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HomeMy WebLinkAboutDWG 482-8L; RP 14-04; TUSCAN OFFICE SUITES; 01-11I LAN!)SCAPE APCff!TEC TVRAL~ fcdLANS FOR TUSGA~l OFF GE SU TES ~r PLANS PREPAR.FD FOR, MR. BILL DALY TUSCAN OFFICE SUITES, LLC P.O. BOX 260 CARLSBAD, CA "12018 a Q C) I I ~ '. I PLANS PREPARED BY, 6.MP. <SILLESPIE. MOODY. PATTERSON 4010 SORRENTO VALLEY BLVD, SUITE 200 SAN DIEGO, CALIFORNIA "12101 FOR TUSCAN Off/CE SUITES 1 LLC Sf-lEET INDEX: SHEET SHEET NUHBER SHFET SEQUENCE 85855s 2,ci-n H,·w-i.gmp landar·ch com GENERAL GONDITION:i SH:JRT FORM PROTECTION OF LIFE AND l'RCA:R1Y I. Goni;rac.tc:r ~hall proi:ed all c.onst0Jdlon ar.d lcnd-;;-Ccpln9 fram damaga ard, ~en req1Jired, prO'tide gJcrds or t'.'..O'ter:ng. ½3 dawge shall be repared or replaced at the Gontrador1s expense. Gontractors en tee jcb shall C""j the follmi1g lnwarce, (a) iiorku's Corrpensaticn, lo) p,,blic comprecersive 0eceral L"'bililj, acd (c) Properlj Da~age. In an emerger.OJ threatening tee ,afet,J of llfo, tiork or adjoi1ng property, the Contractor is hereby instri;lted to ad at his d!scretion to prevent SJJe,h loss or inJ,r~ ar.d s~all maintain t~e follo~r.9 minim,m llabilit~ ils1Jran,:;e w•1era9e d.rirg tr.e contro,:.t period. WI/ERi½E A1Jk1mGbile ef \/eht le, Bociilj lnj',f'J Property Damage ¼lpoopoo per Oc.wrrer.ce ,1pco,ooo per lnaivldxil, per ow,rrenoe i2poo,ooo per Olcurrence, aggegate 2. Tr.e Contractor shall ccvse to be nmed as additi0r1al fnsi.,red in svch C.ontradcr's f'i.,blle, Lid:ility, Contrcdor's Protedive Liabilit~ and A1,Jtcrr.cbile Lic:.bilit~ lns:1ro.r.ce polides the iollo,fr:g, (a) ti,. Bill Dal1~ Tusc.oo Oiik:e S,JitBs, LLG, P.O. Box 260 Gal1/'/.ld, GA q2ol8, (b) Gillespie Mood~ PaHerscn., 4010 Sorrento Valley Blvd SJite 2CO, S:J.11 Diego California '12121. Contractor i'iill provide 6.G. 2020 11/BS e:r.dorserr.ent. 3. Ccntrac.tor ehall not caJs,e this polk,~ to be c.ancelled or permit It to !opee, and the ftMar.ce polil~ shall indJd~ a e,la~e to t~e effed tOC!t the pol!G~ s.~all rd, at an~ ti,w Ctlrlng the wr-s.tr1J,:.~ion perJ.~d, be c.aocelled or red.1ced, restrided or lWl1ited 1.ntl! rlfteen (IS) da~:J after all ad::litiona! lr:~Jred-;, have re,:,elved l'lrltten rotk.e as e11iderx,ed bJ ret~rrad rncefl!S or registered er ierUfled l!:itters. 4. fre Contractor agrees to f',ok:t the Ortner ocd Lcr.dswpe ArUJited harmless from m1 claims GTfsir.g 01Jt of h1s operation:> or an1~ or his s1.,b ccntradors, material suppl~s, er agents. 5. All local, m1,nrcpal cr.d stata lal"ls, r1Jl0s and regulations govern'rig or rek:it'03 to an1~ portion of this i'!ark are herOOj inc.orporated into and rr:ade a part of the;,e spec.iflcations end their provislan~ sb.all 00 c.ar(red cnt b~ the c.onlradcr. b. fr,e wntradcr s~all verii~ the locatlons of all exisl,11g utllitfe:>, sl;ri;cb.res, and services berore cornr:er.crr.g nork. TM loc.atiar,s or vtilltfes, strvcb.res and ser1k:es sho'rln In these plcm are cppr1xlmate v11l~. Ac~ dis,,;repal'.cie, be~een tr.ese pkrn acd ad'!al field wcditior,s stall be reported to the 011rer or lard:K'fe C<chltect. i. Tne contrador :hall prote:d all ext5ting 1Jtilitie;, aid feat1Jres lo remain on, end adjacent to, the pro Jed site d,rll19 c.anstrudion. GC<1tra-::,i,or ~all repair, at his O'M expen:;e, all damage re;1vlting from hf;i cperr::itioris er rwglige~e. B. The c.cntrador -erY-lll obtain !te pertirent engreerlng crid/cr arc.hit.ed~ral plar,s Cefcre Ceginriing fiork. 9. Permits lcr Wj e,cnstrixtion depided In frese plcr,s sf.all be cbtailed Qj tl':e c.ontrador. !O. Gontractor shall Mve. a valld wntradcrs license req1Jfred fer the pcrtk:ulcr mrk ber'lg ctne. G?ntrnc.tor $hall not a!lor1 the Hc.erise(s) to lapse O.rflg tr.e ccntrad period. TITLE SHEFT CONSTRUCTION PLAN CONSTRUCTION DFTAILS/NOTES IRRIGATION PLAN $ LEGEND IRRIG!-\ TION DFT !-\I LS/NOTES PLANTING PLAN <I: LEGEND PLANTING DETAILS, NOTES Ii SFCOND FLOOR PLAN DECLARATION OF RFSPONSIBI F CHARGF 01 02 02 03 04-09 10 11 LT-0I LC-01 LG-0I Ll-0I Ll-02 TO Ll-01 LP-0I LP-02 I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF HORK FOR THIS PROJECT, THAT I HA\/E EXERCISED RESPONSIBLE CHARGE 0\/ER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 Of THE BIJSINESS r\ND PROFESSIONS CODE ,\ND THAT THE DESIGN IS CONSISTENT V11TH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAV11NGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO GOJNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEYi ONLY AND DOES NOT RELIEVE NE, AS LANDSCAPE 1\RCHITEGT OF f'!ORK, Of MY RESPONSIBILITIES FOR PROJECT DESl0N. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE NTH THE APPROVED LANDSCAPE CONCEPT PLAN, MTER CONSERVATION PLAN, STORM V1AfER POLLUTION PREVENTION PL/\J~, FIRE PROTECTION PLAN, AND ALL GONDITIOtiS Of APPROVAL RELATED TO LANDSCAPING. BY, __ ~_T_T_E_R_S_O_N _____ _ FIRM NAME AND ADDRESS, GILLESPIE MOODY PATTERSON INC. 4010 SORRENTO VALLEY OOIJLEV ARD, SUITE 200 SAN DIEGO, CA 92121 PtklNE NO. /B5oJ 55B-o911 RE01STRATION NO. GA 3503 EXPIRATION DATE, 02-15 )'IA TER EFFICIENT LANDSCAPE DECLARATION, DATE LAND¼Af'E INSfEGTION NOTES A) A SHE INSA:GTICN SHALL BE PERFCRJ~ED BY THE RESPONSIELE LAND¼AFE ARCHITECT TO CERTIFY GOMFLIAWJ.' rum THE Af'PROI/ED EROSION GONIBDL-LAND¼AFE FLAN VIRITTEN GERTIFICATICN TO THE BVILDIN6 DIREGTOR SHAlL CERTIFY TrlAT THE :'OILS, ADDITIVES AND AMENDMENTS, hEED WNTROL, PLANTIN6 CF THE SLOPES AND INSTALLATION OF THI: IRRIGATION SYSTEM WMFLIES 1'1Trl THf APPROVED EROSICN CONTRCL-LAN!ToGAPE PLI'.~. CERTIFICATION SHALL BE SCBMITTED AND APPROVED PRIOR TO GALLING FOR FINAL INSPECTION. VICINITY !0AP I AM FAMILIAR Y"!ITH THE REOJIREMENTS FOR LANDSCAPE AND IRRl0ATION FLANS CONTAINED IN THE CITY OF CARLSEIAD'5 LANV:i,APE MANUAL t )'!ATER EFFICIENT LANDSCAPE REGULATIONS. I HAI/E PREPARED THIS PLAN IN COMPLIANCE rilTH THOSE RE0ULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE FLAN IMPLEMENTS TltJSE REGULATIONS TO PROVIDE EFFICIENT USE Of MTER. Nr\M~~K:ON I) THf LANDSCAPE ARCHITECT CERTIFICATION SHALL CONTAIN A STATEMENT AS TO THE GRO!'JN6 STOCK 'IIABILl1Y, r,,00/ER CONTAINERGRO/'l'i PLANT MATERIAL 15 INSTALLED. Dl0 ALERT GALIFORNIA STATE LA/1 SAYS YOU ~UST CALL BEFORE YOU Dl0. 00VERNMENT CODE SECTION 4216-421&9 STATES THAT 'EXCAVATION" ,6RADING, TRENCHIN0, DIGSlrlS, DITCHlrlS, DRILLIN0 A!lcJJRIN0, MNELING, ¼RAPING, GABLE OR PIPE PLOl'IING, DRIVING. FOUNDATION Dl<½"G. LAND¼APE DIGGING fll,MBING, FENCE POSl OR ANY OTHER iiA Y. OUR PERMIT FOR DIG-GING VILL NOT BE '/ ALID 1'1TfJDIJT A DIG ALERT TICKET NUMBER AND NOTIFICATION THAT TrlE MARKOIJT HAS BEEN COM~_fTED THERE IS ALSO A 14-DAY i'lli1D0!1 /S!'CTION 4210/EJ) IN i'IHICH YOJ 1-1.61 COMPLETE TrlE FROPOSED Dl661N6. IF YOU !11LL NEED ADDITICf¼L TIME BEYOND TtlE 14 DAYS. IT IS YOl,R RESPONSIBILITY TO Ri'GALL D16 ALERT. DIG ALERT TOLL-FREE ~IJ11:ER IS 1-o00-422-4133. HGtD HARMLESS AND INDEMNIFICATION GLAIJ"x U,1TRAoTOR !½REES THAT HE SHALL ASS,ME SOLE RESPONSIBILl1Y FOR ,OB SITE CONDITIONS DcRltlS TrlE CO,RSE OF WNSTFL01ION OF THIS PRO,ECT, INCLUDING SAFEn' OF ALL PERSO~S AND PROPERTY; THAT THIS REQUIREMENT SHALL APF\. Y GONTIN.:C\/SLY AW.l NOT BE LIMITED TO NORMA!. rDRKING HCIJRS, AND THAT Hf GONTRACTCR SHALL DEFEND, INDEM11FY, AND fl:;LD Tff 0/\1ER, THE Gln'/co.i11Y OF LOCAL ,\RISDIGTION, AND THE LANDS'.,APE ARCHITECT HARMLE5S FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION r'llTH THE PERFORNANGE OF VIORK ON THlo PRO,ECT, EXGEPTllw FOR LIABILl1Y ARISING FROM WE SOLE NEGLIGENCE OF T"E 0/'l'iER, TH: CITY/CCl,NTY OF LOCAL ,URISDICTION, OR THE LAAD¼APE ARCHITECT. TAKE FRECEDENCE THE CITY OF CARLSBAD LAND¼APE STANDARDS REQUIREMENTS SHALL TAKE FREC,EDENCE OVER !Hf APPROVED LAADSCAPE PLANS. :WULD A Dl¼REPANoY OGGUR BETN'EN ANY NOTES, SFECIFIGATIONS, DETAILS, SITE ec;NDITIONS, OR OTHER SITUATICN RE6ARDIN$ Trf: INTERPRETATION OF CONSTl<UCTION FROM THES!: PLANS, THE CITY REPRESENTATl'/Eo DECISION SHALL BE FINAL LANDSCAPE HILL BE PROVIDED PER THE ATTACHED PLANS AND THE STANDARDS AND REQUIREMENTS NOTED ON THESE PLANS. PRIOR TO COMMENCEMENT OF BIJILDIN0 GONSTRUGTION, FINAL LANDSCAPE PLANS HILL BE PROVIDED INGLIJDIN0 PREGISE PLANTll\0, IRRISATION, LANDSCAPE LIGHTING, CONSTRUCTION PLAN AND DETAILS, LANDSCAPE DRAINASE. SPEGIFIGATIONS AND SAMPLES PER THE GIT'( OF CARLSBAD DESl0N GUIDELINES. NOTES! + A SEPARATE CITY REVIEV< AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERHIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTIN6 s IRRl6ATION ONLY. + PRIOR TO OCCUPANCY AND/OR SEC,l)RITY RELEASE THE LANDSCAPE ARCHITECT Of HORK SHALL REVIEH/INSPECT THE PROJECT AND PROVIDE A CERTIFICATION LETTER FOR RELEASE OF SECURITIES, AN IRRIGATION SCHEDULE AND LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE AS REQUIRED BY THE CITY jtjA TER ORDINANCE. ~- ~-;r,~1~ OF CAI.\ m (l'ho) 55?> -3911 PHONE htl: GITY OF CARLSBAD NOTES lf!SPEC TION PROCEDURES, _LJb-1< DATE LA 3503 02-15 REGISTRATION NO EXP. DATE, I. INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE HORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REOIJIRED lf!SPECTIONS N'iD REG!JIRED SllBMITT1\LS. 2. FOLLOV11NG THE COMPLETION OF V\ORK, THE LANDSCAPE r\RCHITECT OF THE HORK HILL CERTIFY TH1\T THE INSTALLrlTION HAS eEEN COMPLETED BY 9.JBNITTINS THE "FINAL LANDSCAPE CERTIFICATION FORM'. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY C1\LLING THE INSPECTION REGUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM' FAX TO: 160-944-P,,143 Ll¾~DSC1\PE INSPECTION REQUEST PHONE LINE, 1b0-602-4W2 3. ALL IRRl0ATION BACKFLOri FREI/ENTERS SHN.L BE T1:5TED BY A CERTIFIED TESTER AND RES(ILTS 1-"lJST BE GIVEN TO THE CITY AND THE CARLSBAD NUNIGIPAL NATER DISTRICT. PIPE BETV1EEN THE METER AND BAGKFLOri PREVENTER SHALL BE "SCHEDULE K HARD GOFFER". APPROVED CONTRACT BACKFL01/1 TESTERS GAN BE fQIJND ON THE CITY NEB SITE AT http,//)'leb.cc.lsback,a.0ov/5ervice,/department,/Nater/Document,/)'larerbackflo)'lte,terllst.f4_ 4. )'!ATER SERI/ICE /POINT Of CONNECTION) INSTALLATION FOR LANDSCAPE SHALL BE IN PLACE AS REG!JIRED TO COINCIDE rilTH PLA~TING TIMING SPECIFIED IN SECTION V 5. PRIOR TO BEGINNING LAN!Y::r✓APE fiORK THE CONTRACTOR SHALL CONTACT THE DESIGNER OF V10RK PRIOR TO BEGINNINS LANDSCAPE V10RK AND THE DESIGNER OF V10RK SHALL REVIEV1 THE PROJECT UTILITY LOCATIONS AND REVISE FLANS AGCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM 1/IEY"! ,\ND PROTECT ALL UTILITIES (ABOVE , BcLOYi GRADE) FROM INl/;\SIVE PLANT GROY'lTH AND ROOTS. GMP JOB //13-1l6 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDIN0 PRECISE LOCATION Of PLANTING AREA. RCE___ EXP. ___ _ RE\/.IE\-/ED BY, INSPECT CIR DATE DATE ~~>-->----+------------+---+---t----t--11 OsHElET I CITY OF' Ci\RLSBJ\D s~L1E~;rs ;jfl/7 PLANN[~IG D[\/[S[ON _ _I[. :=L=A=N=TD=s=c::'.A..'::P=E:='l='!'=l'l=E==s=· 1-=1E=: E=:·1=, =,=,o=R=: ======::'...':::====: TUSCAN OFF'lCE SUITES -----------1----t---t-----------------r--,---,--,-, 2753 JEF'F'E.RSON STHEET CARLSBAD, CA 92006 4010 Sorrento Valle; 31\Jd. San Diesir~. CA 92"!21 grnphrndmch.com T 858 558 8977 LANDSCAPE ARCHITECTURE & PLANNING DATE INI rJAL DESIGNEfl OF 'I/ORK DATE INI fl AL DATE INITIAL REVISION DESCRIPTIO~! OTHER APPROVAL Cl (Y APPfWI/ AL L T-01 APN: 203-lL0-14 APPROVED: /-tc_;i, Cr-l'.:::-ll..afr= __ /·Z.l·f.:;' PLANNING DATE DWN BY: PROJECT NO. DF,AWING NO. CHKD BY: __ _ RVWD BY: RP 14-04 482-SL \ /I I I I EXISTING BUILDING " I~<~, ,r'A ¥', s.aai,11 . ___ , c/ ,, /, //)'.) .. ,,,/' D ' . . , \ / -t, 31-011 0 \ ____ _ FOR FUTURE TENANT EXISTING EXISTING BUILDiGJCi CONSTRUCTION LEGEND: 0 NATi,RAL &REY CONGRETE PAVING i'1/TOP CAST 15 FINISH, SCORE LINES AS SHOHN • SEE DETAIL 'A' i3ELOY'l 0 EXISTING 5' SIDEHALK TO REMAIN ©PROJECT DRIVEY'lAY, PER GIi/iL ENGINEER 0 EXISTIN0 ViALL PER GIi/iL EN01NEER, TO REMAIN AND BE REFINISHED ; PAINTED TO MA TGH !;IJILDING 0 CURB AND 01JffiR, PER GIi/iL EN01NEER 0:JJDIN0 VEHICULAR GATE, FER CIVIL ENGINEER 1 TRASH ENCLO:vRE .. SEE DETAIL (NLP-01) e, PROPERTY LINE "I DRAINA&E PER GIi/iL EN&INEER SITE LINES, 300' TO CENTER LINE OF JEFFERSON STREET 11 ARCHITECflJRAL TRELLIS, PER ARGHITEGT'S PLANS 5' TIJBE STEEL 0A TE · SEE DETAIL 'B' BELOY'l © AG UNIT VilTH 3'X3' CONGRETE PAD, PER ARGHITECT'S PLANS M 3v" SP STYLE' HALF TREE GRATES, MaDEL# D0036·15SQ. \:.:;J AVAILABLE FROM SOUTH BAY FOUNDRY (ol9)95b·2180 NV'IN.$OVthb:,11jfo1,ndr~.wm . ' S'(MBOL LEGEND: t\ ALIGN q:., CENTER LI NE PA PLANTING ARFA TA TURF AREA EXPANSION JOINT fID AREA DRAIN ~ ~ ~ DRAIN LINE E:NP 5E:C-Tl ON NOTE, SEE 'CONCRETE PAYING DEEPENED EDGF' DETAIL FOR ALL PAVING LOGATIONS IDENTIFIED v"!ITH A&" STEP. SEE GONSTRIJCTION PLAN FOR LOGA TIONS. A)coNcRETE PAVING REVISED, l/b/2O15 • . . \ l II ---, I I /; \ ----,1.:.>---~ r., ,. If\ · I ' -~ \ \ \ \ I l0 './ l 't . .. . .... , ii i NT.S:B)TU8ULAR STEEL GATE i-; '·l' c"' . ,· '· / ~ • ' -. ------.) i :_·<_,_·· _1_-·~·~}~_/i_:.~:.:•)···· •·.\_ .1 ,,. J ~-01 ::;:· (~-~->··,·', ------"•~(., .. _.,,. 8 L6 24 ---- SCALE, 1/8" -l' NOTE, GRIND ALL Y'iELDS S1'100TH. ALL METAL FENG ING coN,~EC TIONS SHALL BE CONTINJOUSL Y Y'iELDED. THERE SHALL BE NO i'IELDIN6 OF FENCE MATERIALS IN THE FIEl.D. MORTAR cOINT THROUGH i'IALL CAP SHALL OCCUR AT ALL T.S. POST/BLOCK i'IALL CON,~EC TIONS. DETAIi-LEGEND 02 1/2' 'SO. T.S. SATE PO'STS SET IN 3' DIA x IB" DEPTH STEEL SLEEVES. FILL VOID i"li NON-SHRINK 6ROJT (COLOR TO MATCH GONG) 0 T.S. GATE FRAME 2" SQ. VERT. AND 2"1'i X I ,V,"H SO. TOP AND BOTTOl-1 RAILS. ADJACENT T.S. FENCE HEAVY DIJTY SELF CLOSINS LATCH i'I/ LEVER TYPE HANDLE. ~ SELF CLOSING SPRING LOADED, ALL TUBING SHALL HAVE '.:J HEAVY DUTY HINGES. BOTH ENDS i'IELDED CLOSED IB AND GROJND SNOOTH 3/4' DIA T.S. PICKETS@ 4" O.G. ALL MATERIALS TO BE FINISH GRADE CF PAI/INS FULLY GALVANIZED BEFORE 0 INSTALLATION IN FIELD "' THICKENED EDSE OF CONCRETE AT GA TE LOCATION FENCE PANELS SHALL BE PR.E-f'IEASIJRED AND INSTALLED i"li GALVANIZED STEEL NOvNTING BRACKETS FEN0E CONTRACTOR TO COORDINATE SETTING OF POSTS i'IITH RETAINING i'IALL CONTRACTOR 0 CONGRETE FOOTING, SLOPE TO DRAIN Ai'IA Y FROM POST © FINISHED GRADE ©COMPACTED SIJl36RADE AS PER SOILS REPORT © PAVINS CR SOFTSCAPE FER PLAN REVISED 0~/15/2001 NTS. COl"lS TRUCTI 01'1 \"!OTES 6ENERAL coNSTRUC TION NOTE Al I materials cmci rnethocis of Installation shal I be per· "Greenbook" Stancicwd Specifications for Pvblic l"!orks Constr1Jction, 2003 Edition, 1Jnless othen-;ise noted. The contractor shall contact and scheciiJle v-Jith the Cit~ the follov-1Ing masonr1:J inspections: I. Footing fo,rnlng and reba, placement 2. Mason,~ construction ,evieH. 3. Concrete flatv-10,k forming. 4. Concrete completion . 6RADl\\16 AND DRAl1'lA6E \"!OTES I. ALL SURFACE DRAINA6E TO BE Av'IAY FROM ALL FOOTIN6S, FOUNDATIONS AND BUILDING l"!ALLS AT MINIMUM OF 2%. 2. CROSS SLOPE l"!ALKS AND PAVING 2% MINIMUM, UNLESS OTHERY'IISE NOTED. 3. SURFACE SLOPES SHALL BE A MINIHUM OF 2% TO DRAINS IN ALL PLANTING AREAS. 4. SPECIMEN TREES SHALL BE IN PLACE PRIOR TO INSTALLATION OF DRAIN LINE. DRAIN LINE PLACEMENT SHALL BE ADJUSTED AROUND TREES. 5. LAY DRAIN LINES l"!ITH 2% MINIMUM FALL USE RIGID, NON PERFORATFD DRAIN PIPE. No CORRU0ATED TYPES IS TO BE USED. &. ROUND TOES AND EDGES OF ALL SLOPES. CONTOUR SLOPES BETv'IEEN v'IALKS AND BUILDINGS. DRAIN Sl"!ALES ARE TO BE INSTALLED BETv'IEEN BASE OF SLOPES AND HALKS, PAVING AND BUILDIN6S. T REFFR TO CI\/JL ENGINEER DRAY'IINGS FOR ADDITIONAL GRADES AND INFORMATION. VERIF'( ON-SITE AND REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFORE START OF ANY l"!ORK ON THIS CONTRACT. 8. v'IHEN PERFORATED DRAIN PIPE IS SPECIFIED, PERFORATIONS IN PIPE SHALL FACE DOl"!Nl"IARD IN TRENCH. '1. VERIFY ALL INVERT ELEVATIONS AT PROPOSED TIE-INS PRIOR TO INSTALLATION. HAKE ANY AD-.IUSTHENTS AS NECESSARY TO ALLOv'l 2% MINIMUH FALL FOR REQUIRED DRAINAGE OF LINES. 10. ALL TOP-OF-6RADE AND INVERT ELEVATIONS INDICATED ARE APPROXIMATE. VERIFY IN FIELD TO INSURE 2% HIN. II. CONSULT Ol"!NER FOR FS Of ENTRY STOOP IN RELATION TO FF OF BUILDING. ENTRY STOOP TO BE A MINIMUM OF I" BELOY'l STUCCO SCREEDS. 12. CONTRACTOR SHALL ENSURE THAT EARTH MOUNDING DOES NOT INTERFERE HITH SHALES DEPICTED ON CIVIL ENGINEER'S GRADING PLAN. 13. MAINTAIN 12" MINIMUM COVER 0\/ER ALL DRAIN LINES. COl"ICRETE FLATJAlORK I. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3,000 PSI. CEMENT SHALL BE TYPE I. USE ONLY 3/4" AG6RAGATE, CONTRACTOR SHALL INSURE MIX FROH BATCH PLANT IS FREE OF DELITERIOUS MATERIALS 2. REINFORCING SHALL COMPLY l"!ITH ASTM A&l5, GRADE 40 OR TO NOTES ON DETAILS . 3. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE COLUMNS, v'IALLS OR SLABS UNLESS SPECIFICALLY DETAILED. 4. REINFORCIN6 DETAILIN6 SHALL CONFORM TO THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE," LATEST EDITION. 5. REINFORCING, ANCHOR SOL TS AND ALL OTHER EMBEDDED ITEHS SHALL BE SEGUR.FLY HELD IN POSITION PRIOR TO PLACING CONCRETE. &. v'IALLS AND COLUMNS SHALL BE DOY'lELED FROM SUPPORTS l"IITH BARS OF THE SAME SIZE AND SPACING. 1. SPLICE CONTINUOUS REINFORCIN0 HITH 40 DIAMETERS MINIMUM LAP. 8. ALL EXPANSION JOINTS SHALL RECEIVE I/2-INCH PRE-HOLDED FELT MATFRIAL INSTALLED HHERE INDICATED, AT ALL BUILDINGS, l"!ALLS AND FIXED IMPROVEMENTS. "I ALL EXPANSION JOINTS SHALL RECEIVE I/2-INCH THICK SEALING COMPOUND COLOR TO HATCH ADJACENT SURFACE COLOR. 10. ALL CONCRETE l"!ALKS AND CONCRETE ACROSS DRIVES SHALL RECEIVE A MEDIUH BROOM FINISH, UNLESS OTHFRv'IISE INDICATED. II. CONTROL JOINTS SHALL BE TOOLED I/4-INCH HIDE BY I/4-INCH DEEP AS INDICATED. 12. HEAKENED PLANE JOINTS SHALL BE I/4-INCH HIDE BY 1/2 SLAB THICKNESS DEEP. GMP JOB //13-116 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUILT 11 RCE ___ EXP. ___ _ r,EV JE 1,IED BY, l,\JSPECT □R ~-- ~, I---+--l-----------+--.J------l----l------l SHEET 02 CITY OF' CAr\LSBi-\D Pl A~l~![NG D[VISl□N rn 4010 Sorrento Vi.1lle;1 Blvd. ::;u·1cc 200 San Diego, CA 92121 J---J----+----------------f-----+---f---+---1 LANDSCAPE: CONSTRUCTJON PLAN fOR: TUSCAN OF'F'lCE SUITES 2753 JEF'F'ERSON STREET J----+--t---------------1-----1---11---+---I LC 01 CARLSBAD, CA 920013 · APN: 203-110-14 APPROVED: i.,-/[ • J.1_.,.. ____ r_~¼-'\.__,,_\.~~-t::::.\L..,elL __ <::r C) I DATE DATE SHEETS 11 grnplanci:.m.:h.com T 058 550 8977 LANDSCAPE ARCHITECTURE & PLANNING J---J----+----------------1-----+---l---+---I Pl ANNING DATE l-c--oA=·r~E-+-l~Nl=r1~AL-+----------------l----l----f---+---l~D~W:;N;::~B~Y:=======,;--;:::==P=R=o=JE=c=r=~=10=.==:;-;:::D=R=A=W=1N=G=N=,o~. DATE IMI rlAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL ~t;~g ~:;: ---RP 14-04 482-BL l t l f I EXISTlNG BU!l..DING EXIST!i'JG NOTES ' • '----- IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED V-!ITHIN THE LIMIT OF V-!ORK, I&" OFF ANY HARDSCAPE AND V-!ITH PLANTING AREAS. IRRIGATION EQUIPMENT SHOV'IN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY ALL EQUIPMENT SHALL BE INSTALLED V-!ITHIN THE LIMIT OF V-!ORK LINES. VERIFY ALL LAYOUT IN FIELD V'IITH OV-!NER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL PROVIDE SLEEVING FOR ALL FUTURE PAI/ED AREAS INCLUDING FUTURE DRII/EV-!AYS, ROADV-!AY5, AS V-!ELL AS ALL CURRENT PAI/ED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD V-!ITH OV'-INER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING V'IORK. ALL RGl/'S AND QGV'S SHALL ElE INSTALLED OFFSET FROM MAINLINE AND ISOLATED V'IITH A BALL VALVE. ALL RCV'S SHOV'IN V'IITHIN 15 FEET Of EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. / EXISTING BlJ:IDING EXISTING I" HATER-"' METER LOCATED AT STATION 2l+"IC{_qq \ B ,, i I I I i • 0 ~- .I I ·.· ;_ 16 I SCALE: 1/8" = l, 24 I l;IDSCAp \\er son ,.,, uff §"' -0 0 ~ .., -< --,C S "naluro Jt , ,-15 -1"'.'fl'J:'t5"-D'fr-i- OF CAL\ -~ IRRIGATION HATERIAL_ LEGEND (POTABLF V'JATER) sc::::] C) I SYMBOL @ ~ (® @ ®) ~ @ ~ [] ~ ® ® No SYMBOL NO SYHBOL No SYMBOL ~ r-lOT SHOY'<N NO SYHBOL t~ mp •--- 4010 Sorrento Valley Blvd. Suite 200 San Dle!:JO, CA 92"121 gmpli.lnd:.irt.h,com r osa ssa 8977 LANDSCAPE ARCHITECTURE & PLANNJNG MANUFACT. PO.C 1'11LKINS 1'11LKINS HIJNTER HIJNTER COLONIAL VAL VE HUNTER HUNTER EZ-FLO HUNTER PRO-(, HUNTER/ITS N/A AS APPROVED HUNTER HUNTER CRESLINE 1'1EST CRESLINE HEST CRESLINE 1'1ES T flJNTER t-JJNTER HJNTER MODEL NO. I DESCRIPTION POTABLE IRRIGATION HATER HETER /SEE NOTES FOR DESIGNATION AND SIZES) VERIFY ACTUAL LOCATION, SIZE, AND VlATER PRESSURE IN THE FIELD PRIOR TO COHHrnGlh~ rlORK A.~D PURCHASING, EQUIPMENT 915XL \/SR SERIES, BACKFLOH PREVENTION ASSEMBLY 1'1/ HODEL YBP' 1'1YE STRAINER. ALL PIPING EETl'IEEN HETER AND BACKFLOH DEVICE SHALL BE 'K' COPPER OR RED BRASS, TO BE LEAD FREE. 500-HLR SERIES PRESSURE REDUCII-IS VALVE HITH 10 TO 125 PSI SPRING RANGE, SIZE AND PRESSURE SETTII-IS AS NOTED. ICI/-XXXG-FS SERIES PLASTIC MASTER CONTROL VALVE. MASTER VALVE SHALL BE INSTALLED IN A ',IJHBO' SIZED VALVE BOX 1'11TH LOCKltt, GREEN COVER AND 'MC'/' HEAT BRANDED ON COVER. FLOl'1-SYNC ~HFS, FVC FLOVi SEN'.½P, 1'11RE TO CONTROLLER USING P1111D CABLE IN I" CON~JIT, INSTALL PER MANUFACTURERS RECCMMENDAflONS MULTIPLE FLOH SENSORS REQUIRE SEPARATE CONDUIT RUNS. 801 SERIES TRUE UNION BALL VALVE, LINE SIZE. VALVE BOX HITH &REEN LID, HEAT BRAND LID VilTH "Bl/". i½H4LRC QUICK COUPLER VA/;'fE, INSTALLED IN 10" ROUND VALVE BOX 1'11TH LOCKING GREEN COVER AND 'QO/' HEAT BRANDED ON COVER INSTALL GO/ ON A Ir," STUB-OUT OFF MAINLINE. EACH 00/ SHALL EE ISOLATED FROH THE MAINLINE BY A IY:i" BALL VALVE AND !~STALLED AT 200' O.C PER CITY REQUIREMENTS. ICZ-IXX-B-COM DRIP SERIES PRESSURE RE&ULATING CONTROL VALVE, SIZE AS stk)l'!N, INSTALL ONE VALVE FER JJMBO RECl VALVE BOX HITH LOCKING GREEN COVER AND 'RC'/' HEAT BRANDED ON COVER. VP-1..VES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A BALL I/ AL VE LINE SIZE. EZOIO-HC FERTILIZATION cNIT HITH COUPLING CONNECTION PER MAINLINE SIZE, INSTALL PER MANUFACTURER'S RECOHHENDATIONS IN CARSON #1130-24 SUFER JUHBO RECTANl',IJLAR XL VALVE BOX. CONTRACTOR TO FILL TANK 1'11TH ttGRH 102030 AT BEGINNlt-l5 OF PLANT INSTALLATION AND SHALL PROVIDE A fl.LL TANK VPv'N MAINTENANCE TURNOVER. IRRIGATION CONTROLLER ASSEMBLY /HALL MOUNT) SEE TABLES FOR HODEL AND STATION COUNT. WNTROLLER SHALL HAVE A DESIGNATED RECTANSULAR PILL BOX INSTALLED AT PEDESTAL BASE. "SOLAR SYNC" ET SEN':OP, ITS SHALL MOUNT TO ENCL09JRE AND HIRE TO CONTROLLER. 120 VOLT ELECTRICAL PO/'IER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD PULL BOXES FOR HIRE SPLICES SHALL BE LOCATED APFROXIMATELY 500' O.G. AND AT THE ENDS OF ALL SLEEVES UNDER PAVING. PULL BOXES SHALL BE IO" ROUND HITH LOCKING LID PROVIDE A PLD FLUSH CAP AT END OF DRIP DISCHARGE HEADER. INSTALL FLl.nH VALVE INSIDE A SEPARATE VALVE BOX, ONE AT EACH END OF THE TUBING RIJhS IN EACH DIRECTION. INSTALL 18' FROM PAVING. PLD-AVR AIRNACWM RELIEF VALVE, INSTALLED HITH A COMBINATION TEE. INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROJND VALVE BOX AT THE HIGH POINT OF EAGH PLANTER, MULTlflE AVRS SHALL BE REQUIRED PER RCV, VERIFY QUANTITY PRIOR TO STARTII-IS HORK, INSTALL VALVE BOX 18" FROM PAVING AND AT HIGH POINT OF PLANTER AREA PVC '.½LVENf HELD LATERAL PIPE 1'11TH SGH.4O FITTINGS, ¾"-I½' SCH. 40, 2"-2½" CLASS 200, DEPTH AS PER DETAIL. P-./C. PIPE MAINLINES, DEPTH AS PER DETAIL, t½'; SMALLER SHALL BE S?LVENT 1'1ELD SCH.40 HITH SCH.40 SOLVENT 1'1ELD FITTll't,S, 2'-3" SHALL BE SOLVENT HELD CL. 315 HITH SCH.80 SOLVENT 1'1ELD FITTINSS12½"-3' FITTll't,S SHALL BE THW:,T BLOCKED, 4' AJ~D LARGER SHALL BE CL. 200 GASKET .!OINT 1'11TH LEEHW DIJCTILE IRON FITTINSS AND JOINT RESTRAINT. PVC PIPE AS SLEEVING, CL 315 TVlCE THE Dl/lJ'IETER OF PIPE OR 1'11RE BUNDLE CARRIED PLACE BELOl'1 ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OHNER'S AUTHORIZED REPRESENTATIVE. SLEEVES UNDER BROH DITCHES SHALL BE Efl'..ASED IN CONCRETE A MINIMUM OF 6" THICK ON ALL SIDES OF PIPE. EXTEND ALL SLEEVES 12" MINIMJM PAST HARDSCAFE EDGES, MARK HARDSGAFE GIJRBS 1'11TH 'IS' IN 2" HIGH LETTERS FOR LOCATION/S.) EXTEND ALL PIPE IB" PAST SLEEVE FRIOR TO ANY FITTINGS. PLD-06-12 DRIP TUBING 1'1/ b GPrl EMITTERS 12" ON GENTE~ INSTALL 11JBING ROl"6 A HAXIHUH OF 16' APART IN PLANTINS AREAS. ALL TUBING SHALL BE INSTALLED 3" BELOl'1 MILCH GRADE 1'1/ q' 1'11RE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACl!\15 IN THE FIELD FRIOR TO STARTING Y-tJRK PLD FITTINGS FOR CONNECTION BETNEEN 'r/C LATERAL HEADER LINES AND DRIP ll!BING ALL CONNECTIONS BETViEEN DRIP TUBING SHALL BE MADE USlt-l5 FLD FITTINGS DETAIL N/A A B F C, D G R NIA L GI NP N Kl s P,O P,O P,O NIA T,U,V,1'1;<,Y 1- Y,Z AS APPROVED IRRIGATION CONTROL 1'11RE SHALL BE #141JF AHS DIRECT aJRIAL (UL APPROVED), COLOR CODE :.ilRE PER CONTROLLER, A MINIM.-M OF N,Hl,11,Jl SPEARS KEll KB! HILKINS CARSON DATE INI flAL DESIGNER OF WORK THREE SEPARATE SPARE PILOT 1'11RES TO THE END OF EACH MAINLINE. RCUTE SPARE NIRES INTO EACH VALVE HANIFOLD LOCATION, EVNDLE AND TAPE ALL HIRE AND INSTALL ADJACENT TO HAINLINE, LEAVE SPARE HIRE ENDS IN THE LAST VALVE MANIFOLD BOX ON THE MAINLINE. IRRIGATION COMMON HIRE SHALL BE il2UF AY1G DIRECT EVRIP-1.. /UL APPROVED). DS-500 PRE-FILLED HIRE CONNECTORS, USE ON ALL HIRE CONNECTIONS IN VALVE OR PULL BOXES ONLY O SPRING TYFE CHECK VALVE, LINE SIZE BY LATERAL LINE, INSTALL DOHNSTREAH OF EACH RGI/ 1'1HEN RCV IS Hl6HER THAN THE E SPRINKLER HEADS. Sl'11NS TYPE CHECK VALVE, LINE SIZE BY LATERAL LINE, INSTALL DOHNST?.EAM OF EACH RC'/ ViHEN RO/ IS LOl'1ER THA.~ THE E SPRINKLER HEADS. BR-4 FRES9.IRE RE8JLATll\l5 VALVE TO BE INSTALLED ON ALL LATERAL LINES HHERE SPRINKLER HEADS ARE LOCATED AT AN ELEVATION HORE THAN 50' LOHER THAN THE RO/. SET PRES3JRE TO CONTROL PRESSURE ClJE TO THIS ELEVATION CHANSE, SIZE PER LATERAL LINE SERI/INS SYSTEM. INSTALL IN A 10" ROJND VALVE BOX BELOl'1 GRADE. CONTRACTOR TO LOCATE ALL :JJCH PRV'S IN THE FIELD AND SHOH LOCATIONS ON RECORD DRAl'1li't,S VALVE BOXES, SIZE FER EQUIPMENT LE6END, VITH T-COVER LIDS AND CAPTIVE BOLT AND LOG-KIT. FOR ROUND DRIP EMITTERS USE MODEL 510, 1" EGONO SHALL BE MODEL 108, 10' ROUND SHALL BE HODEL 910, 12' STANDARD RECT. SHALL BE HODEL 14[q, 12' JUM20 RECT. SHALL BE HODEL 1220, SUPER .UMBO SHALL BE MODEL 1324, AND SIJPER .UHBO XL SHALL BE M'.JDEL 1130. VALVE BOXES SHALL HAVE BLACK HDPE BODY AND GREEN LIDS IN TLRF, BLACK LIDS IN SHRIJB BEDS, h~D TAN LIDS IN ROCK MJLCH. FOR U'.;--E IN r-lON-VEHICULAR TRAFFIC SITIJATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. ~!--CONTROLLER/ STATION• lJ..j]Qj--GPH ~--VALVE SIZE GMP JOB //l3-ll6 APPRO'/ED FOR IRRIGATION AND PLANTING ONLY, INCLUDIN0 PRECISE LOCATION Of PLANTING AREA. RCE REVJE\-/ED INSPECT DR B H,l,J 11 AS EXP. BY, BUIL T 11 DATE DATE SHEET CITY OF' CARLSBAD SHEETS 03 11 PLANNING D!V[S!ON LANDSCAPE IRRIGATION PLAN FOR: TUSCAN OF'F'ICE SUITES 2?53 JEF'F'E.RSON STREET CARLSBAD, CA 92008 Ll-01 APN: 203-110-14 APPROVED: [-f_;J!_~ 6'--f;\,~.,.;it 1-2--1-1;;;- PLANNING DATE DWN EJY: PROJECT NO. DRAWING NO. DATE lfll flAL DATE INITIAL CHKD BY: RE\/ISIOf'-! DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: RP 14-04 482-SL ' I I f , I I I ! I LEGEND I. 2. 3. 4. 5. b. 1. B. "I. 10. 11. 12. 5 15. 14. ~ NOTES, I. INSTALLATION HUST CONFORM TO LOCAL CODES 2. CONTRACTOR HUST PROVIDE BAGKFLOH GERTIFIGATION. REDUCED PRESSIJRE PRINCIPLE BAGKFLOH PREVENTT:R, PER LEGEND HYE STRAINER /IF SPECIFIED) BRASS NIPPLES /LENGTI-1 AS REQ.) FINISH SRADE SGH.80 PVG FEMALE ADAPTT:R. PVG PRESSURE Sl,PPL Y LINE, SEE SPEGIFIGATIONS. 1211xl2"xl2' CONCRETE THRUST BLOCKS BRASS TxT ELL, LINE SIZE GOPPER SxT ELL, LINE 51 ZE TYPE 'K' COPPER TUBINS FRON HATER HETER. V.l.T. STRONSBOX QP-SOBF aUIGK PAD, If ENCLOSURE IS SPECIFIED, SET 2 11 ABOVE GR.A.DE FILL BASE OF QUICKPAD Y'IITH 3/,," ROCK TO TOP OF BASE OF UNIT STAINLESS STEEL ENCLOSURE /IF SPECIFIED) PRESSURE RESULATOR /IF SPECIFIED) 5. ALL THREADED CONNECTIONS TO HAYE TEFLON TAPE OR PASTE. 4. ALL BRASS OR COPPER BELOY'l SR.ADE SHALL HAYE AY'lf"lA c2oq APPROVED PIPE TAPE. QUICK COJPLINS VALVE BOX (TYPJ--~ 0 0 0 12 I ,2 .. I Cl~ _11 NOTES, i," ROUND PLASTIC VALVE BOX, 'T' TYPE LOCKIN6 LID FINISH 6RADE CHECK VALVE INTE6RAL UNIONS 3" CLEA.RANGE BELOI"! VALVE TOP OF BOXY," ABOVE FINISH GRADE IN TURF, 2" ABOVE FINISH 6RADE IN BEDS I CU. FT. PEA 6RAVEL BRICK BLOCKING (2 REQ.) DEPTH-SEE SPECIFICATIONS RECTANGULAR VALVE BOX (TYP) ---~ j 0 __,--L___ 0 I ,2 .. I -r---, 0 0 ' I. VALVE BOXES SH,A,LL BE LABELED BY HOT IRON BRANDING OR ALUMINUM ASPHALT BASED Y'iA. TC::RPROOF PAINT. 2. G-ONTR.oL VAL YES SHALL 8E INSTALLED TO ALLOri ORDER.!. Y ARAAN0EMENT OF VALVE BOXES. 3. LOGATE VAL VE ASSEHBLIES IN SHRUB OR GROUND GOVER AREAS ,'IIHEN POSSIBLE. 4. LOC-AT!ON OF VALVE ASSEMBLIES SHALL BE ST/\KED FOR APFRO'/Al BY LANDSGAPE ARCHITECT PRIOR TO INSTALLATION. 5. GENTE,~ VALVE ElOXES OVER VALVE ASSEMBLE TO FAclLITATE AC.GESS f\ND MAINTENAMC.-E. 0. 5ET VALVE Bo><E5 AT EQUAL ELEVATIONS V'ilTH TOPS AT FINISH GRADE IN l1JRF AREAS OR 3" ABOVE FINl5H GRADE IN SHRUB/GROUND COVER AREAS. 1. VALVE BOXES SHALL ElE SET PARALLEL TO EACH OTrlER AND PERPENDICULAR TO EDSE Of AREA. 8. DO !\OT DEFORM OR G-OLLAFSE VAL'/E BOX BY EXCESSIVE SOIL GOMFACTING AROlJND BOX. '1. ON REC-YC-LED 5'(5TEM5 ALL VALVE 60.:-<ES AND QUIC-i< C-Cl.-PLIN6 VALVES :SHALL BE CLEARLY COLORED PURPLE. BOX LAYOUT ---------FINISH GRADE IN TURF AREAS ------PLASTIC RCVND VALVE BCX Y'IITH BOLT DOHN GOVER, USE STAINLESS BOLT, NUT, AND HASHER. BOX TO BE PLACED 18" FRON HARDSCAPE ED6E. HEAT BRAND "PRV" ONTO LID. ,---PRESSUR_E RE6ULATOR, SEE LE6END FOR SPECIFICATION MltW',r'---+--1--,,G I 3"~ -•111..'...!..!.111• 11 --FINISH GRADE 111 111 [ 2 NIN,L"-.1 : IN SHf"lJB AREAS 111 111 # 1m!ll~W PVC 9fl::I ,f?'O T.O.E. _111-ill-L =rnillrnl 11, NIPPL-, 3 MIN., 2 REa. -111-11 ~ \fr~--' t ·,1 r / I 111 = II I E~~---PVG SGH 40 SLIP --· I ,---, j COUPLING, 2 REQ. ! ~:-;-MIN. \ a-~"•,ZJ -, .. ..-.:1 CJ0of1r o ,. I PVC MAINLINE TO MASTER r ' oO~.v. n ·ru,•-t,o ~ '/ALVE, PIPE PER SPECS. l:SJ;°,•'-.0 /.:Jo_b ~ o'• v"~ •-~ (4) BRICK ~JPPORTS ,:,(.(}(..)~~9J Q, .:i j 'b Cf>fHJc1 '<o·c:1 I ~--------B/4" ROCK, 2 CUBIC FT. ~---------LANDSCAPE FABRIC ~------------BRASS NIPPLE /TYP). ~-------------BRASS UNION ~-------------------PVC MAINLINE FROM P.O.C. NOTE, USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM SUPPLY SIDE OF THE PRESSvRE REGULATOR ASSEMBLY. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. ------FINISH GRADE IN TURF AREAS -----PLASTIC RECTAN6ULAR VALVE BCX Y'IITH BOLT DOHN COVER, USE STAINLESS BOLT, NUT, AND Y'IASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSGAPE ED0E. HEAT BRAND "MV" ONTO LID. -MASTER CONTROL VALVE, SEE LE0END FOR SPEC. IIM!!!llll!lllll!M!l,.lr= --_,,,, -"' -= -= -= f'i' -= -= -= -= -= 7=', J3...'.'...:_-!ffl . 11 ~I I W" F 1l~--FINISH GRADE IN SHRUB AREAS m~rn 4" MIN. J ill ill 1111Tlilln= '~-~«((((«((((/(((((((((( ~ill111 24" i"llRE LOOP I ~-i @{fF11=1 i~ir • i~~ v~: s-:;~;MALE Q ADAPTER, /I OF 2) 2" MIN PVC MAINLINE TO FLOY'! [ ,-#ac'Jl;~v; ~x;i,~ ~~ O',,) 0 • .;;;,· ' SENSOR, PIPE PER SPECS. J[:53'.J~! ,0 ,~•-/4) BRICK SUPPORTS ~------BRASS UNION ~-------BRASS NIPPLE (TYP). ~-------LANDSCAPE FABRIC ~---------3/4" ROCK, 2 CUBIG FT. ~-----------------PVC MAINLINE PIPE FROM BACKFLOY'I PER SPECS. NOTE', USE 45 DEGREE ELLS TO ACHIEVE HAINLINE DEPTH FROM SUPPLY SIDE OF THE MASTER VALVE ASSENBL Y. ALL THREADED CONNECTIONS TO HAYE TEFLON TAPE OR PASTE. NOTE, 0-- RCV IRRIGATION CONTROL VALVE 0 0 IRRIGATION CONTROL VALVE I. RECT. VALVE BOX \111TH LOCKABLE COVER. 2. 2" LABELIN6 PER SPECIFICATIONS 3. CONTROLLER/EQUIPMENT DESl6NATION 4. VALVE IDENTIFICATION S. ROUND VALVE BOX HITH LOCKABLE COVER ALL VALVE BOX COVERS SHALL BE PURPLE IN COLOR ON RECYCLED V¼TER SYSTEMS. f ~ FINISH GRADE IN WRF AREAS ___ PLASTIC RECTANGULAR VALVE BOX HITH BOLT DOHN COVER, USE STAINLESS &'.JL T, NUT, AND HASHER. BOX TO BE PLACED AT RISHT AN6LE TO HARDSCAPE ED0E. HEAT BRAND "FS" ONTO LID. __ FLOH SENSOR, SEE LEGEND FOR SPECIFICATION FROM NASTER ". . . . . / ~~1i VALVE 111-111: / I'' -----lii=iii=I " --24" HIRE m m 4 MIN. 1 , Loop ---m;:;;ff!= --,««({(«((@~-~-WU='iill§ FINISH GRADE IN SHRUB AREAS I PVC MAINLINE TO SYSTEM, PIPE PER I I 10 X PIPE DIA -rr A-:r ,r& 5 X PIPE DIA -1 I -FF6v;} -1(1 I SPECIFICATION I ' I_ FUNNEL TYPE CONCENTRIC REDUCER FITTIN0 { 2" NIN. _/, ~ RQ~• •~f}opr o ., ~ ~ ,cf(J ~. (-· -:Jc' ~" -------~t• -l?~liJ! -~ --(4) BRICK SUPPORTS Jt,ct?,'¾ I< ' <X ~ " I" ELECTRICAL----~c___ __ _ CONDUIT TO S/4" ROCK, 2 CUBIG FEET ~--------cl ANDSCAPE FABRIC CONTROLLER NOTE, NO FITTINSS lox FIFE O.D. UFSTREAH OF SENSOR, NO flTTIN6S 5x PIPE O.D. DO~NSTREAN OF SENSOR. INSTALL FLOH SENSOR PER THE NANUFACTURER'S RECOMNENDATIONS, ROUTE Y'IIRES THRCU6H CONDUIT TO IRRIGATION CONTROLLER. USE 45 DE6REE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOHNSTREAM SIDE OF THE fL0:1 SENSOR. NOTE', -------FINISH SRADE IN T\iRF AREAS ~---PLASTIC RCUND VALVE eox ~TH BOLT DOl"IN COVER, IJSE SfAINLESS BOLT lslJT AND HASHER. HEAT BRAND 'QG'/' ONTO LID. 9il!l!ll!IIIM'II-~----~ ' - ~111~111~ K !\,~--FINISHGRADEINSHRUBAREAS illffirrm 2" MIN. lJB-m-m-,,,___ IL. • 111 IT a ---r rr QUICK GOWLER VALVE SEE LEGEND FOR SPEC. m , "'" 0 _ BRASS Nlfl'LE, MOLDED IN PLACE = ~ ~\ 1, -(4) BRICK ::UFFORTS ~~ ------:::-----LASGO SCH. 40 TRIPLE SHIN0 JOINT ASSEMBLY I~>~ l',ITH NALE BRASS STABILIZER ELBOH ~Fr{0) I ~--MAINLINE, SEE SPECS. ------•4 x 3b" REBAR STAKES, (I of 2) ~---------LANDSCAPE FABRIC ~-----------3/411 ROGK, I GI.BIG FT. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE QUICK COUPLER VALVE KEY MUST Si',IVEL FREELY ffiEN INSERTED INTO LUG TRACK. f~------------HARDSCAPEED6E re I~---------INSTALL HAINLINE IS" OFF OF HARDSCAPE EDGE ~-------SCH.BO TEE, HAINLINE x I Yi' SxSxS r==:,_,m_,_~ -f = 11 -~---BALL TYPE ISOLATION VALVE 'l"f -SCH. BO PVC UNION 0.. -IT ~---QUICK COUPLER SCH.BO TRIPLE SHINIS JOINT ASSENBL Y HITH DOJBLE 0-RING SEAL ®O, ----OUIGK COUPLER VALVE IN A ROUND VALVE BOX, SEE LEGEND FOR SPECS. NOTE, ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. QGV TO BE INSTALLED IN PLANTING AREAS HHEN POSSIBLE. ----FINISH 6RADE IN TIJRF AREAS ~--PLASTIC RECTANGULAR VALVE BOX HITH BOLT DOHN GOVER, USE STAINLESS BOLT, NUT, AND HASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. NOTE, BOX TO BE INSTALLED TO ALLOH FOR PROPER OPERATION Of BALL VALVE HANDLE. INSTALL AT RIGHT ANSLE TO HARDSCAPE EDISE. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAINLINE DEPTH. ALL THREADED CONNECTIONS SHALL HAVE TEFLON TAPE OR PASTE. © ~~;,;T5\/ AL \/E 4B' ~ ~ ,,___«/ "0 "' ,~ -tr: «l ,,___ . .p le './;~ a~ -?er: ,f:0 u✓ ,,_Q? ~ ol u-'-o+ ej 1 lJ 4✓ /o/ DI', RY'I A GC CONNUNICATION GABLE PULL BOX DH RY'I A RCV + STATION il REMO fE CONTROL VAL VE DH RY'I A NV NASTER CONTROL VALVE DH RY'I A FS FLOY'l SENSOR DH RY'I A BV BALL VALVE DH RY'I A Fl FERTILIZER INJECTOR DH RY'! A BS BASKET STRAINER Di'I RY'I A MS MOISTuRE SENSOR Di'I RY'I A PB PLLL BOX DH RY'I A QCV QUICK CCVPLER VALVE DH RY'I A FV FLUSH VALVE Di'I RY'I A SLV SLEEVE MARKER DH RY'I A BO HAINLINE BL0\11 OUT DH RY'I A 0,1 DRAIN VALVE DH RY'I A ARV AIR.IV ACUUM RELIEF DH RY'I A DF DISK FILTER DH RY'I A PR'/ PRESSURE RE6. VALVE CONTACT IRRIGATION CONSULTANT FOR ANY DEVICE NOT LISTED. I 0 ' 0 ' l'OJNT E,C-1.0:'JRE AS PER HA;tfACTURER'S RECOMMENDATION CONTROLLER, SEE LE6END FCR SPWFICATICN. 120 VOLT POYfR :tfrl Y IN J-00~ BY O!llER5 RIGID ELE6 TRIGAL GONCUIT TO RAIN ,EN½R (IF :'fEGIFW) IN RIGID CONL'JIT W~ VCLTASE i'IRE IN Rl01D f'/(, GCNr;iJIT FVG ELEGTRl(AL S11i'EP TO EXTI:RIOR SJILDING Ml TIRO½H J-eox I "°CZ]~~ ' C) I sc:::::i I GMP JOB //13-116 APPROVED FOR IRRl6A TION AND PLANTIN6 ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. BJILDINS FLOOR BY OTrlER5 11 AS BUILT 11 NOTE, INSTALL Erl:L°"URE AS INDlcAlW FER PLAN I MAttfACTWl:R$ REWl1-IENDAT~N. ROUT!' VIRES AW== THRO!SH l'Wl TO RE6TMSl,IAR F\,Ll aox NI!) JRAJ,':JTION TO DIRECT ElJRY ~IRE. RCE ___ _ EXP.____ DATE REVIE\.IED BY, rnsPECT □R DATE 4~ f---l--l-------------1----t----l----+--l I 04 I m.p ~======--==~ CITY OF Ci-\RLSBAD PLAl',NlNG Dl\/[Sl□N SrlEETS 11 4010 Sorrento Valley a1v<.1. Suim LOO San Dlego, CA 92121 gmp!andi..irch,com T 058 550 0977 LANDSCAPE ARCHITECTURE & PLANNING DATE INI rlAL DESIGNER OF WORK REVISION DESCRIPTION DATE INI rlAL DATE INITIAL Q mm APPROVAL Cl fY APPROVAL LANDSCAPE IRRIGATION DETAILS r'OR: TUSCAN OF'F'ICE SUITES Ll-02 APPROVED: PLANNING DWN BY: 2753 JEFFERSON STREET CARLSBAD, CA 92008 APN: 203-110-14 PROJECT NO. CHKD BY __ _ RP 14-04 RI/WD BY: 1-t-1-1,:;- DATE DRAWING NO. 482-8L ! ' I, i ' ' I' ' i ! I, : ii 'I I, ' ' ' I' I' • NOTE, IF MANIFOLD SUB-MAIN IS AT VALVE DEPTH, TEE INTO VALVE l"IITH 5GH.BO NIPPLE. LEt-l'.;TH AS REQUIRED. ------------IRRl&ATION MAINLINE INSTALLED IB" OFF HARD5GAFE ED0E HARDSCAPE -- EDGE (a -•~-------QUICK GCUPLER VALVE ON Sl"IING JolNT IN ROUND VALVE BOX ri-i---------SGH. BO F'/C TEE, SxSxS L MAINLINE X MANIFOLD SIZE -H--------SCH. 80 PVC UNION '"11--------BALL TYPE ISOLATION VALVE, IF SPECIFIED r-{l ~--------SGH. 80 PVC TEE, SxSxS l' l,.l -11--------BALL TYPE ISOLATION VALVE, IF SPECIFIED ~ SGH. BO PVC UNION IRRIGATION SUB-MAINLINE, SIZE PER LARGEST VALVE 12' TYF. ,le-, -MINIMUM 12" SEPARATION BE"T'l'<EEN ALL VALVE BOXES HARDSCAPE -- EDGE IB" TYF.- PLANTING AREA l~[[.,_,>-~ NOTE, "-------REMOTE CONTROL VALVE -----SGH. 80 PVC UNION ----LATERAL LINE TO SPRINKLERS NOTE, ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE INSTALLATION DIMENSION-PEDESTRIAN A El 3" OR LESS DIA. 18" ]8" DIMENSION-VEHICLE A El 6" OR LESS DIA. B6" 24" C IS" C 3&" D &" D 6" EXTEND ALL SLEEVES 12" MINIMUM PAST HARDSCAFE ED0ES BACKFILL SHOULD BE PLACED IN 6" LAYERS AND TAMPED FER GEOTECHNIGAL Et-l'.;INEER RECOMMENDATIONS ON (02-23-12) THE CONTRACTOR MAY UTILIZE NATIVE SOILS FOR BACKFILL. BACKFILL SHALL MEET THE QUALITY OF MATERIAL AND METHODS IDENTIFIED IN THE IRRl0ATION SPECIFICATIONS. THE CONTRACTOR SHALL FRO'/IDE l"!RITTEN DOCUMENTATION TO THE CLIENT THAT BACKFILL MATERIALS ARE IN COMPLIANCE i"!ITH THE IRRl0ATION SPEGIFICATIONS, SLEEVE INSTALLATION, POTABLE Q }------------'------- SCALE, N.T.S. BLANK nlBIN0, LEN0TH AS REQUIRED • ~ 1011 INAX, LF RVC, FILTER, PRV ASSEMBLY (SEE LE&END J ~ FVG HEADER, FER FLAN MANUAL ISOLATION BALL VALVE FER LE0END LANDSGAPE DRIFLINE. LEN&TH AND TYPE PER LE&END TREE ROOTBALL EMISSION POINT (TYPJ ESTIMATED DRIPLINE OF MA TU!sE TisEE AIR RELIEF VAL VE, FER LE0END, INSTALL AT Hl0HEST POINT MDFGCIJF COcFLIN0, (I OF 2) MANUAL LINE FLUSHIN& VALVE I"!/ GRAVEL FINISHED &RADE IN 11.IRF AREAS ,-------10" ROUND PLASTIC-VALVE BOX l"IITH EOLT DOl"IN GOVER, USE STAINLESS BOLT, NUT, AND l"IASHER. HEAT BRAND 'PB" ONTO LID, ,---24" f"ilRE EXPANSIC\~ LOOP (TYP). II Q 0 .o •• o~ • • • 0 • 1 ..____ ___ _,---PVC-ELECTRICAL Sf"IEEF (IF INSTALLED IN CONDUIT) ~-1----------LANDSCAPE FABRIC ~-----------3/4' ROCK, I CI.-BIC FT. -k-----c/lL b" I ® :~;~;:_ PULL BOX 1 ;f£f ,rt,,1,-t---t--1---'-irra ~~ 3 11 tvllN,U\I iiicd:!'\s B q ~ II NOTE, ALL THREADED CONNEG TIO TO HAVE TEFLON TAPE OR PASTE. ',"- NS ~ ~ w i-- I I/ 1□ - - ~- F (i)PVG 5GH BO NIPPLE (CLOSE) G}tALVE BOX VIITH COVE!s, 24-INCH SIZE 01D TAG, RAIN BIRD SERIES ID TAG 0 l"IATE!s PisOOF CONNECTION RAIN BIRD SPLICE-I (I OF 2) (vso-lNCH LINEAR LEN0TH OF !"!IRE, COILED G)FINISH 0RADE G) TOP OF 1-iULCH @PVC-SCH 40 C-OIJPLIN0 G)Pvc SCH BO NIPPLE (LENGTH AS REOIJIRED) @ P'/G SCH 40 ELL @PVC-SCH BO NIPPLE /2-INCH LENGTH, HIDDEN) AND PVC-SCH 40 ELL @PVC-SCH 40 TEE OR ELL @BRICK (I OF 4) M3.0-INCH MINIMUM DEPTH OF ~ 3/4-lNGH MSHED GRAVEL @PVC-1'-'IAINLINE @c.oNTROL ZONE KIT, RAIN BIRD MODEL XCZ-1OO @PVC, SCH BO UNION FOR SERVICING ASSEMBLY @p,;c. SCH 40 MALE ADAPTE!s @PVC LATERAL PIPE FL'JSH VALVE/SJ, PER LE&END, PLUMB TO EXHAl.!ST HEADER EXHAUST HEADER AIR RELIEF VALVE, PER LE&END, INSTALL AT Hl0HEST POINT ON ZONE DRIP 11.IBIN& START CONNECTION SUPPLY HEADER CONTROL ZONE KIT (SEE LE0END) AREA PERIMETER DRIP TUBING LATERAL NOT TO EXGEED 200 LINEAR FEET BETl"IEEN HEADERS PERIMETER LATERALS 2" TO 4" FROM ED0E V DRIP ZONE LAYOUT CENTER FEED SCALE, N.T.S. -----LOY'! VOL TA0E Y'IIRES, 3 MAXIMUM OUTER GASE Of GONNEG TOR STRIP AND TV'IIST Y'IIRES FOR PROPER CONNECTION V'ilRE NUT NOTE, INSPECT, TEST, AND VERIFY PROPER SYSTEM CONNECTION BEFORE INSERTION INTO SEALANT CARTRID&E. DO NOT RESUSE SEALANT GARTRID&ES. Hl0H POINT OF MAINLINE OR PER PLAN ~---------REGT, VALVE BOX V'i/ BOLT DOl"!N GOVE!s AND EXTENSIONS AS REG. m~m0=0,1 ~ ... ~II 1·~ .. l~I i=·Ji:::::.:== \ ~111· .. 111 _ ·_· _ ¾" ROGK Tl"!O 4 ' CUBIC FEET NOTE, SCH.BO--- MAINLlflE FITTING, (SxSxT) ('MIN. r::: - ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. ~ VAGIJUM-AIR RELEASE VAL VE (SEE LE0END FOR SPECIFICATIONS) ---------BRASS NIPPLE (CL.xCL.) ,,----(4) BRICK SUPPORTS -------ONE GUBIG FT. C.ONGRETE SUPPORT ~-------REBAR TIE ROD 5/8" DIAMETER NOTE, 1ECTIONS ALL THREADED CONN TO HAVE TEFLON TAP E OR D ~ CONTROL ZONE KIT (SEE LE0ENDJ PASTE. '- - ~ I- c----' Cr:: ~ PVC SUPPLY HEADER DRIP TUBING START CONNECTION DRIP TUBIN0, FER LE0END, NOT TO EXCEED 200 LINEAR FEET BETl"!EEN HEADERS AIR RELIEF VALVE, PER LEGEND, INSTALL AT Hl0HEST POINT ON ZONE AREA PERIMETER PERIMETER LATERALS 2" TO 4" FROM ED0E F"/C EXHAUST HEADER FLUSH VAL VE, PER LE&END, PLUMB TO EXHAIJST HEADER @ ~=~·~T;ONE LAYOUT -END FEED DIMENSION A 1/2" TO 2-1/2" IN SIZE IB" S" IN SIZE 24" 4" AND LAR0ER 30" NOTE B 12'1 X X C 6" 6" 6" FINISH 0RADE CLEAN COMPACTED BACKFILL LA IERAL LINES, SEE SPECS. UNDISTURBED SOIL BACKFILL SHOJLD BE PLACED IN 6" LAYERS AND TAMPED PER 0EOTECHNICAL EN&INEER RECOMMENDATIONS ON (02-23-12) THE CON"TRAGTOR MAY UTILIZE NATIVE SOILS FOR BACKFILL. BACKFILL SHALL MEET THE DUALITY OF MATERIAL AND METHODS IDENTIFIED IN THE IRRl6ATION SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE l"!RITTEN DOCUMENTATION TO THE CLIENT THAT BACKFILL MATERIALS ARE IN COMPLIANCE HITH THE IRRl&ATION SPECIFICATIONS. p PIPE INSTALLATION, POTABLE SCALE, N.T.S. AREA PERI METER____// BLANK TUBIN0 HEADER CENTERED ON MOUND OR BERM -~ 4 5 (i)TEE 0 TOP OF MULCH 0 FRESSURE-GOMPENSA TIN0 \_::_JIN-LINE EMITTER TUBIN0 FEis LE0END 0 TIE DOY".~ STAKE 0 FINISH ISRADE .J~-----FLUSH VALVE, PER LE0END, PLUMB TO EXHAUST HEADE!s .,,---DRIP TUBIN& PER LE0END, NOT TO EXCEED 200 LINEAR FEET BETl"!EEN HEADERS e)~ir\--------AIR RELIEF VALVE, FER LEGEND, INSTALL AT Hl&HEST POINT ON ZONE ~-DRIP l1JBIN0 START GONNECTION "':::J GMP JOIJ //13-116 APPROVED FOR IRRIGATION AND PLANTIN0 ONLY, INCLUDING PRECISE LOCATION Of PLANTING AREA. ·;p.~---S'.:UPPL Y HEADER ~---+---'--------------! 11 AS BUILT'1 NOTE, ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. --CONTROL ZONE KIT (SEE LE0END) X DRIP ZONE LAYOUT -ODD GUR\/ES SGALE, N.T.S. RCE __ _ EXP.____ DATE REV IEVED BY, JNSPECT □R DATE ... ., SHEET CITY OF' C1\RLSB1\D ., 1----1---t-----------------t----+---i---1--Q 5 PLANNING DIVISION SHEETS :L 1 11osc.4p \ ter so11 <>% t"' -0 <") -' .., ..)'H~S'e:'.'.'::__: -< * o--rr;. , o .. CAI. rn 4010 Sorrento Valley 3Jvd. Suite :i!OO San Diego, CA 92"!2i !J mpli.H1dill'dl.COfrl T 058 558 8977 LANDSCAPE ARCHITECTURE & PLANNING DATE INITIAL DATE INI rlAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL :=:::::====-===============-=== LANDSCAPE: !RP.JGATJON DETAILS r'OP.: Ll-03 TUSCAN OFFICE SUITES 2753 JEFFERSON STREET CARLSBAD, CA 92005 APN: 203-110-14 i f I I y NOTE 1-----EASY FIT GOMPRESSION ELBOV'I: RAIN BIRD MDGFEL EASY FIT GOMFRESSION TEE, RAIN BIRD MDCFTEE LANDSCAPE DRIPLINE TUBING, RAIN BIRD LANDSGAFE DRIFLINE LD-XX-XX OR RAIN BIRD FURFLE LANDSCAPE DRIPLINE LDP-XX-XX OR I/2-INCH POLYETHYLENE PIPE, RAIN BIRD XBS BLACK STRIPE TUBING EASY FIT COMPRESSION COUPLINS, RAIN BIRD MDGFGD-,F EASY FIT COMFRESSION FLUSH GAP, RAIN BIRD MDCFGAP EASY FIT COMPRESSION FITTINGS SCALE, N.T.5. F"/GPIFE~ ..._ ,; 3" 3" PRIOR TO THRUST BLOCKING, V'!RAF FITTINGS USING AV'!i'IA G209 APPROVED TAPE. 2000 LB. MINIMUM GONGRETE. THRUST BLOCK BEARINS FACE TO REST AGAINST UNDISTURBED SHOVEL GUT SOIL. GI ~----EAY!" OF cc!LDING ~---FLASTIG TIE DCvti S1liAP = ----;EN::OR, SEE l£GOO FCR Sfl'GS. ~---i¾'.NTING BIW,KET --------------~IRE TO IRRloAWH GGNTROLLER --------------------SECcRE ~iRE ~ITHCABLE TIE BmKET, 3' 0.6. MIN. ViEA THER SENSOR MOUNTED ON EAVE SCALE, N.T.5. z NOTE, ,,,,,-EASY FIT GOMPRESSION GOUPllNG, / RAIN BIRD MDCFCOUP RAIN BIRD MDCF75MPT OR n EASY FIT 1/2" MALE COMPRESSION ADAPTER \.a RAIN BIRD MDCF50MPT ___,-LANDSCAPE DRIPLINE TUBING, ~ RAIN BIRD LANDSCAPE DRIPLINE I LD-XX-XX OR RAIN BIRD PURPLE LANDSCAPE DRIPLINE LDP-XX-XX OR I/2-INGH POLYETHYLENE PIPE, RAIN BIRD XBS BLACK STRIFE TUBING> EASY FIT COMPRESSION COUPLING, RAIN BIRD MDCFCCUP '------EASY FIT 3/4" FEHALE COMPRESSION ADAPTER RAIN BIRD MDGF15FPT OR EASY FIT 1/2" FEMALE COMPRESSION ADAPTER RAIN BIRD MDGFSOFPT EASY FIT COMPRESSION ADAPTERS SCAU", N.T.S. TOP VIEV'l 3" FVGTEE __/ .• -r-' . lll .-" u . .. cf: PRIOR TO THRUST BLOCKING, i'IRAP FITTINGS USING> Ai'li'IA G20'I APPROVED TAPE. 2000 LB. MINIMUM GONGRETE. THRUST BLOCK BEARIN6 FACE TO REST AGAINST UNDISTURBED SHOVEL GUT SOIL. HI ,,----------VALVE BOX V'!ITH GOVER, I0-l~CH ROJND SIZE /l~~~~ -----FINISH 0RADE / TOP OF I ~<(<.~ MULCH ~----+,H>,~'¥s7~~: 1/,," x 8' GROIJNDINS ROD, , ,"",''\· 50 OHMS CR LESS ,;:;::;:::;:::;::;-~ir----------HIRE FROM SUR6E ,,-;:::_:=7S:,-:;::'4P:: PROTECTION TO 0ROl)NDIN0 ROD (I OF 2) 0 C><J --....__ _____ LINE 9)R0E PROTECTION 1----1+--------Y'lATERPROOF GONNEC TION (I OF 2) r,~-------BRASS CLAMP OR GAD-HELD (I OF 2) oo 0 -H---------3" MIN. DEPTH OF %" 0 (jO ROCK 0 ~~ BRI.GK SUPFORT /I OF 2) ~ ~ THO-V'!IRE GABLE / TO/FROM NEXT DEVICE ---.C::::===... __ _..:; __ -=: NOTES, SURGE PROTECTION SHOULD BE INSTALLED EVERY 500' ON l't'IO-V'(IRE PATH. SURGE PROTECTION TO BE INSTALLED AT END OF HIRE RUN THAT TERMINATES IN THE FIELD /STAR CONFIGURATION). DECODER SURGE PROTEC Tl ON SCALE, N.T.S. Q) 8' x 4" x 1/4" UL Copper Grovnd Pkite @ 10' ~6 Soild Copper Ground l'lire @ Gad Vield Gonnector @ Earth Gontac t @ R.G.V. G) 4 @val'/e Box Gover @ RC..'/. Valve Bax @ SchedJle, BO PVG Nipple Materlal ® DBR-0 Connee, tor @) c:io:i F'/C ELL S,:,hediJle 40 11 ® DBY Connec.tor G) RAINBIRD FD-XXX 6 @e----- ®---~ f-- @-- NOTE, @ tvlain Lfne Flttirig @ Ha'1n S1.JPPk.l Lin~ PRIOR TO THRUST BLOGKIN6, i'IRAP FITTIN6S USING A,'lr{A C20~ APPROVED TAPE. 2000 LB. MINIMUM CONCRETE. TrlRUST BLOCK BEARING> FACE TO REST AGAINST UNDISTURBED SHOVEL CUT SOIL. PVC PIPE-~ ..., 3" 2 f-E j\ ~EDU~I NG TEE THRUST BLOCK ::oGALE, N.T.=>. TOP VIEW 7)-----11 16 j ~-------------HIRE FROM SENSOR DECODER TO GROUNDING> ROD USINS GAD HELD /I OF :2) ><1 NOTES, SENSOR DECODER PER LEGEND HIRE FROM SENSOR DECODER TO FLOV1 SENSOR HATERPROOF CONNECTION PER LEGEND (I OF 4) SEE FLOV'l SENSOR DETAIL FOR INSTALLATION METHOD FLOH SENSOR PER LEG-END AND DETAILS 1><1 ~ COMMUNICATION GABLE PER ,,..--------LEGEND TO/FROM DEVICES =--------= /FIELD DECODER, SENSOR DECODER, OR CONTROLLER) GROUNDING ROD PER ASIC SPECIFICATIONS I. SEE FLOV'! SENSOR DETAIL AND LESEND FOR FLOV1 SENSOR INSTALLATION METHODS AND MATERIALS. 2. SECONDARY >"ilRE RUN BETHEEN SENSOR DECODER AND FLOV1 HETER NOT TO EXCEED 150' V'llTH 14 GAUGE V1IRE. 3. PLACE 3' OF EXTRA V1IRE IN VALVE BOX FOR SERVICING>. 4. INSTALL PER MANUFAGTURER'S RECOMMENDATIONS. > NOTE, FRIOR TO THRvST BLOCKING, v-iRAP FITTINGS USING A~ C209 APPROVED TAPE. 2000 LB. MINIMUM CONCRETE. THRUST BLOCK BEARING FACE TO REST AGAINST UNDISTURBED SHOVEL GUT SOIL. PVC ELL @ ~:::. N~~L THRUST BLOCK __/ 3" SIDE \/IEV'l __-------------THO-HIRE CABLE FROM GONTROLLER OR OTHER DEVIGES ~---------HATERFROOF GONNEG TORS (TYP) •~~b-__0 ,.,--SOLENOID #2 /VALVE), MASTER VALVE, OR BOOSTER PUMP / VALVE /HAXIMUM 2) J---------------ONE OR TV10 STATION DECODER PER LEGEND NOTE, MAXIMUM LENGTH OF SEGONDARY l'ilRE PATH (14 Al-'16) FROM DECODER TO SOLENOID IS 200 FEET. Fl ONE OR T~O STATION DECODER SCALE, N.T.S. DECODER GABLE Sl'ilTCH ------ DEVICE FER LEG-END HATERFROOF GONNEGTORS /TYP)------ __.------10" ROUND VALVE BOX %" ROCK, 3" MIN.---~ · · _ _,,,.,,,----BRICK SUFPORT /I OF 2) DECODER CABLE ~1"" FROM CONTROLLER ------.=::=:'.:'._<~ ~~===·==::-~--OUTSOINS DECODER CABLES NOTES, I. INSTALL DEGODER CABLE SV1ITC,H DEVICE /DCSD) BETHEEN CABLE FROM CONTROLLER AND OUTSOINS GABLES. 2. AT ALL SPLICE LOGATIONS, PROVIDE SUFFICIENT SLACK TO ALLOV'i THE SPLICE TO BE RAISED A MINIMUM OF 24" ABOVE FINISH GRADE. 3. DECODER CABLE SHALL HAVE A MINIMUM OF 18" /IN) OF GOVER. 4. CLEARLY MARK ON TAG> ffiERE SUFFLY GABLE ORl0INATES FR01"1 AND HHERE EACH OIJTSOINS GABLE GOES TO IN AN OUTJ.'<ARD BOUND DIRECTION FROM THE CONTROLLER LOCATION. 5. GLEARL Y MARK THE MILLIAMP DRAH FOR EACH LES OF GABLE BASED ON THE NUMBER OF DEGODERS "DOV'!NSTREAM" FROM THAT POINT. DECODER CABLE S~ITCH DE\/ICE JI SC-ALE, N.T.S. RCE __ _ r,EV JEv/ED BY• INSPECTOR ~ C) I I <:] ~ h GMP JOB //13-116 APPROVED FOR IRRl0ATION AND PLANTIN0 ONLY, INCLUDIN0 PRECISE LOCATION OF PLANTING AREA. BUILT 11 EXP. ___ _ DATE DATE SHEETS 11 ti~ 1----e--+-----------t---+----t---t---J I SoHE6ET I CITY OF' CARLS BAD "fi.fJ' PLANNING DIV IS [ON ~=::::'....::============-====: <! . ..., ~ u "' -0 ..... -, IIDSC;tp \\erso11 '<~ -I< ---5Q -·r;r~~ OF CA\. gm 4010 Sorrento Valley Blvd. Su'ite LOO Son Diego, CA 92121 o rnplr.rnd urch.com r 0sa ssa B977 LANDSCAPE ARCHITECTURE & PLANNING LANDSCAPE IRRIGATION DE:'l'A!LS F'OR: Ll-04 TUSCAN OF'F'ICE SUITES 2753 JEFFERSON STREET CARLSBAD, CA 92006 APN: 203-110-14 l----l---1-------------------1----1---l----l---l I A_P_P_R_o_v_E_D_'-~~ -~ ('-:-~~==,,JJ,,~'-----f-tt..:Z.V, ~-12\~-oll I -t-1-IS PLA~INING DATE DATE INI rlAL DESIGNER OF WORK F<EVISI01\J DESCRIPTION DATE INlrlAL DATE INITIAL ornrn APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. RP 14-04 DRAWING NO. 482-8L \ i, ' !! ' : " r " IRRIGATION SPECIFICATIONS SECTION 02811 LANDSCAPE IRRIGATION PART I -GENERAL 1.01 SUMMARY A. IT IS THE INTENT Of THE SPECIFICATIONS AND DRAV'llNGS THAT THE FINISHED SYSTEM IS COMPLETE IN EVERY RESPECT AND SHALL BE READY FOR OPERATION ;;,ATISFACTORY TO THE OV'lNER. B. THE HORK SHALL INCLUDE ALL MATERIALS, LABOR, SER'/ICES, TRANSPORTATION, AND EQUIPMENT NECESSARY TO PERFORM THE V'lORK AS INDICATED ON THE DRAHINGS, IN THESE SPECIFICATION, AND AS NECESSARY TO COMPLETE THE CONTRACT. 1.02 CONSTRUCTION DRAHINGS A. DUE TO THE SCALE OF THE DRAV'!IN6S, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC. V'lHIGH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING> ALL OF HIS V'lORK AND PLAN HIS V'lORK AGGORDINGL Y, FURNISHING SUCH FITTINGS, ETC. AS HAY BE REQUIRED TO HEET SUCH CONDITIONS. DRAJAIINGS ARE 6ENERALLY DIA6RAHHATIC AND INDICATIVE OF THE V'!ORK TO BE INSTALLED. THE YlORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETY'IEEN IRRIGATION SYSTEHS, PLANTING, AND ARCHITECTURAL FEATURES. B. ALL JAIORK GALLED FOR ON THE DRAV'!INGS BY NOTES OR DETAILS SHALL BE FURNISHED AND INSTALLED V'<HETHER OR NOT SFEGIFICALL Y MENTIONED IN THE SPECIFICATIONS. Y'IHEN AN ITEH IS SHOY'IN ON THE PLANS BUT NOT SHOY'IN ON THE SPECIFICATIONS OR \/ICE VERSA, IT SHALL BE DEEMED TO BE AS SHOHN ON BOTH. THE LANDSCAPE ARCHITECT SHALL HAVE FINAL AUTHORITY FOR CLARIFICATION. G. THE CONTRACTOR SHALL NOT V'!ILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOHN ON THE DRAHINGS V'!HEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIHENSIONS EXIST THAT HIGHT NOT HAVE BEEN CONSIDERED IN EN61NEERIN6. SUCH OBSTRUG TIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AS SOON AS DETECTED. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRl0ATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION NECESSARY. I .03 QUALITY ASSURANCE A. PROVIDE AT LEAST ONE ENGLISH SPEAKING PERSON HHO SHALL BE PRESENT AT ALL TIHES DURIN6 EXECUTION OF THIS PORTION OF THE J/',IORK AND Jl',IHO SHALL BE THOROUGHLY FAHILIAR VllTH THE TYPE OF MATERIALS BEIN6 INSTALLED AND THE HANUFAGTURER'S RECOMMENDED HETHODS OF INSTALLATION AND Y'IHO SHALL DIRECT ALL VlORK PERFORMED UNDER THIS SECTION. B. MANUFAGTURER'S DIRECTIONS AND DETAILED DRAVllNGS SHALL BE FOLLOHED IN ALL GASES Y-lHERE THE MANUFACTURER OF ARTICLES USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOHN IN THE DRAHINGS AND SPECIFICATIONS. G. ALL LOCAL, MUNICIPAL AND STATE LAJl',IS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS V'lORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR FRO'/ISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THESE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT VllTH ANY OF THE ABOVE RULES AND REGULATIONS OF THE SAME. HOV<EVER, V'!HEN THESE SPECIFICATIONS AND DRAf'11N6S GALL FOR OR DESCRIBE MATERIALS, V'lORKMANSHIP, OR CONSTRUCTION OF A BETTER QUALITY, Hl0HER STANDARD, OR LARGER SIZE THAN IS REQUIRED BY THE ABOVE RULES AND RE0ULATIONS, THE PROVISIONS OF THESE SPECIFICATIONS AND DRAJAIINGS SHALL TAKE PRECEDENCE. D. ALL MATERIALS SUPPLIED FOR THIS PROJECT SHALL BE NEV'< AND FREE FROM ANY DEFECTS. ALL DEFECTIVE MATERIALS SHALL BE REPLACED IMMEDIATELY AT NO ADDITIONAL COST TO OVlNER. E. THE CONTRAG TOR SHALL SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, VERIFY PERHITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE V'!ORK OF THIS SECTION. 1.04 SUBMITTALS A. MATERIALS LIST, I. AFTER AHARD OF CONTRACT AND BEFORE ANY IRRIGATION SYSTEM MATERIALS ARE DELIVERED TO THE JOB SITE, SUBMIT TO THE OV'lNER A COMPLETE LIST OF ALL IRRIGATION SYSTEHS, MATERIALS, OR PROCESSES PROPOSED TO BE FURNISHED AND INSTALLED AS PART OF THIS CONTRACT, 2. SHOH MANUFACTURER'S NAME AND CATALOG NUMBER FOR EACH ITEM, FURNISH GOHPLETE CATALOG GUTS AND TECHNICAL DATA, FURNISH THE MANUFACTURER'S RECOMMENDATIONS AS TO THE METHOD OF INSTALLATION. 3. NO SUBSTITUTIONS Y-llLL BE ALLOV'lED V'llTHOUT PRIOR V'<RITTEN ACCEPTANCE BY THE LANDSCAPE ARCHITECT OR OY'INER'S AUTHORIZED REPRESENTATIVE. 4. MANUFACTURER'S Y-lARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH Jl'lARRANTIES SHALL ONLY SUPPLEMENT THE 0UARANTEE. B. SUBSTITUTIONS, IF THE IRRIGATION CONTRACTOR Y-llSHES TO SUBSTITUTE ANY EQUIPMENT OR MATERIALS FOR THOSE EQUIPMENT OR MATERIALS LISTED ON THE IRRIGATION DRAV'<INGS AND SPECIFICATIONS HE MAY DO SO BY PROVIDING THE FOLLOHING INFORMATION TO THE LANDSCAPE ARCHITECT OR OHNER'S AUTHORIZED REPRESENTATIVE AND CITY INSPECTOR FOR APPROVAL. I. PROVIDE A V'lRITTEN STATEMENT INDICATING THE REASON FOR MAKING> THE SUBSTITUTION. 2. PROVIDE CATALOG CUT SHEETS, TECHNICAL DATA, AND PERFORMANCE INFORMATION FOR EACH SUBSTITUTE ITEM. 3. PROVIDE IN Y'IRITING THE DIFFERENCE IN INSTALLED PRICE IF THE ITEM IS ACCEPTED. 1.05 EXISTING CONDITIONS A. THE CONTRACTOR SHALL VERIFY AND BE FAHILIAR V'llTH THE LOCATIONS, SIZE AND DETAIL OF POINTS OF CONNECTION PROVIDED AS THE SOURCE OF V'lATER, ELECTRICAL SUPPLY, AND ANY TELEPHONE LINE CONNECTION TO THE IRRIGATION SYSTEM. B. IRRIGATION DESIGN IS BASED ON THE AVAILABLE STATIC HATER PRESSURE SHOHN ON THE DRAY'IINGS. CONTRACTOR SHALL VERIFY STATIC Y'IATER ON THE PROJECT PRIOR TO THE START OF CONSTRUCTION. SHOULD A DISCRl=PANGY EXIST, NOTIFY THE LANDSCAPE ARCHITECT AND OJ/',INER'S AUTHORIZl=D REPRESENTATIVE PRIOR TO BEGINNING CONSTRUCTION. C.. PRIOR TO CUTTING INTO THE SOIL, THE CONTRACTOR SHALL LOCATE ALL CABLES, CONDUITS, SEV'lER SEPTIC TANKS, AND OTHER UTILITIES AS ARE GOMMONL Y ENCOUNTERED UNDER6ROUND AND HE SHALL TAKE PROPER PRECAUTIONS NOT TO DAMA6E OR DISTURB SUCH IMPROVEMENTS. IF A CONFLICT EXISTS BETHEEN THE SUCH OBSTACLES AND THE PROPOSED V'<ORK, THE CONTRACTOR SHALL PROMFTL Y NOTIFY THE LANDSCAPE ARCHITECT AND OVlNER JAIHO JAIILL AR.RANGE FOR RELOCATIONS. THE CONTRACTOR JAIILL PROCEED IN THE SAME MANNER IF A ROCK LAYER OR ANY OTHER SUCH CONDITIONS ARE ENCOUNTERED. D. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT HIS OY-lN COST, ALL DAMA6E RESULTING FROM HIS OPERATIONS OR NEGLIGENCE. E. THE IRRIGATION CONTRACTOR SHALL COORDINATE Y-llTH THE GENERAL CONTRACTOR FOR INSTALLATION OF REQUIRED SLEEVING AS SHOVlN ON THE PLANS. 1.00 INSPEG TIONS A. THE CONTRACTOR SHALL PERMIT THE LANDSCAPE ARCHITECT, OHNER'S AUTHORIZED REPRESENTATIVE AND CITY INSPECTOR TO VISIT AND INSPECT AT ALL TIMES ANY PART OF THE MORK AND SHALL PROVIDE SAFE Access FOR SUCH VISITS. B. V'!HERE THE SPECIFICATIONS REQUIRE HORK TO BE TESTED BY THE CONTRACTOR, IT SHALL NOT BE COVERED OVER UNTIL ACCEPTED BY THE LANDSCAPE ARCHITECT, OV'lNER'S AUTHORIZED REPRESENTATIVE, AND/OR GOVERNING AGENCIES. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT, Oi"INER, AND GOVERNING AGENCIES, A MINIMUM OF 48 HOURS IN ADVANCE, V'<HERE AND Y'IHEN THE !'10RK IS READY FOR TESTING. SHOULD ANY Y'IORK BE COVERED HITHOUT TESTING OR ACCEPTANCE, IT SHALL BE, IF SO ORDERED, UNCOVERED AT THE CONTRACTOR'S EXPENSE. G. INSPECTIONS V'<ILL BE REQUIRED FOR THE FOLLOY-llNG AT A MINIMUM, I. SYSTEH LAYOUT 2. PRESSURE TEST OF IRRIGATION HAIN LINE (FOUR HOURS AT 125 PSI OR 120% OF STATIC Y'IATER PRESSURE, Y'IHICH EVER IS GREATER) APPROVAL REQUIRED BY CITY INSPECTOR. 3. COVERAGE TEST OF IRRIGATION SYSTEM (APPROVAL REQUIRED BY CITY INSPECTOR). 4. FINAL INSPECTION PRIOR TO START OF MAINTENANCE PERIOD 5. FINAL ACCEPTANCE D. SITE OBSERVATIONS AND TESTING V'<ILL NOT COMMENCE V'<ITHOUT THE RECORD DRAV'llNGS AS PREPARED BY THE IRRl6ATION CONTRACTOR. RECORD DRAV'<IN6S MUST COMPLETE AND UP TO DATE FOR EACH SITE VISIT. E. V'<ORK V'<HIGH FAILS TESTING AND IS NOT ACCEPTED Jl',IILL BE RETESTED. HOURLY RATES AND EXPENSES OF THE LANDSCAPE ARCHITECT, OV'!NER'S AUTHORIZED REPRESENTATIVE, AND GOVERNIN6 A6ENCIES FOR REINSPEGTION OR RETESTING V'llLL BE PAID BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL EXPENSE TO OY'INER 1.01 STORAGE AND HANDLING A. USE ALL MEANS NECESSARY TO PROTECT IRRIGATION SYSTEM HATERIALS BEFORE, DURING AND AFTER INSTALLATION AND TO PROTECT THE INSTALLATION Y'IORK AND HATERi'ALS OF ALL OTHER TRADES. IN THE EVENT OF DAHAGE, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE ACCEPTANCE OF THE LANDSCAPE ARCHITECT AND OY'INER AND AT NO ADDITIONAL COST TO THE OHNER. B. EXERCISE CARE IN HANDLING, LOADIN6, UNLOADING, AND STORING PLASTIC PIPE AND FITTINGS UNDER GOVER UNTIL READY TO INSTALL. TRANSPORT PLASTIC PIPE ONLY ON A VEHICLE Jl',IITH A BED LONG ENOUGH TO ALLOH THE PIPE TO LAY FLAT TO AVOID UNDUE BENDING AND CONCENTRATED EXTERNAL LOAD. I.OB CLEANUP AND DISPOSAL A. DISPOSE OF Y'IASTE, TRASH, AND DEBRIS IN ACCORDANCE Y-llTH APPLICABLE LAHS AND ORDINANCES AND AS PRESCRIBED BY AUTHORITIES HAVING JURISDICTION. BURY NO SUCH >"<ASTE MATERIAL AND DEBRIS ON THE SITE. BURNING OF TRASH AND DEBRIS V'<ILL NOT BE PERMITTED. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF RUBBISH AND DEBRIS GENERATED BY HIS V'lORK AND JAIORKMEN AT FREQUENT INTERVALS OR JAIHEN ORDERED TO DO SO BY THE OJl',INER'S AUTHORIZED R.EPRESENTATI\/E. B. AT THE TIME OF COMPLETION THE ENTIRE SITE Jl',lllL BE CLEARED Of TOOLS, EQUIPMENT, RUBBISH AND DEBRIS HHICH SHALL BE DISPOSED OF OFF-SITE IN A LEGAL DISPOSAL AREA. 1.0"1 TURNOVER ITEMS A. RECORD DRAHINGS, I. RECORD AGGURATEL YON ONE SET OF CONTRACT DRAV'llNGS ALL CHANGES IN THE HORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAHINGS. 2. THE CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND V'<ORKMANLIKE MANNER TO THE SATISFACTION OF THE CITY. PRIOR TO FINAL INSPECTION OF HORK, SUBMIT RECORD DRAVllNGS TO THE LANDSCAPE ARCHITECT OR OVlNER'S AUTHORIZED REPRESENTATIVE. 3. DIMENSIONS FROM/TO PERMANENT POINTS Of REFERENCE SUCH AS BUILDINGS, SIDEVlALKS, CURBS, ETC. SHALL BE SHOHN. DATA ON RECORD DRAV'<INGS SHALL BE RECORDED ON A DAY TO DAY BASIS AS THE PROJECT IS BEING INSTALLED. ALL LETTERING ON DRAV'<INGS SHALL BE MINIMUH 1/8 INCH IN SIZE. 4. FINAL AS-BUILT FLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND THE FINAL PLANS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. THE FINAL AS-BUIL TS HILL BE REQUIRED TO BE REVIEHED AND APPROVED BY THE CITY AND FINAL PLANS HILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. 5. SHOH LOCATIONS AND DEPTHS OF THE FOLLOV'llNG ITEMS, 5.A. POINT OF CONNECTION (INCLUDING V'<ATER METERS, BACKFLOH PREVENTERS, MASTER CONTROL VALVES, ETC.) 5.6. ROUTING OF SPRINKLER PRESSURE LINES (DIHENSIONS SHOV'IN AT A MAXIMUH OF 100 FEET ALONG ROUTING) 5.C. GATE VALVES 5.D. AUTOMATIC REMOTE CONTROL \/ALVES AND ISOLATION BALL \/ALVES 5. B. C D. 1.10 A. B. D. I.II A. 4.E. QUICK COUPLING VALVES AND ISOLATION BALL \/ALVES 4.F. ROUTING OF CONTROL 1-'llRES 4.G. IRRIGATION CONTROLLERS 4.H. RELATED EQUIPHENT (AS HAY BE DIRECTED) B. --:::::::J HAINTAIN RECORD DRAY-llN6S ON SITE AT ALL TIMES. UPON COMPLETION OF Y-lORK, TR.ANSFER ALL AS-BUILT INFORMATION AND DIMENSIONS TO REPRODUCIBLE SEPIA PRINTS. 0UARANTEE SHALL BE SUBMITTED ON CONTRACTORS OY"IN LETTERHEAD AS FOLLOY"IS; 6UARANTEE FOR SPRINKLER IRRIGATION SYSTEM HE HEREBY GUARANTEE THAT THE :oPRINKLER IRRIGATION SYSTEM f'1E HAVE FURNISHED AND INSTALLED IS FREE FROM DEFECTS IN MATERIALS AND HORKMAN5HIP AND THE V'lORK HAS ElEEN COMPLETED IN ACCORDANCE V'llTH THE DRAY'IINGS AND SPECIFICATIONS, ORDINARY VlEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLEG T EXCEPTED. HE AGREE TO REPAIR OR REPLACE ANY DEFECTIVE MATERIAL DURING THE PERIOD Of ONE YEAR FROM DATE OF FILING OF THE NOTICE OF COMPLETION AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACIN6 OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OY'INER. HE SHALL MAKE SUCH REPAIR~ OR REPLACEMENTS V'llTHIN 10 CALENDAR DAYS FOLLOHING V'lRITTEN NOTIFICATION BY THE OJl',INER. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS HITHIN THE TIME SPECIFIED AFTER RECEIPT OF Jl',IRITTEN NOTICE FROM OVlNER, Y.,E AUTHORIZE THE OJAINER TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND >"IE V'!ILL PAY THE COSTS AND CHAR.SES THEREFORE UPON DEMAND. CONTROLLER CHARTS, I. RECORD DRAV'<INGS MUST BE APPROVED BY LANDSCAPE ARCHITECT AND/OR OHNER'S AUTHORIZED REPRESENTATIVE BEFORE CHARTS ARE PREPARED. 2. PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER. CHART SHALL SHOH THE AREA CO'/ERED BY THE PARTICULAR CONTROLLER. 3. THE CHART IS TO BE A REDUCED COPY OF THE ACTUAL "RECORD" DRAJAIINS. IN THE EVENT THE CONTROLLER SEQUENCE IS NOT LEGIBLE Y-lHEN THE DRAY'IING IS REDUCED, IT SHALL BE ENLARGED TO A READABLE SIZE. 4. V'!HEN COMPLETED AND APPROVED, THE CHART SHALL BE HERHETIGALL Y SEALED BETV'<EEN THO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 HILS IN THICKNESS. OPERATION AND MAINTENANCE MANUALS, I. TV'lO INDIVIDUALLY BOUND COPIES OF OPERATION AND MAINTENANCE MANUALS SHALL ElE DELIVERED TO THE LANDSCAPE ARCHITECT OR OV'lNER'S AUTHORIZED REPRESENTATIVE AT LEA5T 10 CALENDAR DAYS PRIOR TO FINAL INSPECTION. THE MANUALS SHALL DESCRIBE THE MATERIAL INSTALLED AND THE PROPER OPERATION OF THE SYSTEM. 2. EACH COMPLETE, BOUND MANUAL SHALL INCLUDE THE FOLLOHIN0 INFORMATION, A. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, DURATION OF GUARANTEE PERIOD, LIST OF EQUIPMENT INCLUDIN0 NAMES AND ADDRESSES OF LOCAL MANUFACTURER REPRESENTATIVES, B. OPERATING AND MAINTENANCE INSTRUCTIONS FOR ALL EOUIPMENT. G. SPARE PARTS LISTS AND RELATED MANUFACTURER INFORMATION FOR ALL EQUIPMENT. EQUIPMENT, I. SUPPLY AS A PART OF THIS CONTRACT THE FOLLOV'<ING ITEHS, A. TY'IO (2) V'lRENGHES FOR DISASSEMBLY AND ADJUSTHENT OF EACH TYPE OF SPRINKLER HEAD USED IN THE IRRIGATION SYSTEM. B. THREE 30-INCH SPRINKLER KEYS FOR MANUAL OPERATION OF CONTROL VALVES. C. TV'<O KEYS FOR EACH AUTOMATIC CONTROLLER. D. FIVE QUICK COUPLER KEYS V'<ITH A BRONZE HOSE THREAD 90 DEGREE SHIVEL ATTACHMENT AND FIVE COUPLER LID KEYS. E. FIVE VALVE BOX COVER KEY OR HRENCH. F. ONE 5-FOOT TEE Y'IRENGH FOR OPERATING GATE VALVES 3 INCHES OR LARGER (IF USED). G. SIX EXTRA SPRINKLER HEADS OF EACH SIZE AND TYPE PER IRRIGATION P.O.C. 2. THE AElOVE EQUIPMENT SHALL BE TURNED OVER TO OJAINER'S AUTHORIZED REPRESENTATIVE AT THE FINAL INSPECTION. COMPLETION AT THE TIME OF THE PRE-MAINTENANCE PERIOD INSPECTION, THE LANDSCAPE ARCHITECT, Or<NER'S AUTHORIZED REPRESENTATIVE, AND GOVERNING AGENCIES HILL INSPECT THE HORK, AND IF NOT ACCEPTED, Jl',IILL PREPARE A LIST OF ITEMS TO BE COHPLETED BY THE CONTRACTOR AT THE TIME OF THE POST-MAINTENANCE PERIOD OR FINAL INSPECTION THE V'lORK VllLL BE REINSPECTED AND FINAL ACCEPTANCE JAIILL BE IN Y'IRITING BY THE LANDSCAPE ARCHITECT, OHNER'S AUTHORIZED REPRESENTATl'/E, AND GOVERNING AGENCIES. THE OV'!NER'S AUTHORIZED REPRESENTATIVE SHALL HAVE FINAL AUTHORITY ON ALL PORTIONS OF THE r<ORK. AFTER THE SYSTEM HAS BEEN COMPLETED, THE CONTRACTOR SHALL INSTRUCT OV'<NER'S AUTHORIZED REPRESENTATIVE IN THE OPERATION AND MAINTENANCE OF THE IRRIGATION SYSTEM AND SHALL FURNISH A COMPLETE SET OF OPERATIN6 AND HAINTENANCE INSTRUG TIONS. ANY SETTLING OF TRENCHES V'lHIGH MAY OCCUR DURING THE ONE-YEAR PERIOD FOLLOV'llN6 ACCEPTANCE SHALL BE REPAIRED TO THE OV'<NER'S SATISFACTION BY THE CONTRACTOR HITHOUT ANY ADDITIONAL EXPENSE TO THE OY'INER. REPAIRS SHALL INCLUDE THE COHPLETE RESTORATION OF ALL DAMAGE TO PLANTIN6, PAVING OR OTHER IMPROVEMENTS OF ANY KIND AS A RESULT OF THE JAIORK. GUARANTEE THE ENTIRE SPRINKLER SYSTEH, INCLUDING ALL V'lORK DONE UNDER THIS GONTRAC T, SHALL BE UNGONDITIONALL Y GUARANTEED AGAINST ALL DEFEG TS AND FAULT OF MATERIAL AND V'lORKMANSHIP, INGLUDIN6 SETTLING Of BACK FIELD AREAS BELOY'I GRADE, FOR A PERIOD OF ONE (I) YEAR FOLLOHING THE FILING OF THE NOTICE OF COMPLETION. SHOULD ANY PROBLEM HITH THE IRRIGATION SYSTEM BE DISCOVERED HITHIN THE GUARANTEE PERIOD, IT SHALL BE CORRECTED BY THE CONTRACTOR AT No ADDITIONAL EXPENSE TO oHNER V'llTHIN TEN (IO) CALENDAR DAYS OF RECEIPT OF HRITTEN NOTICE FROM OV'!NER. V'lHEN THE NATURE OF THE REPAIRS AS DETERMINED BY THE OY'INER CONSTIDJTE AN EMER6ENGY (I.E. BROKEN PRESSURE LINE) THE OY'INER MAY PROCEED TO MAKE REPAIRS AT THE CONTRACTOR'S EXPENSE. ANY AND ALL DAMAGES TO EXISTING IMPROVEMENT RESULTING EITHER FROM FAUL TY MATERIALS OR V'<ORKMANSHIP, OR FROM THE NECESSARY REPAIRS TO CORRECT SAME, SHALL BE REPAIRED TO THE SATISFACTION OF THE OHNER ElY THE CONTRACTOR, ALL AT NO ADDITIONAL COST TO THE Oi"INER. PROJECT NAME, PROJECT LOCATION, CONTRACTOR NAME, ADDRESS, TELEPHONE, SIGNED, DATE, PART II -MATERIALS 2.01 5UMMARY r USE ONL y NEY'! MATERIALS OF THE MANUFACTURER, SIZE AND TYPE SHOY'IN ON THE DRAV'llNG::, AND SPECIFICATIONS. MATERIALS OR EQUIPMENT INSTALLED OR FURNISHED THAT DO NOT MEET LANDSCAPE ARCHITECT'S, Or<NER'S, OR 60\/ERNIN<S AGENCIES STANDARDS V<ILL BE REJECTED AND SHALL BE REMOVED FROH THE SITE AT NO EXPENSE TO THE OHNER. 2.02 PIPE A. PRESSURE SUPPLY LINE FROM POINT OF CONNECTION THROUGH BAGKFLOY-l PREVENTION UNIT SHALL BE TYPE K "HARD" GOFFER PIPE OR BRASS NIPPLES (LENSTH AS REQUIRED) B. C. D. E. F. 2.03 A. B. G. D. PRESSURE SUPPLY LINES 2 INCHES IN DIAMETER AND UP TO 2.5 INCHES IN DIAMETER DOJl',INSTREAM OF BAGKFLOV'< PREVENTION UNIT SHALL BE GLASS 315 SOLVENT VlELD PVC FIFING SHALL CONFORM TO ASTM D224I. PRESSURE SUPPLY LINES 3 INCHES IN DIAMETER AND UP TO 8 INCHES IN DIAMETER DOY'INSTREAM OF BACKFLOV'< PREVENTION UNIT SHALL BE GLASS 200 GASKET JOINT PVC. PIPING SHALL CONFORM TO ASTM D2241. PRESSURE SUPPLY LINES 1.5 INCHES IN DIAMETER AND SMALLER OF THE BACKFLOY'I PREVENTION UNIT SHALL BE SCHEDULE 40 SOLVENT V'<ELD P\/G CONFORMING TO ASTM Dl185. NON-PRESSURE LINES .15 INC.HES IN DIAMETER AND LARGER DOHNSTREAM OF THE REMOTE CONTROL VALVE SHALL BE SCH. 40 PVC. ALL SPECIALIZED PIPING SHALL BE AS INDICATED ON THE DRAHING LEGEND OR DETAIL5. METAL PIPE AND FITTINGS BRASS PIPE SHALL BE 85 PERCENT RED BRASS, ANSI, IFS STANDARD 125 POUNDS, SCHEDULE 40 SGREJl',IED FIFE. BRASS FITTINGS SHALL BE MEDIUM BRASS, SGREHED 125-POUND GLASS. COPPER PIPE SHALL BE "HARD" TYPE KOR AS NOTED ON THE DRAJl',IING LEGEND OR DETAILS. COPPER FITTINGS SHALL BE SOLDERED TYPE. HIJNTER PLD-A 1/R -B/4" FEMALE ADAPTOR CMP JOB //13-116 NOTE, -3/4' &RAVEL SUMP (I CUBIC FOOT) EABY FIT COMPRESSION COUPLIN&, RAIN BIRD MDGFC.CUP BRICK SUPPORTS (THREE) ALL THREADED C.ONNEG TION5 TO HA'/E TEFLON TAPE OR PASTE .. @FLUSH CAP K I SCALE, N.T.S. RCE r,EVJE',/ED BY, INSPECTOR APPROVED FOR IRRIGATION AND PLANTIN6 ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. EXP. DATE DATE SHEET CITY OF' C1-\RLSBAD SHEETS ~~ .,~-+----+--------/---t--j----j-7 g.. m P ~L:::A::N':::D:::S:::C:_AP;E:::• =!:::R:::R::::IG-:::_' A~T;l0~1;N::S=,;'P;E::::=, C~'l¢,D'l~C~A~T~JO~N:,,:1S~' =;=f::::O=:=:R=: ::'....'::==~ 07 Pl ANNING 0[\/[SI□N 1 :l 40·10 '.::iorrento Volley Blvd. Sui~~ 200 S<ln Diego, CA 92'i21 gmpli.lnd:.irch,com 7 0.58 558 8977 LANDSCAPE ARCHITECTURE & PLANNING DATE INITIAL DESIGNER OF WORK DATE INITIAL DATE lfllTI AL REVISION DESCRIPTI01\J OTHER APPROVAL Cl fY APPROVAL TUSCAN OFFICE SUITES 2753 JEF'F'ERSON STREET CARLSBAD, CA 92008 L/-05 AP N'I'=: ~20~3"'=-=•~L L~0=-="1=4======: APPROVED: 1-v ==:-/:' tt I ·C:,~ ~ · t\.\ ....o' PLANNING DWN BY: __ _ PRO,JECT NO, DRAWING NO. CHKD BY: __ _ RI/WD BY: RP 14-04 482-SL ' ! ' ' ' : :1 ' ,, I !j i] ! . I ' ! I ' ' J . • . IRRIGATION SPECIFICATIONS (CONT'D) PART II -MATERIALS 2.04 PLASTIC PIPE AND FITTIN0S A. PIPE SHALL BE MARKED CONTINUOUSLY Y1ITH MANUFAGTURER'S NAME, NOMINAL PIPE SIZE, SCHEDULE OR CLASS, PVC TYPE AND 0RADE, NATIONAL SANITATION FOUNDATION APPROVAL, COMMERCIAL STANDARDS DESIGNATION, AND DATE OF EXTRUSION. B. ALL PLASTIC PIPE SHALL BE EXTRUDED OF AN IMPROVED PVC VIRGIN PIPE COMPOUND IN ACCORDANCE HITH ASTM D:2:241 OR ASTM Dl184. G. ALL PVC FITTINGS SHALL BE STANDARD HEIGHT SCHEDULE 40 AND SHALL BE INJECTION MOLDED OF AN IMPROVED VIRGIN PVC FITTING COMPOUND. '.;;,LIP P'/C FITTINGS SHALL ElE THE "DEEP SOC.KET" BRACKETED TYPE. THREADED PLASTIC. FITTINGS SHALL BE INJECTION MOLDED. ALL TEES AND ELLS SHALL ElE SIDE GATED. ALL FITTIN0S SHALL CONFORM TO ASTM D246b. D. ALL THREADED NIPPLES SHALL BE STANDARD HEl0HT SCHEDULE 80 f"!ITH MOLDED THREADS AND SHALL CONFORM TO ASTM Dl185. E. ALL SOLVENT CEMENTING OF PLASTIC PIPE AND FITTINGS SHALL BE A TY10-STEP PROCESS, USING PRIMER AND SOLVENT CEMENT APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS. CEMENT SHALL BE OF A FLUID CONSISTENCY, NOT GEL-LIKE OR ROPY. SOLVENT CEMENTING SHALL BE IN CONFORMANCE HITH ASTM D25b4 AND ASTM D2855. F. HHEN CONNECTION IS PLASTIC. TO METAL, FEMALE ADAPTERS SHALL BE HAND Tl0HTENED, PLUS ONE TURN HITH A STRAP Y1RENCH. JOINT COMPOUND SHALL BE NON-LEAD BASE TEFLON PASTE, TAPE, OR EQUAL. 205 BAGKFLOH PREVENTION UNITS A. THE BACKFLOY'l PREVENTION UNIT SHALL BE OF THE MANUFAGTUP.ER, SIZE, AND TYPE INDICATED ON THE DRAHIN0S. B. THE BACKFLOY'l PREVENTION UNIT SHALL BE INSTALLED IN ACCOR.DANCE HITH THE REQUIREMENTS SET FORTH BY LOCAL CODES. G. THE BAGKFLOH PREVENTION ASSEMBLY SHALL CONSIST OF BRASS PIPING, UNIONS AND FITTINGS. 20b VALVES A. 0ATE VALVES, I. GATE VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAHINGS. 2. GATE VALVES SHALL BE CONSTRUCTED OF A BRONZE BODY, BONNET AND DISG, AND A MALLEABLE IRON . HANDHHEEL. GATE VALVES SHALL HAVE THREADED CONNECTIONS. 3. ALL 0ATE VALVES SHALL HAVE A MINIMUM HORKIN0 PRESSURE OF NOT LESS THAN 150 PSI AND SHALL CONFORM TO AHHA STANDARDS. B. BALL VALVES, I. BALL VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAY'IINGS. 2. BALL VALVES SHALL BE CONSTRUCTED OF A BRONZE BODY, STAINLESS STEEL BALL AND STEM, MALLEABLE IRON HANDLE. BALL VALVES SHALL HAVE THREADED CONNECTIONS. 3. ALL BALL VALVES SHALL HAVE A MINIMUM HORKING PRESSURE OF NOT LESS THAN 150 PSI AND SHALL CONFORM TO AHl"!A STANDARDS. G. QUICK COUPLER VALVES, I. OUIGK COUPLER VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAVilNGS. 2. QUICK COUPLER VALVES SHALL BE BRASS HITH A Y1ALL THICKNESS 0UARANTEED TO i"!ITHSTAND NORMAL D . I. 2. E. I. 2. 3. 2.01 A. B. G. D. E. F. G. HORKING PRESSURE OF 150 PSI HITHOIJT LEAKAGE. VALVES SHALL HAVE FEMALE THREADS OPENING AT BASE, Y'IITH THO-PIEGE BODY. VALVES TO BE OPERATED ONLY Y11TH A COUPLER KEY, DESIGNED FOR THAT PURPOSE. COUPLER KEY IS INSERTED INTO VALVE AND A POSITIVE, V'lATERTl0HT CONNECTION SHALL BE MADE BETViEEN THE COUPLER KEY AND VALVE. HINGE GOVER SHALL BE THE LOGKINS TYPE GONSTRUGTED OF BRASS i"!ITH A RUBBER-LIKE VINYL COVER. AUTOMATIC CONTROL VALVES, AUTOMATIC CONTROL VALVES SHALL BE OF THE MANIJFAGTIJRER, SIZE, AND TYPE INDICATED ON THE DRAVilNGS. AUTOMATIC CONTROL VALVES SHALL BE ELECTRICALLY OPERATED. ANTI-DRAIN VALVES, ANTI-DRAIN VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAHIN0S. ANTI-DRAIN VALVES SHALL HAVE 18-8 STAINLESS STEEL SPRINGS AND VALVE STEMS Y'IITH BUNA-N SEALS. ANTI-DRAIN VALVES Y'IILL HAVE THREADED GONNEC.TIONS THE SIZE OF THE RISER OR PIPE THEY ARE TO BE INSTALLED ONTO, OR THE NEXT AVAILABLE SIZE. NO SLIP CONNECTION ANTI-DRAIN VALVES ARE ALLOY'IED. VALVE BOXES VALVE BOXES SHALL BE FABRICATED FROM A DURABLE, i"!EATHER-RESISTANT PLASTIC MATERIAL RESISTANT TO SUNLIGHT AND C.HEMIC.AL ACTION OF SOILS. THE VALVE BOX GOVER SHALL BE SREEN IN GOLOR AND SECURED Y11TH BOLTS. THE GOVER AND BOX SHALL BE CAPABLE OF SUSTAININS A LOAD OF 1,500 POUNDS. VALVE BOX EXTENSIONS SHALL BE BY THE SAME MANUFACTURER AS THE '/ALVE BOX. AUTOMATIC CONTROL AND MASTER VALVE BOXES SHALL BE lb"Xll"Xl2" REGTANSULAR SIZE. VALVE BOX COVERS SHALL BE "HEAT BRANDED" IN 2" HIGH LETTERS Y'IITH EITHER "RC.V" i"!ITH THE VALVE IDENTIFICATION NUMBERS OR "MCV". SPECIALITY 'JUMBO' BOXES MAY BE INDICATED ON DRAHINGS AND SHALL BE 25"XIS"Xl2" RECTANGULAR SIZE. BALL VALVE, GATE VALVE, AND QUICK COUPLER VALVE BOXES SHALL BE CIRCULAR 10" SIZE. VALVE BOX COVERS SHALL BE "HEAT BRANDED" IN 2" HIGH LETTERS HITH EITHER "BV", "SV", OR "QCV". 2GB IRRISA TION CONTROLLER A. CONTROLLER SHALL BE OF THE HANUFACTURER, SIZE AND TYPE INDICATED ON THE DRAHINGS. B. THE CONTROLLER ENCLOSURE SHALL BE OF THE HANUFACTURER, SIZE AND TYPE INDICATED ON THE DRAHINGS. THE ENCLOSURE SHALL ALSO ENCLOSE THE CONTROLLER ELECTRICAL METER. THE CONTROLLER SHALL BE OF THE MANUFACTURER, SIZE AND TYPE REQUIRED BY OTAY MUNICIPAL Y'IATER DISTRICT 2.09 ELEG TRI CAL A. ALL ELEGTRIGAL EQUIPMENT SHALL BE NEMA TYPE 3, HATERPROOFED FOR EXTERIOR INSTALLATIONS. B. ALL ELECTRICAL HORK SHALL CONFORM TO LOCAL CODES AND ORDINANCES. 2.10 LOV'l VOLTA0E CONTROL HIRINS A. REMOTE CONTROL f"!IRE SHALL BE DIRECT-BURIAL AY'IS-UF TYPE, SIZE AS INDICATED ON THE DRAY1INGS, AND IN NO GASE SMALLER THAN 14 GAUGE. B. coNNEGTIONS SHALL BE EITHER EPOXY-SEALED PACKET TYPE OR PENN-TITE CONNECTORS. G. COMMON HIRES SHALL BE HHITE IN GOLOR, AND IN NO CASE SMALLER THAN 12 GAUSE. CONTROL V'llRES SHALL BE RED (HHERE THO OR MORE CONTROLLERS ARE USED, THE CONTROL HIRES SHALL BE A DIFFERENT COLOR FOR EACH CONTROLLER. THESE COLORS SHALL BE NOTED ON THE "RECORD DRAY'IIN0S" PLANS LOCATED ON CONTROLLER DOOR). D. GROUND Y'IIRES SHALL BE GREEN IN COLOR, AND IN NO CASE SMALLER THAN b GAUGE. E. PROVIDE A 24 LONG EXPANSION LOOP FOR ALL DIRECTIONAL CHANSES IN CONTROL V'llRE ROIJTINS. 2.11 IRRIGATION HEADS A. SPRINKLER HEADS SHALL BE OF THE MANUFACTURER SIZE, TYPE, HITH RADIUS OF THROV'l, OPERATING PRESSURE, AND DISCHAR6E RATE INDICATED ON THE DRAHINGS. B. POP-UP HEADS AND RISER HEADS SHALL BE USED AS INDICATED ON THE DRAY'IINGS. PART 111 -EXEC.IJTION 3.01 SITE C.ONDITIONS A. INSPECTIONS, I. PRIOR TO ALL Y'IORK OF THIS SECTION, CAREFULLY INSPECT THE INSTALLED V'lORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUGH HORK IS COMPLETE TO THE POINT Y'IHERE THIS INSTALLATION MAY PROPERLY COMMENCE. 2. VERIFY THAT IRRIGATION SYSTEM MAY BE INSTALLED IN STRICT ACCORDANCE VllTH ALL PERTINENT GODES AND REGULATIONS, THE ORIGINAL DESIGN, THE REFERENCED STANDARDS, AND THE MANUFACTURER'S RECOMMENDATIONS. El. DISCREPANCIES I. IN THE EVENT OF DISGREPANGY, IMHEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OR OHNER'S AUTHORIZED REPRESENTATIVE. 2. DO NOT PROC.EED HITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL DISGREPANC.IES HAVE BEEN RESOLVED. C. GRADES, I. BEFORE STARTING !"!ORK, CAREFULLY GHEGK ALL GRADES TO DETERMINE THAT HORK Mf>,Y SAFELY PROCEED, KEEPINS HITHIN THE SPECIFIED MATERIAL DEPTHS Y'slTH RESPECT TO FINISH SRADE. 2. FINAL GRADES SHALL BE ACCEPTED BY THE ENGINEER BEFORE HORK ON THIS SECTION HILL BE ALLOHED TO BEGIN. D. FIELD HEASUREMENTS, I. MAKE ALL NECESSARY MEASUREMENTS IN THE FIELD TO ENSURE PRECISE FIT OF ITEMS IN ACCORDANCE HITH THE ORIGINAL DESIGN. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIALS HI TH ALL OTHER Jl'IORK. 2. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL SIZE DIMENSIONS PRIOR TO PROCEEDING Y1ITH !"!ORK UNDER THIS SECTION. 3. EXERCISE EXTREME CARE IN EXCAVATING> AND HoRKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITIES HHICH ARE CAUSED BY HIS OPERATIONS NEGLECT. E. DIAGRAMMATIC INTENT, THE DRAl"!INGS ARE ESSENTIALLY DIAGRAMMATIC.. THE SIZE AND LOCATION OF EQUIPMENT AND FIXTURES ARE DRAHN TO SC.ALE HHERE POSSIBLE. PROVIDE OFFSETS IN PIPINS cHAN0ES IN EoUIPMENT LOCATIONS AS NECESSARY TO CONFORM Y1ITH STRUCTURES AND TO AVOID OBSTRUCTIONS OR CONFLICTS HITH OTHER HORK AT NO ADDITIONAL EXPENSE TO Oi"!NER. F. LAYOUT, I. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPLY LINES, ROUTING AND LOCATION OF SPRINKLER HEADS, VALVES, BAGKFLOH PREVENTER, AND AUTOMATIC CONTROLLER. 2. LAYOUT IRRIGATION SYSTEM AND MAKE MINOR ADJUSTMENTS REQUIRED DIJE TO DIFFERENCES BETHEEN SITE AND DRAY'slNGS. HHERE PIPING IS SHOHN ON DRAY1INGS UNDER PAVED AREAS, BUT RUNNING PARALLEL AND ADJACENT TO PLANTED AREAS, INSTALL THE PIPING IN THE PLANTED AREAS. G. Y'IATER SUPPLY CONNECTIONS TO, OR THE INSTALLATION OF, THE HATER SUPPLY SHALL BE AT THE LOCATIONS SHOHN ON THE DRAV'llNGS. MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO Of"INER. H. ELECTRICAL SERVICE, I. CONNECTIONS TO THE ELEGTRIGAL SUPPLY SHALL BE AT THE LOCATIONS SHOHN ON THE DRAY'IINGS. MINOR CHANGES CAUSED BY SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO OHNER. 2. CONTRACTOR SHALL MAKE 120 VOLT CONNECTION TO THE IRRIGATION CONTROLLERS. ELECTRICAL POY'IER SOURCE TO CONTROLLER LOCATIONS SHALL BE PROVIDED BY OTHERS. 3.02 TRENCHING A. EXCAVATIONS SHALL BE STRAIGHT Y1ITH VERTICAL SIDES, EVEN GRADE, AND SUPPORT PIPE GONTINUOUSL YON BOTTOM OF TRENCH. TRENCHING EXCAVATION SHALL FOLLOY'l LAYOUT INDICATED ON DRAY'IINGS TO THE DEPTHS BELO}'! FINISHED GRADE AND AS NOTED. f"IHERE LINES OCCUR UNDER PAVED AREA, THESE DIMENSIONS SHALL BE CONSIDERED BELOV'{ SUBGRADE. B. PROVIDE MINIMUM GOVER OF 18 INCHES ON PRESSURE SUPPLY LINES 2 1/2 INCHES AND SMALLER. PROVIDE MINIMUM GOVER OF 24 INCHES ON PRESSURE SUPPLY LINES 3 INCHES, AND 36 INCHES OF GOVER ON PRESSURE SUPPLY LINES 4 INCH AND LARGER. G. PROVIDE MINIMUM GOVER OF 18 INCHES FOR CONTROL HIRES. D. PROVIDE MINIMUM GOVER OF 12 INC.HES FOR NON-PRESSURE LINES. E. PIPES INSTALLED IN A GOHMON TRENCH SHALL HAVE A 4 INCH MINIMUM SPACE BETHEEN PIPES. F. PROVIDE SAND BACKFILL A MINIHUM OF 4 INCHES OVER AND UNDER ALL MAINLINE PIPING>. 3.03 BACKFILLING A. BACKFILL MATERIAL ON ALL LINES SHALL BE THE SAME AS ADJACENT SOIL FREE OF DEBRIS, LITTER, AND ROCKS OVER 1/2 INCH IN DIAMETER. B. BACKFILL SHALL BE TAMPED IN 4-INGH LAYERS UNDER THE PIPE AND UNIFORMLY ON BOTH SIDES FOR THE FULL HIDTH OF THE TRENCH AND THE FULL LENGTH OF THE PIPE. BACKFILL MATERIALS SHALL BE SUFFIGIENTL Y DAMP TO PERMIT THOROU0H COMPACTION, FREE OF VOIDS. BACKFILL SHALL BE COMPACTED TO DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT 6RADES. G. FLOODINS IN LIEU Of TAMPING IS NOT ALLOHED. D. UNDER NO CIRCUMSTANCES SHALL TRUCK HHEELS BE USED TO COMPACT BAC.KFILL E. PROVIDE SAND BACKFILL A MINIMUM OF 6 INC.HES OVER AND UNDER ALL PIPING UNDER PAVED AREAS. 3.04 PIPING A. PIPINS UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING>, BORIN6, OR HYDRAULIC DRIVING>. NO HYDRAULIC DRIVIN0 IS PERMITTED UNDER ASPHALT PAVEMENT. B. CUTTING OR BREAKING OF EXISTING PAVEMENT IS NOT PERMITTED. G. CAREFULLY INSPECT ALL PIPE AND FITTIN0S BEFORE INSTALLATION, REMOVING> DIRT, SGALE, BURRS REAMING. INSTALL PIPE HITH ALL MARKINGS UP FOR VISUAL INSPEC.TION AND VERIFICATION. D. REMOVE ALL DENTED AND DAMAGED PIPE SECTIONS. E. ALL LINES SHALL HAVE A MINIMUM GLEARANGE Of & INCHES FROM EACH OTHER AND 12 INCHES FROM LINES OF OTHER TRADES. F. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY 0\/ER EACH OTHER. 6. IN SOLVENT Y'IELDIN0, USE ONLY THE SPECIFIED PRIMER AND SOLVENT CEMENT AND MAKE ALL JOINTS IN STRICT ACCORDANCE HITH THE MANUFACTURER'S RECOMMENDED METHODS INCLUDING i"!IPING ALL. EXCESS SOLVENT FROM EACH HELD. ALLOH SOLVENT V'{ELDS AT LEAST 15 HINUTES SETUP TIME BEFORE MOVING OR HANDLING AND 24 HOURS CURING TIME BEFORE FILLING. H. p,;c PIPE SHALL E3E INSTALLED IN A MANNER V'lHIGH Y'IILL PRO'/IDE FOR EXPANSION CONTRACTION AS REC.OMMENDED BY THE PIPE MANUFAC. TURER. I. CENTERLOAD ALL PLASTIC PIPE PRIOR TO PRESSURE TESTING. J. ALL THREADED PLASTIC-TO-PLASTIC CONNECTIONS SHALL BE ASSEMBLED IJSING TEFLON TAPE OR TEFLON PASTE. K. FOR PLASTIC-TO-METAL CONNECTIONS, HORK THE METAL CONNECTIONS FIRST. USE A NON-HARDENING PIPE DOPE AN ALL THREADED PLASTIC-TO-METAL CONNECTIONS, EXCEPT !"!HERE NOTED OTHERV'llSE. ALL PLASTIC-TO-METAL CONNECTIONS SHALL BE MADE vilTH PLASTIC FEMALE ADAPTERS. L. ALL CONNECTIONS BETY1EEN p,;c LATERAL LINES SHALL BE MADE USING SCH. 40 PVC FITTINGS MITH COMPRESSION ADAPTERS. ALL CONNECTIONS BETV'lEEN DRIPPERLINES TO BE MADE USING COMPRESSION FITTIN6S OF MANUFACTURER OF THE DRIPPERLINE. USE NO PIPE DOPE, TEFLON TAPE, PRIHER OR SOLVENT CEMENT ON COMPRESSION FITTINGS . 3.05 CONTROLLER A. THE EXACT LOCATION OF THE CONTROLLER SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR Oi"!NER'S AUTHORIZED REPRESENTATIVE BEFORE INSTALLATION. THE ELEGTRIGAL SERVICE SHALL BE COORDINATED Y11TH THl5 LOCATION. B. THE IRRIGATION GONTRAGTOR SHALL BE RESPONSIBLE FOR THE FINAL ELECTRICAL HOOK UP TO IRRl6ATION CONTROLLER. G. THE IRRIGATION SYSTEM SHALL BE PROGRAMMED TO OPERATE DURING THE PERIOD5 OF MINIMAL USE OF THE DESl6N AREA. D. INSTALL CONTROLLER ENCLOSURE AS REGOMHENDED BY THE HANUFACTURER. 3.06 CONTROL HIRING A. LOY'I VOLTAGE CONTROL Y'IIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS THE PRESSURE SUPPLY LINES YiHENEVER POSSIBLE. B. HHERE MORE THAN ONE vilRE IS PLAC.ED IN A TRENCH, THE Y'IIRING SHALL BE TAPED TOGETHER IN A BUNDLE AT INTERVALS OF lo FEET. BUNDLE SHALL BE SECURED TO THE MAINLINE HITH TAPE AT INTERVALS OF 20 FEET. C. ALL CONNECTIONS SHALL BE OF AN APPROVED TYPE AND SHALL OCCUR IN A VALVE BOX. D. E. PROVIDE AN 18 INCH SERVICE LOOP AT EAGH CONNECTION. AN EXPANSION LOOP OF 12 INCHES SHALL BE PROVIDED AT EACH HIRE CONNECTION AND/OR DIRECTIONAL GHAN0E, AND ONE OF 24 INCHES SHALL BE PROVIDED AT EACH REMOTE CONTROL VALVE. A GONTINUOl)S RUN OF HIRE SHALL BE USED BETl"!EEN A CONTROLLER AND EACH REMOTE CONTROL VALVE. UNDER NO C.IRCIJMSTANCES SHALL SPLICES BE USED HITHOUT PRIOR APPROVAL RCE __ _ REV JE\./ED BY: JMSPECT □R nl CCi GMP JOB //13-116 APPROVED FOR IRRl6A TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. EXP, ___ _ DATE DATE SHEETS "fJ.f!J' PLANNING DIVISION 11 ~~ 1----------+--+-------------·l--------+---+---J I soHE8Er I c IT Y o F' c ARLS B 1\D g: r·· n .P ~L=A=N==,o=s=c::'.A..':P=E==IP.=.R=.=[G=' A=T=10=,=N=s=· P:::E=, c=,l=Ji=•rc=, A=T=J=o=N=s=Fo==R=, :....'::==~ TUSCAN OFFICE SUITES 2753 JEF'F'ERSON STREET 4010 '5orrento I/alley Blvd. S1Jite LOO San D!esio, CA 92"121 g rnplm1d:.1rch.com r asa ssa B977 LANDSCAPE ARCHITECTURE & PLANNING DATE INI rlAL DESIGNER OF WORK REVISI01\J DESCRIPTION DATE INI rlAL DATE lfllTIAL OTHEfl APPROVAL Cl rY APPROVAL LI-Oa CARLSBAD, CA 92006 APN: 203-.Ll0-14 APPROVED: rt,_;_J_,L~~ I· Z-1-I-'? PLANNING D,\TE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RP 14-04 482-8L RVWD BY: ' . . 1'11;Bll11nlli.1UL ~- s ! { '· I . . . IRRIGATION SPECIFICATIONS (CONT'D) S.Ol A . B. C. D. E. VALVES AlJTOMATIC CONTROL VALVES, BALL VALVES, GATE VALVES, AND QUICK COUPLER VALVES SHALL BE INSTALLED IN THE APPROXIMATE LOCATIONS INDICATED ON THE DRAHINGS. VALVE SHALL BE INSTALLED IN SHRUB AREAS HHENEVER POSSIBLE. INSTALL ALL VALVES AS INDICATED IN THE DETAIL DRAY',INGS. VALVES TO BE INSTALLED IN VALVE BOXES SHALL BE INSTALLED ONE VALVE PER BOX. REMOTE CONTROL VALVES AND QUICK COUPLER VALVES SHALL BE ISOLATED FROM THE MAINLINE BY A BALL '/ALVE SIZED PER THE LARGEST R.CV. IN THE MANIFOLD OR I 1/2 INCH FOR Q.CV.'S. 3.08 VALVE BOXES A. VALVE BOXES SHALL BE INSTALLED IN SHRUB AREAS Y-,HENEVER POSSIBLE. B. EACH VALVE BOX SHALL BE INSTALLED ON A FOUNDATION OF 3/4 INCH GRAVEL BACKFILL, 2 CUBIC FEET MINIMUM. VALVE BOXES SHALL BE INSTALLED HITH THEIR TOPS 1/2 INCH ABOVE THE SURFACE OF SURROUNDING FINISH GRADE IN LAHN AREAS AND 3 INCHES ABOVE FINISH GRADE IN &ROUND CO'/ER AREAS. 3.09 BACKFLOH PREVENTERS A. INSTALL BACKFLOH PREVENTER UNIT AS INDICATED IN THE DETAIL DRAHINSS. B. INSTAL.L BACKFL.OY', ASSEMBLIES AT L.OCATIONS APPROVED IN THE FIELD AND AT HEIGHT REQUIRED BY LOCAL CODES. C. INSTALL HYE STRAINERS AND PRESSURE REGULATORS ON THE BACKFLOJ/'I ASSEMBLY. D. IF BACKFLOH PREVENTER IS INSTALLED ADJACENT TO A BUILDING, HALL, OR OTHER OBSTRUCTION, INSTALL UNIT SO THAT THE TEST COCKS ARE FACING OUTHARD AHAY FROM THE OBSTRUCTION. E. INSTALL BACKFLOJ/'I ENCLOSURE AS RECOMMENDED BY THE MANUFAC TLJRER. 3.10 SPRINKLER HEADS A. SPRINKLER HEADS SHALL BE INSTALLED AS INDICATED ON THE DRAJ/'IINGS. B. SPACIN6 OF HEADS SHALL NOT EXCEED MAXIMUM INDICATED ON THE DRAHIN6S. C. RISER NIPPLES SHALL BE OF THE SAME SIZE AS THE RISER OPENING IN THE SPRINKLER BODY. D. POP-UP SPRINKLER HEADS SHALL NOT BE INSTALLED USING SIDE OlJTLET OPENINGS. E. RISER NIPPLES ON RECYCLED J/'IATER SYSTEMS SHALL BE IDENTIFIED HITH ADHESl'/E VINYL MARKERS BELOJ/'I SPRINKLER HEAD AND A MINIMUM OF 10 INCHES ABOVE FINISH GRADE. 3.11 MISCELLANEOUS EQUIPMENT A. INSTALL ALL ASSEMBLIES SPECIFIED HEREIN ACCORDINS TO THE RESPECTIVE DETAIL DRAV'!INSS OR SPECIFICATIONS USIN0 BEST STANDARD PRACTICES. ' B. QUICK COUPLER VAL. \/ES SHALL BE SET APPROXIMATELY 12 INCHES FROM Y',ALKS, CURBS, HEADER BOARDS, OR PAVED AREAS V'IHERE APPLICABLE. C. D. 3.12 A. UNLESS DESIGNED AS AN INTESRAL PART OF THE IRRISATION HEAD, ANTI-DRAIN VALVES HILL BE INSTALLED UNDER EVERY HEAD. THE ANTI-DRAIN VALVE HILL BE THE SAME DIAMETER AS THE RISER AND BE INTEGRAL TO THE RISER ASSEMBLY. INSTALL RAIN SENSOR AS INDICATED ON THE DRAHINGS AND AS RECOMMENDED BY THE MANUFACTURER. FLUSHING THE SYSTEM PRIOR TO INSTALLATION OF SPRINKLER NOZZLES, THE VALVES SHALL BE OPENED AND A FULL HEAD OF V'IATER USED TO FLUSH OUT THE LINES AND RISERS. B. SPRINKLER NOZZLES SHALL BE INSTALLED AFTER FLUSHIN0 THE SYSTEM HAS BEEN COMPLETED. 3.13 ADJUSTING THE SYSTEM A. B. C. D. CONTRACTOR SHALL ADJUST VALVES, ALISN HEADS, AND CHECK COVERAGE OF EACH SYSTEM PRIOR TO COVERAGE TEST. IF IT IS DETERMINED BY THE LANDSCAPE ARCHITECT OR OJ/'INER'S AUTHORIZED REPRESENTATIVE THAT ADDITIONAL ADJUSTMENTS OR NOZZLE CHANGES HILL BE REQUIRED TO PROVIDE PROPER COVERAGE, ALL NECESSARY CHANGES OR AD.JlJSTMENTS SHALL BE MADE PRIOR TO ANY PLANTING. THE ENTIRE SYSTEM SHALL BE OPERATING PROPERLY BEFORE ANY PLANTIN6 OPERATIONS COMMENCE. AUTOMATIC CONTROL VALVES ARE TO BE ADJUSTED SO THAT THE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY THE MANUFACTURER. 3.14 TESTING AND OBSERVATION A. DO NOT AL.LOH OR GAUSE ANY OF THE J/'IORK Of THIS SECTION TO BE COVERED lJP OR ENCLOSED lJNTIL IT HAS BEEN OBSERVED, TESTED AND ACCEPTED BY THE LANDSCAPE ARCHITECT, OY',NER, AND GOVERNING AGENCIES. B. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT, OHNER, AND GOVERNING AGENCIES, A MINIMUM OF 48 HOURS IN ADVANCE, J/'IHERE AND J/'IHEN THE HORK IS READY FOR TESTING. C. i"IHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERASE TEST OF EACH SYSTEM IN ITS ENTIRETY TO DETERMINE IF THE J/'IATER COVERAGE FOR THE PLANTED AREAS IS COMPLETE AND ADEQUATE IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. D. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL HORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERASE DUE TO DEVIATIONS FROM THE PLANS, OR i"IHERE THE SYSTEM HAS BEEN HILLFULL Y INSTALLED AS INDICATED ON THE DRAHINSS HHEN IT IS OBVIOUSLY INADEQUATE, J/'IITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THIS TEST SHALL BE ACCEPTED BY THE LANDSCAPE ARCHITECT AND ACCOMPLISHED BEFORE STARTING ANY PLANTING. E. FINAL INSPECTION HILL NOT COMMENCE V'!ITHOLJT RECORD DRAV'IINGS AS PREPARED BY THE IRRIGATION CONTRACTOR. 3.15 MAINTENANCE DURING THE MAINTENANCE PERIOD THE CONTRAG TOR SHALL ADJUST AND MAINTAIN THE IRRIGATION SYSTEM IN A FULLY OPERATIONAL CONDITION PROVIDING COMPLETE IRRIGATION COVERASE TO ALL INTENDED PLANTINGS. 3.16 COMPLETION CLEANING GLEAN-UP SHALL BE MADE AS EACH PORTION OF THE V'IORK PR00RESSES. REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SITE, ALL HAL.KS AND PAVING SHALL BE BROOMED, AND ANY DAMAGE SlJSTAINED ON THE V'!ORK OF OTHERS SHALL BE REPAIRED TO ORISINAL CONDITIONS. END OF SECTION WATER TYPE HYDRAULIC GRADE LINE METER NUMBER 'METER SIZE METER ELEVATION STATIC PRESSURE VALVE NUMBER CHECKED ,GPM AT VAL VE PUMP PSI PRESSURE LOSS CALCULATIONS POTABLE WATER 255 A 55 87 4 0 SERVICE LINE WATER METER WYE STRAINER BACKFLOW PREVENTER MASTER VALVE FLOW SENSOR MAINLINE ISOLATION VALVES REMOTE CONTROL VALVE LATERAL LINES HEAD LOSS MISC LOSSES SUBTOTAL FITTING LOSSES SUB TOTALFROM.OSOVE REQUIRED PSI AT LAST HEAD STATIC PSI BOOSTED PSI PSI REQUIRED TOTAL RESIDUAL PSI DATE PROJECT JOB NUMBER LOCATION CLIENT CONTACT PREPARED BY WATER DISTRICT 4.30 2.00 12.00 4.00 0,50 3.88 1.40 3.00 0.00 0 33,69 3.37 33.69 40 77.06 87 0 77 516/2014 TUSCAN OFFICE SUITES 13-·1 ·16 SAN DIEGO BILL DALY !AATT HOWE, (760) 707-3692 SW CM\J\/D I. 2. 4. 5. 6. T ------------ GENERAL GMP IRRIGATION NOTES ALL LOCAL MUNICIPAL AND STATE LAl'lS, RlJLES AND REGULATIONS GOVERNING OR REL.ATING TO ANY PORTION OF THIS V'lORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. IN CASE OF CONFLICT BETV'lEEN THE SPECIFICATIONS, DRAHINGS, AND/OR CODE, THE MORE STRINSENT REQUIREMENT SHALL. PREVAIL. THE CONTRACTOR SHALL VERIFY THE LOCATIONS Of ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING V'!ORK. THE LOCATIONS Of UTILITIES, STRUCTURES AND SERVICES SHOV'lN IN THESE FLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETJ/'IEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL. BE REPORTED TO Tr!E OHNER'S REPRESENTATIVE. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING V'KJRK. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE HoRK INDICATED HEREIN BEFORE BEGINNING V'lORK. THE MAINLINE AND SLEEVING 15 DIAGRAMMATIC. ALL PIPING IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED J,'llTHIN LIMIT OF J,'lORK BOlJNDARIES AND IN SHRJJB PLANTING AREAS f"lHERE POSSIBLE. AVOID ANY CONFLICTS BETV'lEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. IRRIGATION EQUIPMENT AS SHOHN IS DIAGRAMMATIC. INSTALL ALL THE IRRIGATION REMOTE CONTROL VALVES, QUICK COUPLERS, MASTER VALVES, FLOV'I SENSORS, BACKFLOV'lS, AIR/VACWM DEVICES, BALL VALVES, AND ANCILLARY EQUIPMENT, IN SHRUB PLANTING AREAS ffiEN FEASIBLE OR AS APPROVED BY OHNER'S REPRESENTATIVE AND THE LANDSCAPE IRRIGATION DESl0NER. DO NOT Y'IILLFULL Y INSTALL ANY EQUIPMENT AS SHOY'IN ON THE PLANS Y'IHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOY'IN CONDITIONS EXIST THAT f'IERE NOT EVIDENT AT THE TIME THESE FLANS Y'IERE PREPARED. ANY Sik:,H CONDITIONS SHALL BE BROUGHT TO THE ATTENTION Of THE OHNER'S REPRESENTATIVE PRIOR TO ANY HORK OR THE IRRl0ATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANSES DEEMED NECESSARY BY THE OHNER. 8. INSTALL ALL EQUIPMENT AS SHOY'lN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY HITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR EOTH EQUIPMENT AND INSTALLATION. 9. ACTUAL LOCATION FOR THE INSTALLATION Of THE BACKFLOY'l PREVENTER, RECYCLED CROSS CONNECTION TEST VALVE, PUNP STATION AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OJ,'lNER'S AUTHORIZED REPRESENTATIVE. TUSCAN OFFICE SUITES METER 'A' I CONTROLLER 'A' TABLE:A 10. CONTRACTOR IS TO PROVIDE THREE /3) ADDITIONAL PILOT HIRES AND ONE (I) COMMON HIRE TO THE END OF THE MAINLINE RUN IN THO DIRECTIONS FROM THE CONTROLLER. THE ADDITIONAL HIRE SHALL BE EXTENDED IO', MAKING A COIL TO FIT INSIDE A RECTANGULAR FULL BOX. LABEL THE LID Of THE FULL BOX 'SH'. ESTIMATED WATER USE E\J\/U (GPD) = ETO x PF x HA x .62 ETo = PF = HA = 0.62 = IE = ZONE TYPE: SHRUB ROTORS WRF ROTORS SHRUB SPAA YS TIJRF SPRAYS SHRUB DRIP TREE BUBBLER TOTAL SQ. FEET: ACRE: IE 0:I37 AVG. DAILY Eto 50 per year 0.5 SHRUBS & GROUND COVER (SPRA Y&ROTORJ 0.8 TURF (SPRAY & ROTOR) 0.5 SHRUBS (POINT SOURCE & DRIPLINE) SEE BELO\!\/ FOR SQUARE FOOTAGE CONVERSION FACTOR OF UNITS TO GPD 0.85 ROTORS 0.6 SPRAYS 0.9 DRIP 0.85 BUBBLE RS AREA (SQ.FT.) 0 E\J\/U = (Eto x 0.5 x HA x .62)/.85 0 EWU = (Eto x 0.8 x HA x .62)/.85 0.00 0,00 0 E\J\/U = 0.00 0 783 0 783 0.02 (Eto x 0.5 X HA X .62)/.60 EWU = 0.00 (Eto x 0.8 x HA X .62)/.60 E\J\/U = 36.95 (Eto x 0.5 X HA X .62J/.90 E\J\/U = 0.00 (Eto X 0.5 X HA X .62)1.85 EWU = 36,95 GPO 9,606 ~EWU based on v<,atering 5days pen~.eek., 52 v,.€e.£. s per year, v,_.;th no effedive rainfafl. GPY' GPD GPD GPD GPD GPD GPD 0,03 AC. FT/yr 1284.11 CU.FT/yr IW\ WA=Eto x 0.7 X AREA X 0.62 DAILY IW\WA: 47 YEARLY IV<'\ WA: 16,991 0.05 GPY AC. FT. POC "x" ROAD STATION 22+08 SERVICE LINE 1.5" WATER TYPE POTABLE \!\/ATER \!\/YE/ CV ·1" BACKFLO\J\/ ENCLOSURE MODEL# BACKFLO\J\/ 1" MASTER VALVE 1" FLOIN SENSOR 1.5" STATIC WATER PRE-SSURE 87 PSI DESIGN \!\/ATER PRESSURE 78 PSI BOOST REQUIRED 0 PSI MAX DEMAtlD 4 GPM SET POC REGULATOR AT PSI ORN/A ESTIMATED AREA SERVED 783 SQ. FT. ESTIMATED \!\/ATER USE 0.03 ACRE FEET PER YEAR MAXIMUM ALLOWABLE \!\/ATER USE 0.05 ACRE FEET PER YEAR \!\/ATER SOURCE CARLSBAD MUNICIPAL \!\/ATER DISTRICT (760) 602-2420 \!\/ATER SOURCE IMFO OBTAINED CMWD ELZBIETA KARCZEWSKI (760)602-7503 5/6/2014 CONTRACTOR SHALL VERIFY LOCATION AND WATER PRESSURE BY DIRECT MEASURMENT IN THE FIELD. IF EXISTING PRESSURE IS ~IOT STATED ON PLANS CONTRACTOR SHALL NOTIFY TI-IE OWNERS REPRESENTIVE BEFORE PURCHASE OF EQUIPMENT AND BEGINNING OF INSTALLATIOfl. PURCHASE OF EQUIPMENT AND ANY INSTALLATIONS \!\/HEN EXISTING STATIC PRESSURE IS BELO\!\/ THAT STATED ABOVE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. TABLE: B CONTROLLER "A" SHALL BE AN IM PERAL TECHNICAL SERVICES CONTROLLER ASSEMBLY, CONTACT DARYL GREEN (949) 584-7311, MODEL# ICA6-HU5-99/S P/AFS-I50/SOLSE/M P 16/13 ICDX'i ICD-S FlflAL LOCATION OF CONTROLLER, ELECTRICAL SERVICE AND IRRIGATION APPURTENANCES SHALL BE OUTSIDE A~IY PUBLIC R.O.\J\/. OR EASEMENT AND CONFIRMED WITH OWNERS REPRESENITIVE PRIOR TO COME~ICl~IG \!\/ORK. II. ALL PIPE UNDER FA'/ED AREAS, HARDSCAPE, OR AS DIRECTED BY OV'INERS REPRESENTATIVE TO BE INSTALLED IN SLEEVING, THICE THE DIAMETER OF PIPE OR HIRE BUNDLE CARRIED. ALL 2" AND 3" SLEEVING SHALL BE FVC.I220 SCH. 40, TYPE I, GRADE 2 MATERIAL CONFORMING TO ASTM STANDARD D-11B5-4. ALL 4" AND LARGER SLEEVING SHALL BE PVCl220 CLASS 200 SDR2I, TYPE I, 0RADE 2 MATERIAL CONFORMING TO ASTM STANDARD D-224I. SLEEVES UNDER BROY'! DITCHES SHALL BE ENCASED IN CONCRETE A MINIMUM OF 6" THICK ON ALL SIDES OF PIPE. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF PAVING. 12. ALL QUICK COUPLER VALVE5 TO BE IN5TALLED IN SHRUB OR GROUND COVER AREAS V'iHERE FOSSIElLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOV'lN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES J,'llTHIN IB" OF HARDSCAPE. 13. ALL HEADS ARE TO BE INSTALLED V'l!TH THE NOZZLE, SCREEN AND ARCS SHOV'lN ON THE FLANS. ALL HEADS ARE TO BE ADJvSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, V'lALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR AD.cVSTMENT SGREV'l, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES HITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES f'IITH ADJIJSTABLE ARC UNITS. V'lHEN VERTICAL OBSTRUCTIONS /PROFS, STREET LIGHTS, TREES, ETC) INTERFERE HITH THE SPRAY PATTERN Of THE SPRINKLER HEADS PREVENTING PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A Q!JARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL AD~USTMENTS SHALL BE HADE AT NO ADDITIONAL COST TO THE OffiER. 14. THE IRRIGATION CONTRACTOR SHALL ADJUST THE PRESSURE REGULATOR ON EACH ELECTRIC CONTROL VALVE SO THAT THE SPRINKLER HEAD FARTHEST AND HIGHEST IN ELEVATION FROM ITS RESPECTIVE CONTROL VALVE OPERATES V'ilTHIN THE OPERATING PRESSURE SHOf'IN ON THE IRRIGATION LEGEND. NOT TO EXCEED FIVE (S) PSI ABOVE THE GIVEN OPERATING PRESSURE FROM THE SPECIFIED PRESSURE LOCATED ON THE IRRIGATION LEGEND. 15. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE JvllNIJvlUM OPERATING PRESSURE AND THE MAXIMUM FLOi"I DEMAND SHOJ,'lN ON THE IRRIGATION DRAHINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY V'lATER PRESSURE VIA DIRECT FIELD MEASUREMENT PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETf'\IEEN THE V'lATER PRESSURE INDICATED ON THE DRAi"IIN0S AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OY'INER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS, AND COSTS ASSOCIATED Y'IITH SAID RE'/ISIONS. 10. SHOULD FIELD CONDITIONS REQUIRE PIPE INSTALLATION OTHER THAN THAT SHOV'iN ON PLANS, THE CONTRACTOR SHALL LIMIT EXCESS FLOV'i AND SIZE ALL PIPE NOT TO EXCEED A VELOCITY Of S FEET PER SECOND /FPS) IN PVC PIPE AND CAST IRON PIPE FLOV'l THROUGH ANCILLARY EQUIPMENT, STEEL AND COPPER PIPE SHALL NOT EXCEED A VELOCITY OF 1 Y:z FPS. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OHNER. 11 ELECTRICAL POHER SOURCE FOR THE IRRIGATION CONTROLLER AND/OR BOOSTER PUMP SHALL BE PROVIDED UNDER THE ELECTRICAL SECTION OF THE SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION C.ONTRAC.TOR TO COORDINATE ELECTRIC.AL SERVICE V'ilTH THE GENERAL CONTRACTOR AND SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER AND/OR BOOSTER PUMP. GMP JOB //13-116 APPROVED FOR IRRIGATION AND PLANTING ONLY INCLUDING PRECISE LOCATION OF PLANTINS AREA. RCE ___ EXP ___ _ REI/JE',/ED BY, JNSPECT □R DATE DATE ~~ f----+--+------------l------1---1----l---ll soHEgET I CITY OF' CARLSBi-\D S1HEE1TS "<15.IJ' Pl AI~I\J[NG D!l/!S[nN m "-·:-:··-11 ===-'==============-====' _ LANDSCAPE: JERIGATJON NOTES & SPECIFJCA'l'JONS FOR: TUSCAN OFFICE SUITES 4010 Sorrento Valley Blvd. .S1iace LOO San Diego. CA 9212! grnpli.lrn.l;.iri.:h.com T B58 558 8977 LANDSCAPE ARCHITECTURE & PLANNING Ll-07 2753 JEFFERSON STREET CARLSBAD, CA 92006 APN: 203-110-14 ;:::P::::I A:::N::::N:::IN:::::G:::' =======,::-:::==========::D::::A=:T:::E===' f---OA-.-fE-I--IN_I_TIA-L-e-------------------1--DA-.-fE~e-l-Nl_fl_A_L -1--0-A.-fE-e-l-NI-TI_A_L -l D WN BY: PROJECT NO. DRAWING NO. REVISION DESCRIP TION CR''11IwKDD BB:(': --RP 14-04 482-BL DESIGNEfl OF WORK I I OTHER APPROVAL Cl fY APPROVAL I I I I ' ' ' I i ! i I ' i I ! I EXlSTING BUILDING ---f.)Jx~JtJ'>-cc::-----~ ,.,•· 1PROPFRTY LINE·--· I . . .. ..... -,. ·.·-: .. · .. :-:-:j( ORM DRAIN PER Gl'(IL ~-------// _, LET, ::;:::: □I c=~~'.'.'.'.:'.:'.'."===~°=-=xA=;aRSccG~l~T'EG TURAL TRELLIS 1/'<ITH VINE I L. -ARGHITEG TURAL TRELLIS ,-, V'<ITH VINE ,-,, , I ;, if'"~ ..... ·····-____ [j u / / PR,OPERTY LINE EXISTING HALL TO REMAIN I EXISTING FXISTING Rt lll n1~1c: PLANT I NG LEGEND ALL TREES PLANTED HITHIN 10' FROM ANY HARDSCAPE PAVEMENT, OR TREES QTY. SYM. 5 3 SHRUBS 11 13 13 14 21 \/INFS 10 4 ® © @ e) 0 CURBS SHALL RECEIVE ROOT BARRIER PER ROOT BARRIER DETAIL. BOTANICAL NAME COMMON NAME SIZE ~UCOLS SEE TREE DETAILS G,D,F/LP-03 ARCHONTOFH?ENIX CUNNINGHAMIANA KING PALM CERCIS OCC!DENTALIS v'IESTERN REDBUD PHOENIX CANARIENSIS (EXISTING) CANARY ISLAND PALM BOTANICAL NAME AGAPANTHUS 'HYBRID' CALLISTEf'DN 'LITTLE JOHN' CLl'/IA MINATA PITTOSPORIJM TOB. 'VARIEGATA' PHILODENDRON 'XANADU' CLEMATIS LIGvSTICIFOLIO NUTT. TECOMA CAPENSIS (ESAPLIERJ COMMON NAME LILY OF THE NILE (DARK PURPLE fLOl'lER) Dv'IARF EOTTlEBRuSH E!JSH LILY VARIEGATED PITTOSPORllM ~INTEREORN PHILODENDRON v'IESTERN f'IHITE CLEMATIS TRllMPET HONEY9JCKLE 10' BTH. M 24' BOX 1/L EXISTING TO REMAIN M SIZE ~UCOLS SEE SHRUB DETAIL C-/LP-03 I &AL. M 5 GAL M I 6,IL. M 5 6AL. M 5 GAL, M SEE VINE DETAIL E/LP-03 15 GAL l':>GAL. L GROUND COVERS SEE GROUNDGOVER DETAIL A/LP-03 r,-,-,-,-.--.--.-..-,.... .., r,:,:.:<<<<<<· f:,:,:,:,:,:,:,:,:,: CAREX PANSA CALIFORNIA MEADOY'i SEDGE , , , • • · • , , , (TO REMAIN IJN-MOY'IED OR IN NATURAL STATE) PLUGS@ 18" 0C. TRACHELOSPERMUM JASMINOIDES ST AR JASMINE FLATS @12' 0.C, L VEGETATED Sv'IALE AREA PER Cl'/IL ENGINEER'S PLA/iS (TO RECEIVE TRAC-HELOSPERMJM JASMINOIDES AS GROUND COVER, SEE ABOVE FOR SPACING) EXISTING HALL TO REMAIN -- I I :\ i\ \ l. vv (f) I'---, 'V ATE ARGHITEC-TURAL TRELLIS 1/'<ITH VINE COV!:I\ED DRIVE1N A Y SIGHT LINE, 330' TO G.L. OF STREET \ I 1 ---<..__ I .__ \ f +· l.f) f , j I . I , -\ I w \ F LL! LL! DL F \J) z C) 1J) [i LL! LL LL LL! -J 8 4 8 16 24 ~ ----1----1 ___ ~1 SCALE: 1/8" = 1' JAlATER USE PLAN ··--: •:;·~ _ ... ··•,: : ··,·. '.;. r-·• ... ·. '.'! r-c=;=;;;;;: .. ma''.!'., n i [/2 j( l!r,j;~~~~ ~ Ji '\ I I POT ABLE HATER USE AREAS NOTES ' ... y;,1;("/F\ SCALE: I. ROOT BARRIER SHALL BE INSTALLED i'il-fRf MES ARE VIITHIN 10' OF ANY HARO'..GAFf ELEM!:ITT, 'ff ROOT BARRIER DETAIL. 2. All Sl-'R!,B AREAS VIITrl DRIP IRRl&ATIC\~ SHALL RfCEl'IE A 3' LAYER OF SflREDDED BARK MlLGH. CONTRACTOR SHALL NOT lr!STALl BARK Ml\.GH ON SLOFES 0'/ER 5' HIGH VIITH A SLCfE GREATI'R THAN 3d. CONTRACTOR SHALL 9J8MIT BARK 111LCH SAMPLE TO LAND¼AfE ARGHITEGT FCR AfFROVAL PRIOR TO DELIVERY. 3, ALL LAo\D'½AfE AREAS Sfl:))'l~ ~111-!CUT GRC\JIIDGO'IER OR PLANT MATERIAL StlAIJ. RECEIVE A 3' LAYER OF st-REDVED BARK 1-1,LGH. 4. ALL S-HRi,B AREAS TO BE lNDER-PLAo111'D l'ITH cSROvNDW'l!R SEE FLfo~ AND LEGEND FOR TYff A.ND LOCATIC\~ 5. CONTl<ACTOR stl.ALl fl<()'/IDE PHOTOS INDICATIVE OF ALL PLANT MATI'FIJAL SPECIES 15 0AL. SIZE AND LARSER AND FOR PLANTER POTS. 9JB-STANDARD FlANT MAT!'RIAL HILL BE RE,ECTI'D CN SITE I I __ , \·•, ·1-- -\ "::;tt; ... Z., i , ..... ...:.J 16 32 1/16"=1'-0" 8' &'-8" / .. ' / , 'i , 1/ e 4 / ~ V'<ALL BASE DETAIL, SEE ENLARGEMENT AT RIGHT FLAN \/IEll'l, 2" OFF FINISHED SlJRFAC-E ' 14 'li, _____ b_~-"-----f t ,F I PLAN \/IEV\I il'!ALL SASE DETAIL CONTRACTOR SHALL INSTALL EXPANSION JOINT BETYIEEN VEHICULAR CONCRETE/CONCRETE GUR6 AND THE GM.U. !'ALL ++AFF\.. Y 6RAFIGONE NON-6LOSS ANTI-GRAFFITI GOATIN6 TO ALL MASONRY SURFACES. AVAILABLE FROM 6RAFIGONE ING., (WO) 5b0-b900 DETAIi 0EXlsm<G PERIM!:TER V\ALL 10 REMAIN, DY CML Erl$1NEER 0151'£BAR 'IERT. AT lb' OD., ALTERNATlrl$ BENDS IN FO'.JTIN6 014 REBAR fl'.IRIZ, AT 16' O.G. 08xox10 SPLIT FACE CHU. BI.OCK, GOLORIMAJ;JFAC nRER TO MA Tat Silt RETAINI}.(; r1ALLS 0cANE BOLT rllTH LOCKING 01'1:N POSITION (DRILL COtl'.:RET!') b FINIS+i GRADE -SLOP!: 2% MIN. FROM V\ALL ; COMPACT!'D SlJE½RADE FER S'.JILS REPORT e, CONTl,WOI/S Wtl'.:RETI: FOOTING 9 GOl!G,'sETI' PAVING. SEE Vl:HICIJLAR Wtl'.:RETI' PAVING Df!AIL @o'xb' CONGRfTE CURB 11/ Y,· RAD. TOOLED EDGE I (2) i3 !'£BAR CONTlt!:OJS, POJR GIJRB ~Ill, VEHIClLAR CC\~RET!' PAVlrl$, SLOP!: TCP CF Ccffi 10 DRAIN Al'!AY FROM CH.U t1ALL II 4x4xl/4' MLV. JW.LAR STEEL Pa5T 12 (lo) 16 REBAR VERTICALS 13 13 CLOSi:D TIES AT~• O.C. 14 HEAVY DIJTY GA 1l' Hlr\SES IS 0ALI/AtlZED GORR)SATED METAL PMEL, O'IERLAP 4 ', USE A RIZffR 1'1/\';l-lfR ANDY," DIA~l!'R FLAT H:ADED '½REH l'ITH fr," Ei'E!EDMENT NOTI'S, 'CONTl<ACTOR SI-IALL PITCH RCOF @ 2% FCR POSl!IVE DRAINAGE FRCrl BACK Cf t1ASTE ENCLOSlJRE TO WE FRC\'lr (GATE SIDE) 'CONTl<ACTOR stlA!.l fl(O'/IDE (2) ADDITIONAL WILES DRILLED IN THE Wtl'.:RETI' PAD IN FRC\1T OF THE TT<ASH EftLO:IJRE TO FACILITATE TfE CANE OOLTS Yilrrl THf GATES IN AN OFEN PO'a!ION. 'CONTl<ACTOR stlALL INSTALL EXPANSION ,DINT BETl'tEN '/EHICllAR Wtl'.:RETI'/GONCRETI: CURB ANO TllE C.M.U. HALL 'FINISI-I VV (I) COAT OF METAL PRIMER AND (:i) COATS ,>ETAL EXTERIOR (lOSS, co_oR 10 HATCH PERIMETI'R rueE STEEL FE};CE 'ALL 1\a,G StlAIJ. HAVE 00TH EN17S i'fl.v!:D CLOSED ANO GROIIIID Si'WTH 'ALL METAL FEtl'.:11½ CC!INECTIONS SHALL BE WNIIHJCtr:L Y l'tLDED 'ALL MATI'RIALS TO Bf F~-L Y GALI/. BEFORE INSTALLATION IN FIELD 'THERE SHALL BE rl? N'LDIN6 OF MATERIALS IN THI: FIELD 'ALL r'i:JC!J CONSIBl.'GTkJN Sf-lALL BE STAINED Yillll SI-IEPl'IIN HILLIAMS EXTERIOR 0RADE STAIN Y Ao\Kff BARN' lSYi 3505. z C) I SECTION 21 ,:II -o I, THE TRASH ENGLOSIJRES SHALL NOT OBSTRIJGT OR HINDER THE REQ\Jlf<ED I APfROVED FIRE DEPARTMENT ACC-ESS SIGNAGE I STRIPING. 48 NO PORT,ON OF TH,S STRUCTURE SHALL BE BU,L T V'-UTH,N 5' OF COMBUSTIBLE BU,LD,NG, ACCORD,NG TO F,RE DEPARTMENT 6U,DEL,NES TRASH ENCLOSURE -(SPLIT FACE VENEER) LANDSCAPE PLANT MATERIAL NOTE, I. LANDSCAPING CONSISTING OF GROLJNDGOVER, SHRLJBS, AND TRFES SHALL BF LJSFD TO SCRFEN ELEHENTS OF UNSIGHTLINESS AND SCREEN/SOFTEN NEV'! IHPRO\/EMENTS, HATER METERS AND UTILITY TRANSFORHERS, UTILITY TRANSFORHERS AND OTHER ABOVE GROLJND UTILITIES MAY ONLY BE SCREENED TO THE EXTFNT ALLOJAIABLE BY EACH INDI\/IDUAL FRANCHISE LJTILITY COHPANY. 2. SPACING OF PLANTS SHALL ALLOV'l FOR THEIR SIZE AT MATURITY, 3. TREES V'!ITH SLJRFACE ROOT SYSTFMS AND/OR BROAD BRANCH STRUCTURES SHALL BE PLANTED ONLY V'lHER.F SUFFICIENT SPACE IS AVAILABLE. ROOT BARRIERS ARE TO BE USED HHERE TREES ARE LOCATED HITHIN IO' OF ANY HARDSCAPE IMPROVEMENT. 4. SEE Cl'/IL ENGINEERS PLANS FOR LOCATION OF L.I.D. FEATURES 5. SUBSURFACE IRRIGATION SHALL BE INSTALLED IN ALL PLANTING/TURF AREAS V'llTHIN 24" OF HARDSGAPE. IRRIGATION NOTE: ALL LANDSCAPE AREAS ARE PRII/ATEL Y HAINTAINED AND IRRl0ATFD FROM A SEPARATE )t,jATER METER TO BE PROVIDED. 0RADIN6 NOTE, SURFACE DRAINA0E (2% 0RADE IN PLANTIN0 AREAS) SHALL BF A~AY FROM STRUCTURES AND TFRMINATE IN AN APPROVED DRAINA0E SYSTEM. +NOTE, A ROOT BARRIER SHALL BE OVER OR ADJACENT TO AN"( UNDERGROUND DRAIN LINES AS A HEANS Of PROTECTION AGAINST ROOT INTRUSION. FINAL LOCATION Of ROOT BARRIER(S) SHALL BE DETERMINED DURING CONSTRUCTION GMP JOB //13-116 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDIN0 PRECISE LOCATION Of PLANTING AREA. RCE __ _ EXP, ___ _ r,EV JE',/E D BY, JNSPECT □R CITY OF' CARLSBAD PLANNING OIV[S[ON DATE DATE SHEETS 11 m ~~t---+--t---------+--+----t--t---1~ ::==::::'...'.::==========='....'::==~ LANDSCAPE PLAN'IJNG PLAN r'OR: 4010 Sorrento V,:dley Olvd. Stlitc :too San Diego, CA 92721 gmpl;Jm.i;,i,,.:h.com T 858 550 13977 LANDSCAPE ARCHITECTURE & PLANNING DATE INI flAL DESIGNrn OF WORK DATE IMI flAL DATE IMITIAL REVISION DESCRIPTIO~I OTHER APPROVAL Cl rY APPHOI/AL TUSCAN OFFICE SUITES 2753 JEFFERSON STREET Lp_01 CARLSBAD, CA 92008 APN 203-110-14 Pl ANNING DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: __ _ R\/WD BY: RP 14-04 482-SL ; I ' . ' I I i , I I . I PLAN !2ETAIL LE,.e. I PREPARED SOIL :, PLANT TABLET 3 FINISH GRADE 4 WNCRETE CURB OR HARDSCAPE IMPROVEMENT AS INDIC,A TED ON PLAN 0wNCRETE MOH STRIP OR HARDSCAPE IMPROVEMENT AS INDICATED ON PLAN PLANT FER PLANT FULL O.C. FER PLANT LEGEND 2 x 0.0. SPACING PER PLANT LEGEND AT EDGE OF FLANTINS AREA . : .. ;., 0coNCRETE SIDE i"!ALK OR HARD¼APE IMPROVEMENT AS INDICATED ON PLAN 0DEEFROOT •UB 24-2 INSTALL IN IO' LEN0 THS, TYP. SUBSRADE FL.ANTS FER FLAN CONCRETE CURB OR HARDSGAPE IMPROVEMENT AS INDICATED ON PLAN NOTE, ALL TREES HITH IO' OF ANY i"!ALK, CURB, DRIVE, BUILDING, UTILITY OR HARD¼APE ELEMENT SHALL RECEIVE 10' Of ROOT BARRIER UNLESS OTHERVIISE INDICATED ON THE FLANS. SECTION PLAN A GROUNDCOVER PLANTING B ROOT BARRIER ,11'-' --'2=xR~O~O~T=BA~L"'L-'D'-"IAM-'-"'E"-'TE='-R'---;,f'- 2xROOTBALL DIAMETER ,f VINE PLANTING NOTES: DETAIL LEGE.l',li,,'__ __ -J I ROOTBALL lJ;t~; 2 GROi"!N I' ABOVE FINISH GR.ADE 3 FINISH GRADE 4 3 I O 4 FINISH SRADE AT SLOPE pl AN \J wa -',;. O r[\ 0 a S BA0KFILL MIX (SEE NOTES) '.:: !..J"! :,:.:, ~~Jj)J' ~ \j b PLANT TABLETS (SEE NOTES) , '.J 1 FINISH 9.iRfACE Of PAVED AREA ~~ ~=~b=~ e 4' HIGH i"lA TERI NG BASIN (If -J-- 02'-3" BARK MlJLCH LAYER (SEE LEGEND FOR DEPTH) ©BARK M.ILCH SHALL BE FULLED ~ 1 Ai"!A Y FROM BASE Of TREE/SHRUB ,, A MIN. OF b" > NOTE, V'IHERE TREES ARE PLANTED IN TURF AREAS, CONTRACTOR SHALL REMOVE TURF A MIN. OF 12" DIA. AT THE BASE OF THE TREE. INSTALL AN ARBOR GUARD AT THE BASE Of THE TRUNK. DETAIL _LE:i=...w.,'------1 0v!NE ATTACHED TO YW..L HITH VINYL PLANT TIES 2 NURSERY STAKES TO BE REMOVED S VIALL 9.JRFACE 4 CROi"lN -I" ABOVE FINISH GRADE ~ 4' HIGH Y1ATERING BASIN b PLANT TABLETS PER PLANTING SPECIFICATIONS 0FINISH GRADE 0BAC.KFILL MIX (SEE SPECIFICATIONS) 0uNDISTURBED NATIVE SOIL eROOTBALL NOTE, VINE SHALL BE A TT ACHED TO SURFACE OF FREESTANDING MKc,ONRY i"!ALLS VV CLEAR EPOXY VINE TIES, DO NOT ATTACH VINES TO BUILDINGS VINES V\I NllRSERY ESPALIER STAKE TO BE MOVED OUT OF ROOIBALL AND INSTALLED b" FROM FACE OF i"!ALL (Vff'RE APPLICABLE) TOP OF V'IATERING BASING TO BE MIN. 6" BELOH FINISHED FLOOR OF BUILDIN0 2>ECTION D TREE DOUBLE STAKING .T.c>. F PALM PLANTING 2 DETAIL LEGEN 2 SEE TREE PLANTINS DETAIL S VINYL TREE TIE (4 REQUIRED) 4 (2) 2' DIA. x 10' LODGE POLE PINE STAKES. TIE TREE TRUNK b' ABOVE BENDING MOMENT OF TREE. TIE SHOULD PROVIDE FLEXIBILITY OF TRUNK, BUT NOT ALLOV'I RIJBBIN0 OF TRUNK AGAINST STAKE. CUT STAKES Off b' ABOVE TIES. FINISH 0RADE 4" Hl6H V'IATERING BASIN (IF REQIJIRED) 0 1NSTALL ARBOR GUARD AT THE BASE OF TREE IF IN LAV'IN AREA Dl:IAlL LEGl:..N""-----1 0fRONDS -TIE HITH SINGLE STRAND OF ORGANIC MA TERI AL, UNTIE AT END Of MAINTENANCE PERIOD 0FALH TRUNK -SEE SPECIFICATIONS FOR SKINNING 04" HISH 1/IATERING BASIN IF REQIJIRED ©BACKFILL MIX -100% HASHED SAND UNDISTURBED NATIVE SOIL 6 FINISH 6RADE AT SLOPE 1 FINISH GRADE B PLANT TABLETS (SEE SPECIFICATIONS) ROOTBALL 4" ROJND BLACK GRATE BY NDS 4" PERFORATED DMIN PIPE HRAPPED i"l/ DRAIN SOCK @¾• CRUSHED ROCK i"!RAPFED HITH FILTER FABRIC I. A 10' LENGTH HINIHUtvi Of APPROVED ROOT BARRIER SHALL BE INSTALLED V'!HERE TREES ARE V'IITHIN 10' OF ANY HARDSCAPF. 2. ALL SHRUB AREAS SHALL RECEIVE A 3" LAYER OF SHREDDED BARK MULCH. 3. ALL SHRUB AND GR.OUNDC.OVER AREAS V'!ITH A SLOPE OF 3, I OR LESS SHALL R.EC.EI\/E A 3" DFPTH LAYFR Of ORGANIC, SHRFDDED BARK HULCH. SUBMIT SAMPLE TO LANDSCAPE ARCHITFCT FOR APPRO\/AL PRIOR. TO DELIVERY. f'LANTI NG NOTE5 I. A THE PLANTIN0 PLAN IS DIA0RAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. B. QUANTITIES SHOY'lN ON THE PLANTING PLAN ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. C. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT Of THE DISCREPANCIES BETV1EEN QUANTITIES AND SYMBOLS SHOHN. 2. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, HHERE HEEDS ARE PRESENT, PER MANUFACTURERS SPECIFICATIONS A MINIMUM Of TEN (10) DAYS PRIOR TO COMMENCEMENT Of ANY PLANTIN& OR IRRl&ATION V'lORK. HEEDS SHALL BE ALLOHED TO COMPLETELY DIE BACK, INCLUDING THE ROOTS BEFORE PROCEEDING V'llTH V10RK. 3. LANDSCAPE CONTRACTOR SHALL SUBMIT A SOIL ANALYSIS REPORT FROM A TESTIN0 AGENCY (PRE-APPROVED BY THE CITY) TO THE LANDSCAPE ARCHITECT BEFORE BE01NNING HORK. THE TEST SHALL INDIC,ATE BUT NOT BE LIMITED TO THE FOLLOV1IN0 A. ORGANIC MATTER CONTENT B. N, P, K C pH D. EC, E. SOIL TEXTURE (SILT, CLAY, SAND) F. RECOMMENDATIONS FOR AMENDMENTS, LEACHIN0 AND MAINTENANCE FERTILIZATIONS. THE RE9JLTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS 4. PRIOR TO PLANTIN0, IRRl0ATION SYSTEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE THOROU0HLY SOAKED. 5. ALL AREAS TO BE PLANTED, V1HICH HAVE A SLOPE OF LESS THAN 10%, SHALL BE CROSS-RIPPED TO A DEPTH OF SIX (&") INCHES AND THE FOLLOV11N0 AMENDMENTS SPREAD EVENLY AND THOROU0HL Y BLENDED IN PER 1,000 SQUARE FEET (QUANTITIES SUBJECT TO CHAN0E PER SOIL ANALYSIS), &. 1. B. A. 3 CUBIC YARDS NITROGEN FORTIFIED REDHOOD SHAI/IN0S 6. 100 POUNDS AGRICULTURAL GYPSUM C. 15 POUNDS IRON SULPHATE D. 25 POUNDS 16-b-B SLOV'l RELEASE FERTILIZER A. 6. C. D. E. EACH PLANT SHALL RECEIVE "A0RIFORM" (OR EQUAL) PLANT TABLETS AS FOLLOHS, ROOTED CUTTIN6/4" POT (I) S &RAM I 0AL. CONTAINER /1) 21 0RAM 5 SAL. CONTAINER (S) 21 &RAM 15 0AL. CONTAINER (5) 21 &RAM BOX TREE /1) 21 GRAM PER S" BOX SIZE PLANT BACK FILL SHALL BE 50% SITE SOIL, AND 50% NITROGEN FORTIFIED REDHOOD SHAVINGS BY VOLUME PLANT PITS SHALL BE TV11CE THE SIZE Of THE DESIGNATED NURSERY CONTAINER. 9. PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE &ALLON PLANTS AND LAR&ER SHALL HAVE BEEN &ROHN IN CONTAINERS FOR A MINIMUM Of 6 MONTHS AND A MAXIMUM OF THO YEARS. 10. PLANTS SHALL EXHIBIT HEAL THY GROHTH AND BE FREE OF DISEASES AND PESTS. 11. STAKE ALL TREES PER DETAIL. 12. REMOVE NURSERY STAKES ON ALL VINES AND ATTACH TO ADJACENT FENCES HITH GAL\/. NAILS AND GREEN NURSERY TAPE. IS. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE GROV1TH ON ALL TREES. 14. PLANTS SHALL NOT BE PLACED V11THIN THELVE (12") INCHES Of SPRINKLER HEADS. 15. SHRUBS SHOY'iN IN PLANT AREAS SHALL BE UNDER-PLANTED HITH GROUNDCO\/ER SHOHN BY ADJACENT SYMBOL TO , HITHIN 12" OF MAIN PLANT STEM. ELEV COVERED BREEZEWAY j / SUITE 6 747 GR/ 621 NET. 0 I 0 SECOND FLOOR PLAN POT LEGEND QTY./5YM.PRODIJCT NAME/•iPINl5H MANUFAC TUI'< ER ~/H PLANT t-1A TE:F<IAL 5 .Q)J 'Hf\.~IE COLLECTION', HS-3000, COLOR, PUDDLE TOJRHESOL %'X33' (I) 5 GALLON FIC-!JS 8EHJ.AHINA F'LANTi:;R F'OT NOT!:;$, AL..L. PLANTER POTS SHALL BE FURNISHED Y'llTH TQJRNE'""iOL SITerkJRKS 5ELF V'!A fERINS DEVICES, CONT AC.TS: TOIJRNF=:QL 51TEf:'.:iQRK2 ....:oN Y'!ILLINGHAM (114)743-2913, jl"lllllnghcrn~to•Jrfl~a;;.o lslter'!Or"i<s."Ol'Yl ,.,, "" (J .c -0 ~ .., i,.\\DSCA ~&-\.\erso ~, ,~r,p . ·- 4010 Sorrento Vi.!lley 81>Jd. Suite 200 San Die~v.::. CA 92121 gmplandill"ch.com r B5a 558 8977 LANDSCAPE ARCHITECTURE DA-fE INI flAL & PLANNING DESIGNEf( OF WORK REVISION lb. LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM Of 2% DRAINA&E AV'lAY FROM ALL BUILDIN6S, STRUC71.JRES, AND V1ALLS. FINISHED 0RADES SHALL BE SMOOTHED TO ELIMINATE FLIDDLIN& OR STANDIN0 HATER. 11. FINISHED 0RADES SHALL BE ONE (I) INCH BELOH THE TOP OF CURBS, SILLS, AND HALKHAYS IN ALL AREAS. HHERE SOD IS LAID NEXT TO THESE IMPROVEMENTS-FINISH &RADE BEFORE LAYING SOD SHALL BE 1-1/2" BELOH THE TOP.IB. THE LANDSCAPE CONTRACTOR SHALL LEAVE SITE IN A CLEAN CONDITION, REMOVING ALL UNUSED MATERIAL, TRASH, AND TOOLS. l"i. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTIN0S FOR A PERIOD OF SIXTY (bO) DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT CLEAN, HATERED, AND V1EED FREE. P-1 rYi 20. AT COMPLETION OF ALL HORK OUTLINED IN THESE PLANS, THE LANDSCAPE CONTRACTOR SHALL CONTACT OHNER AND ARRAN0E FOR A HALK THROU0H TO DETERMINE THAT ALL ASPECTS OF HORK ARE COMPLETED. HORK MUST BE FULLY COMPLETED ACCORDIN0 TO ALL PLANS AND SPECIFICATIONS, MUST BE COMPLETED IN A 000D V10RKMANSHIP MANNER, AND MUST BE ACCEPTED BY THE OV1NER IN HRITIN0 PRIOR TO THE BE01NNIN0 Of THE MAINTENANCE PERIOD. 21. THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOV11NG SCOPE Of HORK, A DAILY HATERIN0 OF ALL PLANT MATERIAL. B. HEEDIN0 AND REMOVAL Of ALL V1EEDS FROM &ROUND COVER AREAS. C REPLACEMENT Of ANY DEAD, DYIN0, OR DAMA0ED TREES, SHRIJBS, OR 0RCUND COVERS. D. FILLING AND REPLANTIN0 OF ANY LOH AREAS V1HICH MAY CAUSE STANDING HATER. E. ADJUSTIN0 Of SPRINKLER HEAD HEl0HT AND HATERIN0 SYSTEM. F. FILLIN0 AND RECOMPACTION OF ERODED AREAS. G. HEEKL Y REMOVAL Of ALL TRASH, LITTER, CLIPPINGS, AND ALL FOREIGN DEBRIS. H. AT 30 DAYS AFTER PLANTIN0, AMMONIUM SULFATE SHALL BE APPLIED TO LAV1N AREAS AT THE RATE OF 5 LBS. PER 1,000 SQUARE FEET. I. AT 00 DAYS AFTER PLANTING AND PRIOR TO THE END OF THE MAINTENANCE PERIOD, BEST FERTILIZER COMPANY lb-6-B (OR EQUAL) SHALL BE APPLIED AT THE RATE OF 6 LBS. PER 1,000 SQUARE FEET TO LAHN AREAS AND PLANTING AREAS. 22. PRIOR TO END OF MAINTENANCE PERIOD, LANDSGAPE CONTRACTOR SHALL CONTACT OHNER AND ARRAN0E FOR A FINAL V1ALK THROU0H. OV1NER MUST ACCEPT ALL MAINTAINED AREAS IN HRITING PRIOR TO END OF MAINTENANCE PERIOD. 23. ALL GROUND COI/ERS SHALL BE 0UARANTEED BY THE CONTRACTOR AS TO 0ROV1TH AND HEAL TH FOR A PERIOD OF 51XTY (60) DAYS AFTER THE COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL SHRUBS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO 0ROV1TH AND HEAL TH FOR A PERIOD OF NINETY (90) DAYS AFTER COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL TREES SHALL BE 0UARANTEED BY THE CONTRACTOR TO LIVE AND 0ROH IN AN ACCEPTABLE UPRIGHT POSITION FOR A PERIOD OF ONE (I) YEr\R AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD AND FINAL ACCEPTANCE 24. THE CONTRACTOR, HITHIN FIFTEEN (15) DAYS OF HRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT, SHALL REMOVE AND REPLACE ALL 0UARANTEED PLANT MATERIALS, V1HICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE 0UARANTEE. REPLACEMENT SHALL BE MADE HITH PLANT MATERIALS AS INDICATED OR SPECIFIED ON THE ORl01NAL PLANS, AND ALL SUCH REPLACEMENT MATERIALS SHALL BE 0UARANTEED AS SPECIFIED FOR THE ORl01NAL MATERIAL 0UARANTEE. 25. ALL SHRUB AREAS SHALL RECEIVE 3" DEPTH SHREDDED OR0ANIC BARK MULCH UNLESS NOTED. 2&. ALL TREES TO BE PLANTED A MINIMUM DISTANCE OF, A) 15' FROM ALL STREET LIGHT POSTS 8) 5' FROM ANY SEV1ER, V1A TER OR DRY UTILITITY LINES C) IO' FROM ANY GAS LINE OR STORM DRAIN. D) 5' FROM ANY DRIVEHAY E.) 15' FROM ANY FIRE HYDRANT 21. ALL TREES PLANTED V11THIN 10' FROM ANY HARDSCAPE PAVEMENT, OR CURBS SHALL RECEIVE A LB24-2 'DEEP ROOT' TREE ROOT BARRIER INSTALLED IN A 10' LINEAR APPLICATION, OR AS SHOV1N ON PLANTIN0 PLAN. ROOT BARRIER SHALL NOT ENCIRCLE THE ROOT BALL. SEE ROOT BARRIER DETAIL. +NOTE, A ROOT BARRIER SHALL BE OVER OR ADJACENT TO ANY l)NDER0ROLIND DRAIN LINES AS A MEANS OF PROTECTION A0AINST ROOT :J 0 INTRUSION. FINAL LOCATION Of ROOT BARRIER(S) rHALL BE DETERMINED DURING CONSTRUCT! N GMP JOB #13-116 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTIN0 AREA. [rf] - 11 AS BUILT 11 RCE EXP. REVJE',/ED BY, lclSPEC"fOR CITY OF C1\RLSBAD PLANNING DIV !SION DATE DATE SHEETS 11 LANDSCAPE PLANTING DETAILS & SPECIF'JCA'l'IONS FOR: TUSCAN OFFICE SUITES 2753 JEFF'ERSON STREET CARLSBAD, CA 92006 LP-02 APN: 203 110 14 APPROVED: r~(I 6( ~\-ii-tt l· -i1-,.,, Pl A1~NlflG DATE OWN BY: INI flAL PROJECT NO. DRAWING NO. DATE DATE INITIAL CHKD BY: DESCRIPTION ornrn APPROVAL Cl fY APPHOVAL RI/WO BY: RP 14-04 482-8L " •"rn ki:..:1ii i' 11 ,· ~ 11