIOUS MATTER 1' IN DIAMETER OR LARGER AND SHALL BE FREE FROM All WIRE, PLASTER, OR SIMILAR OBJECTS THAT WOULD BE A POTENTIAL HAZARD OR HINDRANCE TO PLANTING OR MAINTENANCE. 3.3 LANDSCAPE FINISH GRADING 3.3.1 FINISH GRADING AFTER SOIL PREPARATION SHALL ESTABLISH FINAL FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE. FLOW LINES AND GRADIENTS SHALL BE ESTABLISHED FROM THE HIGH POINT TO THE DRAINAGE OUTLET OR AN INLET STRUCTURE. 3.3.2 FINISH GRADE FOR ALL PLANTER AREAS SHALL BE 2" BELOW SIDEWALKS AND CURBS, EXCEPT AT LOCATIONS WHERE DRAINAGE WATER WILL FLOW ONTO OR ACROSS HARDSCAPE, CURBS, OR PAVING. AT THESE CONDITIONS THE GRADE SHALL BE FLUSH OR NO MORE THAN 112" BELOW HARDSCAPING. FINISHED GRADES SHALL BE OF UNIFORM SLOPE AND GRADE BETWEEN POINTS OF FIXED ELEVATIONS OR ELEVATION CONTROLS. FINISH GRADES SHALL BE ESTABLISHED FROM SUCH POINTS. 3.3.3 ALL FINISH GRADES SHALL BE FLOATED TO ASSURE A UNIFORM SURFACE WITHOUT IRREGULAR DIPS OR RIDGES. ALL TURF AREAS SHALL BE FLOATED WITH A MINIMUM 4' WIDE FLOAT AND GRADED AWAY FROM THE ESTABLISHED FLOWLINE. REFLOAT TO ELIMINATE DEPRESSIONS. 3.3.4 CONTRACTOR SHALL BE RESPONSIBLE FOR BRINGING ALL SHRUB PLANTING AREAS TO FINISH GRADE AFTER SOIL PREPARATION WHICH SHALL BE 2" BELOW PAVING AND CURBS OR AS NOTED BY SPOT ELEVATIONS. SPECIAL ATTENTION SHALL BE GIVEN TO MAINTAINING CONTINUOUS AND EVEN FLOW LINES, AND DRAINAGE AWAY FROM STRUCTURES, TO DRAIN INLET OR OUTLET. GRADES SHALL BE ESTABLISHED TO DRAIN ALL WATER AWAY FROM STRUCTURES BEHIND WALLS. WHEN DRAINAGE IS DIFFICULT TO ACHIEVE, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND REQUEST A SOLUTION BEFORE CONTINUING. GRADES IN SHRUB AREAS SHALL BE ESTABLISHED PRIOR TO PLANTING TO ENSURE PROPER FINAL PLANTING HEIGHTS. 3.3.5 All FILL AREAS AND CONSTRUCTED BERMS OR MOUNDS SHALL BE COMPACTED IN EVEN LEVELS TO COMPACTION AS SPECIFIED IN THE GEOTECHNICAL REPORT. 3.4 SPACING/ LOCATION OF PLANT MATERIALS 3.4.1 WHEN PLANT MATERIAL IS SPACED IN ROWS, THE TOTAL DIMENSION SHALL BE VERIFIED AND THE PLANTS EQUALLY SPACED WITHIN THE DESIGNATED AREA. WHEN PLANT MATERIAL IS SHOWN IN A LOOSE PATTERN, THE CONTRACTOR SHALL SPACE THE MATERIAL AS SHOWN ON DRAWINGS AND AS DIRECTED BY LANDSCAPE ARCHITECT. GROUND COVER MATERIAL SHALL BE TRIANGULARLY SPACED PER DIMENSION INDICATED ON DRAWINGS (WHERE APPLICABLE.) 3.4.2 ALL BOXED AND CONTAINER STOCK SHALL BE SPOTTED ON-SITE BY THE CONTRACTOR PER DRAWINGS PRIOR TO PLANTING. PLANT PITS SHALL NOT BE EXCAVATED UNTIL THE REVIEW OF PLANT LOCATIONS BY THE LANDSCAPE ARCHITECT. 3.4.3 THE WORK SHOWN ON PLANTING PLANS IS SCHEMATIC. ALL ITEMS, I.E. TREES, SHRUBS, GROUNDCOVERS, ETC., ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. DETAIL DRAWINGS MAY PROVIDE ADDITIONAL CLARIFICATION OR LOCATION OF SOME ITEMS. CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN DIRECT CONFLICT WITH PERMANENT IMPROVEMENTS, OR PEDESTRIAN AND VEHICULAR SAFETY CONSIDERATIONS. CONTRACTOR SHALL NOT INSTALL ANY PLANT MATERIALS IN LOCATIONS WHERE THE ULTIMATE GROWTH OF THE PLANT MATERIALS WILL DAMAGE OR AFFECT STRUCTURES OR IMPEDE PEDESTRIAN OR VEHICULAR CIRCULATION. DO NOT LOCATE TREES OR TALLER SHRUBS IN LOCATIONS WHERE THEY WILL BLOCK IRRIGATION HEADS AND PREVENT ADEQUATE COVERAGE. WHERE CALLED FOR, OBTAIN APPROVAL OF THE LANDSCAPE ARCHITECT FOR PLACEMENT OF TREES, SHRUBS, AND OTHER ITEMS OF WORK. 3.4.4 LOCATE TREES AND TALLER SHRUBS 10' MINIMUM AWAY FROM ROTOR IRRIGATION HEADS, 5' MINIMUM FROM SPRAY HEADS. 7 FOR REDUCED PLANS PLANS 8 9 10 ORIGINAL SCALE IS IN INCHES DESIGNED 3.5 PLANT PITS AND PLANTING TECHNIQUE 3.5.1 PLANT PITS SHALL BE DUG WITH LEVEL BOTTOMS WITH WIDTHS AND DEPTHS AS SHOWN IN DETAIL DRAWINGS. PITS FOR TREES SHALL BE DUG SQUARE. FILL PITS WITH WATER AND ALLOW TO PERCOLATE OUT OVER A 12 HOUR PERIOD. REFILL HOLE AND IF WATER IS NOT ABSORBED WITHIN 12 HOURS OF THE SECOND FILLING, CONTACT LANDSCAPE ARCHITECT FOR DIRECTION. CHECKED DELINEATED 3.5.2 PLANT HOLES DUG BY AUGER METHOD WILL BE ACCEPTABLE, BUT SHALL HAVE SIDE WALLS ROUGHENED OR SQUARED WITH A SHOVEL. SLICK PIT WALLS CAUSED BY AUGURING IN TOO WET SOIL WILL NOT BE ACCEPTABLE FOR PLANTING. 3.5.3 CONTAINER STOCK SHALL BE REMOVED CAREFULLY FROM CANS AFTER LIGHTLY COMPRESSING THE SIDES OF THE CONTAINERS TO LOOSEN THE ROOT BALL. SLIDE PLANTS AND HANDLE BY EARTH BALL ONLY. 3.5.4 HANDLING: NO CANNED PLANT MATERIAL SHALL BE PLANTED IF THE BALL IS BROKEN OR CRACKED EITHER BEFORE OR DURING THE PROCESS OF PLANTING. 3.5.5 SETTING: PLANTS SHALL BE SET WITH TOP OF ROOT BALL 1" ABOVE FINISH GRADE. EACH PLANT SHALL BE PLACED IN CENTER OF PLANT PIT. 3.5.6 PIT BACKFILLING 3.5.6.1 BACKFILL MATERIAL FOR PLANT PITS SHALL BE A MIXTURE AS NOTED BELOW OR AS INDICATED ON DRAWINGS. THE MATERIALS SHALL BE THOROUGHLY BATCH-MIXED PRIOR TO PLACEMENT SO THAT THEY ARE EVENLY DISTRIBUTED AND WITHOUT CLODS OR LUMPS. BACKFILL SHALL BE SO PLACED IN THE PITS THAT THE PLANT Will BE AT ITS NATURAL GROWING HEIGHT AFTER SEffiEMENT. 50% BY VOLUME· EXCAVATED NATIVE SOIL, FREE FROM ROCKS, ETC. 50% BY VOLUME. COMPOSTED AMENDED SOIL WITH SOIL CONDITIONER 3 CY PER 1000 SQ. FT. AND 10 LBS-AGRICULTURAL GYPSUM PER CU. YD. OF MIX. 3.5.6.4 BUILD MOUND OF COMPACTED BACKFILL WIDE ENOUGH IN BOTTOM OF HOLE TO SUPPORT ROOT BALL. 3.5.6.5 BACKFILL PIT WITH BACKFILL MIX HALF-WAY TO FINISH GRADE AND WATER THOROUGHLY. 3.5.6.6 PLACE 21 GRAM PLANT TABLETS FOR GALLON MATERIAL IN PLANT PITS, ADHERING TO THE FOLLOWING SCHEDULE: 1 GALLON 1 5GALLON 2 15 GALLON 3 24" BOX4 36" BOX 6 48"BOX8 3.5.6.7 BACKFILL TO FINISH GRADE. BACKFILL MIX SHALL BE TAMPED LIGHTLY, AND A SHALLOW BASIN FORMED AT PERIMETER OF ROOT BALL TO HOLD ENOUGH WATER TO SATURATE THE ROOT BALL AND BACKFILL MIX. 3.5.6.8 WATER IMMEDIATELY TO SATURATE ENTIRE ROOT BALL AND BACKFILL. 3.5.8 INSTALL TREE ROOT BARRIERS, PER DETAILS. 3.6 TREE STAKING 3.6.1 STAKE ALL TREES AS SHOWN IN DETAILS. 3.7 MULCH 3.7.1 ADD 3" THICK LAYER MINERAL MULCH IN ALL PLANTING AREAS LESS STEEP THAN 3:1. BY DATE JC 4 1e 01 PT 4 1e 01 PT 4 1e 01 ., RICK ENG11'EER1NG COMPANY 56:10 FRIARS ROAD SAN Ul[GO,CA92110 619.291.0707 (f-AX)bl 9,291.41 OS Riw1,ide -S,K1J1m,nlo -S,m Lwi~Obis,:,o O,an~e -Baker,f<dd -Tuovn -Phoenix r----~1e:kcngineer1ng.com 4-18 07 ' COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS 5555 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295 CITY OF CARLSBAD PLANNING DEPT. PLANNING DRWN BY: CHCKD BY: RECOMMENDED BY: REVISIONS BY APPROVEO DATE _________ DATE _____ t---i----~-----------li---=-'--+---'--1---=--=--l COORDINATE INDEX ----~----~ DATE _____ t-7-----------------,!-----t-----+----l N. E. APPROVED SY: ~~c-.-=c::7===::c-=-:c:c:::-:-:c=::-=:---DATE _____ t-7 ----------------li----+---'--l----t""CO:'.CN"'-ST"-.-"C~OM"cP.':::L--=====-J MOHAMMAD FAKHRRIDDINE, COUNTY ENGINEER FIELD REI/ISIONS REC REC <-\-IZ.0'5 DATE CITY OF CARLSBAD DWG. 440-1L MCCLELLAN-PALOMAR AIRPORT SCHEDULE "F" WADELL ENGINEERING CORPORATION WWW.WADELL.COM SCALE: f!OR. W.A. PLANTING SPECIFICATIONS SHEET 2 FILE NO. SHEET 39 VERT. R.S. OF 44 SHEET'S 111111 ijlllli 3.9 FLATTED GROUNDCOVER 3.9.1 ROOTED CUTTINGS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ALL ROOTS AND SPACED AS SPECIFIED IN PLANT MATERIAL LEGEND ON LANDSCAPE PLAN. 3.9.2 ROOTED CUTTINGS SHALL NOT BE ALLOWED TO DRY OUT BEFORE OR WHILE BEING PLANTED. WILTED PLANTS SHALL NOT BE ACCEPTED. 3.9.3 AT TIME OF PLANTING ALL GROUND COVER PLANTS, THE EARTH AROUND EACH PLANT SHALL BE FIRM FREE OF AIR POCKETS. 3.9.4 EACH GROUND COVER PLANT SHALL BE PLANTED WITH A MINIMUM OF ONE (1) 5 GRAM 20-15-5 PLANT TABLET ADJACENT TO ROOT ZONE. 3.10 APPLICATION OF PRE-EMERGENT HERBICIDE(S) 3.10.1 APPLY PRE-EMERGENT HERBICIDE(S) TO SHRUB AND PLANTED GROUNDCOVER AREAS ONLY. DO NOT APPLY TO HYDROSEEDED AREAS. STRICTLY ADHERE TO MANUFACTURER'S SPECIFICATIONS FOR APPLICATION RATES AND METHODS. 3.10.2 APPLY PRE-EMERGENT($) ONLY AFTER ALL PLANTING OPERATIONS HAVE BEEN COMPLETED SO AS TO MINIMIZE DISTURBANCE OF THE CHEMICAL "BARRIER". REAPPLY WHERE NECESSARY TO ANY AREAS DISTURBED BY PLANTING OR REPAIR OPERATIONS AFTER INITIAL APPLICATION, 3.10.3 PAY CAREFUL ATTENTION TO ACTIVATION REQUIREMENTS, 'WATERING-IN", ETC., PER MANUFACTURER'S SPECIFICATIONS AND LABEL INSTRUCTIONS. AVOID EXCESSIVE IRRIGATION RUN-OFF THAT WOULD MOVE OR WASH AWAY THE PRE-EMERGENT "BARRIER"-· USE REPEAT WATERING CYCLES AND SPLIT WATERING TIMES AT TEN DAY INTERVALS. 3.12 MULCHING 3.12.1 AFTER PLANTING OPERATIONS ARE COMPLETE AND SHRUBS AREAS HAVE BEEN RAKED AND DRESSED, MULCH ALL SHRUBS AND GROUND COVER AREAS WITH A 3" LAYER OF MINERAL MULCH MATERIAL. 3.12.2 MULCH LAYER SHOULD TAPER TO ZERO AT PLANT STEM OR TREE TRUNK. DO NOT PLACE MULCH MATERIALS UP AGAINST PLANT CROWN OR TRUNK. 3.12.3 MULCH FLATTED GROUND COVER AREAS PRIOR TO PLANTING GROUND COVER. 3.13 PROTECTION 3.13.1 THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREAS INCLUDED IN THE CONTRACT, INCLUDING LAWN AREAS, PLANT MATERIAL, SUPPORTS, ETC. UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER OR HIS REPRESENTATIVE. 3.14 CLEAN-UP 3.14.1 AFTER ALL PLANTING OPERATIONS ARE COMPLETED, CONTRACTOR SHALL REMOVE ALL TRASH, EXCESS SOIL, EMPTY PLANT CONTAINERS, OR OTHER ACCUMULATED DEBRIS FROM THE SITE AT NO EXTRA COST TO OWNER. CONTRACTOR SHALL REPAIR ALL SCARS, RUTS, OR MARS IN AREA CAUSED BY WORK OPERATIONS. AREAS SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. 3.15 OBSERVATIONS (PLANTING PHASE) 3.15.1 CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOURS NOTICE AND SET APPOINTMENT FOR ALL OBSERVATION BY THE LANDSCAPE ARCHITECT . 3.15.2 REVIEW BY LANDSCAPE ARCHITECT SHALL BE SCHEDULED FOR THE FOLLOWING OPERATIONS: 3.15.2.1 REVIEW OF FINISH GRADING. 3.15.2.2 REVIEW OF ALL PLANT MATERIAL AFTER DELIVERY TO THE SITE, 3.15.2.3 TREE AND SHRUBS PLACEMENT PRIOR TO DIGGING HOLES. 3.15.2.4 REVIEW OF GROUND COVER LINES AND HEADERBOARO PRIOR TO PLANTING. 3.15.2.5 START OF ESTABLISHMENT PERIOD/ACCEPTANCE OF INSTALLATION. 3.15.2.6 FINAL ACCEPTANCE AT END OF ESTABLISHMENT PERIOD, 3.15.3 REVIEWS SHALL BE CALLED FOR AT THE END OF ALL PLANTING OPERATIONS FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH DRAWINGS ANO SPECIFICATIONS, INTENT, WORKMANSHIP, AND CLEAN-UP. CONTRACTOR SHALL SECURE WRITTEN VERIFICATION OF REVIEW DATA, ANY CORRECTIONS REQUIRED TO WORK, AND LIMITS OF REVIEWED AREA BEFORE BEGINNING THE DESCRIBED ESTABLISHMENT WORK. 3.15.4 IN THE EVENT THE CONTRACTOR REQUESTS INSPECTION OF WORK, AND SAID WORK IS SUBSTANTIALLY INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LANDSCAPE ARCHITECT'S HOURLY CHARGES ANO PER DIEM COSTS. COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS RECOMMENDED BY: APPROVED BY: a 1 2 3 4 5 6 3.16 GUARANTEE 3,16,1 ALL SHRUBS, GROUND COVERS, LAWN AREAS, AND 15 GALLON SIZE TREES OR LESS SHALL BE GUARANTEED AS TO GROWTH ANO HEALTH FOR A PERIOQ OF NINETY (90) DAYS AFTER FINAL ACCEPTANCE BY THE OWNER OR HIS REPRESENTATIVE: BOX SIZED TREES SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF SUBSTANTIAL COMPLETION. 3.16.2 PLANTS WHICH DIE OR LOSE MORE THAN THIRTY PERCENT (30%) OF THEIR ORIGINAL LEAVES SHALL BE REPLACED UNDER THIS SECTION 3.16.3 THE CONTRACTOR, WITHIN FOURTEEN (14) DAYS OF WRITTEN NOTIFICATION BY THE OWNER, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. ALL PLANTS MATERIAL REPLACED SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT. PART 4 ESTABLISHMENT/ MAINTENANCE PERIOD 4.3 CONTINUOUS MAINTENANCE AND ESTABLISHMENT WORK INCLUDES ALL MOWING, WATERING, WEEDING, RESEEDING. MULCHING, CULTIVATl,,G, SPRAYING AND TRIMMING NECESSARY TO BRING THE PLANTED AREAS TO A HEALTHY GROWING CONDITION, AND ANY ADDITIONAL WORK NEEDED TO KEEP THE AREAS NEAT, EDGED, AND ATTRACTIVE. 4.4 WATERING: 4.4.3 MONITOR WATERING USE ON A DAILY BASIS, AND MAKE ADJUSTMENTS TO CONTROLLER WATERING SCHEDULE AS NECESSARY TO APPLY ONLY THE PROPER AMOUNT OF WATER AT ALL TIMES. ADJUST WATERING SCHEDULE TO COMPENSATE FOR CHANGES IN ETO, RAINFALL, AND TEMPERATURE 4.4.4 CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL AT NO TIME SHALL THE CONTRACTOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION. 4.4.5 CONTRACTOR SHALL MAINTAIN A DAILY LOG OF WATERING TIMES ON THE JOBSITE, AND MAKE IT AVAILABLE FOR INSPECTION BY THE ARCHITECT. 4.5 DURING THE PLANT ESTABLISHMENT PERIOD, ALL PLANTS AND PLANTED AREAS SHALL BE KEPT WEED FREE AT ALL TIMES. WEEDS, NUT GRASS, DALLAS GRASS, JOHNSON GRASS, BERMUDA GRASS, AND ANY OTHER NOXIOUS GRASS SPECIES SHALL BE REMOVED AND DISPOSED OF AS THEY APPEAR. 4.10 ANY DAY THE CONTRACTOR FAILS TO ADEQUATELY WATER, REPLACE UNSUITABLE PLANTS WEED . ' AND OTHER WORK DETERMINED TO BE NECESSARY BY THE ARCHITECT, WILL NOT BE CREDITED AS PART OF THE ESTABLISHMENT PERIOD. 4.11 DURING THE ESTABLISHMENT PERIOD, ANY PLANT INDICATING WEAKNESS OR PROBABILITY OF DYING, SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. 4.12 TREE STAKES WHICH FOR ANY REASON ARE DAMAGED OR RENDERED INADEQUATE FOR SUPPORT SHALL BE REPAIRED AND RESTORED TO THflR ORIGINAL CONDITION. 4.13 CONSTANT DILIGENCE SHALL BE MAINTAINED TO DETECT THE PRESENCE OF DISEASE. INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. THIS WILL BE DONE AT NO ADDITIONAL COST TO THE OWNER. 4.14 SHRUBS AND TREES SHALL BE MAINTAINED IN THEIR NATURAL SHAPES, TALL OR SCRAGGLY BRANCHES SHALL BE THINNED OUT WHERE NECESSARY IN NO CASE SHALL TREES OR SHRUBS BE TRIMMED BY HEADING, SHEARING OR 'LOL Y POPPED'. ANY PLANTS SEVERELY PRUNED IN THIS MANNER SHALL BE REMOVED AND REPLACED AT CONTRACTORS EXPENSE. 4.17 AT COMPLETION OF ESTABLISHMENT PERIOD, AREAS INCLUDED IN THE CONTRACT SHALL BE SUBSTANTIALLY CLEAN AND FREE OF DEBRIS AND WEEDS, PLANT MATERIALS SHALL BE LIVE HEAL THY ' ' AND FREE OF INFESTATIONS 4.18 ANY EROSION OR SLIPPAGE OF SOIL CAUSED BY WATERING SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. 4.19 WALKS, CURBS, AND GUTTERS SHALL BE KEPT CLEAR OF DEBRIS, MUD, DUST, AND STANDING WATER BY SWEEPING, MOPPING OR HOSING DOWN AS REQUIRED TO MAINTAIN CLEANLINESS THROUGHOUT. 4.20 CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE WORK COVERED BY THIS SECTION FROM VANDALISM AND ACCIDENTAL DAMAGE ANY DAMAGE SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OR REPLACEMENTS CAUSED BY ACTS OF VANDALISM, INCLUDING REMOVAL OF GRAFFITI, AND/OR REFINISHING, AS REQUIRED. DATE DATE REVISION<· 8Y 5555 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295 ~---,-,c=--c-~-~-------DATE _____ t---1- MOHAMMAD FAKHRRIDDINE, COUNTY ENGINEER " -~ --------------------------------------------~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e 01 ' RICK ENGlNEERING COMPANY 56:20 IRlARS ROAD SAN 011:GO,CA 92ll0 (FAX)6l9.291.4165 Rive·side SJcr~mento • San l~i~ Obi,p 01.:inse B.1ker,fh:ld -Tuuc.,n • Phocn, t, 19.291.0707 ~ ~---rickcng1neering.co 4 16 07 -.. _ --~~~- WADELL ENGINEERING CORPORATION WWW.WADELL.COM SCALE: HOR. W.A. VERT. R.S. CONST. COMPL PLANTING SPECIFICATIONS SHEET 3 FILE NO. OF 44 FIELD REVISIONS SHEET 40 SHEETS I~ I l l l!lf'lll".'.'!_11_•1!il i it! 1' 111 1( 1!1,, I