Loading...
HomeMy WebLinkAboutDWG 448-4L; SDP 06-03; CARLSBAD RESEARCH CENTER LOT 1; 01-14J : I i LANDSCAPE PLANS FOR: CARLSBAD RESEARCH CENTER, . LOT 1 I ! ! ' GENERAL NOTES: 1HE FOU.Ov,\NG GENERAL NOlES ARE PRO~DED BY 1HE LANDSCAPE ARCHIJECT TO GIVE DIRECTIONS TO THE CONTRACTOR. 1. CONTRACTOR SHAli VERIFY \'llTH OWNER'S REPRESENTATIVE 1HAT PLANS ARE CURRENT AND APPROVED. 2. WORI< SHAli BE IN ACCORDANCE WITH 1HE REQUIREUENTS Of 1HE CITY Of CARI.SBAD 'lANOSCAPE MANUAL' POLICIES .t REQUIREMENTS. SHEETS 2/6/11 J, 1HESE PLANS ARE BASW UPON ENGINEERING GRADING PLANS PREPARED BY CHERRY ENGINEERINGING, DA JEO XX/XX/08. 4. THE ENGINEERING sms REPORJ' BY GEOCON INC. DAlEO SEPJEMBER 28, 2005 IS A PART Of TlESE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHAli COMPLY nlH lHE REPORfS RECOMMENOA TIONS AS THEY RELATE TO HIS WORK. 5. TiiE CONTRACTOR SHAli OBTAIN Ali NECESSARY AND/OR REQUIRED PERMITS AND PAY Alli RELAlEO FEES AND/OR TAXES REQUIRED TO INSTAli THE WORK ON THESE PLANS. 6. 1HE CONTRACTOR SH Ali BE APPROPRIA ill Y LICENSW AS REQUIRED BY lHE STA TE IN WlilCH TlE WORK TAKES PLACE. 7. A SEPARAJE PWMBING PERMIT AND INSPECTION MAY BE REQUIRED rROM TI-IE BUILDING INSPECTION DEPARTMENT FOR THE INSTAlliATION Of IRRIGATION SYSJEMS SHOWN ON lHESE DRAWINGS. 8. Ali IRRIGATION BACKFl.OW PRE'IENTERS SHAlli BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY ANO TI-IE CARLSBAD MUNICIPAL WATER DISTRtCT. PIPE BETWEEN lHE METER AND BACKFLOW PREVENTER SHAlli BE 'SCHEDULE K HARO COPPER'. APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON lHE CITY Of CARLSBAD V,£8 SllE AT www.e1.cor1sbod.co.u!';/pdfdoc.html?pid==34Q. 9. TI-IE CONTRACTOR SHALL NOTIFY THE 01\NER'S REPRESENTATIVE PRIOR TO THE BEGINNING Of WORK AND SHAli BE RESPONSIBLE FOR COORDINATING 111TH lHE 01\NER, LANDSCAPE ARCHIJECT, GOVERNING AGENCIES AND OTHER ffiADES. 10. CONTRACTOR SHAli NOTIFY LANDSCAPE ARCHITECT IMMEDIAillY CF ANY ERRORS, OMISSIONS, OR DISCREPANCIES IN EXISTING CONDITIONS OR 111TI-IIN 1HE PLANS PRIOR TO lHE BEGINNING Of WORK. 11. DUE TD POSSIBLE RELOCATION Of UTILITIES AFTER PLAN APPROVAi., CONTRACTOR SHAlli CONTACT LANDSCAPE ARCHIJECT PRIOR TO BEGINNING LANDSCAPE WORI( SO lHAT lHE LANDSCAPE ARCHllECT CAN RrnEW THE flNAL PRO.Eel UTILITY LOCATIONS AND REv1SE THE Pl.ANTING Pl.ANS ACCORDINGLY TD FULLY SCREEN Ali UTILITIES FROM v1EW. 12. UNIT PRICES FDR Ali IMPROVEMENTS SHALL BE ESTABUSHED AS A PART ()f Tl£ CONffiACT v,\TH THE PROJECT 01\NER AND PRIOR TO BEGINNING WORK, TO ACCOUOOA TE ADDITIONS AND/OR DELETIONS Of MATERIAL AND/OR LAllOR. 1J. DETERMINATION Of EQUAL SUBSTITUTIONS SHAlli BE MADE ONLY BY THE LANDSCAPE ARCHITECT. 14. LANDSCAPE ARCHITECT SHALL BE NOTIFIED NO LESS lHAN 48 HOURS IN ADVANCE ()f ANY SITE OBSERVATION OR MEETING. 15. SllE OBSERVATIONS ANO MEETINGS SHALL INCLUDE: A. PRE-CONSTRUCTION 8. LANDSCAPE CONSTRUCTION I ; I C. IRRIGATION D. PLANT MATERIAi. PLACEMENT E. PRE-MAINTENANCE NORTH SCALE 1" • 40' F. POST-MAINTENANCE 16. SITE OBSERVATIONS BY lHE LANDSCAPE ARCHIJECT DURING ANY PHASE ()f THIS PROJECT DOES NOT RELIE\IE lHE CONTRACTOR ()f HIS PRIMARY RESPONSIBILITY TO PERFORM Ali WORK IN ACCORDANCE 111TH THE Pl.ANS, SPECIFICATIONS AND GOVERNING CODES. 17. CONTRACTOR SHALL PROVIDE FULL MAINJENANCE Of Alli LANDSCAPE AREAS FOR A MINIMUM Of SIXTY (60) DAYS AFTER INITIAL \\RlffiN APPROVAL 18. CONTRACTOR SHAli BE BACK CHARGED FOR LANDSCAPE ARCHIJECfS TIME WHEN OBSERVATIONS ARE CALLED FOR AND IT IS FOUND 1HAT lHE WORK IS NOT SIGNIFICANTLY READY UPON OBSERVATION OR THE APPOINTMENT IS NOT KEPT, TIME l'!li BE CHARGED ON AN HOURLY BASIS, INCLUDING TRANSPORTATION TIME AT lHE lHEN EXISTING HOURLY RATE FOR lHE PERSONl'EI. PRO'.iDING mE OBSERVATIONS. 19, THE FIRM DOES NOT PRACTICE OR CONSULT IN THE FIELD Of SAFETY ENGINEERING. 1HIS FIRM DOES NOT DIRECT THE CONTRACTOR'S OPERATIONS AND IT IS NOT RESPONSIBLE FOR THE SAFETY ()f PERSONNEL OTHER THAN OUR 01\N AT lHE SITE; THE SAFETY Of OlHERS IS TilE RESPONSIBILITY Of THE CONTRACTOR. THE CONTRACTOR SHOULD NOTIFY lHE OWNER IF HE CONSIDERS ANY Of lHE RECOMMENDED ACTIONS PRESENTED HEREIN TO BE UNSAFL INSPECTION PROCEDURES: INSPECTION \lf THE PROJECT SHALL BE PERFORMED BY TI-lE LANDSCAPE ARCHITECT OF TI-lE WORK, OR HIS DESIGNA ITO AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLO~NG COMPLETION OF THE WORK, TI-lE LANDSCAPE ARCHITECT OF THE WORK ~LL CERTlfY TI-lM THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATIOl'I FORM'. A REQUEST FOR A FINAL INSPECTIOl'I BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. 'FINAL LANDSCAPE CERTIFICATION FORM' FAX TO: 760-944-8943. LANDSCAPE INSPECTION REQUEST PHONE LINE: 760-602-4602. 11 SALK AVENUE, CARLSBAD, CA 92008 ASSESSOR'S PARCEL NUMBER: 212-021-0100 ----- - , }'i/. • I ' I I I \:,1 \\I I I II ~ I <::> I I I 'tl I ,,,,' ,, ~-----------__ .. -··~ \' ... D ~:': ;,:, ~;_ .. ··•:'::i-:;~¥-~r~t;,. I I I I I I I ,,,' DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE 1HAT I AM THE LANDSCAPE ARCHITECT Of WORK FOR mis PROJECT, TIJAT I HAVE EXCERCISED RESPONSIBLE CHARGE OVER lHE DESIGN OF 1111S PROJECT AS DEFINED IN SECTION 6703 Of lHE BU~NESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISJENT \'!TH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK Of THE PROJECT DRAWINGS AND SPECIFlCATIONS BY lHE CITY Of CARLSBAD, CARLSBAD MUNICIPAL WAJER DISTRICT AND 1HE SAN DIEGO COUNTY DEPARTMENT Of ENv1RONMENTAL HEALlH IS CONFlNED TO A REv1EW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT ()f WORK, Of MY RESPONSIBILITIES FOR PROJECT DESIGN; THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORIMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER coNsERv TION PLAN, nRE SUPRESSIDN PLAN, ANO Ali CONDIlols.,.°l APPRov,11. RELATED TO LANDSCAPING. SIGNED: iii• DATE: ~Q]_ ROBERT F. DE LACY RLA I B36 MY REGISTRATION EXPIRES ON 11/30/07 THE CAMBRIDGE GROUP 4310 VIA MONCLOVA SAN DIEGO, CA 92122-5452 (858) 453-7117 PHONE/FAX OWNER/DEVELOPER H. G. FENTON COMPANY 7577 MISSION VALLEY ROAD SUITE 200 SAN DIEGO, CA 92108 (619) 400-0120 (619) 400-D111 FAX The Cambridge Grou I I I ~1: I I I II I I \' I ·~ p' - \.; SHEET LEGEND: SHEET 1 2-J 4 5 6-7 8 9 10 11-12 1J 14 SHEET DESCIRIPTION TITLE SHEET CONSTRUCTION/FINISH GRADING PLANS CONSTRUCTION/DRAINAGE DETAILS IRRIGATION TITLE SHEET IRRIGATION PLANS IRRIGATION LEGEND, DETAILS & SPECIFICATIONS IRRIGATION DETAILS IRRIGATION DETAILS PLANTING PLANS PLANTING LEGEND, DETAILS & SPECIFICATIONS PLANTING DETAILS SHEETS 3/7 /12 ~ ----------..c:=;-.;...._.-----I --------I ------·-''-- •;~:.,c,~.--:'.:;':';),•.-.:.>~ ~ •'l".,;i " ......__----"' ""-------..._ ......_ _________ ---..--....:-----~~ --===-----:_ __ -:,--...-===-~ .::--..._ --___ ,__ ----===--:::====-;-,, _____ -\ . ' , .. ..,· !'/>,,,,,cc,,,' f~!°.?.::f.rm,';;;,: CARLSBAD ENGINEERING DEPARTMENT I -I I I j I DR. AiliPORr 12 RO. CARLSBAD VICINITY MAP TRUE NORlli APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT L.A. __ _ EXP,---- REVIEWED BY: ' \ INSPECTOR ) " DATE _) DATE I ' '··' ' ' • ' I I ;j I I i 'I ' l I j I I I :i 1 ' ~I 1 · I I ,) 1 j I I I I I SH1EET I CITY OF CARLSBAD ~====~====t============================jt====t===j====j===j Pl.ANNING DEPARTMENT I SH:11 LAIID8CAPE Tl1l-E SHEET FOfll CARLSBAD RESEARCH CENTER LOT1 1-~::-•::r-~:-➔:=--~=--~=--~=--~=--~=--~=--~=--~=--~=--~=-~:~--~=---l:=--~=-+-:=--~=i_:=---l=I ~ :~]~R;~1~~0D_=( =..6r=:_::;. ~,;=~=t~~~==;;:;::;l'i::::~;:!;::i.~::i:!i] DA= 1Nm•• OWN BY: PROJECT NO, DRAWIN" N "~ "~ DATE INITIAL OA'Tl! INITIAL " ENGINEER OF WORK REVISION DESCRIPTION ~fj.~DD BYBY·.=---SOP 06-0J 448-4L·. OTHER APPROVAL CITY APPROVAL '" " ------·-- '"' ......... ,.... ... ..... .- ' I ·1 , 1 ' : ' ' ' I -. f: I ! FURNISHINGS LEGEND TABLES AND TRASH RECEPTACLES SHALL BE 'SAN DIEGO PRECAST CONCRETE' 9702 PROSPECT AVENUI!, SANTEE, CA 92071-4209 (619) 449-6801 6-TABLES TS7·3PC 1•TABLE {HANDICAPPED) TS7-PCHC 3•TRASH RECEPTICLES TR20RM LID: TRL27 LINER: GL COLOR SHALL 8E C-NAT (NATURAL CONCRETE) FINISH SHALL BE: TABLES• LIGHT SAND BLAST ON ALL VERTICAL SURFACES, TABLE AND BENCH TOPS SHALL BE SMOOTH, TRASH RECEPTICLES • LIGHT SAND BLAST W/ SMOOTH 4° BAND AT TOP NOTE: OUTDOOR DINING AREA PAVEMENT SHALL Bl! BROOM FINISH NATURAL GRAY CONCRETE W/ SCORE JOINTS AS SHOWN. I RIM 265.05 INV 264.35 ft! IM 265.05 INV 264.35 RIM 265.05 INV 264.35 265.05 263.40 RIM 265.20 RIM 265.05 IN 263.6 INV 264.35 RIM 265. INV 264. RIM 264.50 INV 263.80 0 I ~ I O -• RIM 265.45 _,,.,.. ~ INV 264.75 _,,.,.. _,,.,.. 41 OUTSIOC '" o / .,,.,...,,.,.. mm ""IM 265.45 _, / / RI 265.05 N-\( 264.65 .,.. ,A IN 264.35 " FF=26 . 00 / / / / RIM 265.20 " " / / -lN.'tJ 264.15 " '\_ / / ✓ RIM--:t65.05 ) " ,( ' INV f63.9 / V RIM 265.05 A__ INV 264.15 " I RIM 265.05 / / / / r / '1 '-mTT'7iF'i'irnL-~t'H''----cr INV 264.35 I / RIM 265.05 INV 264.3 I I I I I I 'I I I I I I I I I I RIM 264.40 0 RIM 2sd.05 r I I V 263.70 RIM 26 5. \ ••••• \ \ '~, \ \ I \ I \ \ \ I I ~ I KEY MAP N.T.S. c ....... . 265.50 RIM 265.05 INV 263.85 I I ,,_ I I INV 263. 0 CONSTRUCTION LEGEND RIM 265 20 RIM 264.70 I INV 264'.05 ~ INV 264.00 4' TO OUTS! TYPICAL RIM • .. .... -4-.J;;,,, \ 3.0 + 1• CORE ILL I URB -rtPIC /-----------I I I GRADING/DRAINAGE NOTES THE CONTRACTOR SHALL PERFORM FINE GRADING OPERATIONS TO PROVIDE MINIMUM 2% POSITIVE DRAINAGE AWAY FROM THE BUILDING. MINIMUM GRADES: SURFACE DRAINAGE PAVED SURFACES UNLINED SWALES UNPAVED AREA DRAINAGE 1.0% MINIMUM 2.0% MINIMUM 2.0% MINIMUM NOTE: EXTERIOR GRADE ELEVATION SHALL BE 6" MINIMUM BELOW BUILDING FLOOR ELEVATION. I --J cQlffl:TI! l£AOCR SU: OCTAIL -TYP I I I . ·: ::::::::~-~:,- -► •:;-::-;: FOR CONSTRUCTION/DRAINAGE DETAILS, SEE SHEET 4 I I I I I I I I I I 20' SCALE 1" • 2<1 SYMBOL m • 0 □ ----so---- 11 + 648.30 (1 • 20) The Cambridge Grou DESCRIPTION ENGINEERING DRAIN -TYPICAL SYMBOL SEE ENGINEERING GRADING PLAN 4" PVC 45 DEG. HUB -SEE DETAIL NOS 4" ATRIUM GRATE MODEL 78 BLACK NDS 'SPEE-D' CATCHBASJN MODEL 101 W/ NOS 6" ATRIUM GRATE MODEL 90 BLACK NOS 'SPEE-0' CATCHBASIN MODEL 101 W/ NOS 6" ATRIUM GRATE MODEL 90 BLACK ENGINEER SPECIFIED DRAINLINE -TYPICAL SYMBOL SEE ENGINEERING GRADING PLAN FOR PIPE SCHEDULE 4" NON-FLEXIBLE, NON-PERFORATED PVC DRAJNLINE (MIN. 1 % SLOPE) All CONNECTIONS @ 45° • CORE DRILL CURB -SEE SPECIFICATIONS SPOT ELEVATION -TYPICAL 6" CONCRETE HEADER, SEE DETAIL 4" Of 4"-6" DIAMETER 'ARIZONA RIVER ROCK' COBBLE OVER LANDSCAPE WEED CONTROL FABRIC. NOTE: MAXIMUM 1" DIA. If PROVIDING ACCESS TO UTILITY APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT " LA.---EXP----- REVIEWED BY: INSPECTOR DATE DATE lsR_mll CITY OF CARLSBAD II SHEETS I ~====t===~===========================j====:t====t===j===j ~ . Pl.ANNING DEPARThlENT _ 14 l---+--+---~---------l-----1---1---l----l CONSTRUCTION/FINISH GAADINQ PLAN FOR, CARLSBAD RESEARCH CENTER LOTI F---+-+------------l--1---1-----l---l I AP,tl':( q. ~l~t 'i-Zl·#lo.· 1 · t---t--t----------------+--+---1-----J----l ~-P~LAN~N;;;IN';),G:::::::==:;-;::==:::::::::::::===::;;::=· =:::D:::AT:::E:::==!· DATE INITIAl DATE INITIAL ENGINEER OF WORI< REVISION DESCRIPTION OTHER APPROVAL OWN B : ---PROJECT NO. ~g ~;--SOP 06-0J DAlE CITY APPROVAl nnTt.lT DRAWING NO. 448-4L --1 ' --.. ·-·-··-··-----' ________ I ______________ ' -------• ------ ··········· ~::;-·· ... I + 26&.30 -c 2' COf£,~ILLED CURB -TYPICAL .. ~ + 265.3 \f-SiT.'T;:-;:J~5s"" ' "'" ' 26 .50 GRADING/DRAINAGE NOTES ,. w I THE CONTRACTOR SHALL PERFORM FINE GRADING OPERATIONS TO PROVIDE MINIMUM 2% POSITIVE DRAINAGE AWAY FROM THE BUILDING. MINIMUM GRADES: SURFACE DRAINAGE PAVED SURFACES UNLINED SWALES UNPAVED AREA DRAINAGE 1.0% MINIMUM 2.0% MINIMUM 2.0% MINIMUM NOTE: EXTERIOR GRADE ELEVATION SHALL BE 6" MINIMUM BELOW BUILDING FLOOR ELEVATION. I I I 1~1 I I I I I I I I I I ~\ \ \ \ r ~ FOR CONSTRUCTION/DRAINAGE DETAILS, SEE SHEET 4 • I ---~----\ ~.,...-~ + 273. 1 "3 I c~c'{;/,r~ ... - ' ... -" . __ ,, ,· :-.. : __ ' .: ' . ,.;..:.....·:. ·-,, ; I I I I I I -------------------------..._ ........ --------- ~ 0 A /\ 0 10' 40' 60' ,..._ I I 5' 20' SCALE 1" • 20' (1: 20) Tho Cambridge Gron ---1 I I \ I 1 I I I ~ -ti I I I I I I f I I I I I I I I w :::, 2 w > <( ~ ....J <( (,/) I I I ' I -u /I I I I I I I l I I I KEY MAP CONSTRUCTION LEGEND SYMBOL m • 0 □ ----50---- II + 648.30 DESCRIPTION ENGINEERING DRAIN -lYPICAL SYMBOL SEE ENGINEERING GRADING PLAN 4' PVC 45 DEG. HUB -SEE DETAIL NDS 4' ATRIUM GRATE MODEL 78 BLACK NOS 'SPEE-D' CATCHBASIN MODEL 101 W/ NOS 6' ATRIUM GRATE MODEL 90 BLACK NOS 'SPEE-D' CATCHBASIN MODEL 101 W/ NDS 6' ATRIUM GRATE MODEL 90 BLACK ENGINEER SPECIFIED DRAINLINE -lYPICAL SYMBOL SEE ENGINEERING GRADING PLAN FOR PIPE SCHEDULE 4" NON-FLEXIBLE, NON-PERFORATED PVC DRAINUNE (MIN. 1 % SLOPE) ALL CONNECTIONS @ 45 °. CORE DRILL CURB -SEE SPECIFICATIONS SPOT ELEVATION -lYPICAL 6" CONCRETE HEADER, SEE DETAIL N.T.S . 4" OF 4"-6" DIAMETER 'ARIZONA RIVER ROCK' COBBLE OVER LANDSCAPE WEED CONTROL FABRIC. NOTE: MAXIMUM 1' DIA. IF PROVIDING ACCESS TO UTILITY APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT '' l,A, __ _ EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE WI CITY OF CARLSBAD II SHEETS I t---+--t-----------------1---+----1----l----l PLANNING DEPARTMENT 14 t---+--1-------------~----l---+----1----l----1 CONSTRUCllON/FINISH GRADINQ PLAN FOAi CARLSBAD RESEARCH CENTER l.Or1 -t---+------------f--f---+---+----1 I :~~JI Gr· ~-$ '> ~~TEe~ I ;:;D~W~Nr=;:;;BY~,=_=:_=:_=:_=:_:::,,:==P::R:::O:::JE::C:;:T=N=o=. =::;-;::D=RA=w=1N=G=N=o:::!_ ~g ~;--SOP 06-03 448-4l DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL 01HER APPROVAL CJTY APPROVAL , i ,'11':!:1 111lil, _...,___ . ,,, I -_, r; le ,, r; ft [ t, " DOTh.lT nA,;:'t"", nA lf\'"I_ "f .. i i-rc--I I L 1111 ~---, CD CONCREl? HEADER AND/OR CONCREl? PAVING @ NDS 78 AlRIUM GRA1E -BLACK /'i\ 4" Rlv£R ROCK ( 4-6" DIA) \:::!I 16" DIAMETI:R A~OUND DRAIN © FINISH GRADE (2" ABO\,£ RIM) ® 4• 45 DEGREE HUB REQUIRED ON FIRST DRAIN ® 45 ELBOW AND/OR WYE (j) 4• OR 6" NON-FLEXIBLE, NON- PERFORA TED PVC DRAIN PIPE N01E: GROUND TO SLOPE O 2:11, DROP ADDlllONAL 2' IN LAST 18' TO DRAIN CD DRAIN -4" 4 SCALE: N. T.S. ~-----11 2'1 MINIMUI.I CD +• RIVER RQCK (4-6" DIA) {SEE SPECS) r,,,. LANDSCAPE WEED CONTROL \61 FABRIC /'i\ NDS 6" CATCH BASIN OR EQUAL \.::!.) W/ 6' AlRIUM GRA1E -BLACK © FINISH GRADE (6" ABOVE RIM) r-----\3 1----IJ_ ----'----------U---,/ 7 ® 45 ELBOW -TWO (21 MAYBE REQUIRED ON flRSl' DRAIN ® 45 ELBOW AND/OR WYE (j) 4• OR 6' NON-FLEXIBLE, NON-PERFORA TED PVC DRAIN PIPE NOl£: GROUND TO SLOPE O 2'1, DROP ADDITIONAL 6' IN LAST 18' TO DRAIN ED ~~!~s. -GROUND COVER 1- I . ···-_ .. ----__ _.0·_,t I ~-----12 r-----13 • 6' CD CONCRE1E HEADER SEE DETAIL r,,,. 4• Rlv£R RQCK ( 4-6' DIA) \61 (SEE SPECS) /'i\ LANDSCAPE WEED CON1ROL I.::!.) f ABRIC © NDS r CATCH BASIN OR EQUAL W/ 6 ATRIUM GRIil? -BLACK ;----IJ__ 8 @ FINISH GRADE (6" ABOVE RIM) ® 40 ELBOW -TWO 12) MAYBE REQUIRED ON FIRSl' DRAIN (j) 45 ELBOW AND /OR WYE @ 4• OR 6' NON-FLEXIBLE, NON-PCRFORA TED PVC DRAIN PIPE N01E: FINISH GRADE TO BE 2• BELOW TOP OF HEADER IH G.C., 1• IN LAWH (DDRAIN SCALE: N. r.s. CD SHRUB AREA (;;\ 13 REBAR CONT, OVERLAP \V 12' 0 ALL SPLICES @ T/2" RADIUS CD ~~~~ETE MOW CURB 6" APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. @TURF AREA @ ',ONCRE1E MOW CURB lSEE SPECS) ® COMPACTED SUBGRADE GENERAL NOTE; LOCA1E EXPANSION JOINTS AT ALL WALKS AND WALLS AND AT 1~• O.C. LOCA 1E SCORE JOINTS O 5' O.C. "AS-BUILT " LA __ _ EXP, ___ _ REVIEWED BY: INSPECTOR DATE ~, CITY OF CARLSBAD 11 SHE~_s I l----+---J--------------+----+--+--1------1 L_U. Pl.ANNINO DEPARTMENT _ 14 l-----,l---+-----------------11----+--+---+-----, The Cambridge Gron LANDSCAPE ARCHITECTURE ~ "' 431 0 Via Monclova, San Diego, CA 92122-5452 \.~;; PHONE (858) 453-7117 FAX (858) 453-7117 -~ Vi"H11111m1111111 DATE INITIAL ENGINEER OF WORI< REVISION DESCRIPTION DATE INITIAi. DATE INITIAi. OTHER APPROVAL CJ1Y APPROVAL CONSll'IUCllON DETAILS AND NOTES FOAi CARLSBAD RESEARCH CENTER LOJ1 DWN BY: __ _ PROJECT NO. CHKD BY: __ _ RVWD BY: SOP 06-03 nnH,IT DRAWING NO. 448-4L -l' ' I , I , ' . ! I i .:, II , !' ~· .. .i.1 .. -.. 111m1n•■.! h !ii J' , • ,·--,i' ,,., I,, _c_- r __ ___j __________________________________________________________________________________________________ ---,---------------------------------------------------------------7 I' , h ' RECYCLED WATER PLAN (PRIVATE) FOR CARLSBAD RESEARCH CENTER, LOT 1 RECYCLED WATER NOTES: 1. AU. WORK SHALL 13E DONE IN ACCORDANCE 111TH TI1E CARLSBAD MUNICIPAL WAl£R DISTRICTS 'CARLSBAD RECLAMATION RULES t REGULATIONS FOR CONSTRUCTION Of RECYCLED WAlER MAINs' DATED OCTOBER 1991 SALK AVENUE, CARLSBAD, CA 92008 ASSESSOR'S PARCEL NUMBER: 212-012-0100 2. DRINKING FOUNTAINS SHAU. l3E PROlECTED FROM SPRAY or RECYCLED 11/AlER. BEST MANAGEMENT PRACTICES SHAU. BE USED TO MINIMIZE RECYCLED WA lER ENCROACHMENT ON PUBLIC FAaLlllES SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS. SAND TOT LOT5, ETC. l BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROi. TO THE BEST EXTENT POSSIBLE, PONDING, RUN-Off, OVERSPRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROlilBITED, :1. ON SITE CROSS-CONNECTIONS BETlll:EN RECYCLED WATER LINES ANO POTABLE WAlER LINES ARE STRICTL V PROHIBITED. 6. NO SUBSTITIUTION Of PIPING MATERIALS 1111! BE AU.OWED lllTHOUT PRIOR APPROVAL BY THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. AU. MAINLINE SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. I!. THE IRRIGATION SYSlEMS SHAU. BE RUN BETWEEN TiiE HOURS Of 10:0D PM AND 6:00 AM THE FDllO'MNG MORNING. SPOT IRRIGATION SHOULD BE DONE AT A DIFFERENT TIME 'MTH QUAUflED SUPERVISION PERSONNEL ON SITE. 9, PROVIDE A MINIMUM Of AT LEAST 15 INCHES Of COVER OVER AU. 111RING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT 'MTH RECYCLED WATER, \\HETHER BY \\1NDBLOIIN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK or PROTECTION, \\HETHER BY DESIGN, CONSTRUCTION PRACTICE, OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHAil BE RELOCATED OR AD.lJSTEO TD PREVENT O'IERSPRA~NG SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WAlER QUICK COUPLING VALVES SHAU. BE Of A TYPE DESIGNED FOR THE USE ON RECYCLED WA l£R DISTRIBUTION SYSTEMS {SPIKES NOT INTERCHANGEABl£ 111TH POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WAlER DISTRICr'S RULES AND REGULA !IONS. 1 .l. METERS SHAU. BE SIZED BY THE CARLSBAD MUNICIPAL WA lER DISTRICT. 14. AlJ. IRRIGATION PIPE SHAU. BE STENCILED W1TH THE WARNING 'NON-POTABLE' OR 'RECYCLED WATER' COLOR-CODED {PURPLE) AND LAID 111TH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP Of THE TRENCH PER CARLSBAD MUNICIPAL WATER DISTRICr'S RUl£S AND REGllA TIONS. 15. AU. POTABLE WATER AND RECYCLED WAlER PIPING SHAU. BE INSTALLED 'MTH THE STENCILING ORIENTED TOWARD THE TOP Of TiiE TRENCH. 16. \\llEN A POTABLE WATER UNE AND RECYCLED WA lER LINE CROSS, THE RECYCLED WA l£R UNE SHALL BE INSTALLED 'MTI➔IN A PROTECTIVE SLEEVE. THE SLEEVE SHAU. EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE Of POTABl£ WAlER LINE, FOR A TOTAL or 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECYCLED WAlER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECYCLED WATER LINE. 11!. A MINIMUM Of 12 INCHES Of VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT AU. TIMES. 19, DEVELOPER/CONTRACTOR SHAIJ. CONDUCT A CROSS-CONNECTION TEST AND COVERAOE 11ST AS DIRECTED BY TI➔E CARLSBAD MUNICIPAL WATER DISTRICT AND. TI£ COUNTY OI' SAN DIEGO, DEPARTMENT or ENVIRONMENTAL HEALTH PRIOR TO ANY USE Of RECYCLED WAl£R. 20. QUICK COUPLER VALVES USED IN RECYCLED WATER SYSlEMS SHAU. CONFORM TO THE FOU.Ol\1NG: SHALL HAVE ACME THREADS (SPIKES NOT INTRCHANGEABl£ 'MTH POTABLE WATER QUICK COUPLER SPIKEs) AND PURPLE-CDLORED LOCKING COVERS PERUANENTL Y ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHAU. BE NELSON /7648, HUNTER fHVlODA-Rl- NP, OR APPROVED EQUAL 21. TI➔E REQUIRED CROSS--CONNECTION INSPECTION SHALL BE DONE BY EITI➔ER THE CARLS6AD MUNICIPAL WATER DISTRICT AND/OR COUNTY Of SAN DIEGO, DEPARThtENT Of ENVIRONMENTAL HEALTH. COPIES or rnE INSPECTION REPORTS \\!LI. BE FORWARDED TO TiiE NON-INSPECTING PARTY. 22. DEVELOPER SHAU. SHOW TiiE LOCATION Of RECYCLED WA lER SIGNS 'DD NOT DRINK' ON THESE PLAN5. 2l AN ON SITE USER SUPERVISOR SHAU. BE DESIGNATED IN 11/RJTING. THIS PERSON SHALL BE FAMIUAR \\!TH PLUMBING SYSTEMS W1THIN THE PROPERTY, ll!Tii THE BASIC CONCEPTS Of BACKFLOW CROSS-CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS or A RECYCLED WAl£R SYSTEM. COPIES ()f' TI➔E DESIGNATION, 111TH CONTACT PHONE NUMBERS, SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WA lER DISTRICT AND TI£ SAN DIEGO COUNTY DEPARThtENT Of ENVIRONMENTAL HEALTH. IN CASE Of EMERGENCY CONTACT: GEOFFR(Y SWOROODD AT (619) 400-1025. OR AFTER HOURS CONTACT: GEOFFREY SWORTWOOD AT (619) 400-1025. 24. AU. PU8LIC AND PRIVATE POTA8LE WATER MAINS SHALL BE SHO\\N ON TI£ IMPROVEMJ:t,IT PLANS. 25. ITEMS NUIMBERED 8, 19 AND 23 SHAU. BE REQUIRE JUST PRIOR TO _THE ACTUAL USE Of Rl;CYCLED WATER. f!CM NUMBER 22. THE SIGNAGE PLAN, SHAU. BE PART rE THIS IRRIGATION PLAN BUT THE ACTIUAL SIGNS AND TAGS \l!U. BE INSTALLED JUST PRIOR TO TI1E USE Of RECYCLED WATER. 26. ON RECYCLED WATER SYSTEMS. AU. APPURlENANCES (SPRINKLER HEAOS. VALVE 80XES. ETC.) SHALL BE COLOR CODED {PURPLE) PER AWWA GUIDELINES AND SECTION 4049.54 or THE CALIFORNIA HEALTH AND SAFETY CODE, 27, A PHYSICAL SEPARATION SHAU. BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED 'MTH RECYCLED WAlER AND POTABLE WATER. SEPARATION SHAil BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. RECYCLED WATER SIGN ~-BLACK LOGO COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH 1. AU. WORK SHALL BE DONE IN ACCORDANCE W1TH THE CARLSBAD MUNICIPAL WATER DISTRICT'S 'CARLSBAD RECLAMATION RULES & REGULATIONS FOR CONSTRUCTION Of' RECYCLED WAlER UAINs' DATED OCTOBER 1991 2. DRINKING FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHAIJ. BE PROTECTED AGAINST CONTACT 111TH RECYCLED WATER SPRAY, MIST, OR RUN-Off. l BEST MANAGEMENT PRACTICES SHAil BE USED TO EUMINATE OR CONTRCI. TO THE BEST EXTENT POSSIBLE PONDING, RUN-Off, OVER-SPRAY AND MISTING. 4. HOSE BIBBS ARE STRICTLY PROHl81TED. :1. CROSS-CONNECTIONS BETlll:EN RECYCLED WAlER LINES AND POTABl£ WAlER LINES ARE SlRICTLY PROHIBllED. 6, NO SUBSTITIUTION Of PIPE MATERALS ll!U. BE AU.OWED W1THOUT PRIOR APPROVAL or THE CARLSBAD MUNICIPAL WAlER DISlRICT. 7. AU. MAINUNE PIPES SHAU. HAVE WARNING TAPE PER CARLSBAD MUNICIP,IL WAlER DISTRICT'S RULES AND REGULATIONS. I!. HOURS FOR IRRIGATION 'MTH RECYCLED WATER ARE FROM 9:00 Pt.I TO 6:00 All THE HOURS FOR IRRIGATION l'r1TH DISINFECTED lERTIARY RECYCLED WATER MAY BE MODIFIED BV THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS 'MTH DISINFECTED TERTIARY RECYCLED WATER SHAIJ. BE UNDER THE SUPERVISION OF THE DESIGN A lED USER SUPERV1SOR. IRR«;A !ION 'MTH WA l£R or A l£SSOI QUALITY THAN DISINFECTED lERTIARY RECYCLED WATER SHAil BE BET\IEEN THE HOURS or 9: 00 PM AND 6: 00 All, 9. BURIAL Of ALL 'MRING AND PIPING SHAU. MEET CARLSBAD MUNICIPAL WAl£R DISlRICl'S RULES ANO REGULATIONS. 10. NON-DESIGNAlED USE AREAS :,HALL BE PROTECTED FROM CONTACT 111TI1 RECYCLED WATER. \\1-IETiiER BY 111ND BLO'MN SPRAY OR av DIRECT APPLICATION THROUGli IRRIGATION OR OTHER USE. LACK Of PROTECTION, \\HETliER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED, 11, IRRIGATION HEADS SHAU. BE RELOCATED OR ADJUSTED TO MINIMIZE OIi ELIMINATE OVER-SPRA~NG ON SIDEWALKS. STRE[TS, AND NON-DESIGN A TED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHAU. BE Of A TYPE DESIGNED FOR USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DIS!FICT'S RULES AND REGULATIONS. ll ON RECYCLED WAlER SYSTEMS. AU. APPURTENANCES {SPRINKLER HEADS. VALVE BOXES, ETC,) SHAU. BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116615 Of TliE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHAU. BE STENCll£D 111TH THE WARNING, 'NON-POTABLE OR RECYCLED WATER.' COLOR-COOED PURPLE AND LAID 111TH TI,£ WARNING TAPE AND STENCIUNO TOWARD THE TOP Of THE TRENCH PER THE CARLSBAD MUNICIPAL WAl£R DISTRICtS RULES ANO REGULATIONS. 1:1. ON NEW ON-SITE SYSTEMS {POST METER), POTABLE WATER, CONSTANf PRESSURE RECYCLED WAlER AND SEWER LINES SHOULD BE PLACED A MINIMUM Of FOUR (4) FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGllATORY AGl:NCY. MEASUREMENTS SHAU. BE BETWEEN FACING SURF ACES. NOT PIPE CENlERUNES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST T\IELVE [12) INCHES BELOW POTABLE WAlER UNES ANO MAINTPJN AT LEAST T\\£1.VE {12) INCHES CROSSING SEPARATION BETlll:EN OTHER UTILITIES. 17, IF A CONSTANT PRESSURE RECYCLED WAl£R LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS TI➔AN T111ELVE (12) INCHES BELOW A POTABLE WATER UNI'., THEN THE RECYCLED WATER LINE SHAU. BE INSTALLED I\HHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. lll, DEVELOPER/CONTRACTOR SHAU. CONDUCT A CROSS-CONNECTION TESf AND COVERAGE lEST AS DIRECTED BY TI➔E CARLSBAD MUNICIPAL WAl£R DISTRICT AND THE SAN DIEGO COUNTY DEPARThtENT Of ENVIRONMENTAL HEALTH PRIOR TO ANY USE Of RECYC1ED WAlER. 19. TI,E REQUIRED CRCS5-CONNECTION INSPECTION SHAU. BE DONE BY EITHER THE CARLSBAD MUNICIPAL WAl£R DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT Of ENVIRONMENTAL HEALTH. COPIES Of INSPECTION REPORTS 1111! BE FORWARDED TO TI1E NON-INSPECTING PARTY. 20. TI,E DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER 'DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21. \\HEN RECYCLEJJ WAlER BECOMES AVALABLE, AN ON-SITE USER SUPERVISOR SHAU. BE DESIGNATED IN WRITING. TI➔IS INDIVIDUAL SHAU. BE FAMILIAR 'MTH PLUMBING SYSTEMS lllTHIN THE PROPERTY, 'MTH THE BASIC CONCEPTS ()f' BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED WA l£R PUR\tYOR'S RULES AND REGULATIONS AND THE SPECIFlC REQUIREMENTS Of A RECYCLED WAl£R SYSTEl,t. COPIES OF THE DESIGNATION, 111TH CONTACT PHONE NUMBERS, SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISJRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT Of ENVIRONMENTAL HEALTH. 1H CASE Of EMERGENCY, CONTACT GEOFFREY SWORTWOOIJ AT [619) 4D0-D125. OR AFlER HOURS, CONTACT GEOFFR£Y Sll'ORlWOOD AT (619) 400-D125. 22. AU. PUBLIC AND PRIVATE POTABLE WAlER MAINS, INCLUDING FIRE MAINS. AND ANY WATER 'M':U.S AND WATER COURSES 'MTI➔IN TI£ RECYCLED WA l£R PROJECT SHAU. ll£ SHOIIN ON THE PLANS. 23. CAIJ. OUT ON THE PLANS f TI1ERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNAlED OUTDOOR EA TING AREAS ON THIS SITE. 24. EDU CA TE AU. MAINTENANCE PERSONNa ON A CONTINUOUS BASIS or THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS l,!EANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES. HAND WASHNG, Cl£ANING Of TOOLS, ETC. GIVEN THE HIGH TURNOVER RA TE or EUPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT TI11S INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 2:1. A PHYSICAL SEPARATION SHAU. BE PROVIDED BETWEEN ADJACENT AR<AS IRRIGATED 111Tli RECYCLED WAlER AND POTABl£ WAlER. SEPARATION SHAU. BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. -..IL-----18"------+ In Order to Conserve Water ... v 1 PURPLE BACKGROUND __ 36• 1• BLACK LETTERS RECYCLED WATER IN USE WARNING ECYCLED WATER DO NOT DRINK RECYC ED WATER WASH HANDS TER CONTACTING LAVESE SUS MA OS DESPUES E USAR 12" N. T.S. 35• 12• X 36" SlZE 1 • BLACK LETTERS 2• BLACK LETTERS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS . ------------ DO NOT DRINK NO TOME EL AGUA WASH HANDS AFTER CONTACTING LA VESE SUS MANOS DESPUES DE USAR HI" X 18" SlZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS ------------- SIGNAGE NOTES: THE FDU.OI\ING GUIDELINES FOR THE USE Of RECYCLED WAl£R ARE TO BE PERMANENTLY POSTED INSIDE TiiE DOOR Of EACH CONTROUER \\HERE THEY ARE EASILY VISIBLE. PLACE ON 8 1/2" X 11" SIZED SIGN. COLOR PURPLE BACKGROUND 'MTH BLOCK LETTERING. L GUIDELINES FOR RECYCLED WATER USE: 1. IRRIGATE BET'IEEN THE HOURS Of 1D: OD Pl,I AND 6: OD AM ONLY. WA lERING OUTSIDE Of THIS TIME FRAME MUST BE DONE IIANUAU.Y 111TH QUALiflED SUPERVISORY PERSONNEL ON SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE Of THE NORMAL SCHEDULE. 2. IRRIGATE IN A ~ANNER TliAT \\lU. MINIMIZE RUN OFF, POOLING AND PONDING. Tl£ APPLICATION SHALL NOT EXCEED THE INflLTRATION RATE Cl' TiiE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE 111TH THE LOIIEST SOIL INnLTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACIUTATED BY THE EFFICENT SCHEDULING OI' THE AUTOMATIC CONTROL CLOCKS, I.E. CMPLO~NC TI,E REPEAT FUNCTION TO BREAK UP TI,E TOTAL IRRIGATION TIME INTO CYCLES TiiAT 'MU. PROMOTE MAXIUUW SOIL ABSORBTION. l ADJUST HEADS TO ELIMINATE OVER-SPRAY ONTO AREAS NOT UNDER THE CONTRCI. Of THE CUSTOMER. FOR EXAMPLE, POCI. DECKS. PRIVATE PA 1105 AND LOT5, AND STREETS ANO SIDEWAU<S. 4. MONITOR AND MAINTPJN TiiE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS. LEAKS, UNRELIABLE VALVES. ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE AU. MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS Of THE PRESENCE Of RECYCLED WATER. PERSONEL MUST BE INFORMED THAT RECYCLED WA lER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSE5, HAND, TOOL WASHING, ETC. GIVEN THE HIGH TIURNOVER RATE or EMPLOms IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THAT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH ANO EVERY ONE Of YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL Of AU. PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON SITE FACIUTIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY TiiE DISTRICT ENGINEERING OFflCEE AND DESIGNED IN ACCORDANCE 'MTH DISTRICT STANDAROS. 7. AU. RECYCLED WATER SPRINKLER CONTRCI. VALVES SHAU. BE TAGGED 111TH IDENTIFICATION TAG5. A. TAGS SHAU. BE 3• X 4' \\EATHERPROor PLASTIC, PURPLE IN CCI.OR 'MTH TI£ WORDS 'WARNING -RECYCLED WA l£R -DD NOT DRINK' ON ONE SIDE AND 'AVISO -AGUA IMPURS -NO TOMAH' ON THE OTHER SIDE. IMPRINTING SHAU. BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTIURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL B. ONE TAG SHAU. BE ATTACHED TO EACH VALVE AS FOU.OWS: 1. ATTACH TO VALVE STEM DIRECTLY, OR 111TH 11E WRAP OR 2. ATTACH TO SOLENOID 111RE DIRECTLY OR 'MTH PLASTIC TIE 'll'.AP OR l ATTACH TO VALVE COVER 'MTH EXISTING VALVE COVER BOLT. I!. AU. SPRINKLER HEADS SHALL l3E IDENTIFlED NS RECYCLED WATER SPRINKLER HEADS. IL EACH AU TOMA TIC CONTROIJ.ER AND ITS ASSOCIA lED EQUIPMENT SHAU. BE IDENTlnED 111TH A SIGN BEARING THE WORDS 'RECYCLED WA lER USE FOR IRRIGATION' IN ENGLISH AND SPANISH l'r1TH BLACK LETTERS 1' HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEi. USING WE EQUIPMENT, INSPECTION PROCEDURES: I. CITY CONSTRUCTION INSPECTION SHAU. INCLUDE: A. LOCATION PIPE LINES B. TRENCH DEPTH C. REQUIRED SEPARATION (HORIZONTAL AND VERTICAi.} D. PIPE IDENTiflCATION POINT Of CONNECTION (P.O.C.) E. LDCA !ION AND IDEN1lflCA !ION Of SPRINKLI:R HEADS. F. WARNING SIGNS AT TI£ SITE AND ON THE TRUCKS HAULING RECYCLED WATEfl {IF RECYCLED WA l£R IS USED FOR CONSTRUCTION). AN APPROVED LETTER REGARDING THE INSPECTION Of THE PROJECT SHAIJ. BE OBTAINED FROM TI£ CITY AND DISTRICT, AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT Of ENVIRONMENTAL HEALTH PRIOR TO FINAL INSPECTION APPROVAL. II. DISTRICT FINAL INSPECTION SHAU. INCLUDE: A. COVERAGE lEST AFTER COMPLETION Of THE SPRINKL£R SYSTEM TO DETERMINE TiiE ADEQIJACY Of COVERAOE ON THE APPROVED USE AREA AND PROTECTION Of AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. B. WARNING SIGNS AND LABELS C. QUICK COUPLING VALVES D. AU. ASPECTS Of THE IRRIGATION CONDITIONS. INCLUDING 'MNDBLO\\N SPRAY, RUNOFF AND PONDING. E. REQUIRED PROTECTION ()f' AU. RESIDENTIAL AREAS F. REQUIRED PROlECTION Of 111:U.S. STREAMS, RESERVOIRS, ETC. G. CROSS CONNECTION Ill ANNUAL INSPECTION SHAU. INCLUDE: A COMPLETE INSPECTION \\HICH SHALL COVER PART A, PART 8, AND PART G Of THE DISTRICTS FINAL INSPECTION. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE TI➔AT I AM THE LANDSCAPE ARCHllECT Of WORK FOR THIS PROJECT, THAT I HAVE El<CERCISED RESPONSIBLE CHARGE OVER THE DESIGN Cl' THIS PROJECT AS DEFlNED IN SECTION 6705 Of THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT 111TH CURRENT STANDARDS. I UNDERSTAND THAT TiiE CHECK Of THE PROJECT DRA\\1NGS AND SPECIFICATIONS BY THE CITY or CARLSBAD, CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT Of ENVIRONMENTAL HEALTH IS CONflNED TO A REVIEW ONLY ANO DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHllECT Of WORK, Of MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE 'MTH TliE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERV !ION , FIRE SUPRESSION Pl.AN, AND AU. TE:C~NDITl,i(~\crrAL RELATED TO LANDSCAPING. SIGNED: ROBERT F. DE LACY RLA 1836 MY REGISTRATION EXPIRES ON 11/30/07 THE CAMBRIDGE GROUP 4310 VIA MONCLOVA SAN DIEGO, CA 92122-5452 {855) 453-7117 PHONE/FAX OWNER/DEVELOPER H. G. FENTON COMPANY 7577 MISSION VALLEY ROAD SUITE 200 SAN DIEGO, CA 92108 (619) 400-0120 {619) 400-0111 FAX 'DO NOT DRINK'--- SIGN -TYPICAL ,. PRIVATE TORM DRAIN (TYPICAL SYMBOL) 18" HOPE BUILDING POTABLE WATER METER AND CONNECTION TO BUILDING • NORTH I ~' I I I ~ \ I I I r-+--111\-----'DO NOT DRINK' \SIGN -TYPICAL N. T,S. POTABLE MAIN (TYPICAL SYMBOL) LEGEND: BACKFLOW PREVENTER RECYCLED WATER METER --• PROPOSED RECYCLED WATER IRRIGATION MAINLINE -W-POTABLE WATER MAIN IN STREET -RW-RECYCLED WATER MAIN IN STREET • "DO NOT DRINK" SIGNS Ga AREAS OF RECYCLED WATER USE SHEET LEGEND: SHEET 1 2-3 4 !'i 6-7 6 9 10 11-12 13 14 SHEET DESCIRIPTION TITLE SHEET CONSTRUCTION/FINISH GRADING PLANS CONSTRUCTION/DRAINAGE DETAILS IRRIGATION TITLE SHEET IRRIGATION PLANS IRRIGATION LEGEND, DETAILS &: SPECIFICATIONS IRRIGATION DETAILS IRRIGATION DETAILS Pl.ANTING PLANS PLANTING lfGEND, DETAILS &: SPECIFICATIONS PLANTING DETAILS SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH APPROVED BY DATE: NOlE: ----~ POTABLE MAIN CONNECTION TO SITE RECYCLED MAIN CONNECTION TO SITE---' PROVIDE /iROS~VER SLEEVE WHERE PROPOSED RECYCLED WA lER ~f~Tl~AIN~AI CROSSES POTABLE DOMESTIC AND IRRIGATION Tl-JERE ARE NO OUTDOOR DRINKING FOUNTAINS PROPOSED FOR TI-JIS PROJECT. ANY OUT!?£8R EATING AREA TABLES WIU BE ~~~~l-W p~i~M RECYC WA lER BY Tl-lEIR LOCATION ON Tl-JERE ARE NO WELLS ON TI-JIS SITE. /' .... µS""-"...L../1 ...__,,.__ MPALA DR. PALOMAR AIRPORT 12 CARLSBAD VICINITY MAP RD. OR. TRUE NORTH " ' "AS-BUILT APPROVED FOR PLANTING CARLSBAD MUNICIPAL WATER DISTRICT AND IRRIGATION ONLY. ~~7-'$--t;✓,,~7 INCLUDING PRECISE L.A. EXP. DATE L E. UM R TE/ LOCATION OF PLANTING REVIEWED BY: DISTRICT ENGINEER R.C.E. 26176 AREAS. INSPECTOR ): DATE ~ [TII CITY OF CARLSBAD II SHEETS I PLANNING DEPARTMENT 14 IFRQATION TITLE SHEET FOfl: CARLSBAD RESEARCH CENTER l.01'1 ,AP~~( C..:t:~E=:l\~-1\- PLANNING 'i·Z1-0 to. I DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL INITIAL DATE INITIAL DATE CHKD BY: ENGINEER 0, WORK REVISION DESCRIPTION OTHER APPROVAi. CITY APPROVAL RVWD BY: SOP 06-0J 44a-4L . -i ' !, i I l PRINT DATE• \ 041.03101 -i I l I ' I I I . ---.'" J •. t •.1lbillill~I■... IIJ:11.ii I: Ii 1 ! . , I . ~ ......... '.'!U : ,:. ' ,'. . -, ·!l ' : ~------------------------~----------------------------------------------------------------------------'71 .. 1· . :: ----------------·------------------- -5 I I I I I I -:;) I NOTE: • THERE ARE NO OUTDOO ANY OUTDOOR EATIN BY THEIR LOCATION ~~ Y"/ PROPERlY UNE-TYP, PROPER UNE-lYP //~ l'ROPERlY UNE-lYP. ROPOSE S ROJaCT. TECTED YCLED WAT -I 6" NOTE: ADJUSf, REPAIR AINO REPIA~C;E;------~==--- EXISTING Off-SITE IRRIGATION AS NEEDED. ii -------i ---' _/--'![ _____ _ · Jl/Sf;-;PAIR AND REPLACE A-1 Q D(ISTING OFF-SITE IRRIGAT 43.9 MS NEEDED. 2 / CE G N HEADS CURB-TY?. I' 6E ~ / ' " " " " 6 » HDRf , ", '> " / -A_ V / / / / 6" HDPE r' / I I I I I I I I '/ I 4" PVC I / I I I I I I HDPE 1 I I I I NOTE: PRO 0 WHERE PROPOSED RECYCLEµ NUNE CROS5'cS '0 6" ~------------: o--H -1 ~ _,.,.,-------------48.1 41.8 ~ROl'IDE CROSSOVER~~--2 2 WHERE PROPOSED R~YC[EO WATER -- IRRIGATION MAI IJ~ CROSSES -- POT""';!.--"'!M1ESTIC WATER LINE (TYP). "J.,..--,~ROPERlY -=-= UNE-lYP. ----~_..., .Jl--1----1 I CONTROLLER 'A' RAINMASTER 24 STATION 'EAGLE' IN STAINLESS STEEi. ENCLOSUR r.:Ai.4 I 15 1.4 2 &ac--1-.rl6EH :il-i!oWtt 11--1----r~ 6" HDPE 16 4 .8 I 0 10' ~ I 40' I 60' I s 2<:1 SCALE 1" • 20' (1, 20) RECORD A"'--BUIL T lHS DR/\WING HAS BEEN I\OOIFIID ~5 EPIACE ESSARY. s -0 . QUENCE A-19. I 1---11,A I I I ----llltY ~ I llfll~III',' 111" C ANCE RRIGA TI HEADS OF cu -:.!TYP""-. --,r l' I I ~1· I l I I I I I I I cl, 1' I I I I (, I I I I I I (-'9 -..j - KEY MAP ir----PROPERTY UNE-TYP. 2• WATER METER -• A" CONlROLLER "A" ELEVATION OF METER STA TIC WATER PRESSURE MIN. PRESSURE REQUIRE AT METER MAXlMUll DEMAND IRRIGA llON CALCULA llON: N.T.S. 273' 35 PSI 75 PSI 49 GP~ 35.00 P.S.l. AVAILABLE AT WATER METER -273.0 ELEI/ATION WATER METER 'r tZ!',; MAINLINE ( COP~ R 2 SIZE BALL 1/AL'JES 3 1.1/2" SIZE BACKFLOW P 11'.R 2• SIZE MASTER I/ALI/£. SIZE fl.OW SEN~ . Slrr-, MAINUNfi ,S]i.; -95 VAL\/E.iff-2 11(J_f, SIZE 1[~~118U H~lt (~~ (VARIOUS SIZES) TOTAL SYSTE~ LOSS 35.0i P.S.I. AVALABLE AT WATER METER 24.3 P.S •• TOTAL SYSTE!I LOSS 10.6 P.S •• AVAILABLE PRESSURE . 80 P .S.I. LOSS .20 P.S.I. LOSS .10 P.S.I. LOi 12.5 P.S.I. LOS .0 P.S.L LO .3 P.S.t: LOI .3 P.S .. L 1·.3 P.S .. L .1 P. • OS B.6 pJI. Cos 24.32 P.S.I. LOSS 50.00 P.S.I. OPERATION PRESSURE -39.32 P.S.. RESIDUAL PRESSURE (WORST CONDITION) NOTE: ~rtiFftEA~~'W ANoS1ffu~E§1~8_ FOR INSTALLATION APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT " ROBERT F. DE LACY LA. 1836 EXP. 11/30/2009 INSPECTOR 7/17/2008 DATE DATE fSR.mllCITY OF CARLSBADIISHECTSI 1----+---1---------------11----+---+--1----1 ~. PLANNINO DEPARTMENT . 14 l-----l---+-----------------4----1---1----1-----1 flRIGA TlON PLAN FOAi CARLSBAD RESEARCH CENTER Lori l ' . if l l 1i l I I FOR IRRIGATION LEGEND. DETAILS AND NOTES, SEE SHEETS 5/8/9/10 The CambrlllUO G ~E~~ ROBER . '---+--ie-----------------1-----1---+---l---11 APPLAMN~N~INGAlt:-~i-,t "1·Dl.,:;AJ-E¢:,I HAS NOT, VERIFIED 11-E ~y " DE LACY _ ;:;· ~;:::;;::::==::::;-;====:;:::::;==:==:;;::::;:======:· <:F 11-ilS ,ltf'OlMATION & SHAU. !'OT LANDSCAPE ARCHITECTURE ~ e~L,~;~}~7 J OWN BY: ___ PROJECT NO. DRAWING NO. BE RESPQNSIBLE FOR ANY ERAOA8 4310 Via Monclova, San Diego, CA 92122-5452 \..f -----,;_~.ff DAl? INITl,t. DATE INITIAi. DATE INITIAL CHKD BY:___ c--r.n 06_0'.J 448 4l OR OMIS(lKlNS WHICH MAY BE IN-PHONE (858) 453-7117 FAX (858) 453-7117 -~] o, c1,1,\~, ENGINEER OF woR~ REVISION DESCRIPTION OTHER APPROl',t/. CITY APPROV,t/. RVWD BY: ..;,vr ... OOfPCJlA TED AS A RESll. T. : Y11Jm111111m11111w..-I L_-------------------'-------------------,----,------------------:---r,---~----------------------------------'----,-~il I 07/17/081 I ' PRINT DATE, ~~~1-1;; ,11111 " • ' i' i i, ~ I 111 rr F i I ' I ' I I " --1 : I : ' p I ----- In ---- . ---,- 1 I I I -•. _, ,,. , I -r-- 1 1--- l __ --1 I J __ _!'. --~ (\ ,, I I I I I I (~ 1 I ' ' I I I .--. -------·T-~---r--· -----,-,- ----- (, 1 I Nore JUST, REPAIR AND REPLAPE 11 I !STING IRRIGATION AS NE?DED. II I E ISTINO IRRIGATION MAIN JNt' ANO !u 'B CONTROLLER WIRES S ALL BE (,~ I PR SERVED TO SERVICE O -SITE I OP SPACE VALVES. SE IRRIGA- 1 I no PLANS 418-BL ii I \\ ~I \ \\ \ \~~\ (_ ~ ------f I I I I I I /JJ .::) z /JJ .> <( ~ -J <( Cl) KEY MAP N.T.S. I I I '-. -:Jir --;,--~H,-=-'W: 1--1~ ;,~~--- I I-- I I I I I I APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. " S-BUILT " 7 17 2008 ROBERT f'. DE LACY LA. 1838 EXP. 11/30/2009 DATE l I l ' r ' ' !, l I ' l ~1 CITY OF CARLSBAD II SHEETS I l 0 10' 40' 60' l----+--l-------------------1---+---+--+---1 LI.._j. Pl.ANNING DEPARTMENT . 14 J ~ 20' I I l-----+-----+-----------------+--+--+---1---1 IRAIGATION Pl.AN FOAi l ALE ~ c1 , 20> CARLSBAD RESEARCH CENTER. i ~ r-~ . RE•:ORD As-BUILT NORTH l.01'1 j ·· j FOR IRRIGATION LEGEND, DETAILS AND NOTES, SEE SHEETS 5/8/9/10 11-IIS DRAWING HAS BEEN M:OIFIID , ~~~~v:~~ The Cambridge Grou ~~=t=========t~t==t=~t=l IAPf~~.,.( Lt-~\-clr l•'l.>;'·~1 1 OTJ-ERS. 11-E l.Ai'OSCAR: AACHTECT .. =ff~ DE !ACY PLANNING , DATE 0, HAS t-oT VERFIED M AOOJJAC'f "' , CE TiiiS l~TION & SHAU. t-oT LANDSCAPE ARCHITECTURE ~\ .:,;'it;.i~}g, I DWN BY: ___ PROJECT NO. DRAWING NO. i'. BE RE$'0NSIElE FOO Af« ERRORS 4310 Vla Monclova, San Diego, CA 92122-5452 ~.. ~f/ DAlE INITI,q REVISION DESCRIPTION DAlE INITI,q DAlE INITI,q CHKD BY:___ SOP 06-0.J 448-4L ·• CJ! OMISSIONS WHtai MAY BE IN-PHONE (858) 453-7117 FAX (858) 453-7117 ,.,;,.~ /J/ cl,\,'""" ENGINEER OF WOR~ OTHER APPROVAL CITY APPROVAL RVWD BY: l (X)fR)RA TED AS A FESLl. T. .,,.~"111r1m1m11!.1\\ ~ L-------------------------------------~-------------------------------::::-==si I PRINT DATE, 07/17/08 l : j : k " 1 ~:-·7i/ I ' " ---------- . i ' ---------------------- IRRJGA TION SPECIFICATIONS: 1, THE IRRIGATION SYSTEM SHAil BE INSTALLED AS SHO\\N ON THE PLANS AND IN ACCORDANCE 'MTH THE DESIGN CRITERIA AND STANDARDS Of THE CITY Of CARLSBAD 'LANDSCAPE MANUAi. POLICIES AND REQUIREMENTS AND All OTHER APPLICABLE STANDARDS AS Of THE APPROVED DATE Of THESE PLANS. 2. IRRIGATION MAINLINE/EQUIPMENT IS SHDWN DIAGRAMATICAU.Y. VERIFY EXACT LOCATION. J. VERIFY EXACT LOCATION Of AU. UNDERGROUND UTILITIES AND ABO"! GROUND OBSTACLES \\ITHIN WORK AREA PRIOR TO START Of CONSTRUCTION. F A CONFLICT EXISTS BETVi£EN OBSTACLES AND THE PROPOSED WORK, CONTRACTOR SHAU. PROMPltY NOTIFY GENERAL CONTRACTOR AND LANDSCAPE ARCHITECT TO ARRANCE FOR RELOCATIONS. IF REQUIRED, PRIOR TO THE START OF CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY STATIC WATER PRESSURE AT POINT OF CONNECTION PRIOR TO INSTAWNG IRRIGATION SYSTEMS. SHOULD STATIC WATER PRESSURE BE LESS THAN 80 PSI, CONTRACTOR SHAil NOTIFY THE GENERAL CONTRACTOR ANO LANDSCAPE ARCHITECT FOR INSTRUCTIONS PRIOR TO PROCEEDING 'MTH INSTALLATION, 5. IRRIGATION CONTRACTOR SHAil BE RESPONSIBLE FOR THE OPERATION AND NECESSARY MODIFICATION AND MAINTENANCE Of ANY EXISTING IRRIGATION SYSTEMS SERIICING THE SURROUNDING AREA DURING THE COURSE Of SITE DEVELOPMENT AND BUILDING CONSTRUCTION. PERMANENT AND/OR TEMPORARY MAINLINE INSTAllATION MAY BE REQUIRED. CONTRACTOR IS RESPONSIBLE FOR BEING AWARE Of All EXISTING SllE CONDITIONS. 6. IRRIGATION CONTRACTOR SHAil ADJUST All HEADS TO PROVIDE AN EVEN COVERAGE ANO TO KEEP SPRAY OFF Of THE WALKWAVS. WALL5, PARKING AREAS. smEETS AND DRIVES. 7. All IRRIGATION HEADS LOCATED IN THE PUBLIC RIGHT-Of-WAY AND ADJACENT TO OR \IITHIN 10' Of ANY HARDSCAPE, TIURF OR OTHER AREA WHERE PEDESTRIAN TRAFFIC MAY OCCUR SHAU. BE INSTALLED ON POP-UP BODIES. 8. WHEN THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE Of THE OWNER/ll[VELOPER'S AUTHORIZED REPRESENTATIVE OR THE CITY Of CARLSBAD LANDSCAPE ARCHITECT, SHAil PERFORM A TEST Of COVERAGE Of WATER AFFORDED THE PLANTING AREAS TO ENSURE THAT IT IS COMPLElE ANO ADEQUATE. THE CONTRACTOR SHALL FURNISH All MATERIALS AND PERFORM AU. WORK REQUIRED TO CORRECT ANY INADEQUACIES Of COVERAGE AT HIS 01\N COST. 9. PRIOR TO BURYING IRRIGA mN LINES: A) All MAINLINE IN THE SYSTEM SHAil BE CAPPED AND PRESSURE TESTED AT 125 PSI FOR A PERIOD Of FOUR ( 4) HOURS. ANY LEAKS FOUND SHAil BE CORRECTED BY REMO'llNG TiiE LEAKING PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN ITS ?LAC£. B) All LATERAL LINES SHAil BE PRESSURE TESTED AT DESIGN PRESSURE FOR ONE (1) HOUR. C) THE CONTRACTOR SHAil NOT ALLOW NOR CAUSE ANY Of HIS WORK TO BE COVERED UNTIL IT HAS BEEN INSPECTEO, TESTED, AND APPROVED BY lliE Ol!NER/DE\/El.OPER'S AUTHORIZED REPRESENTATIVE AND THE CITY Of CARLSBAD LANDSCAPE ARCHITECT. 10. All PRESSURE MAINLINES SHAil BE BURIED A MINIMUM EIGHTEEN {1B) INCHES DEEP, AND ALL LATERAL LINES SHAil BE BURIED A MINIMUM l\lU"! (12) INCHES DEEP. DEPTH FOR BOTH MAINLINE, LATERAL LINES AND 'MRING, ll!iEN PASSING UNDER DRI"! AND PARKING AREAS, SHAil BE A MINIMUM Of llilRTY (30) INCHES INSIDE SEPARATE SCHEDULE BO SLEEVES rMCE THE DIAMETER Of THE SLEEVED LINE, MINIMUM lWO (2) INCHES. METALIC BACKED LOCATING TAPE SHALL BE INSTALLED ALONG THE ENTIRE LENGTH Of THE SLEEVES. SIX (6) INCHES DIRECltY ABO"! THE SLEEVE. TAPE SHAil BE MARKED "IRRIGATION" IN TWD (2) INCH CAPITAL LETTERS EVERY THREE (3) FEET ALONG THE TAPE. SLEEVES SHAil EXTEND A MINIMUM OF l\lUVE (12) INCHES PAST THE EDGE Of THE PA\'\NG. 1', MAIN LINES: All PIPING UNDER CONSTANT PRESSURE BETWEEN WATER METER AND/OR SUPPLY SYSTEM AND CONTROL VAL 'IES SHAil BE PVC SCHEDULE 4-0 OR CLASS 315 PVC (PURPLE) UNLESS OlHER'MSE SHOWN ON THE DRA'MNGS, DETAILS, OR LEGEND. 12. LATERAL LINES: All PIPING UNDER INTERMITTENT PRESSURE, DOWII STREAM Of CONTROL VALVES SHAU. BE R~O PVC SCHEDULE 4-0 (PURPLE) UNLESS OTHER'MSE SHO\\N ON lliE DRAWlNGS, DETAILS, OR LEGEND. 13. All PLASTIC FITTINGS SHAil BE RIGID POLY'v1N'r1. CHLORIDE, STANDARD 'MTH SCHEDULE 40 TYPE I AND Q. All RISERS ANO NIPPLES SHAil BE REAMED SCHEDULE 80 PVC. 14. ALL REMOTE CONTROL VALVES SHAil BE INSTALILED IN PURPLE RECTANGULAR VAL"! BOXES 111TH A MINIMUM Of TWO (2) CUBIC FEET Of PEA GRAVEL BENEATH THE VALVE. BALL VALVES SHALL ALSO BE CONTAINED IN THEIR OWII VALVE BOXES (PURPLE) 'MTH PEA GRAVEL INSTAllEO, SEE DETAIL. BENEATtt THE VALVE. QUICK COUPLERS SHALL BE INSTALLED IN TEN . {10) INCH ROUND VALVE BOXES (PURPLE) ANO FlLLED 'MTH 3/8" PEA GRAVEL AROUND lllE BRASS NIPPLE. THERE SHALL BE NO MORE THAN ONE (1) VALVE PER VALVE BOX ANO All VALVES SHALL BE INSTALLED ON A MANIFOLD, MAXIMUM nm££ (3) VAL,t:5, MANIFOLD SHALL BE SEPARATED BY A BAil VAL"! EQUAL IN SIZE TO THE LARGEST REMOTE CONTROL VALVE. A 1 1/'t' BALL VALVE SHAil SEPARATE THE QUICK COUPLER FROM THE MANIFOLD VALVES, SE£ DETAIL. All VALVES SHAU. BE LOCATED IN AREAS ADJACENT TO WALKWAYS, HEADERS OR PARKING LOT CURBS. All REMOlE CONTROL VALVES SHALL HA"! THEIR VAL"! SEQUENCE AND CONTROLLER DESIGNATION PERMANENltY IMPRINTED ON THE VAL"! BOX COVER. All OTHER VALVES SHALL HAVE PERMANENT LABELS: Q.C., B.V., ETC. 15, All 'MRE SHAil BE ANG-IE DIRECT BURIAL n'PE, AND All CONNECTIONS SHALL BE MADE 'MTH 'PEN-TITE' CONNECTORS OR APPROVED EQUAL SPLICES ARE NOT ACCEPTABLE. lWO (2) ADOITIONAL WIRES SHALL BE RUN FROM THE CONTROLLER/S TO THE LAST VAL 1/E MANIFOLD ON TiiE MAINLINE. AN ADDITIONAL TWD (2) 'MRES SHAil BE RUN FOR EACH SPLIT IN THE MAINUNE. A TRACER 'MRE SHAil BE RUN ALONG THE ENTIRE LENGTH Of THE MAINLINE. 16. All WIRE SHAil BE BUNDLED AND PLACED BErCATH THE MAINLINE ANO TAPED AT INTERVALS Of TEN (10) FEET. All 'MRE SHAil BE SLEEVED SEPARATELY WHEN PASSING UNDER PAVED AREAS AT THE SAME DEPTH AS THE MAINLINE. SLEEVES SHAil BE TIIICE THE DIAMETER OF THE BUNDLED l'llRE OR A MINIMUM Of FOUR (4) INCHES IN DIAMETER. 17. AU. MAINLINE ANO LATERAL LINES PASSING UNDER PEDESTRIAN PAl'ING SHAil BE BURIED AT A DEPTH OF EIGHTEEN (18) INCHES AND TWELVE (12) INCHES RESPECTI\/El.Y ANO SLEEVED 'MTH PVC SCHEDULE 4-0, A MINIMUM OF TWCE THE DIAMETER Of THE SLEEVED LINE. 18. AUTOMATIC CONTROLLER/$ TO BE WALL MOUNlEO IN A STAINLESS STEEi. ENCLOSURE. A 120 VOLT 'I BOX CONNECTION SHALL BE PROl'IDED BY THE OWNER/ll[VELOPER. CONTROL WlRES SHAil BE SLEEVED IN ELECTRICAL CONDUIT FROM THE CONTROLLER TO THE MAINLINE. ALL EQUIPMENT SHAil BE INSTAllEO IN ACCORDANCE 'MTH MANUFACTURER'S SPECIFICATIONS AND OIRECTIONS. A WCS 'RAIN GUARD" SHUT-OFF DEv1CE SHAil BE INSTALLED ON THE ENCLOSURE IN A VANDAL RESISTANT ENCLOSURE. ENSURE SHUT-OFF DEIICE ABOVE IRRIGATION SPRAY. INSTAil PER MANUFACTURER'S SPECIFICATIONS ANO DIRECTIONS. VERIFY EXACT LOCATION OF THE CONTROLLER INSTALLATION WITH 01\NER PRIOR TO FINAL CONNECTION. 19. All IRRIGATION LINES AND APPURTENANCES. 'MTH THE EXCEPTION Of IRRIGATION LATERALS ANO HEADS PROVIDING IRRIGATION Of AREAS l'llTHIN THE PUBLIC RIGHT-Of-WAY, SHALL BE INSTAllEO OUTSIDE THE PUBLIC RIGHT-OF-WAY. 20. CHECK VALi/ES SHAU. BE INSTALLED AS NECESSARY TO PREVENT DRAINAGE OF THE VARIOUS LATERAL SYSTEMS FROM OCCURING AT THE HEADS Of LOWEST ELEVATION. NO MORE THAN TWELVE (12) FEET Of ELEVATION CHANGE SHALL SEPARATE CHECK VALVES. CHECK VALVES SHAil BE Fll'E (5) P:,i RATED. 21. AFTER All NEW IRRIGATION PIPING AND RISERS ARE IN PLACE AND CONNECTED, AND AFTER All OTHER NECESSARY WORK HAS BEE/I COMPLETED, BUT PRIOR TO THE INSTALLATION Of IRRIGATION HEADS, REMOTE CONTROL VALVES SHAil BE OPENED ANO FULL HEAD Of WATER USED TO FLUSH OUT THE ENTIRE SYSTEN. 22. CONTRACTOR SHAil KEEP THE PREMISES CLEAN ANO FREE OF EXCESS EQUIPMENT, MATERIALS ANO RUBBISH INCIDENTAL TO THE WORK Of THIS SECTION ON A DAILY BAS1S. 23. THE ENTIRE IRRIGAllON SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR TO GI,! COMPL£TE AND SA TISF AC TORY SERVICE AS TO MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF lllE flNAL ACCEPTANCE Of THE WORK BY THE OWNERJD[VELOPER, HIS AUTHORIZED REPRESENTATIVE AND THE CITY OF CARLSBAD LANDSCAPE ARCHITECT. 24. IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD Of SIXTY (60) DAYS AND SHALL WATER ON A DAILY BASIS. 25. PRIOR TO FINAL ACCEPTANCE OF WCRK, CONTRACTOR SHAil PR0"1DE A RECORD SET OF DRA\\INGS SHOWlNG THE IRRIGATION SYSTEM WORK: A) All CHANGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOIIN ON THE RECORD DRAWINGS. BJ VALVES NUMBERED AND CORRESPONDING NUMBERS SHAil BE SHO\\N ON TiiE RECORD DRAWlNGS. C) AUTOMATIC VALVES. BAil VALi/ES AND QUICK COUPLER VALVES SHALL BE LOCATED BY MEASURED DIMENSIONS. DIMENSIONS SHAil BE GIVEN TO PERMANENT OBJECTS IDENTIFIABLE ABO"! GRADE ANO SHAil BE TO THE NEAREST ONE-HALF FOOT. NOTE: FINAL AS-BUILT PLANS 'MLL BE PREPARED BY THE LANDSCAPE ARCHITECT FROII THE DIMENSIONS PROVIDED BY THE CONTRACTOR. FINAL AS-BUILT PLANS Will BE DRAFTED CLEARLY TO BE RE'llEWED AND APPROVED BY TiiE CITY. FINAL M'r1.ARS \\Ill THEN BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO PLANNING DEPARTMENT SIGNING THE PERMIT CARD. D) ON THE INSIDE SURFACE OF THE COVER OF lllE AUTOMATIC CONTROLLER/S. CONTRACTOR SHALL PREPARE AND MOUNT A CHART SHO'MNG lliE VALi/ES AND IRRIGATION HEADS SER'llCED BY THE CONTROLLER/s. ALL VALVES SHAil BE NUMBERED TO MATCH THE OPERATION SCHEDULE. TttE CHART SHALL BE A PLOT PLAN SHOWING All HARDSCAPE IMPROVEMENTS TO INCLUDE WALKWAVS. PARKING AREAS, DRIVES ANO STREETS. LEGIBL£ IN All DETAIL, PLOT PLANS SHALL BE MADE TD A SIZE THAT \\Ill FIT INTO lllE CONTROIULER/S COVER. PRINTS OF THIS PLAN SHAil BE HEJlMETICAllY SEALED BY PLASTIC ANO THEN BE SECURED TO TiiE INSIDE COVER. 26. All OTHER LOCAi.. MUNICIPAL AND STATE LAWS. RULES ANO REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS. AND THEIR PROl'ISIONS SHAil BE CARRIED OUT BY THE IRRIGATION CONTRACTOR. 27. UPON COMPLETION AND RECEIPT Of FINAL WRITTEN APPROVAL, All MAINTENANCE MANUALS. G\IARANTEES AND OPERATING INSTRUCTIONS FOR AU. IRRIGATION EQUIPMENT SHALL BE PROVIDED AS WEil AS THE FOLLO'MNG EQUIPMENT. C 8 A) lWO (2) WRENCHES FOR REMOl'ING EACH DIFFERENT TYPE OF SPRINKLER HEAD. B) JWO (2) QUICK COUPLER KEYS 111TH GATE VAL"! AND HOSE Ell ASSEMBLIES. c) TWO (2) KEYS FOR OPENING AND LOCKING THE AUTOMATIC CONTROLLER/S AND THE CONTROLLER/$ ENCLOSURE. 10 X PIPE DIA. MIN. UPSTREAM FROM SENSOR 5 X PIPE DIA. IN, DOWNSTREA FROM SENSOR CD RECTANGULAR VALVE BOX (PURPLE) fj\ FLOW SENSOR (DO NOT CUT ADDITIONAL ilOL.ES INTO BOX) \!./ (SEE LEGEND) M\ FINISH SURf'ACE @ 3/8" PEA GRA',£\, SUMP l!:10 UNDER AND AROUND \61 V'PJ..1/E 801(. Fill TO TOP ._.. VALVE BOX HOLES. In CABLE FROM MASlER VALVE TO ® INSTALL F!LlER FABRIC AROUND GRAVEL '-':,/ CONTROLLER ASSEMBLY SUMP, © 1 1 /4• CONDUIT FROM MASlER VAi.VE arl, P\IC REDUCING BUSHING FOR REDUCTION IN PIPE ASSEMBLY 's.:1/ SIZE AT FLOW SENSOR ® CONNECT CABLE TO VAi.VE USIJ'IG WATER 'fl\ 4, DEGREE P\IC SCH, 40 SUP X SUP ~ (2 REQ.) TIGHT CONNECTORS (SE£ SPEC} l,LJ/ EXTEND PRESSURE SUPPLY LINE TO 18 DEPTH ® 1 1/4" SCH. 4P l\1RE CONDUIT 111TH SWEEP FOR 0,8lii8Il1MS1ER VALVE CABLE ,---------------------\1 CD SUP X SUP 4, DEGREE ELL (2 REQUIRED) @ 3/6" PEA GRAVEL SUMP IN UNDER, AND AROUND VAL VE BOX. FILL TO TOP OF VALVE BOX HOLES. rt\ USE 1 /2" PVC SCRAP TO WRAP 12" OF \::!,I ADDITlONAL WIRE BEFORE CONNECTING ,.-., CONNECT CABLE TO VALVE '-:!,/ USING WATER TIGHT CONNECTORS (SEE SPECS) ® MASTER VALVE (SEE LEGEND) ® FINISH SURFACE r-i\ RECTANGULAR VALVE BOX (PURPLE) \V (DO NOT CUT ADDITIONAL ilOLES INTO BOX) @ PVC SCH. 4Q MALE ADAPTER (2 REQUIRED) ® PRESSURt SUPPLY UN~ ALIGN WITH FLOW SENSOR ( SEE Pl.AN F01< SIZE) lfi1I INSTALL FILTER FABRIC '<:!/ AROUND GRAVEL SUMP. 111\ 1 1/4" SCH. 40 'MRE CONDUIT \!JI WllH Sv.uP FOR MASTER VALVE CABLE (TO FLOW SENSOR) MASTER VALVE -NORMALLY OPEN SCAI.E: N.T.S. ------------{1 -------<3 .;--------(4 ,,------~5 ,,------{6 ,-------17 I,\ STAINLESS ~lEEI. BACKFLOW ENCLOSURE A\ CoPPER THFq:ADED ELL I..V (SEE SPECS) \!.I (2 REQUIRED) M\ REDUCEQ PRESSURE BACKFLOW PRE.t:NTION @ 4" T'l1'E 'K' CoPPER NIPPLE \61 DE',1CE (SEE LEGEND FOR MODEi. AND SIZE) In ijRASS TH~EAOED RISER ® F1NISH SURf' ACE '-':,/ (LINE SIZE) © [mESJllJfER @ THREADED X SUP COUPLING ® SCHEDULE 'K' HARD COPPER PIPE FROM '111 PVC PRESSURE SUPPLY LINE. WA lER SOURCE l,LJ/ EXTEND AS SH0\11'1 ON PLAN ® 6" THICK CONCRETE PAD @ BRASS UNION 0 INSTALL PER CMWD sm. DWO. W-20. ii--,_. ___ "'---,-,,--,----,,---,-,_,, ::, ::, !€~ ----------{ 1 !! i-----j~~!!!~~.:-~S~~~~~~~~~~~~~~~~~~ ~ ~c+-t---"'----f·...:·:.-· _:.·.!.•·-· +'-• .o::,1. 10" (FOR 16" UNI ,::,f" 111' (FOR 2Z' UNIT} :i! z ::, ::, • • ., ~ --o• (FOR 16" UNI '-8" (FOR 22" UNI ,rn----lf ' Iii CD STAINLESS STEEL ENCLO~URE (STRONG BOX OR EQUAL) M\ GROUNDING RQR (INSTALL PER \61 MANUFACTURER S SPECIFICATIONS) rt\ WIRE CONDUIT AND SM:EP \::!,I FOR CONTROL AND COMMON WlRE ,.-., 1 1 / 4" PVC SCH. 40 CONDUIT AND SM:EP '-:!_I FROM MASTER VALVE AND FLOW SENSOR ® 1" PVC SCH. 40 CONDUIT AND Sv.uP FROM POWER SOURCE ® 3/4" PVC SCH. 40 SPARE CONDUIT AND SWEEP FOR FUTURE USE coNTROL ~Rts"o1-iL YI 12-16 STA. CONTROLLER=(1l 2" SLEEYl:: 24-32 STA. CONTROl..~~•(1,) J" SLEEVE 40 STA. CONTROLLER=121 2 SLEEVES r-i\ 8" THICK CONCRETE BASE, INSTALL \V 2" ABOYl:: FINISH GRADE @ 3 /8" PEA GRAVEL SUMP HI" DEEP FOR INSTALLATION Of' CONDUIT ® 1• PVC SCH40 CONDUIT FOR PHONE LINE AND SWEEP FROM SOURCE. lfi1\ AU TOMA TIC CONTROLLER Wlnt '<:!/ POWER SWITCH AND REct;PTACLE 111\ HUNTER MINI-CLIK (SG--MC) -MOUNT \!JI ON ENCLOSURE PER' MANUf. SPECS, BACKFLOW PREVENTION DEVICE -UP TP 2" 9 ~NJB,OLLER -ENCLOSURE NOTE: ALL CONDUITS INSTALLED SHALL SWEEP . IN THE DIRECTION Of' THEIR SOURCE. (SEE SPECS AND TRENCH DETAILS FOR DEPTH r,- CONDUIT.) SCALE: N.T.S. • The Cambridge Gron LANDSCAPE ARCHITECTURE 4310 Via Monclova, San Diego, CA 92122-5452 PHONE (858) 453-7117 FAX (858) 453-7117 .. ~ /f.llJUl\11 IRRIGATION LEGEND (EQUIPMENT) SYMBOL ~ ti) ~ (j ~ " ~ • 0 ~ @ le! l'i () EH ~ 9 ~ s -00- ® DESCRIPTION MANUFACTURER MODEL NUMBER POP-UP SPRAY HEAD RPJNBIRD 1812NP SAM-PRS-12F POP-UP SPRAY HEAD RPJNBIRD 1812NP SAM-PRS-12H POP-UP SPRAY HEAD RPJNBIRD 1812NP SAM-PRS-12Q POP-UP SPRAY HEAD RPJNBIRO 1812NP SAM-PRS-12VA!i POP-UP SPRAY HEAD RPJNBIRD 1812NP SAM-PRS-15SST POP-UP SPRAY HEAD RPJNBIRD 1812NP SAM-PRS-15EST POP-UP SPRAY HEAD RPJNBIRD 1812NP SAM-PRS-8F POP-UP SPRAY HEAD RPJNBIRD 1812NP SAM-PRS-SH POP-UP SPRAY HEAD RAINBIRD 1812NP SAM-PRS-BQ POP-UP SPRAY HEAD RPJNBIRD 1812NP SAM-PRS-BVA!i I·; POP-UP BUBBLER HEAD TORO 570Z-6P-FB-25-PC-E BUBBLER HEAD TORO FB-200-ADJ-PC-200-E AUTOMATIC CONTROLLER\S RAINMASTER RME24EG-SP SERIES-24 STATION R.P, BACKFLOW PREVENTER WILKINS 975XIS REMOTE CONTROL VALVE TORO P-220-27 SERIES W/ RW60-KIT BOOSTER PUMP BARRETT SEE SPEC'S SHEET 1 0 MASTER VLV. (NORM. OPEN) SUPERIOR 3100-RW-PRS BALL VALVE KING BROS, BTU EPOM SUP SERIES QUICK COUPLER NELSON 7645 W/ HOSE ELL & BALL VALVE FLOW SENSOR DATA INDUSTRIAL MODEL 226PV JR SENSOR RECYCLED WATER METER CLASS 315 PVC PRESSURE MAINLINE (PURPLE) PER ASThl-D2241 2" OR GREATER SCHEDULE 40 PVC PRESSURE MAINLINE (PURPLE) PER ASTM-02241 11/2" OR SMALLER SCHEDULE 40 PVC LAlERAL LINE (PURPLE) SCHEDULE 80 PVC SLEEVES (PURPLE) UNDER VEHICULAR PAVING SCHEDULE 40 PVC SLEEVES (PURPLE) UNDER PEDESTRIAN PAVING VALVE SEQUENCE GPM (MAXIMUM) VALVE SIZE PRESSURE RADIUS GPI.I 30 PSI 12' 2.60 30 PSI 12' 1.30 30 PSI 12' .65 30 PSI 12' 2.60-.75 30 PSI 4X30' 1.21 30 PSI 4X15" .61 3D PSI II' 1.04 3D PSI II' .52 3D PSI 8' .25 30 PSt 8' 1.70-.72 40 PSI N/A .25 40 PSI N/A 1.90 W/ HUNTER MINI-CUK (SG-MC) 2" W/ SALL VALVES & 'y' STRAINER SEE PLAN FOR SIZE 2• SIZE -VALVE STEM PURPLE LINE SIZE (21/2", 2" & 1 1/2j 1• SIZE 2" SIZE 2" SIZE SEE PLAN FOR SIZE SEE PLAN FOR SIZE SEE PLAN FOR SIZE 2X 0.0. SLEEVED PIPE/MIN. 4-• WIRE 2X 0.0. SLEEVED PIPE/MIN. 4" WIRE DITAIL/ SHT H/9 H/9 H/9 H/9 H/9 H/9 H/9 H/9 H/9 H/9 H/9 G/9 A/8 B/6 A/9 C/8 E/9 B/9 D/8 l,J,K/9 l,J,K/9 1/9 l,J,K/9 1,J,K/9 APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. 0 AS-BUILT l,A, __ _ EXP. ___ _ REVIEWED BY: INSPECTOR " DATE DATE I CITY OF CARLSBAD II SHEETS I t---t---t---------------1----1---+---l~--I Pl.ANNINO DEPARTMENT 14 i-----J--,------------------l---+--l----1----l lRAIQATJON LEGEND, DETALS ANO NOTES FOR: CARLSBAD RESEARCH CENTER LOTI ....__-+---t-------------+----1-----l----l----llAPP!.![J (.T.~1t ;.,., .• ~ I . PLANNING DATE . t--;;DA;;TE;;-r;;:;IN;;;;ITIAL~t-----------------+--OA-TE-+-l---l-OA-:1£--1-IN-ITI--IAL r,D~WiT.Nn8a,Yc=: :::_:_=:_=_::,;==::,:P::,:R;:OJ:;,E;:,C:T=N:::0~.==;;:D;RA~W:::IN=.G;:::N~O. ENGINEER rs woRI< REVISION DESCRIPTION ~~~DD 8 8yY •• : ---SOP 06-03 448-4L OTHER APPROVAL Ci1Y APPROVAL '"" ~ n.r.Tt,.IT TIJI.Tr. ""' ,,....,,.,, n7 , I T 2'----- 8 7}--------11 --------©---------i © SIDEWALK (D CURB @ MElER BOX W/ MElER © 1o' MINIMUM TO POTABLE MAINLINE IN STREET @ RECYCLED WATER IRRIGATION MAINLINE W/ SLEEVE @ 12• MINIMUM (D POT ASL£ SERVICE LINE @ APPROX. 8" NOTE: VERTICAL CLEARANCE or I 2" MINIMUM WHEN CROSSING A POTABL£ WATER LINE. INSTALL RECYCLED WATER IRRIGATION MAINLINE AT A DISTANCE BEHIND FACE Of" CURB TO MAINTAIN A MINIMUM 1o' HORIZONTAL DISTANCE FROM POTABL£ MAINLINE IN STREET. K POTABLE SERVICE MAINLINE CROSSING 9 SCALE:N. T.S. 2 0 Q) • NOTE: WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES CROSS, THE RECYCLED LINES SHALL BE INSTALLED BELOW THE POTABLE WATER LINE IN A SCHEDULE 40 PURPLE COLORED PVC SLEEVE. THE SLEEVE SHALL EXTEND 10 fEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 20 FEET. @ '------~2 -t------r~,----Q) © FINISH GRADE © • ALERTIJNE" PURPLE MAINLINE PRESSURE © 3• 111DE METALIC MARKER TAPE RECYCLED WA lER PIPE. @ @ "ALERll.lNE' PURPLE LATERAL NON-PRESSURE POTABLE WA lER LINE RECYCLED WATER PIPE FROM IRRIGATION HEAD © 12' MINIMUM CLEARANCE -TYPICAL TO IRRIGATION HEAD. \\I-IENEVER THE LINES CROSS Q) THE POTABLE PIPE. NO SLEEVE IS REQUIRED. RECYCLED PRESSURE MAINLINE & SLEEVE CD RECYCLED/POTABLE WATER PIPE 9 SCALE: N. T.S. MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS: 1. 38" FOR MAINLINE, LATERAL LINE AND CONlROI. 111RING ALONG SIDE or MAINLINE IN SLEEVES UNDER \-1:HICULAR PA \IING 2. 24' FOR MAINLINE AND LATERAL LINE IN SLEEVES UNDER PEDESTRIAN PA \IING 3. 18" FOR MAINLINE AND CONlROI. \\1RING ALONG SIDE or MAINLINE IN PLANTING AREAS. 4. 12' FOR RIGID PVC AND NON-PRESSURE LATERAL LINE IN PLANT- ING AREAS B CD C C C C ® FINISH GRADE CONTROL 'MRES -SEE SPECS. @ CLEAN COMPACTED BACKFILL <D PRESSURE MAINLINE -SEE SPECS. @ 3• 111DE RW ID TAPE © PROVIDE SAND BED PER CITY or (9 LATERAL LINES -SEE SPECS. CARLSBAD STANDARDS. © ® UNDISTURBED SOIL lRACER 'MRE DIMENSION: A B C 1(2 TO 2 1/2' IN SIZE HI" 12" s· 3 TO 6" IN SIZE 24" 5• NOTE: PRESSURE MAINLINE SHALL BE INSTALLED ON A 6" SAND BED AND COVERED BY 6" OF SAND PRIOR TO ANY OTHER BACKFILL MATERIAL. CD ~~~)~STALLATION • i •• • . " · .. (D PLASTIC MPR NOZZLE (SEE LEGEND) f'>\ fLUSH IN LAWN AREAS, \!;I ';e' IN SHRUB AREAS @ FINISH GRADE 4 5 ® 1/2" S'MNG ASSEMBLY ® PVC SCH. 40 TEE OR ELL A\ PVC LATERAL PIPE \!.I (SEE SPECS FOR DEPTH) IA\ POP-UP SPRAY SPRINKLER/BUBBLER \V (SEE LEGEND) EB ~N.T.~p SPRA y /BUBBLER HEAD 0 Cb o ~o 00.0fJ 'o (D T~ OF BUBBLER SHALL BE 1 BELOW PVC TOP CAP f'>\ NOS 4• ATRIUM DRAIN GRATE \61 (GRA'I'.) @FINISH GRADE IA\ BUBBLER I.:!,/ SCH. 80 NIPPLE oOO 0 j 00f ~oa (J) SCH. 80 NIPPLE @ SCH. 40 PVC THREADED ELBOW ® NDS 4" PERFORATED PVC DRAIN PIPE @ FlLL PIPE 111TH 3/4' PEA GRAVEL @ LA TERM. LINE PER SPECIFICATIONS <D) SCH. 40 PVC CAP 3 X 1/4" HOLES -"'ll TUBE DEPTH BELOW ROOT BALL 1'-0' ® 1/2" S X T PVC COUPLER IJ..9 (SEE PLANTING DETAIL FOR BALL HOLE DEPTH) CD ~~~T.S.ROOT TREE WATERING P22222222&2&2&2\22212:2&122111//12<11//11&2/2/22&//J (3) '---I \ I -© 0 @ © STIIEET SURF ACE © 12" MINIMUII REQUIRED \1£RTICAI. © 3.5 FEET SEPARATION @ RECYCLID WATER IRRIGATION E 9 (D 10" ROUND VAf.VE BOX (PURPLE) (DD NDT CUT ADDITIONAL HOLES INTO BOX) @ FINISH SURFACE (v, TRUE UNION BALL VALVE \c:!,/ (SEE SPECS) I,\ SUP X MIPT SCH 40. PVC ADAPTER \:!,I (2 REQUIRED) ® 3/8" PEA GRAVEL SUMP IN UNDER~ AND AROUND VAL¥£. BOX. FILL Tu TOP OF VALVE BOX HOLES. ® INSTALL FILTER FABRIC AROUND GRA I/EL SUMP. r-i', PRESSURE SUPPLY LINE \!.I (REFER TO PLAN FOR SIZE) ® SLIP X SUP 45 DEGREE ELL ( 4 REQUIRED) BALL VALVE -ISOLATION UP TO 21 2" SCALE: N. T.S. (D 10" PLASTIC BOX W/ LOCKING LID '5' PRESSURE SUPPLY LINE EXTENDED PURPLE \c:!,/ TO MANIFOLDS @ ~u~H i~Rtfa"'k1i"5• ® ~~~P~lR}~ i5J'lfo~Nol~~E~ i~ ~~~~ (v, FINISH GRADE /'j\ INSTALL FILTER FABRIC 'c:V \!.I AROUND GRAVEL SUI.IP. IA\ TRUE UNION BAf.L VAL 'IE \,V (SEE SPECS) NOTE: ALL QUICK COUPLER MANIFOLD BALL VAL I/ES SHALL BE MINIMUM 11/2". 1'-6" 1'-6" 1'-6" 1'-6" 1·-s· CD PRESSURE SUPPLY LINE (SEE PLAN FOR SIZE) @ BAf.L VAf.1/ES (SEE SPECIFICATIONS AND DETAIL 1-9) ® QUICK COUPLER (SEE LEGEND AND DETAIL 1-5) @ HEAT BRAND ALL VALVE BOXES @ REMOTE CONTROL VAf.VE (SEE LEGEND) (L\ MANIFOLD PRESSURE SUPPLY LINE \::!.I LOCATED UNDERNEATH VALVE BOXES (REFER TO PLAN FOR SIZES) NOTE: NO MORE THAN 3 REMOTE CONTROL VALi/ES ARE TO BE INSTALLED PER MANIFOLD. EACH MANIFOLD SHALL HAVE A MAXIMUM OF 15' SEPARATION. ALL MANIFOLDS ARE TO BE INSTALLED IN NON TURF PLANTER AREAS. u, jE ~ ~ ~ l'l ~ (D 1 o• PLASTIC BOX W/ LOCKING LID PURPLE f'>\ !l2 USNH IN LAWN AREAS. \!;I I SHRUB AREAS (v, 1" PVC SCH, 40 \c:!,/ IRRIGATION MAIN LINE 7 8 • .., ® 1 CU. FT. CONCRETE FOOTING A\ QUICK COUPLING VAf.VE \!.I (SEE SPECS.) @ FINISH GRADE 9 l IA\ PVC SCH. 80 SXT ADAPTER ® 3/8" PEA GRAVEL SUMP IN,__UNDER.._ AND AROUND \V VALVE BOX. FILL TO TOP '-'" VALvt. BOX HOLES, ® BRASS NIPPLES AND RISERS (TYP.) ~ INSTAf.L FILTER FABRIC LENGTH AS REQUIRED \!.::fl AROUND GRAVEL SUMP. NOTE: QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER. CD ~~~~s. COUPLING VALVE z 'i • (D RECTANGULAR VALVE BOX W/ LOCKING LID-P~RPLE. FLUSlf IN LAWN AREAS 2 SHRUB AREAS @ID TAG (v, WATER PROOF CONNECTION \c:!,/ (I OF 2) IA\ 30' LINEAR LENGTH OF \:!I \\IRE, COILED @ FINISH GRADE/TOP OF MULCH ® REMOTE CONTROL VALVE, USE BOTTOM INLET (SEE LEGEND) r-i', PVC SCH. 4Q MALE ADAPTER \!.I (2 REQUIRED) @ PVC SCH. 40 TEE OR ELL (J)~~2IE CONTROL VALVE APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUQING PRECISE LOCATION OF PLANTING AREAS, ® PVC MAINLINE PIPE (SEE PLAN FOR SIZE) @ SCH. 80 SUP UNION <D) PVC LATERAL PIPE "'11 INSTALL FILTER FABRIC ~ AROUND GRAVEL SUMP, 0 3/8" PEA GRA I/EL SUMP IN, UNDER, 'J.:i/ AND AROUND VAf.VE BOX. FILL TO TOP OF VALVE BOX HOLES. if1} HARDSCAPE OR MAINTAINED EDGE NOTE: DO NOT CUT ADDITIONAL HOLES IN VAL\/E BOX. "AS-BUILT " L.A. __ _ EXP. ___ _ REVIEWED BY: DATE i ! ' : : i • I : I . I I NOTE: @ POTABLE SER\1C£ LINE (SEE IMPROVEMENT DRAl\lNGS) MAINLINE W/ SllEl'E ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED IN: 'STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SY$TEMS' CARLSBAD RECI.AMA TION RULES AND REGULA TUIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS' OCTOBER 1993. CD ~~J.f.~LD CONFIGURATION c====➔====l========================~====~==~=i~===:i====:i====:.irr:;;;::;;;:;;;:~l~N~SP~E~C~TO~R~:::::::=============~DA~J~E=~ i--' -t---+----------1---1---l--l---J ~1 CI. TY OF CARLSBAD 11. SHEETS I ~ . Pl.ANNING DEPARTMENT . 14 CD ~~T~LE MAINLINE CROSSING The Cambridge Gron LANDSCAPE ARCHITECTURE \ 4310 Via Monclova, San Diego, CA 92122-5452 "' PHONE' (85B) 453-7117 FAX (85B) 453-7117 W/////llfll!li\\\11~ OATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION INITlAL ' OTH'JR APPROVAL DA1E INITlAL Cl1Y APPROVAL IRAIGATION DET AL8 F-OA: CARLSBAD RESEARCH CENTER DWN BY: __ _ CHl<D BY: __ RVWD BY: I.OJI PROJECT NO. SOP 06-0J DRAWING NO. 448-4L . ' DOH,rT rlAT~, (\A l':J'=!J n7'1 -r·-, , m11I I. I • ' ' ' . (•e,, 1. CLOSE-COUPLED CENTRIFUGAL PLMP, CAST IRON BRONZE FITTED, 2. Nici.IA 4X SIMPLEX CONTROL PANEL FOR AUTOMATIC OPERATION. 3. BRONZE 1/4 TURN BALL VALVE 4. BRONZE NON-ADJUSTABLE FLOW SWITCH. 5. _g_ INCH TYPE 'l" COPPER. 6. BRONZE UNION AOAPTER. T. PRESSURE GAUGE, UQU!D DAMPENED. a W.ARII£ GRADE ALUMINUM ENCLOSURE. HINGED TOP. 9. STRUCTURAL ALUMINUM llASEPLATo. 10. BRASS PIPE, DOUBLE WRAPPED WITH PVC PIPE WRAP 11. BRASS 90 DEG. ELBOW. 12. PVC SCHEDULE 60 MALE ADAPTER. 13. CONCRETE THRUST BLOCKS JE. CUBIC FEET MINIMUM. 14 • ..i_ INCH THICK CONCRETE P,\ll, ASTM C-94, ACI STD 318-83 MIX, 2500 PSI RATED 15. MAIN POWER CONDUIT. 16. IRRIGATION CONTROLLER SIGNAL CONDUIT. SIZE PWG NO. ,cv BARRETT ENGINEERED PUMPS ~,-------'----"~ d Research Par Lot 1 4 21/07 SHEEf BARRETT Engineered Pumps SPECIALISTS IN PUMPS AND PUMPING SYSTEMS P.O. Bos lJlJO S11nDiego CA92170-3130 1695 National A"'-$an Diego CA 92113 Pho11t (61') 132-7867 / FAX (61~ 2Jl-3029 PROJECT: CARLSBAD RESEARCH CENTER LOT 1 SYSTEM DESIGN PARAMETERS BEPGA6-3-2-2 4~GPM I ~!!~~cs' s~·.tem~?del Numhlll' SVEtcm Dcoi=Fl~I\ Rwl.ll 35 PSI 2J0VAC Miuimum Suction Pre::.~ S'-""~m Eloctrica.l Vo""•& 30GA6--J.25 49GPM Pu · Model Number l'IDTTT cft-ftn ... , 'GP~n 3 HP 13500 RPM 18 A.',IPS P··--· Hwi.e-oww Pum" RPM 5.,.,,..,.. Full Laad.'\.m--~H BOOSTER PUMP ASSEMBt. Y April 20, 2007 ,~-I:~~~-, ... 1Pa>I.SE60HZ ,.., ·st.cm EltWical Ph~t illld Fn:,.,m -· 120 FRET Pw1•~ Tot.II Head=~..,~ 1.1 Simple,< water pressure booster system as desiQned and fabricated Of Barrett Engineered Pumps. The s~stem shall be p. completely prefabricated system with plSllp, piping, i;alectrical and structural element&. 1 2 Pc,np ;hall Ile: 1.2.1 Single stage end suction close coupled ceririfugal. cast iron bronze fittect constructlo~ equipped with mechanicOO shaft seal, back pullout design. Impeller shall be tt-ireaded directly to the end of the shaft Pump shaft shall be stainless steel with no sleeve. PUmp shall be directly coupled to a C-face electric motor, 1.3 El~ctrid motor shall be of the squirrel cage induction type suitable for full voltage starting. Motor shaH be ODP to aid in cooling. Electric motor shall be rated for continuoue service. The motor shall have horsepower ratings such that the motor wiN carry the maximum possible load to be developed wider the designed pumping conditions and not overload the rrotor beyond the nameplate rating of the motor. Motor shall have a 1.15 service factor. The motor shal cortorm to the latest NEMA Standard$ for motor design and constrtJctlon. 1.4 Pump Control Panel shall have a NEMA 4X plain front nan-metallic enclosura with padlock latches. Includes powar and control resetable thermal circuit breakers, heavy duty magnetic starter with acfustable overload protection, Hand-Off"Aul.o switch to seleot mode or operation, and heavy duty numbered terminal stri,:s for power and control wirlng lead termination&. 1.5 Metal oxide varistor protected pump start relay{s) incorporated In panel to start pump with signal from each Irrigation controller. 1.6 All system piping shall be type Ill." copper. All fittings shall be copper or brass, with unions or flangea to anow ror system disassembly cw major componenl removal. System shall Incorporate an integral full pipe si;2:e Dypass fine with isolation valve to allow fc,r pump removal and repai" without disrupting water supply to system. 1.7 Isolation valves shall be all brass quarter turn ball valve& with hard chrome ball on lines 2~ and Jes&. Isolation valvee shall be lug style butterfly valves with Buna-N elastcmeric seats. ductile iron nickel coated diso, and stainless steel stem with handle and 10 posltlori gi:llvanized memory plate on linee 2~" and greater. 1.8 Gauges shall be 2~~ diameter fac19i glycerin filled with stainless casing and brass internal&. BARRETT Engineered Pumps SPECIALISTS IN PUMPS AND PUMPING SYSTEMS r.O. Jka 13130 San Dif-go CA 92170-3130 1695 Nallonal Ave. San Diego CA 92113 Pbo1tt (61?) 232-7867 / FAX (619) 23:Z-JIJ29 1 ,g Flow activated paddle style magnetically coupled flow switch, sensitive to flows as low a& 1 fps. mounted on plplng and interconnected to tirne delay relay to shut down pump on no-flow conditions, time delay relay adjustable from Oto 5 minutee. 1.10 Pump system shall be mounted on a structural aluminum skid with mounting flanges cm rrom: and back to al!ow for mounting of skid ta concrete pad. Skid equipped with pipe support on suction and discharge piping. All nuts and bolts and washers to be heavy zinc coated ste~I on skid and piping. Skid shall include mounting hardware for integral aluminum enclosure. 1.11 Toe system enclosure shall be vandal and weather resistant, marine grade aluminum alloy 5052-H32 construction with rectangular pu~hoLil:s for viewing and heat dissipation. The enclosure shall be low profi111 hingetl top design with padlock provisioo. The cover shall be secured to the concrete pad with stainless steel hardware. 1.12 Pump AssemblV shall inDlude the following option(s): o none 1.13 The services of a factory representative or tralnecl service profes~onal shall be made available on the job site ta check installation and perform Lhe startup and instruot operating personnel. A startup report containing voltage and amperage readings, suction and discharge pressure readings. estlmated flow condltlo119i and general operaUng characteristics shall be submitted to the owner. 1.14 FoiJ sets of opera ling and rnaintenance manuals shall be provided to the owner after startup and shall include parts manuals for major components, performance curve for purnp, general sequence of operation, and electrical schematic for control panel. T!'PICAL CONTROLLER STATIOHI TO VALIJ[S ldlNI-CLIK VALVE. COMt.lON(S) WIRING DIAGRAM 0 [jl N01ES: INSTALL MINI-CUK RAIN SIIHCH ON CONTROLL£R ENCLOSURE CONNECT TO fXJNTROlLER AS SHO\\M. ON ROCJ' IN VANDAL RESISTANT ENCLOSURE (SG-MC) INSTALLATION OPTIONS @ ~~~.r.~WITCH INSTALLATION The Cambridge Group LANDSCAPE ARCHITECTURE i 4310 Via Monclova, San Diego, CA 92122-5452 PHONE (858) 453-7117 FAX (858) 453-7117 • wi111n11111m1 DAM INITIAL ENGINEER OF WORK REVISION DESCRIPTION 18" •· CD 18' X 18° SIZE .032 ALUMINUM SIGN @ 2" DIA. GALVANIZED STEEL POST r-i\ EXPANSION JOINT l.::V WITH SEALANT, TYP. © PA'IING ~-7 @SUB-SASE b I 'N ® CONCRETE. FOOTING 10" DIAMETER 0 FINISH GRADE NOTE: ATTACH SIGN WITH TWO (2) STAINLESS STEEL (VANDAL PROOF) BOLTS AND WASHERS. B RECYCLED WATER IRRIGA llON ADVISORY SIGN 10 SCALE: N.T.S. ~r~t;t~_;·i; ~ -~ ~~~ 1 2 ..:-•,:1;.•;.. ti;[; ":; ·-·· . ·irt; .. . .. . ,, ;/!I!·:-'·. ... ff;) ,;_~ :,,; ;.,,•~, CD EXISTING SUBGRADE r,,'\ ijACKFILL Mt, TERIAL ~ (SEE SPECS) © FITTING AS REQUIRED @ PVC BELL REDUCER AS REQUIRED ri'I CONCRETE "{HRUST BLOCKS \::V (SEE SPECS) GD ~~~ETE THRUST BLOCKS APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT LA ___ _ EXP, ___ _ REVIEWED BY: INSPECTOR ,, DATE DATE ~1 CITY OF CARLSBAD I LE_j Pt.ANNING DEPARTMEt-rr SHEETS 14 DAM INITIAL DAM INITIAL OTHER APPROVAL CITY APPROVAL IARIGA TION DET ALS FOR: CARLSBAD RESEARCH CENTER OWN BY: __ _ CHKD BY: __ _ RVWD BY: LOTI PROJECT NO. SOP 06-03 DRAWING NO. 448-4l ' ' . i . I . I -- ~ ---·ffioPEITTY AJESTIS, EAUTY' 7IT'fi::..A ERN M NOUA--.,L,,,~~---1_.,,, .,/,-.,/ ~s ~..i.-=. , .,/ 1/".,/ PROPER LINE-TY i I I I I I / ./ 7-TIPUANA TIPU-h 4• BOX-TIPU TREE ALL DISTURBED AREAS BEYOND LIMITS OF PLANTING AND IRRIGATION AS INDICATED ON PLANS, SHALL RECEIVE ORIGINAL PLANTING AS SPECIFIED ON DRAWINGS 418-6L. I LINE-TYP. ..__~__:::;::::_ 4-CUPRESSUS S · MPERVIRENS 24" BOX-ITALIA CYPRESS "' "' "' '> / A. SR 7 / / "' / / " r' / " I I I I I I I I 1 I I I • I I • I I I I SR T I 3 I I • FOR PLANTING LEGEND, DETAILS AND NOTES, SEE SHEETS 13/14 --.. 0 10' ,-... 40' I 60' I 5' 20' SCALE 1• • 20' (1 • 20) NORTH Tho Cambridge Gron i LANDSCAPE ARCHITECTURE \ c,,. 3 07 4310 Via Monclova, San Diego, CA 92122-5452 \ ,9, PHONE (858) 453--7117 FAX (858) 453-7117 '%(,)' 'lf!l!Jl//m11u111111~1'~ ♦ ,•1 ~ i---1 :1------il __ __, ,,_--,L- ~ 1•--~ 1\ I • I • \ '~, \ / oL.oR CAMPHORA E \ \ \10,\_ ~\\ \ \ \ \ \ \ \ \ \ I I If--.--PROPERTY UNE-TYP. ~ I KEY MAP N.T.S. ········~ w ... ····· GROUND COVER LEGEND SYMBOL BOTANICAL/COMMON NAME SIZE REMARKS ~ VINCA MAJOR ROOTED 12· o.c . PERRYWINKLE CUTTINGS filill] ROSMARINUS OFFICINALIS 'PROSTRATUS' ROOTED 12· o.c. PROSTRATE ROSEMARY CUTTINGS t ·~"'h•f~ "g(~ •;,.9 .-.'" of JJ, 4" OF 'ARIZONA RIVER ROCK' COBBLE 4"-6" DIA. OVER LANDSCAPE •j.O ~ •.& FABRIC NOTE: MAXIMUM 1 • DIA. IN SERVICE AREAS Of ELEC. TRANSFORMERS AS WELL AS ACCESS AREAS TO IRRIGATION CONTROLLER. GROUND COVER -SMALL AREAS (SEE PLANT LIST) ~ lYPE SEE PL'NT LIST SEE PL'NT LIST APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT '' LA __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR , DATE i-----t-----t-----------+--1---1----l----lfSHillll CITY OF CARLSBAD II SHEETS I ! LJ!_j . PWINING DEPARTMENT . 14 PLANTINQ PLAN FOR: CARLSBAD RESEARCH CENTER LOT! ' 'APP~~\ 4-~\~ "'' 't1·£b I PLANNING DATE OAT£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INfllAL DWN B : PROJECT NO. DRAWING NO. DAlE INITlAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWO BY: SOP 06-0J . 448-4L ' ' ' ;-,--+-1: 7 I ! · · I . I r.11·, ;, OLllillJ___ . -l ~;-~ ·.i-~ ' ;.'.' r-----~-------------------------------~----------------------------------------------------------l~'!,• f 2-CINNAMOMUM CA PHO A 24" BOX-CAMPHOR TREE ' ' -■-••·,······r····. ········- • 0 • I I I I 1--- 1 __ - I L:7 I Ir-_ PROPERTY I I UNE-TYP. I I i I 1V 1 I I I I 3-MAfOUA G. 'MAJdSTIC BEAUTY' LJ!I'--"'....-• -B1X-SOUTHERN ~ \ I ,~, . \ \ ---r-1~ "f:'t-'ii.'-1 \ ~~ \ \ \ \ \ \ \ \ NOTE: FOR CLARITY, GROUND COVER NOT SHOWN UNDER TREE AND SHRUB PLANTING. ALL PLANTING AREAS SHALL RECEIVE GROUND COVER PER THE ADJACENT GROUND COVER SYMBOL OR CALL-OUT. \ \ '~ ALL DISTURBED AREAS BEYOND LIMITS OF PLANTING AND IRRIGATION AS INDICATED ON PLANS, SHALL RECEIVE ORIGINAL PLANTING AS SPECIFIED ON DRAWINGS 418-6L. FOR PLANTING LEGEND, DETAILS AND NOTES, SEE SHEETS 13/14 ----------------- "'....;;;;~ -----;::,:._-------------;;;----'------1-----~ EXISTIN(> -3-QUERCUS A~OUA NTIN(> 24" BOX-COASt UI/E OAK 10-CINNAMOMU~ CAMPHO --+-~•. OX-CAMP RA TREE ----1 I I I I I I 1- KEY MAP N.T,S . j Ii I I UJ I I => I z UJ I > I <( 'If -c -• ~ /I, SR 15 ...J <( (./') -.,,-=~...:;;;;_;;;;~E=::=;i,NoTE: x1STtNG PLANTING PER DRAWING 18-BL PRESERVE AND PROTECT NECESSARY DURING CONSTRUCTION • MPORARY IRRIGATION MAY BE REQUIRi. j HOULD ANY PLANTING BE LOST DURIN .----+------9-CINNAMOMUM CAMPHORA 24" BOX-CAMPHORA TREE I I ' I I I- I ONSTRUCTION, REPLACE IN KIND. r-----+r1 SIGH LINE I I I - I I I I I I ' L l ' I .J GROUND COVER LEGEND SYMBOL BOTANICAL/COMMON NAME SIZE REMARKS ~ VINCA MAJOR ROOTED 12· o.c. PERRYWINKLE CUTTINGS filill] ROSMARINUS OfflCINALIS 'PROSTRATUS' ROOTED 12· o.c. PROSTRATE ROSEMARY CUTTINGS ',~;~;~ ~-..--'>o}t ;;. 4" OF 'ARIZONA RIVER ROCK' COBBLE 4"-6" DIA. OVER LANDSCAPE ·lie-' ·A FABRIC NOTE: MAXIMUM 1" DIA. IN SERVICE AREAS OF ELEC. TRANSFORMERS AS WELL AS ACCESS AREAS TO IRRIGATION CONTROLLER. GROUND COVER -SMALL AREAS {SEE PLANT LIST) ~TYPE APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. SEE PL'NT SEE PL'NT LIST LIST "AS-BUILT " LA __ _ EXP, ___ _ REVIEWED BY: DATE INSPECTOR DATE 0 10' ~ 40' I 60' I fsHITFll CITY OF CARLSBADl[SHECTSI ~====i===~===========================jt===j====t====t==j L:!!_j . Pl.ANNING DEPARThlENT _ 14 5 20' PLANl1NQ PLAN FOfli SCALE 1• ~ 20' (11 20) NORTH CARLSBAD RESEARCH CENTER U>TI Tho Cambridge Gron lli DE LACY ,; LANDSCAPE ARCHITECTURE ~ R.l.A. l836 J ~ Exp~1 0/7 ~ 4310 Via Monclova, San Diego, CA 92122-5452 ~<!>i PHONE (858) 453-7117 FAX (858) 453-7117 ~J,' · . ~11h111111wm1\\\\I DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION IAPPtOVj ( fl. £1\-::tl ~ •2-\ ·e-!=>I :PLAN~;G •• DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: SOP 06-0J 448-4L OTHER APPROVAi. CITY APPROVAL RVWD BY: nnT .. ,....-...,,.,.....,. ' ' l [' Ill ' ,_ !:, ~ f,:;. tis ~ ;)!' ~ f.i !J ~ ~ il f,! I! , (' ' i ' i, ' ' I -· ~ •:· r : ·: : 1,i ,.: ; r, ,: , 1,·~.: ~ j I : i' I' PLANTING SPECIFICATIONS: 1. AU. PLANTING MATERIALS AND PROCEDURES SHAU. CONFORM TO lHE CllY CF CARLS13AD 'LANDSCAPE MANUAL, POLIOES AND REQUIREMENlS. 2. PRIOR TO Pl.ANTING, lHE IRRIGATION SYSTEM SHALL BE FUU.Y OPERATIONAL J. LANDSCAPE CONTIRACTOR SHAil. REMO\£ All. EXISTING 'IEGETATION, TRASH, CUPPING5, ROCK AND OlHER DEBRIS FROM ALL Pl.ANTING AREAS ON TIHE SITIE AND DISPOSE OF IT AT AN APPRO'IED DISPOSAi. AREA. CONTRACTOR SHAil. ALSO BE RESPONSIBLE FOR 11£ PROTECTION AND CONTINUED MAINTENANCE (lf All. EXISTING 'IEGETATION DESIGNATIED TO REMAIN, INCLUDING NECESSAIRY MOOIFICA TION AND MAINTENANCE CF TIHE EXISTING IRRICA TION SYSTEM. 4. LANDSCAPE CONTIRACTOR SHALL IIE RESPONSIBLE FOR INSTALLATION (lf All LANDSCAPE DRAINS NOT INDICATIED ON lHE GRADING PLANS, PREPAIRED BY lHE ENGINEER (lf WORI(, ANO TO SEI lHAT All. DRAIN PIPE SHALL SLOPE AT A UINIMUM Of ONE (1) PERCENT. lHE AREA IMUEDIAffiY SURROUNDING All CATCH BASINS SPEaFIED BY lHE LANDSCAPE ARCHITIECT SHALL BE SIX (6) INCHES LOWER THAN SURROUNDING GRADE TD FACILITATIE DRAINAGE. lliESE DRAINS ARE FOR THE REMOVAL Of EXCESSIVE IRRIGATION \'/ATER ONLY. A SllE/ROOF DRAINAGE Si'Sru.t IS lHE RESPONSIBILllY OF lliE ENGINEER (lf WORK TO HANDLE AND REMOVE All STORM WATER ACCUMULATION FROM 1HE ROOFS ANO All. OTIHER AREAS (lf lHE SITE. IN ADDITION TO 11£ LANDSCAPE DRAINS, CURBS SHALL BE CORE DRILLED TO A MINIMUM TWO (2) INCH DIAMETER IIHERE INIJfCATIED ON lHE Pl.AN. CORE DRILLED HOLIS SHALL BE BAa<ED 1111H A MINIMUM (f ONE (1) CUll!C FOOT (lf 3/~• DIAMETER CRUSHED GRAia PROTECTIED FROM -------------- SEPIMENTA TION BY LANDSCAPE FABRIC AND COVERED 111TH lHE SPECIFIED GROUND COVER MATERIAL 5. LANDSCAPE CONTRACTOR SHALL RAKE ANO FlNE GRADE All AREAS TO BE PLANTIED PRIOR TO 1HE COMMENCEMENT Of PLANTING OPERATIONS. LANDSCAPE CONTRACTOR IS RESPONSIBI! FOR TIHE FlNISH GRADING Of lHE SITE. SITIE SHALL BE RECEl'IED AT PWS OR MINUS ONE (1) INCH 111TIH lHE EXCEPTION (lf LANDSCAPE MOUNDS AND 1HOS£ FEW AREAS MODIFIED ON lHE LANDSCAPE GRADING/DRAINAGE Pl.AN. LANDSCAPE CONTRACTOR SHALL CDORDINA TE 111TH lHE OWNER/DEVELOPER'S SUPERINTENDENT Ai.D LANDSCAPE AIRCHITECT REGAIRDING FINAL APPROVAL (lf GRADES. EVERY EFFORT SHOULD BE MADE TO CONSTRUCT LANDSCAPE MOUNDS FROM ON-SITIE SllfL SO THAT IMPORTATION CF SOL IS UNNECESSAIRY. If IMPORTATION Of ADDITIONAL SCI. FOR Pl.ANTING AREAS IS NECESSARY, IMPORTIED SOIL IS TO BE CLASS 'A' TOPSOIL A SAMPLE SHALL BE PRESENTED TO lHE LANDSCAPE AIRCHITECT FOR APPROVAL 11. All. NEW PLANTING AREAS AND SLOPES ARE TO BE l'/A TERED FOR FIFTEEN (15) DAYS PRIOR TO HERBICIDE APPUCA TION. "ROUND-UP" HERBICIDE TO BE SPRA YEO ON WEEDS PER MANI.If ACTURER'S DIRECTIONS. REPEAT APPLICATIONS MAY BE NECESSARY DEPENDING UPON WEED GROWlH. PLANTING TO COMENCE TWEL'IE (12) DAYS AFTER LAST APPLICATION. 7. AU. Pl.ANTING AIREAS SHAU. BE SCAIRIFIED (RIPPED) TO A DEPTIH OF TWELYE (12) INCHES BELOW GRADE IN TWO (2) DIRECTIONS, All FURTIHER DEBRIS AND Nt\11.Y REVEALED ROCKS LARGER lHAN TWO (2) INCHES IN DIAMETER SHAil. llE REMO'/Ell FROM THE SITE. II. All. PLANTING AREAS NOT EXCEEDING A 3;1 SLOPE SHAil RECEl'Aa lHE FOLLOVllNG AMENDMENTS PER 1000 SQ. n. AND SHAil. llE lHORDUGHL Y Cll. TIVA TIED IN TWO (2) DIRECTIONS INTO THE TOP EIGHT (8) INCHES OF SOIL A) 4 CU. YAIRD (lf NITROGEN STABILIZED WOOD SHA\lNGS. B) 200 UBS. AGRICULTURAL GYPSUM FOU.O\\ING TIHE INCORPORATION CF THE ABOVE AMENDMENTs, RAKE INTO THE TOP ONE (1) INCH (lf SOIL, lHREE (3) POUNDS (lf "TIERRA-SORB" PER 1000 SQ. FT. 9. PRIOR TD lHE INCORPORATION (lf FERTILIZE~ All. PLANTING AREAS AIRE TO llE TIHOROUGHLY WATERED IN A MANNER TIHAT \\Ill PASS A MINIMUM OF TWEL'Aa (12) INCHES OF WATER TIJROUGN lHE SURFACE SOIL ZOl'E. TIHIS PROCEDURE IS CALLED UEACIIING Ai.D ONLY ',lljEN COMPLETIED AND SOLUABI! SALTS ARE ADEQUATELY LOW SHAil. lHE FOLLO\\ING FERTILIZER IIE APPLIED PER 1000 SQ. FT. AND BE TIHOROUGHLY CULTIVA TIED INTO TIHE TOP EIGHT (8) INCHES (lf SOIL A) 25 LBS. PRO-GREEN ~15-16 10. FOR EACH CUBIC YARD OF BACKFlll CONSISTING (lf 60" LEACHED ON-SITIE SOIL AND 40ll NllROGEN STABILIZED WOOD SHA\1NG5, lHE FOLLOVllNG AMENDMENTS SHALL llE INCORPORATED: A) 1 LB. AGRIFORM SLOW RELEASE FERTILIZER \2-12-12 B) 2 LBS. IRON SULFATIE C) 1 LB. SOIL SULPHUR NOTE: mE ABOVE SOIL AMENDMENTS IN ITEMS EIGHT (at NINE (9) AND TEN (10) ARE SPECIFIED FOR BIDDING PURPOSES ONLY. A MINIMUM OF lliREE (3) SOIL SAMPLES SHAil. llE TAKEN FROM VARIOUS POINTS IN 11£ PLANTING AREAS AND ANALYlEO AT AN APPROVED SOIL TESTING LABORATORY. A REPORT (lf m□R FINDINGS, TO INOLUDE AMENDMENT RECOMMENDATIONS FOR TREE AND SHRUB BACKFILL AND GROUND COVER AREAS SHALL llE PRO\IIDED TO lliE LANDSCAPE ARCHITECT AND CllY (f CARLSBAD FOR RE\IIEW AND APPROVAL PRIOR TO lHE STAIRT OF CONSlRUCTION. UPON APPROVAL, RECOMMENDATIONS SHALL BECOME A PAIRT OF TI1E APPRO'IED PLANS. ADDITIDNAIJ.Y, A PERCOLATION TIEST SHAil. BE CONDUCTED TO OCTIERMINE IF DRIJNAGE CHIMNEYS AIRE REQUIRED. D) Pl.ANTING TABLETS 2D-1D-5 2-21 GRAM TABLETS PER 1 GAil.ON CONTAINER J-21 GRAM TABLETS PER 5 GAU.ON CONTAINER 4-21 GRAM TABLETS PER 15 GAU.ON CONTAINER 1-21 GRAM TABLET PER 4• (f BOK SIZE E) "TERRA-SORB' 1 TBS PER FOOT (lf TREE HEIGHT 1 TSP PER GALLON SIZE OF SHRUB CONTAINER 11. All TREES SHALL BE PI.ANTIED OUTSIDE lliE PUBLIC RIGHT-(lf-WAY UNDER TI1E FOLLO\\!NG CONDITIONS: A) 10'-II" AWAY FROM TRAFFIC SIGNS (STOP SIGNS) B) 5'-11" AWAY FROM UNDERGOUND UTILilY LINES C) 10'-11" AWAY FROM ABDI£ GROUND UTIUlY STRUCTURES D) 10'-II" AWAY FROM DRIVEWAYS {ENTRIES) E) 25'-11" AWAY FROM INTERSECTIONS (INTERSECTING CURB LINES CF TWO SlREElS) SHOULD IT BE NEOESSAIRY TO Pl.ANT 111THIN 10'-11" OF HAIRDSCAPE, WALLS AND/OR SlRUCTURES, A ROOT CONlROL BARRIER, "BID-BARRIER", SHALL IIE UTILIZED. BARRIER SHAU. EXTEND ALONG THE EDGE (lf lliE HAROSCAPE, WAil. AND/OR STRUCTURE BEING PROTECTIED TO lHE EXTENT (f lliE MATURE DRIP LINE OF THE TREE (MINIMUM 20'-0'), 12. PLANT PITS SHAil. BE SQUARE AND TWO (2) TIMES CREA TER IN DIAMETER TIHAN lHE Pl.ANT CONTAINER Ai.D AT LEAST 1 1/2 TIMES lHE DEPlH Of lHE CONTAINER. 1J. ALI. NON-GROUND COVER Pl.ANTING AIREAS SHALL RECEIYE A MINIMUM (lf FOUR (4) INCHES CF SHREDDED BARI< MULCH. A ONE (1) CUBIC YARD SAIJPLE OF MULCH TO BE USED SHALL BE DELI'IERED TO lHE SITE FOR INSPECTION BY lHE OVINER/l.ANDSCAPE ARCHITECT. AU. PLANTING AREAS RECEIVING GROUND COVER SHAil. RECEIVE TIJREE (3) INCHES (lf SHREDDED BAIRK MULCH. IN ADDITION TO lHE BARK MULCH, All NON-TURF PI.ANTIING AIREAS EXCEEDING A SLOPE CF J:1 SHALL RECEl'IE REINFORCED STRAW MATTING. 14. INORGANIC GROUND COVER AREAS SHALL RECEl'IE A MINIMUM (lf FOUR ( 4) INCHES OF SPECIFIED ROCK AND SHALL BE UNDERLAIN \\!TH WEED CONTROL LANDSCAPE f ABRIC. TWENlY-FOUR (24) HOURS PRIOR TO PI.ACEMENT OF INORGANIC MULCH (ROC1<1 LANDSCAPE ARCHITECT SHAUL BE NOTIFIED SO THAT EXCAVATIED LAYOUT MAY llE OBSERVED. 15. All. STANDAIRD TREES SHAU. BE DOUBLED STAKED AS PER DETAIL All. MULTI-TIRUNK lREES SHAil. BE GUYED. 16. All. STANDARD TIREES IN TURf ARCAS SHALL HAVE "lREE BOOTS","ARBOR GUARDS" OR APPRO'/Ell EQUAL AS WEU. AS BEING PLANTED IN A lHREE (3) FOOT DIAMETER UNPLANTED AREA COVERED BY A 'BIO-BARRIER' BLANKET \\!TIH FOUR (4) INCHES OF SHREDDED BARK MULCH. MULTI- lRUNK TREES IN TURF AIREAS SHAU. BE PLACED 111TIHIN A SIX (6) FOOT DIAMETER UNPI.ANTED AREA COVERED BY A 'BIO-BARRIER' BLANKET 111TH FOUR (4) INCHES OF SHREDDED BARK MULCH. ' 17. PLANT COUNTS ARE FOR lHE CONVENIENCE OF LANDSCAPE CONTIRACT\)RS ONLY. LANDSCAPE CONTRACTOR IS RESPONSIBLE TO PROVIDE All. NECESSAIRY PLANT MAlIRIAL TO FULFIil. lHE DESIGN INTENT OF lHESE DRAWINGS. ADDITIONALLY, FOR CLARllY GROUND C9vrR IS NOT SHOVIN UNDER lREES ANO SHRUBS. All AIREAS SHAU. REC~'IE lHE APPROPRIA TIE GROUND COVER. 16. J\'IENlY FOUR (24) HOURS PRIOR TO PLANTING, CONTRACTOR SHAil. (ONTACT CVINER/DEVELOPER'S AUTIHORIZED REP RE SENTA TIVE TO APPROVE All Pl.ANT MA ]):RIAL AND. llS INTENDED LOCATION ON SITE. PHOTOGRAPHS ARE REQUIRED FOR AUL 24' BOX OR LARGER TREES. 19. lHE LANDSCAPE CONTRACTOR SHAil. LEAYE 1HE SITE IN A OLEAN CO~DITION REM011NG All. USED MATERIALS, TRASH, AND TOOLS ON A DAILY BASIS. 20. LANDSCAPE CONTRACTOR SHALL MAINTAIN AU. Pl.ANTING AREAS FDR ~ PERIOD (lf SIXlY (60) DAYS, GUARANTEE All SHRUBS FOR NINElY (90) DAYS ANO AU. lREES FO~ ONE (t) "£AR. GUARANTEE PERIOD FOR All TREES AND SHRUBS SHALL COMMENCE UPON WRlm~ APPROVAL OF rnE OWNER AT 1HE ENO OF TIHE MAINTENANCE PERIOD OR EXTENSION THEREOF. 21. LANDSCAPE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REP')IRS OR REPLACEMENT CF MATERIALS MADE NECESSARY TIHROUGH TIHE ACTION OR NEGLIGENCE (lf HIS CREW. 22. UPON COMPLETION (lf All. WORK OUTLINED IN lHESE PLANS. THE LANpstAPE CONTRACTOR SHALL CONTACT THE OVINER/DEVELOPERS AUlliORIZED REPRESENTATIVE Ai.D, lliE CllY LANDSCAPE . AIRCHITECT AND ARRANCE FOR A WALK TIHROUGH TO DETERMINE THAt All. ASPECTS Of WORK ARE ' COMPLETIED. WORK MUST BE FUU.Y COMPLETED ACCORDING TO ALL PLANS AND SPEaFlCATIONS AND MUST BE COMPLETIED IN A GOOD WORKMANSHIP LIKE MANNER AND M~ST BE ACCEPTED BY lHE OWNER AND CllY IN WRITING PRIOR TO lHE COMMENaEMENT OF lHE ~AINTENANCE PERIOD. 23. 1HE MAINTENANCE PERIOD SHAU. INCLUDE AS A MINIMUM 1HE FOLLOW\NG SCOPE OF WORK: A) DAILY WATERING (lf All PLANT MATERIAL B) WEEDING ANO REMOVAL (lf ANY WEEDS FROM Pl.ANTING AREAS C) REPLAaEMENT Of ANY DEAD OR D~NG OR DAMAGED lREES AND/OR SHRUBS ANO GROUND COVER. D) FlLUNG AND REPLANTING OF ANY LOW AREAS WHICH MAY CAUSE STANDING WATER. E) FlULNG AND RECOMPACTION OF ERODED AREAS. F) WEEKLY REMOVAL (lf All TRASH, LITTER, CLIPPING5, ANO All OTIHER FOREIGN DEBRIS AT AN APPRO'IED DISPOSAi. SITE. G) AT TIHIRTY (30) AND SIXTY (60) DAYS AFTER lHE START (lf MAINTENANCE, TOP DRESS All. Pl.ANTING AREAS AND APPLY FERTILIZER (16-5-8) AT A RATIE Of 6 LBS. PER 1000 SQ. FT. SITIE SHAil. BE WATERED IMMEDIATELY FOLL0111NG FERTILIZER APPµCATION. ADDITIONAL SHREDDED BARI( MULCH SHAil BE APPLIED TO MAINTAIN, AS A ~INIUUl,I, FOUR (4) INCHES CF COVER AND/OR TIHREE (3) INCHES Of COVER IN GROUND CO'IER AREAS. 24. PRIOR TO THE ENO (f lHE MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT TIHE OVINER/DELE'JLOPER'S AUTIHORIZED REPRESENTATIVE AND THE CITY LANDSCAPE ARCHITECT TO ARRANGE FOR A FINAL WALK THROUGH. OWNER ANO TIHE CllY MUST ACCEPT All. MAINTAINED AREAS IN \\!1ITING PRIOR TO 11£ END OF THE MAINTENANCE PERIOD. MAINTENANCE PERIOD MAY BE EXTENDED IF ANY OIi All ASPECTS OF lliE SCOPE OF WORK ARE FOUND DEFICIENT AT THE END Of lHE SIXTY (60) DAYS. FINAL WRITTEN APPROVAL SHALL BE TIHE STA!RT DATIE FOR AU. GUARANTEES. SLOPE SPECIFICATIONS: SLOPES 6: 1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHAil. BE TREATIED WITH ONE OR MORE (lf TIHE FOLLOWING Pl.ANTING STANDARDS: A. STANDARD 1 -COVER CROP/REINFORCED STRAW MATTING: COVERCROP SHAil. llE A SEED MIX TYPICALLY MADE UP OF QUICIC GERMINATING AND FAST COVERING GRASSES, CLOVERS AND/OR \\!LO fl.OWERS. SUDMIT 11£ SPECIFIC SEED MIK FOR CITY APPROVAL PRIOR TO APPLICATION. TIHE COI/Ol CROP SHALL BE APPLIED AT A RATIE AND MANNER SUFFICIENT TO PRO\IIDE 90" COVERAGE 111TIJIN TIHIRlY (30) DAYS. T'/PE OF REINFORCED STRAW MATTING SHALL BE AS APPRD'IED BY 1H[ CITY AND STAKED TO TIHE SLOPE AS RECOMMENDED BY TIHE MANUFACTURER. REINFORCED STRAW MATTING SHAil. BE REQUIRED WHEN PLANTING OCCURS BET\IEEN AUGUST 15 AND APRIL 15. If lliE LANDSCAPING \\Ill BE INSTALLED OUTSIDE (lf lHE AUGUST 15 AND APRIL 15 TIME, lHE COVER CROP OR REINFORCED STRAW MATTING MAY BE USED. 8. STANDAIRO 2 -GROUi.D COI/Ol ONE HUNDRED (1DOr.) PERCENT OF TIHE A1REA SHAil. BE PLANTIED 111TI1 A GROUND COVER KNOWN TO HAVE EXCEULENT SOIL BINDING CHARACTERISTICS (PLANTIED FROM A MINIMUM SIZE CF FLATTIED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE 111TIHIN ONE YEAR). (SEE HYDROSEEDING) C. STANDARD 3 ~ LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTIED FROM A MINIMUM CF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENlY (70r.) PERCENT (lf lliE SLOPE FACE (AT MATURE SIZE). D. STANDARD 4 -lllEES AND/OR LARGE SHRUBS TIREES AND/OR LARGE SHRUBS SHAU. llE (PLANTED FROM A MINIMUM (lf 1 GAU.ON CONTAINCRS) AT A MINIMUM RATIE (lf ONE (1) PER TWO HUNDRED (200) SQUARE ffiT. SLOPES -6; 1 OR STEEPER AND: A. 1 OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDAIRD 1. 8. 3'-lf IN VERTICAi. HEIGHT REQUIRE STANDARDS 1, 2 AND 3. C. IN EXCESS Of 8' IN 'IERTICAL HEIGHT REQUIRE STANDARDS 1, 2, 3 AND 4. AREAS GRADED FLATTER lliAN 6:1 REQUIRE STANDARD 1 (COVER CROP WHEN lHEY HA'IE ONE OR MORE Of THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SOHEDULEO FOR IMPROVEMENTS 111THIN 6 MQNlHS OF COMPLETION Of ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY TIHE CITY. C. IDENTIFlED BY THE CllY AS HIGHLY \lSIBLE AREAS TO 11£ PUBLIC OR HAVE SPECIAL CONDlllONS TIHAT WARRANT IMMEDIATIE TREATMENT. PLANT LIST / LEGEND 9>---------- BOTANICAL NAME COMMON NAt.E APPROX NO. . SIZE REMARKS TREES ::::l t: 0:: < 0.. "II 0 I!!<.:) m CINNAMOMUM CAMPHORA CAMPHOR TREE 46 24"BOX STANDARD A.B.C/13 CUPRESSUS SEMPERVIRENS ITALIAN CYPRESS • 24"'BOX STANDARD A,B,C/13 MAGNOUA G. 'MAJESTIC BEAUTY' SOUTHERN MAGNOLIA ,oz ~11i' Zol= 2 0:: ~ \1 Ii' 11 2 ... BOX LOW BRANCHING A,B,C/13 . . ~ PHOENIX ROEBELINII PIGMY DATE PALM 2 2 .. ·sox LOW BRANCHINll A.B.C/13 . 0 • X ..J 0 0.. PINUS CANARIENSJS CANARY ISLANC PINE . 26 24• BOX LOW BRANCHING A,B,C/13 ·' ~o:: ~ N-0 111 4. ~ :::i; I-·~111 0 a: ·--::1 0 QUERCUSAGRIFOLIA COAST LIVE OAK 3 24• BOX MULTI A.B.C/13 0 0 SYAGRUS ROMANZOFFIANUM QUEEN PALM 43 8'BTF C.1;114 T&PUANA TJPU TIPUTREE 7 24"BOX STANDARD A.B,C/13 e: 2 <.:) 0.. 0 z Lu I= I= WO~ :=i CDa!_ 0 I iD ~ CD TREE OR SHRUB @ FINISH GRADE @ EXISTING SUl)GRADE (SEE SPECS.) © ROOTBALL • • • ® PREPARED AMENDED SOIL/ HUMUS BACKFILL MIX. (SEE SPECS.) ® MOUND-FIRMLY TAMP 0 r-,-, DRAINAGE CHIMNEY /INSTALL IF AbVlstD BY \.!.I SOILS REPORT AND APPROVED Bt LANDSCAPE ARCHITECl) I @ PEA GRA \/El SURROUNDING PIPE OR IMPORT SOIL, PER SOILS REPORT AND RECOMME;NDA TION ® 4" DIA. PERFORATED PVC W/ NDS ATRIUM DRAIN GRATE (BLACK). WRAP PIPE IN FILTER FABRIC TO BE PROVIDED IN 810 FOR BOX MA.TERIALS WHEN REQUIRED BY SOILS REPORT AS ,V,PRO\IED BY LANDSCAPE ARCHITECT BASED ON SOIL CONDITIONS, PLANT TYPE AND PEf!COI.A T!ON RA TE OF SOIL (SEE SPECS. FOR SIZE AND QUANTITY PER PLANTING Pil) : @SLOPE 4 6'-o" 6' -0" PLAN 3/8"=1·-o· 4 1JM11i 1111i 11 • JM1 I 10 1111M1J '--=cl --'1.---~~-----"'I ,ill.! -- --= = I Ill = I IIE 3 ,_111=111=111=111=111=1 -111=1 ll=I SECTION 1;2·=1'-0" Q) HARDSCAPE (PAVING, CURBS, ETC.) PER PLANS. r.i\ ROOT BARRIER REQ'D. PER CITY CODE '::!./ WHERE TREE IS 10'-0" OR LESS FROM @ TREE PLANTING PER PLANS AND DETAILS. @ BIO-BARRIER (1 g• DEPTH) LOCA T!ON PER PLANS. INSTALLATION PER MANUFACTURER'S SPECS. 69 ~Jr.s.BARRIER INST ALA TION EDGE OF HARDSCAPE. PROPOSED TREE LOCATION TO BE APPROVED PER SPECS. PRIOR TO PLANTING 0 AA 0 CP 0 PT 0 Ill 0@ SN SR 0 XC W&&'& LT ◄ DR • FP RP VM SHRUBS AGAPANTHUSAFRICANUS COTONEASTERPARNEJI PHORMIUM TENAX 'DARK DEL.IGHr RHAPHIOLEPIS L 'Pll'I< LADY' STREL!TZIA NICHOL.Al STRELITZIA REGINA XYLOSMA CONGESTUM UGUSTRUM J. 'TEXANUM' VINES DISTICTUS 'RIVERS' FICUS PUMILA GROUNDCOVERS RDSMAR1NUS OFFICINAUS "PROSTRATUS' VIJIICAMAJOR LILY OFlHE NILE COTON EASTER HYBRID Fl.AX INDIA HAWTHQRN GJANT BIRO OF PARADISE BIRD OF PARADISE NCN TEXAS PRIVET ROYAL TRUMPET VINE CREEPING FIG PROSTRATf ROSEMARY PERRYWINKLE 534 112 155 285 20 423 117 154 3 17 1 GALLON 5GALLON SCALLON 5GALLON 15GALLON 5GALLON 5GALLON 5GALLON 5 GALLON 1 GALLON FLATS FLATS 24" 0.CJBWE N3SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN ~ 0.C. (liEDGE) ASSHDWN AS SHOWN 12" OC TlllANGUlAR SPACING 12" OC TRIANGUlAR SPACINO MULCH (INORGANIC) 4" OF 4"-ll" DIA 'ARIZONA lllVER ROCK' COBBLE OVER LANDSCAPE WEED CONTROL FABRIC 4" OF 1" MAX, DIA 'ARIZONA RIVER ROCK' OVER LANDSCAPE WEED CONTROL FABRIC @ TRANSFORMERS ANO PEDESTRIAN PATHS. -4" DEEP WALK ON 8ARK MULCH SHAU. BE INSTALLED IN ALL SHRUB PLANTING AREAS. IN AU. GROUND COVER AREAS THREE {3) INCHES OF MULCH SHAll BE INSTALLED. A SAMPLE SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT AND CITY FOR APPROVAL PRIOR TO BULK DELIVERY TD JOB SITE. -PROVIDE ROOT BARRIERS ON All TREES WITHIN 10' OF HARDSCAPE.. ROOT BARRIER SHALL BE PLACED ALONG EDGE OF HARDSCAPE TO BE PROTECTED. ROOT BARRIER SHAU. BE PLACED 10' ON EITHER SIDE OF CENTER LINE OF ROOTBALL -PLANT LAB8-LEGEND SHOWN BELOW: SHRUB lYPE QUANTITY • GENERAL NOTE: STAKE TREE PERPENDICULAR TO DIRECTION OF PREVAILING Vv1NO. ~-,.: •:•,:❖r. ..................... ,.-.;;_J:❖,: U..,:•lJlrt ~r--=--=== 5 -'ID 1i' m m ~l=lT 6 1J' ~s.=£.... Il ===i 7 Q) FINISH GRADE Tf1 111i'1111i 1111Jkm_ 2X ROOTBALL DIAMETER @ (2) 2• DIAMETER ST AKES @ FINISH GRAD~ AT SLOPE WHERE APPLICABLE MAXIMUM 1: 1 SLOPE} INSTALL REIN ORCED STRAW MATflNG TO CONTROL EROSION DURING PLANT ESTABLISHMENT. r.i\ V.I.T. 'CINCH TIES' OR EQUAL INSTALL '::!./ PER MANUFACTURER'S SPECIFICA T!ONS @ TREE STAKING APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. -----~ 8 @ J-4" LAYER FINISH MATI;_RIAL (SEE LANDSCAPE SPECS/NOTES) @ e• HIGH WATERING BERM Fi\ PLANTING TABLETS l' BELOW \.!..I FINISH GRADE @ SOIL BACKFILL ® SLOPE TO CORNER "AS-BUILT L.A. __ _ EXP. ___ _ REVIEWED BY: " A,B/14 A,B/14 A.B/14 A.B/14 A.B/14 A.B/14 A.B/14 A.B/14 D/14 D/14 B/14 B/14 DATE INSPECTOR DATE J---+-+----------+---1---1---1-~ISHITTJ CITY OF CARLSBAD ISHEETSI LE._J PLANNING DEPARTMENT . 14 The Cambridge Grou ,~ LANDSCAPE ARCHITECTURE i Ru, 183• ~ E><p 4310 Via Monclova, San Diego, CA 92122-5452 ~ <!l, 'I, " PHONE (858) 453-7117 FAX (858) 453-7117 "'-« 'llllfl1111111m1m\\\l'i Pl.AN11NQ LEGEND, DETAILS AND NOTES FOAi CARLSBAD RESEARCH CENTER LOl'I '--+--t-----------+----+--l---+----1 I APPPWf r-=-'"--'' cL . , I · ~ ::q.. c-r\'41l '»· i.1.c-b l---t--t---------------il----1---1--...l.---1 ;:;P~LAN;;;::N~IN~G==::::::;;-;:::=======::::::;;;::=:::::OA::::T:::E::::::::::!· OWN BY: ---PROJECT NO. DRAWING NO. ~g ~~;--SOP 06-03 44S-4L DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPRCNAL ... ~ ... r-"' ~ , ,..,,.., , .... 1 II ,' ' I I ' I j J 1 l-------------. 2:r---, -m~w;m@W✓J~=h;_4_ W:!m~~4 INSTAI! BREATHER 1UB£S ON Al! lREES PER THE FOLLO'MNG SCHEOUl£: 1 & 5 GAL NONE 15 GAL 1 24" BOX 2 36' BOX 4 48' BOX 8 12' BOX 12 & LARGER NOlE: lREE BUBBLER lUOCS SHAI! COUNT TOWARD BREATHER lUIE SCHElXJl£: ··t· --- 0 ~--\ rnmmm&I o------ 0 /.-111ml11rrf -~: 111-111= .. 0 ... ·: .- . . . 0 ..•. . ••-,,,,-,.ftfl,"fffW------{ :. 0 .:··: ~ 5 ; _,. ----18 CD 4• DIA. pt,:RFORA TED PVC W/ NDS ATRIUM DRAIN GRATE (BLACK). ® SOLID PERFORATED P\/C DRAIN PIPE. SEE SCHEDULE AT LEFT FOR NUMBER PER 1REE @ROOTBALL @ FINISH GRADE © DUCT TAPE OVER HOLES WITHIN 8" OF FINISH GRADE ® 'DRAINGARO" SOCK OR EQUAL ~ PREPARED AMENDED SOIL/ \.!.,/ ~UMUS BACKFILL MIX. \~ SPECS.) ® BREA THE TUBE TO EXTEND TO FULL DEPTH OF PLANT PIT. SEE DRAINAGE CHIMNEY DETAIL IF ADDITIONAL DEPTH FOR DRAINAGE REQUIRED. -----------~ ------------------ ----12 Al! CRO\\tl BUDS AT SAME HT FROM FG AflER INSTAI.LA UON, . 'k,~ 6 :lliP'.~~i,ill~~~~ I ~--iii1·;;jllffi::: 11 m ,m ,m m m m 11111m11~11~¥i! CD DO NOT UNTIE FRONDS UNTIL APPROVED BY: LANDSCAPE ARCHllECT @ TYPICAL CROWN BUD _ @ BURIED PALMS @ ROOT BALL @ AT FG PALMS @ REFER TO PALM PLANTING DETAIL GD PALM TREE PLANTING HEIGHT 3>---- 4)--~ 5>--- CD $TRUCTURE (FENCE, WALL OR BUILOING} ·q. VINE (OR SHRUB) -SECURE LEADERS W/ \V ADHESIVE PLASTIC TIES TO STRUCTURE. SECURE ALL OTHER LONG BRANCHES TO BASE OF PLANT DURING REQUIRED MAINlENANCE PERIOD. @ SET ROOTBALL 1• ABOVE FINISH GRADE l'A\ ~-4' LA YER FINISH MA TI';RII\L 1.:::,/ (SEE LANDSCAPE SPECS/NOTES) @ PLANTING TABLETS AS SPECIFIED CK) VINE PLANTING SCAI£: N.T.S. • @ 2• WATERING BERM IJ) SCARIFY SIDES OF PLANT PIT @ SOIL BACKFILL I ® FINISH GRADE FG CD SAND BACKFILL @ FINISH GRADE @ ~~~r.s.TREE PLANTING Pl.ANTING DEPTH: Al! PAUi lREES SIJAll IE Pl.ANTED AT A OEPJH sumaENT TO SUPPORT THE lREI W/0 11-( USE (J GUY \\lRES t;;'\ 4° PERFORA lED P\/C PJPE; FILL W/ \2) 3/ 4 "ROCK: EXTEND 12 BELOW BOTTOM (J HOLE; INSTAil 2 PER PALM lREE. ~AP W/ NDS AIRIUII DRAIN GRAlE (Bl.ACK} 0 EQU~ 0 + EQUA~ 0 NOTE: LOCATE PLANTS EQUALLY SPACED PER TRIANGULAR SPACING UNLESS SHOWN OTHER'MSE Oi'l PLANS. a SHRUB 14 SCALE: N.T.S. GROUNDCOVER SP ACING ... .. ,,..,"'.," Ill ~->k.---$.ill~~~~R lt3ll3ll ITT I , , 1 , ,ill,, ,m,, ,ill, , ,ug ,- 2 X ROOTBALL DIAMETER '----<3 CD SHRUB OR GROUNDCOVER PLANTING /'ii\ PLANTING TABLETS J" BELOW I:::!) FINISH GRADE , @ J" HIGH WATERING BERM @FINISH GRADE AT SLOPE IA'\ 3-4" LAYER FINISH MA~I\L 1.:::,/ (SEE LANDSCAPE SPECS/NOTES) @ SOIL BACKFILL (J) SLOPE TO CORNER A SHRUB GROUNDCOVER PLANTING 14 SCALE: N.T.S. APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT " LA. __ _ EXP, ___ _ REVIEWED BY: INSPECTOR DATE ' ' J . I .. j I ~1 CITY OF CARLSBAD IISHEETSI 1-------+----+------~-------+------+-----+----1---i Ll!_j. Pl.ANNING DEPARTMENT _ 14 f-----t---t-------.----------l:-..--+---+---1-----1 PLANTINQ DETAILS FORi CARLSBAD RESEARCH CENTER LOTI The Cambridge Group DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INmAI. • DATE INITIAL OTHER APPROVAi. CllY APPROVAi. OWN BY: --PROJECT NO. DRAWING NO. CHl<D BY: --SOP 06-03 448 4L RVWD BY: ' PRINT DATE• 04/03/ :! 1 : i I ,, II 'll\f1IJll,_1 I_ • I t1•! I!