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Home My WebLink AboutDWG 432-9L; CUP 04-22; CARLS AIRPORT HOTELS; 01-14HAMPTON INN & HOMEWOOD SUITES LANDSCAPE PLANS RECYCLED WATER STANDARD PLAN NOTES 1. All Work shall be done in accordance with lhe Carlsbad Municipal Water District's Rules and Regulations. 2. Drinking water, fountains and designated outdoor eating areas shall be protected against contact with recycled water spray, mist, or run-off. 3. Best management practices shall be used to eliminate or control to the best extent possible ponding, run-off, over-spray and misting. 4. Hose bibs are strictly prohibited. 5. Cross-connections between recycled water lines and potable water lines are strictly prohibited. 6. No substitutions of pipe mterials will be allowed without priot approval of the Carlsbad Municipal Water District. 7. All mainline pipes shall have warning tape per Carlsbad Municipal Water District's Rules and Regulations. 8. Hours for irrigation with recycled water are from 9:00 pm to 6:00 am. The hours for irrigation with disinfected tertiary recycled water may be modified by the local authority. Irrigation during public use periods with disinfected tertiary recycled water shall be under the supervision of the designated user supervisor. Irrigation with water of a lesser quality lt1an disinfected tertiary recycled water shall be between the hours of 9:00 pm and 6:00 am. 9. Burial of all wiring and piping shall meet Carlsbad Municipal Water District's Rules and Regulations. 10. Non-designated use areas shall be protected from contact with recycled water, whether by windblown spray or by direct aplica,tion through irrige,ton or other use. Lack of protection, whether by design, construction practice or system operation, is strictly prohibited. 11. Irrigation heads shall be relocated or adjusted to minimize or eliminate over-spraying on sidewalks, streets and non-designated use areas. 12. Recycled water quick coupiing valves shall be of a type designed for the use on recycled water distribution systems per Carlsbad Municipal Water District's Rules and Regulations. 13. On recycled water systems, all appurtenances (sprinkler heads, valve boxes, etc.) shall be color-coded purple per AWWA guidelines and Section 116815 of the California Health and Safety Code. 14. All irrigation pipes shall be stenciled witli the warning, "NON-POTABLE or RECYCLED WATER", color-coded (purple) and laid with warning tape and stenciling oriented toward tlie top of the trench per the Carlsbad Municipal Water District's Rules and Regulations. 15. On new on-site systems (post-meter). potable water, constant pressure recycled water and sewer lines should be placed a minimum of four feet apart or as directed by the project engineer and /or regulatory agency. Measurements shall be between facing surfaces, not pipe centerlines. 16. Constant pressure recucled water lines shall cross at least twelve inches below potable water lines and maintain at least twelve inches crossing separation between other utilities. 17. If a constant pressure recycled water line must be installed above a potable water line or less than twelve inches below a potable water line, then the recycled water line shall be installed within an approved protective sleeve as per tlie Carlsbad Municipal Water District's Rules and Regulations. 18. Developeer/contractor shall conduct a cross-connection test and coverage test as directed by Carlsbad Municipal Water District and the San Diego County Department of Environmental Health prior to any use of recycled water. 19. The required cross-connection inspection shall be done by either the Carlsbad Municipal Water District and/or tlie San Diego County Department of Environmental Health. Copies of inspection reports will be forwarded to the non-inspecting party. 20. The design and locations proposed for recycled water "Do Not Drink" signs shall be called out on the plans. 21. When recycled water becomes available, an on-site user supervisor shall be designated in writing. This individual shall be familiar with plumbing systems within the property, with the basic concepts of backflowlcross-connection protection, the recycled purvayo~s rules and regulations and Iha specific requirements of a recycled water system. Copies of the desination, with contact phone numbers shall be provided to lhe Carlsbad Municipal Water District and/or the San Diego County Deparment of Environmental Health. In case of emergencycontact ______________ at ____ _ Name Phone Number Orafterhourscontact _____________ at ____ _ Name Phone Number 22. All public and private potable water mains including fire mains and any water wells and water courses within the recycled water project shall be shown on the plans. 23. Call out on the plans if there are or are not drinking fountains and/or designated outdoor eating areas on this site. · 24. Educate all maintenance personnel on a continuous basis of the presence of recycled waler. Personnel must be informed that recycled water is meant for irrigation purposes only, and is not approved for drinking purposes, hand washing, cleaning of tools, etc. Given the high turnover rate of employees in the landscape industry ii is important this information be disseminated on an almost daily basis. 25. A physical separation shall be provided between adjacent areas irrigated with recycled water and potable water. Separation shall be provided by distance, concrete mow strips or other approved methods. CARLSBAD, CALIFORNIA TARSADIA HOTELS 620 NEWPORT CENTER DRIVE, 14TH FLOOR NEWPORT BEACH, CA 92660 (949)610-8000 FAX (949)610-8239 CITY NOTE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HA.VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED I< SECTION 8703 OF THE BUSINESS A~D PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORAWI-JGS AN□ SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO REVIEW ONLY ANO DOEW NOT RELIEVE ME, AS THE LICENSED DESl~NER OF WORK, OF MY RESPO~SIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTATL'll. CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER COOSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS Qt APPROVAL RELA TEO TO IJ\NDSCAPING. BY D,m, ~ DENNIS MICHAEL LAMAR , COUNTY OF SAN DIEGO NOTE I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGES OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 67C3 OF THE BUSINESS ANO PROFESSIONS CODE AND THE DESIGN IS CONSISTENT WITH CURRENT STAr.DARDS. I UNDERSTAND THAT THE CHECK o, PROJECT DRAWINGS ANO SPECIFICATIO~S BY THE CITY OF SAN DIEGO AND THE SAN OIEGO COLMV DEPARMENT OF ENVIRONMENTAL HEALTH IS CONFINED TOA REVHcW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. MILLENNIUM DESIGN ASSOCIATES, INC. 23276 S. POINTE DRIVE, STE 215 LAGUNA HILLS, CA92653 PHONE· (949)457-1189 FAX (949)457.1160 BvO'iL k DENNIS MICHAEL LAMAR REGISTRATION NO: 14M.. EXPIRATION DATE, lt3ltQZ. DATE !/, 1.e-or-• SHEET SHEET NO. 1 2-3 4 5-6 7 8-9 10 11-12 13 14 SHEET TITLE COVERSHEET HAMPTON INN IRRIGATION PLANS HOMEWOOD SUITES IRRIGATION PLAN LANDSCAPE DETAILS IRRIGATION SPECIFICATIONS HAMPTON INN TREE & GROUND COVER PLANS HOMEWOODSUITESTREE&GROUND COVER PLAN HAMPTON INN SHRUB PLANS HOMEWOOD SUITES SHRUB PLAN PLANTING SPECIFICATIONS VICINITY MAP SITE MAP NTS PROJECT SITE ROAD I=! § i!l ~ 1[ DE lA PINA I ~ <J 1!s PINA COSMOS CT. ~ ROBLE _ __.-, ~ S PAI.JIAS 0/1. SAN DIEGO COUNTY DEPT. OF ENVIRONMENTAL HEALTH ~~-----lt-Z.,(J'> DATE " NOTE: PALOMAR AIRPORT ROAD 111· 11 • Li-1-1111 Li 1111~1 ~ I~ HOMEV□□D SUITES HAMPTON INN NTS MILLENNIUM DESIGN ASSOCIATES, INC. LANDSCAPE ARCHITECTS 23276 SOUTH P□INTE DRIVE, SUITE 215 LAGUNA HILLS, CAUF □RNIA 92653-1434 CALIFORNIA LICENSE # 1434 NEVADA LICENSE# 256 (949) 457-1189 FAX (949) 457-1160 11-18-05 COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DMSION 12-Z-oS" GLENN LEEKS DATE ENVIRONMENTAL HIALTH SP.ECIAIJST ' "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: .. • INSPECTOR i----t---t-------------+--+-----1--+---1 rsHEEil CITY OF CARLSBAD ~l ~ PLANNING DEPARTMENT ~ 1 --1 ----t-----------------t--+---11-----l----l LANDSCAPE PLANS FOR: . APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. HAMPTON INN & HOMEWOOD SUITES REVIEWED BY ~ ~-J~ . QNEERING PANCHECKER DATE CARLSBAD MUNICIPAL WATER DISTRICT -:-::AP=P=RO::-:-V:-:'E~~'!:'.l,L,-r.t:,-~l~!!t._" _____ 2-2-t/-0;;, 1 , j/ /,~ ASSISTANT PLANNING DIRECTOR DATE ..,;/2U~'~;.{,fe,~G<Ai!:i~~·~·l~£"-±_/7i(Mc,-~~~i'J• .... ,'!l,.!jllf"---//--30 -o5 J-;;.,;c--l,;;;;:ru;-l-'1"'"'-1\---------------+-==-+=-~f-----l---1 ~D~W~N~stvt,='=iM~D~A=~==~~=========~==~=:::::; ""w!rUAM E. PLUMMER DATE DATE INITIAL DATE INITIAL DATE INITIAL PROJECT NO. DRA'MNG NO REVISION DESCRIPTION CHKD BY: DML • DISTRICT ENGINEER R.C.E. 28176 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: CUP 04-22 4329L ', I \J) r- 0 6) 0 I I I I I I I I I I I I I I I I I ~ I" I I I L D I ..,,,.,......,.....,_ I I I ~ I I I ( I I I I I I \ EX. 16" ACP PER DWG. 323-J --------------------------------- a ET3 R/GH T OF IN GRES INTO PAL AR AIRPORT ROAD ANO OED/ ATED ON PARCEL M P 14-115 HA VE BEE DEDIC A TED AND R UNQU/SHED AND WAl/1 D. w z ....I '<t -:I: 1-- 1 t) w 1--w w <( w :I: ~ Cl) Cl) EX BUILDING (61" SO. FT.) 0__ ___ 1 ~ ~ ~8~ ~ ~ RECIPROCAL PARKING 6 MATCHLINE -SEE SHEET 4 PALO MAR AIRPORT ROAD u,o D ~Sid~wcik -------------------,,£------------------------------------------------------------------------ '7 I I ,---- 1 I I I :~ SHEET INDEX NTS A II ~ 11 MaJ!. e· I I i;gck 0 cu 1- 1 59 11' 19' J Main/in• 6" fr~ 1#jck 0 cu 5' 14' 2\ J 'Mainline 6 from btJCk ot curo MATCHLINE -SEE SHEET 4 IRRIGATION LEGEND SYMBOL MFG. di TOIi() □ TORO • mao •= ~ roao <II TOIi() @ TOOO (!, TO<O o roon @ roon "1 TORO [I TORO ■ TORO • TOIi() 1' TORO ~ TORO ,j, TOYO T mro ~ IORO ,j, TOIIO 'il @ moo TORO MODUNO. 5?0 Z-PRX-l2P..a)M.5Q -!oil' 510 Z.P.RX-12P.coM,5.H -NP .5?0 Z-P.RX-12P-COM-8Q -NP .510 Z-PllX-12P--COM-&H -NP .510 Z-Pll-12P-CCAUf -NP 510 Z-PRX-12P-COM-12Q-NI' 570 Z-PRX-l:2P-COM-12H-I\P :570Z.PRX-12P-COl,f.l:2.F -NP !PO Z-Pll-12P--COM-J:,c;;i-NP :570 Z-P&X-121'-COM-l:IB-NP 5,0 Z.PJI.X.12P-COM-UF -NF 5"7fJZ-l"K.X-12r-COM-2flST-NP S70Z-PRX-12P..CCM-46S"f-NF 5"71JZ-PRX-12P-COM-.IISST-NP ~70 Z-PRXAil'-COM---IIQ -'1' ~70 7.-PR X-fil'-mM-1111 -hl' ~70 Z-P'IUL-l>P-L'OM-SF -11.P 570 Z-PI.X-6P-COM-UQ -NP ~70 Z-FRX-6l'-COM-12H ·N' :570 2-FRX-6P-OOM-l:2f _,.. 570Z-PR.l(-6P-CO:M-l5Q -NP 570.Z-.PRX-6P-COM--l5ff -NP !i70Z-PRX-6P-COM-1SF -NP DESClU'rOI< QUARTBJ. &PllAY HEAD UALf Sf'llAY Hl3i\D QUARTER &PRA'!' HEAD HAU SPRAY HEAD fl,U. S-.PB.ltYHBAD QUAllTE& DJIA'!' HBAD HALF 5.PliY l:lEAD Fl:U. 5.P.11.AY HBAD QUART Ell :!.PI.A.Y HEAD HALF SPJ.AY .HEAD FULL SPllAi' HEAD STRIP SPRA'iHEAD .END SPRAY HEAD SIi.iP Sl"BA'illEAD QUAIi.TB.i. SPRAY HEAD HALFM'liYHfAD Ft:U. s.PJ.A y 1-EAD QUARTER SP.RJ..'i HEAD HALE SPRAY HEAD FU.LL SPRAY HBAD QUAllTERSP.R.A'iHEAD HALF SPRAY HEAD FULL SPllAY .1--ffiAD RAD. 00< '" • .10 30 ' 20 JO • ·" 30 • -" " • J.O " 12' _,o 10 12 ui, " I? 2.19 " i,• " 30 1'' ,.., 30 1,· MO JO 2X6' "' 30 4X1S' " 30 '"'" ., 30 • .25 " • -"' " • 1.0 " I? ·" lO I? L>O 30 I? :i:.19 30 " ·" 30 " U:5 30 " ,_, 30 ■ TOJlO :i70Z-n:X-6P-~-lil0-PC2 -NP STREAMBUBBL.ER. 3' .ll ~O ~70 Z-.P'.RX-61'.~.PC2 ..NF> (t.ONTIACTO. TI) nt!CIDFl IN FIBLD WHICH BUB Bl-Ell. TO INSTALL) ltAL'IBOO} 5012-.PL-PC-SAM-MP.R-2SQ -NP QUAlt.TEll.llOTOR.HEAD 2'.J' .74 25 RAJNB(J.D 5012-PL-PC-SA..Y.i.-M.P&.•:!SH -NP HALfi..OTOlllIBAJJ RAINBtJ.D SOOO-S-PL-FC-SAM-MP.R.-2.5F -NP FULL RO-=oR HEAD RAJNBII.I) SOJ~-PL-PC-SAJt.1-Ml'.R.-lOQ -NP QUAltTfill.ROTORHHAD RAINBIR.D :501~-PL-PC-SA."d-MP.R.-lilli -NP HALF ROTOtl IIFAD .llAINBIII.D 5000-S-PL-R'.-MM-MP.R•Xlf -NP FULL ROTOllHEAD CONTilACTO.R MLST USE TORO 570 ADJC.:STABU: ARC NOllU!S OK.:0'10 V-1~ NOZZLES IO AVOlD 0\'EJ.SPII.AY AND JN&UKE FlJU.. COVER.A.GB. INSTA.1.1. POP-UPS WITH lltil IC, Of ALL PEDESTRIAN LSEAREAS ( Tl_;Kf' , .I' AVJNG , E."It'. J tt,;STALL <::HECK VALVES AS NEEDE:D TO P&BVBJ'r,'T LOW.HMDDJ.AINA.CiE. 23' ,,, ,. ,. ,. rnr: ~• S,PR.A'f HEADS.MAY BB SUBSTlTl.."J.E.D WlTHIO'NCX?ZLESA"> REQUIRED IN THE PIBLD. A.'IIY HE.ADS THE NEED A 11..EDUCTION OF MOI.E 11iAN SO% or 11ll! US'l'lillS.P.RAY l'.Al"IEU W!LLREQUlllETOROPCDSCREBNS. INSTALL ALL HEADS WlTH THli-MFG'S l'tiON POTABLE .PUUU CJ,,7. NOTE: * INSTALL POP-IJp:;. WITH IN 10' OF ALLPED.ESillANUSEAREAS (TURF,PAVING,ETC) • lNSTALL CE.ECK VAJ.Vl!SAS NEEDED TO PREVENT LOW HEAD DRAINAGE .... 2.78 1.03 2.l5 4.24 " 2S 2S 2S 25 ------ SYMBOL MIG-. .MO.Dill. NO. '-FOK.J'OTABU! HDLllC QUJCKCOUPLfill WITIUOCKING Yl!LWWCAF, FOR.RECYCLED-NELSON 7645 QUICK OOUPLBR Wi11-1UlCKN:iPIJEPL-£CAP. ►◄ NIBCO BRASS .8Ail Y.ALYE (Ll1'iB SIZE) HllS-70 (314~-2"1 I T-580-?G-fi,6 (2-3.i4M-:3"') 4~ ANDLAKGEll ro J3.E FEBCO NII..S SER.IS GATE \'ALVE-UNESIZE. s lUJ.lllOL :'00 ~S lJt TU...f'LOW IU!MOTii CONTllOL 'tALVli WEH A'!>-OMR-100 OMNl-~ - SIZl:iS INlllCA."l"l<D CONTllACTOll TO COOllJJINAn! VAL VE LOCATIONS C,OVl!llPAi.KIHQ STJllJC:1J.R£) WITH PLUMBlNG l'1.ANS. □ WATEJl METER -llEPEI. TOClVILPLAN Fl!BCO 112.'iYA I..EDUCIID.PRJ!SSUUBACKlLOW PREV.E!N1Ell WI ll1':!1 WYE-STJ.AlNBB.-SEE DETAILS ( LOCATE 11"1 A&TRON<i BOX SBHC-S!-. SMOOTH TOUCH STAINLBSS SJlihL HIIIC.LOSU.lt.E. AUTOMATIC CONTROLLf;R LOCAJION .. SEE NOCE. ( SEE CONilKlLLER NOTE FOIL.II.Alli SEll,--soB.). 2" GilSWOLD 2~30 ( !oiOJ.MALLY-CLOS..EIJ) MAST.ER. YALVB/ PR.ESSUUUGULA'TOR. LNSTALL DOWNSTREAM .HlOMFLOWSJ,.NSOR. DA.IA INDUS11l1AL FLOW SENSOR. l 1/4" lUCiHJLOW SHUT-OFF-HFS---m SEE CONT.R.OLI.BllNOTE. PROVIDE RELAYS NBBOEO TO COMMLNITATE WIIH THE CONTRDLLER. (PURPLE) PVC SCH 411 LA IfJ..AL Lll'i B-12" CO\IBR IN l'LANI'ING AftEAS, 24~ COVEil UNOERJ"AY!NG ... SIZIS .IJtlDl:."ATfilJ {fl:JU>LE} MAINLINE-IN9TAJ...L 1'" COV.E.R :N PLM'TlNG I\REAS,,30"00\'llll llhDEI.PAV!N{j- SJZES IN OICA TED. (PCRPLE) Mainlines (pre11Yrizoo) 111".2 inch and SJDEller iw]l be Scb:dnk:40 KJ!,-ar.,.weld.E'. v.c.. (PCRPLE) Mmilines (pre11uri.Led)2 iD;J: tbrougb 3 in~h ihilllbc CAH 31~•.•h-r:al-wdiP.V.C., I1lE BUILDING FOOTING MAY 1.E-QUIRE TI1E I.RIIC-ATION MAlf,;LJNh ·m HE .REllOlJTED 'JD ACCOMIDA.TE FOR EXCESS COJ,iC. fOOTlf,iGS. { ('l)()IU)l_""IA_-;:E Wllll LANDSCAPE&. PLUMIUNG AS-Bl.:ll.T PLANS) ffi .ll.AJ.NBI.RD XCZ-100-COM .KEMCITE CONTII.OL zor-.~ KJT VAL VE. SIZES INDICATFD. =- Oll1P SYSTEMS @CRIB WALL. -COOllD!NATEPLANTIDCELLLOCATIONSANOQUANTJTlES PEB.l'LMllNG PLAN. OISTALL. RAINBlRDl..D-D6-(12 or l8l USE B.BQUlilED .FLITINGS AND .MOUNTll'W BTAKESPERMFG. SfECIFICATIONS. SLEEVES-SHAI.L BE AS FOLLOWS : ( PVC SCH 2-" DJ.A. OF PIPE.) UNDER YEHICL.E PAVING, lNSTALL MA.11,$, WJRB & LAJERAI.S lN SEPER.ATE PVC SCH. 80 SLEEVES W/ :Jll"COVER. UNDER. P.E!DESIIUAN PAVING, INSTALL MAJNS &. WlltE JJ,i SllP~TE J!VC SC1i 40 SLEEVES Yf.' 111" COVSL UNDEll VB.HICL.E PAVING, INSTALL LATERALS IN SEPf!JlAT.EP\IC SCH. "4)SLEE\IES W,' 12' COVER. JNDlCATES STATION NlJMBEll JNl)LCATES COl•ff.ROU.J,R INIJICA.TESm'M INDlCATES \IAL\IBSJ.ZE I TH£RE ARE NO DRLNKJNG FOUNTAINS: Or,; THfS SHEBT • ..&.. Jr-.'DiCATES REC'iClED WATEL 'OON01 DIUNK'Stm,; PALOMAR AIRPORT ROAD MILLENNIUM DESIGN ASSOCIATES, INC. LANDSCAPE ARCHITECTS NOTE: □ MATCHLINE-SEE SHEET 3 "AS BUILT" D. M. LAMAR Q.l!Jl~ 8-14-08 RLA 1434 EXP. 9-J0-09 DATE 23276 SJUTH P□INTE DRIVE. SUITE 21c LAGUNA HILLS, CALIFORNIA 92653-1434 CALIFDRNJA UCENSE l< 1434 NEVADA LICENSE# 256 APPROVED FOR PLANTING AND IRRIGATION ONLY, REV/£,1Y: 11,_,, 4---~I~ "t· !;°-ob H□ME'-i□□D SUITES (949) 457-1189 FAX (949) 457-1160 INCLUDING PRECISE LOCATION OF PLANTING AREAS. INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 4 " LANDSCAPE PLANS FOR: HAMPTON INN /RR/GA TION PLAN 0 SCALE: 1''=20' 20' 40' 03C74 60 APPROVED C::/, , {/ 1uol~~ ·j j, ASSISTAW' PLAillf.JING DIRECTOR ' • DATE /)\ DWN BY: MDA PROJECT NO. OAC: DRAWING NO. l'IIITIAL DATE INITIAL DATE INITIAL CHKD BY: DML ENGINEER OF WORK REV SION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CUP 04-22 4329L • • ,., 0 ... PRESSURE LOSS CALCULATIONS IRRIGATION LEGEND SYMBOL MFG. MODEL:SO. DESCRIPTON RAD. GPM PSI HGL 550 (RESERVOIR) PAD ELEVATION 300.3 ll/2" WATER METER SER VICE LINE GATE VALVES BACKFLOW PREVENTER MASTER VALVE VALVE MAINLINE LATERAL LINE & FITTINGS TOTAL PRESSURE LOSS 10 % RESIDUAL PRESSURE REQUIREil HEAD OPERATING PRESSURE DESIGN PRESSURE REQUIRED AVAILABLE PRESSURE (P.0.C.) RESIDUAL PRESSURE REMAL~ING SET PRESSURE REGULATOR@ 8.'i PSI MATCHLINE -SEE SHEET 2 ~ I l , -ra I 0 I: I: = I I I I I I ~- I I I I I I H wood Suit 1 - 1-2• water me er +++''<II Hampton 1-1/2" w mefer CONTROLLER NOTE : 'A' 11' I '8' CONTROLLER TO BE A -RA/NB/RO IM 16 SERIES fr<Jm Of CU • I I PROVIDE 110v CONTINUOUS POWER AND MAKE FINAL HOOK UP. INCLUDE A MASTER VALVE RELAY AND A HFS-1.50 HIGH FLOW SHUT OFF AFTER BACKFLOW DEVICE. INCLUOE GROUNDING ROD ANO A WCS 'RAIN GUARD' RAIN SENSOR. LOCATE IN AN AREA FREE FROM OVERHEAD OBSTRUCTION. COORDINATE THESE LOCATIONS WITH DEVELOPER. cb TORO 5'702-PRX-12P--CO:\1-5Q -NP QUARTER SPRAY HEAD 5' .IO . 30 VALVE~ A122 □ TORO 570 Z-PRX.-12P-C0:\1-.SH -NP HAU SPRAY IIEAD 5' .20 30 GPM 25 • TORO 510 Z-PRX-12P--COM-jQ -NP QUARTER SPRAY HEAD ~ .25 30 1.4 0.2 • TORO 5'70 Z-PRX-12P--COM---8H -NP HALF SPRAYHEAD , . .so JU ® TORO 570 Z-PRX-12P--COM---IF -NP FULL SPRAY HEAD 8' 1.0 30 () TORO 570 Z-PRJUif-t:UM-12Q -NP QUARTJiR ::liPRAY HEAD 12' .so 30 1.4 (t TORO 570 Z-PRX-12P--COM-12H -NP HALF SPRAYHEAD 12' 1.09 30 12.0 @ TORO 570 Z-PRX-12P--COM-12F -NP FULL SPRAY HEAD 12' 2.19 30 2.0 ,±, TORO .570 Z-PRX-12P-COM-ISQ -NP Qt'ARTER SPRAY HEAD IS' .85 30 2.9 0 TORO 570 Z-PRX-12P-COM-15H -NP HALF SPRAY HEAD IS' '·"' 30 @ TORO 570 Z-PRX-12P--COM-l5F -NP FULL SPRAY HEAD IS' 3.60 30 21/2" 890' 2.05 El TORO :570Z-PRX-12P-CO.M-2SST-NP STRIP SPRAY HEAD 2X6' .09 30 [I TORO 5 70Z-P!IX-12P-COM-4ES T-NP END SPRAY HEAD 4XB' .45 JO 4.2 26.15 ■ TORO 570Z-Pll.X-12P-COM-4SST-NP STRIP SPRAY HEAD 4X30' 90 30 ... TORO 570 Z-PRX-6P-COM~ -NP QUARTER SPRAY HEAD 8' -25 JO ... TORO 570 Z PRX 6P COM 8H NP HALF SPRAY HEAD 8' .so JO 2.6 {i) TORO 570 Z-PRX-6P-COM--8F -NP FULL SPRAY HEAD 8' 1.0 30 30 • TORO 570 Z-PRX-6P-COM-12Q -.l"P QUARTER SPRAYHEAD 12' .,o 30 V TORO 570 Z-PRX--6P-COM-12H -NP HALF SPRAY HEAD ll' 1.09 JO 58.75 PSI @ TORO 570 Z-PRX-6P-COM-12F -NP FULL SPRAY HEAD 12' 2.19 30 108.12 PSI v TORO 570Z-PRX-6P-COM-15Q -NP QUARTl!R SPRAY HEAD 15' .8' 30 +49.37 PSI V TORO S70 Z--PRX--6P-OOM-15H -NP HALF SPRAY HEAD ll' 1.65 JO @ TORO 570 Z-PRX-6P-COM-1SF -NP FULL SPRAY HEAD [5' 3.6 30 H TORO 570 Z-PRX-6P-SB-2-1 IHI-PC2 -NP S1REAM BUBBLER 3' .21 30 '570 Z-PRX--6P--SBJJO-PC2 -r..."P {CONTRACTOR TO DECIDE IN FIELD WIUCH BUBBLER TO INSTALL) ,q' f-UJ UJ :::c Cl) UJ UJ Cl) UJ z ::::J ::::c (.) ~ ~ CD @ Q) @ 0 @ RAINBIRD 5012-PL-PC-SAM-Ml'R-25Q -NP QU_.tJlTER ROTOR HEAD RAINBIRD 5012-PL-PC-SAM-Ml'R-258 -NP HALF ROTOR HEAD RAINBIRD 5000-S-.PL--FC-SAM-MPR-25F -NP FULL-ROTOR HEAD RAINBIRD 5012-PL-PC-SAM-MPR-30Q -NP QUARTER ROTOR HEAD RAINBIRD 5D12-PL---PC-SAM-.MPR-:JOH -NP HALF ROfOR HEAD RAINBIRD 5000-S-PL-FC-SAM-MPR-JOF -:1'<,'P FULL ROTOR HEAD CONTRACTOR MUST USE TORO l70 ADnJSTABLEARC NOZZLES OR 570 V-ll NOZZLES TO AVOID OVF.RSPRAY AND INSURE FULL COVERAGE. INSTALL POP-UPS WlTil Thi 10' OF AlL PIIDE3TlUAN L-"SE AREAS (TURF, PA.VINO, ETC.) INSTALL CHECK VALVES AS NEEDEDTOPRE-VENTLOWHEADDRAIKAGB. 23' 23' 23' 79 79 'Jf/1 1HE 8' SPRAY HEADS MAY BE SUBSTlTUTED WTIH 10' NOZZLES AS REQUIRED IN mE FIEID. ANY HEADS Tim NEED A. REDUCTION OF MO'RF. 1llAN 50% OF THB LISTED SPRAY PAITERN WILL REQUIRE TCIRO PCD SCREENS. INSTALL ALL BEADS WRH THE MFG'S NON POTABLE PURPLE CAP. NOT!':: • lNSTALL.POP-UPS WlTH lN 10' OF ALLPIIDE:riTIUAN UIEARRAS(TUll',PA\IJNC;, ITTC) 'lNSTALL CHl!CK \'Al...VES AS NBBDED TO PR.EVENT LOW HBADDRAINAGE CONTROLLER NOTE : 'B' 'C' CONTROLLER TO BE A -RA/NB/RD IM 36 SERIES PROVIDE 11 Ov CONTINUOUS POWER AND MAKE FINAL HOOK 1/P. INCLUDE A MASTER VALVE RELAY AND A HFS-1.50 HIGH FLOW SHUT OFF AFTER BACKFLOW DEVICE. INCLUDE GROUNDING ROD AND A WCS 'RAIN GUARD' RAIN SENSOR. LOCATE IN AN AREA FREE FROM OVERHEAD OBSTRUCT/ON. COORDINATE THESE LOCATIONS WITH DEVELOPER. POINT OF CONNECTION : 'B' INSTALL A I 1 /2" WATER METER -SEE CML PLAN FDR LOCATION. INSTALL A 11/2" FEBCO 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE INSTALL IN PLANTER AREAS AWAY FROM PE/J£STR/AN 1RAFFIC. MASTER VALVE/ PRESSURE REGULATOR TO BE SETO 85 PSI COORDINATE THESE LOCATIONS WITH OWNER/ DEVELOPER. AVAILABLE PRESSURE : I OB. 12 PSI DESIGN PRESSURE : 58. 75 PSI MAXIMUM DEMAND 30 GPM □ 9' 1· I ' ..... POINT OF CONNECTION : 'A' INSTALL A 11/2" WATER METER -SEE CIVIL PLAN FOR LOCATION. INSTALL A 11/2" FEBCO 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE. INSTALL IN PLANTER AREAS AWAY FROM PEDESTRIAN TRAFFIC. MASTER' VALVE/ PRESSURE REGULATOR TO BE SETO 85 PSI COORDINATE THESE LOCATIONS WITH OWNER/ DEVHOPER. AVAILABLE PRESSURE : 1 OB. 12 DESIGN PRESSURE : MAXIMUM DEMAND P.O.C. DIAGRAM CONTROLLER ----- SERVICE LINE I BACKFLOW DEVICE' CITY'S BACKFLOW SPECIALIST MUST APPROVE LOCATION & INSTALLATION. FLO# SENSOR--~ MASTER VALVE 58.75 JO N SHEET INDEX NTS P.O.C. DIAGRAMr,;:,. CONTROLLER ------.::1 SERVICE UNE I BAC!ffLOW DEVICE CITY'S BACKFLOW SPECIALIST MUST APPROVE LOCATION & INSTALLATION. FLOW SENSOR--~ MASTER VALvr- □ axes PALOMAR Al,PORT ROAD H□MEll□□D SU !TES 74 2' 1.44 25 ~78 25 1.03 25 2.15 25 4.24 25 N 11' SYMBOL MFG. MODEL NO. ~ FOR POTABLE 33 DLRC. QUICK COUPLER W11H LOCKING YBI.WW CAP. fOR RECYCLED -NELSON 7645 QUICK COUPLER WJl'H LOCKING PURPLE CAP . NIBCOBRASS BALL VALVE (LINF, SIZE) T-585-70 (3/4"-2n) 1 T-580-70-66 (2-3/4''-J") 4" AND LARGER TO BE FEBCO NRS SERIS GATE VAL VE -UN.ti SIZ.l:i. IRRITROL 700 SERJES UL TR.A-FLOW REMOTE CONTROL VALVE WTIH AN OMR-100 OMNI-REG - SIZES INDICATED CONTRACTOR TO COORDINATE VALVE LOCAIJONS (OVER PARKING STRUCTURE) WTIH PLUMBlNG PLANS. WATER METER-REFER. TO CIVIL PLAN FEBCO 1!25YA REDUCED PRESSURE BACKFWW PREVEN'IER WI l 112" WYE-STRAINER -SEE DETAILS ( LOCATE JK A STRONG BOX SBBC-SS SMOOTH TO"C"CHSTAINLFSS SffiHL F.KCLOSllRE AUIOMATIC CONTROLLER UXATION -SI:!!£ NUT£. ( SEE CONTROLLER. NOTE FOR. RAIN Sfilto-SOR). 2" GRISWOLD 2230 ( NORMALLY CWSED} MASTER VALVE/ PRESSURE REOI.JlA10R. INSTALL DOWNSTREAM FROM FLOW SENSOR. DATA Il,,'DUSTR!AL t,"LOW SENSOR. I 1!4" HIGH FLOW SHUI---OFF-HFS-125 SEE CON1ROI.LERNOTll. PROVIDE RELAYS NEEDED TO COMMUNITATE Wirn IBE CONIROLLER. (PURPLE) PVC SCH 4D lATRRAL LINE-12" COVER IN PLANTING AREAS, 24" COVER UNDER PAVING. -SIZES Th.-""DICA TF.D. (PURPLE) MAINLINE INSTAIL 18" COVER IN PLANTING AREAS. 30" COVER UNDER PAVING SIZES INDICATED. {Pl:-RPT.E} Mainlines (pressurized) 11/2 inch and smaller ihallbe Schedule 40 solvent-weld P.V.C .. (PL""RPLE} Mainlines (pressurized) 2 inc:h through 3 inc:h shall be Class Jl5 solvent-weld P.V.C., THE E UlLDJNU FOOTING MAY REQUIRE THE IRRIGATION MAINLINE ID BE REROUTED TO ACCOMIDATE FOR EXCESS CDNC. FOOTINGS. ( COORDINATE WITH LANDSCAPE &- PLUMBING AS-Bl.,lLT PLANS) RAINBIRD XCZ-100--COM REMOTE CONTROL ZONE KITVALVl!-SIZES INDICATED. DRIP SYSTEMS @ CRJB WALL . -COORDlNA TE PLANTED CELL LOCATIONS AND QUANTITIES ----- PER PLANI'INGPLAN. INSTALL llAlNB1llD LD-06--(12« 18} L""SE REQUIRED FITTINGS AND MOUNTING STAKES PER MFG. SPECIFJCATIONS SLEEVES SHALL BE AS FOLLOWS : ( PVC SCH 2 x tv.. OF PIPE. ) v 1--w w :c Cl) w w en MATCHLINE -SEE SHEET 2 2.96.oo PROPOSED 2 col-I 3 STORY HOTEL sVI" HAWTONN-1 AREA= 50,700 SO. Fr. LOT2 Mainline 6" \ tr'Ju'!gck 1.78 AC -- UNDER VEHICLE PA YING, INST ALI MAINS, WIRF. & TA TERALS IN SEPER.A.TE PVC SCH 80 SLEEVES W/ 30" COVER. UNDER PEDES'IR.lAJi PA VINO, INSTALL MAINS & WIRE IN SEPERATE PVC SCK 40 SLEEVES W/ 18" COVER. <( w z ...I :c u i --UNDER VEHICLE PAVING, INSTALL LATERALS IN SEPERATE PVC sal. 40 SLEEVES WI 12'' COVER. PAD..,298.8 • ... INDJCATES STATlUN NUMBER INDJCATES-CON'l'ROLLER FF-299.5 INDJCATES GPM IND.l:CATES VALVE SIZE ~ " NOTE ~ 1 • lllERE ARE NO DRINJ:.ING FOUNTAINS ON THIS SHHl!T At cam.,-of walk ' ..L INDICATES RI!CYCLED WA1ER 'DO NOT DRINK.' SIGN A 7 /,I, inline • fr b'f! 0 CIJf □ MILLENNIUM DESIGN ASSOCIATES, INC. LANDSCAPE ARCHITECTS 23276 SOUTH PDINTE DRIVE, SUITE 215 LAGUNA HILLS, CALIFORNIA 92553-1434 CALIF[RNIA LICENSE # 1434 NEVADA LICENSE # 256 (949) 457-1189 FAX (949) 457-ll60 " 38' I I I I 2\,-z" tt---•---1-~Mainline 6" frQm bQck ot curl) 11 C 6 •hind Trash " 2~11 0 13 / fr-=-1-t-A~ • TDOOR POOL At center of planter 6'f' . NOTE: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ras "AS BUILT" D. M. LAMAR .Q1Jt. ~ B-14-08 RLA 1434 EXP_ 9-30-09 DAT€ R[:E~D!? ~ 4-. £:({A' -,.,:;--o"b INSPECTOR DA TE i--------1t--------t------------+---+-------lf----+---II SH;ET I CITY OF CARLSBAD ~i ;==::::::--====P:::::L::A::::NN:::/N::G:::::::D::'EP::::A:::R:::IM:::£::N::T====-'=~==~ LANDSCAPE PLANS FOR: HAMPTON INN IR'R'IGA nDN PLAN 0 2D' 4D' 60' 1 t-~D~A~IT:c-t-c:,N~ITI~A~L--+"""-L------------------l--,□~A~IT=-+l~N~ITI-A-L+-□-A-T-E-!-IN-1-Tl-~-I DWN BY: t.lDA CHKD BY: DML RVWD BY: 03074 ENGINEER OF WORK REVSION DESCRIPTION O~ER APPROVAL CITY APPROVAL PROJECT NO. CUP 04-22 DRAWING NO. 4329L -..c :1 w. !I w. Cl) w z ...J. ~, ~ I ., POINT OF CONNECTION : 'C' STUB OFF OF THE /" WATER SUPPLY O THE DRINKING FOUNTAIN. -SEE CIVIL PLAN FOR LOCA T/ON. INSTALL A 1 " FEBCO 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE. INSTALL IN PLANTER AREAS AWAY FROM PEDESmJAN TRAFFIC. 1• MASTER VALVE/ PRESSURE REGULATOR TO BE SET O 85 PSI COORDINATE THESE LOCATIONS WITH OWNER/ DEVELOPER. COURTYARD TO BE INSTALLED AS POTABLE WITH OUT PURPLE EQU/PTMENT. MATCHLINE -SEE SHEET 2 ..L. s 18' ~ Mainline 6" fram back ot curb - @ 12· s •acli O C rb El 7 s 67' Mainline 6" from back of curo 2 " s 18 () 4' 17' s s PRESSURE LOSS CALCULATIONS HGL 550 (RESERVOIR) VALVE# B110 PAD ELEV ATJON 300.3 GPM 28 I 1/2" W /ff HR METER 1.6 SERVJCE LINE 0.2 GATE VALVES 1.2 BACKFLOW PREVENTER 12.0 MASTER VALVE 2.0 VALVE 2.9 MAINLINE 21/2" LOOP 1710' 2.23 LATERAL LINE & FITTINGS 4.2 TOTAL PRESSURE LOSS 26.33 10 % RF:SIDUAL PRESSURE REQl)IRED 2,6 HEAJJ OPERATING PRESSURE 30 DESIGN PRESSURE REQU.lRHIJ 58.9, AVAILABLE PRESSURE (P.O.C.) 108.12 RESIDUAL PRESSURE REMAINING +49.19 SET PRESSURE REGULATOR@ 85 PSI 21-1:1 8 s <3 PSI PSI PSI s I I • I ,J ,ck_ I I Main ne 6" from back Qf C rtJ • <3 s E3 MATCHLINE -SEE SHEET 2 9C .:;_ BC 300.85 FS Mo;nllne 6" from back of sidewalk Mainline 6" from back ot curb :-& --1.i,,,.-,lr/ainline 6 • H-----11 frQm back at curb l■---tlc-~ainline " I+---fram back of curb NOTE Mainline from 511 behind curb to curb ENTIRE AREA OF INNER COURTYARD IS POTABLE WATER AREA. NO RECYCLED WATER IS IN COURTYARD. 2J' 7 1 s s s El s <;;;..£wt PROPOSED 3 STORY HOTEL HOMEWOOD SUfTES AREA: 104,500 SO. FT. 0 LOT1 2.74AC PAD-300.3 FF-301.0 OUTDOOR POOL DRINKING FOUNTAIN, SINK, & OUTDOOR FOOD AREA IV ~l.a:::::9!c:,l;:=:!1::=cll1-s:;,Con troll er mounted 1_rt Stubbed off to back of wall 1 • supply line at wall 2•,,' 2 iJ :2 1 , 7 s <l s s s E3 s <3 s '=I 'wi..--, 9 15 · · e 15• ~u/'gfk s s I I I I I I (") . ..... w w J: en I I I I I I I w w en w z MATCHLINE -SEE SHEET 3 w > -"' Q ::,, I ~I Cl! <[ >- • SHEET INDEX NTS PALOMAR AIRPORT ROAD MILLENNIUM DESIGN ASSOCIATES, INC. LANDSCAPE ARCHITECTS 23276 SOUTH P□INTE DRIVE, SUITE 215 LAGUNA HILLS, CALIFORNIA 92653-1434 CALIFORNIA LICENSE M 1434 NEVADA LICENSE M 256 (949) 457-1189 FAX (949) 457-1160 " SCALE: 1 "= 20' 0 20· 40' 03074 60 . DATE NOTE: IRRIGATION LEGEND SYMBOL MF'U. MODELNO. DESCRIP'ION RAD. GPM PSI di □ • • @ (I (J @ cb 0 @ 0 [I ■ + T (i) ~ ~ (i) ,i, V @ H <D @ Q) @ ~ @ TORO 570 Z-PRX-12P'--CUM-5Q -r-iP' QUARTER SPRAY Hl:iAD ,. .IO 30 TORO 570 Z-PRX-12P-COM-:5H -KP HALF SPRAY HEAD 5' .20 30 TORO 570 Z-PRX-l2P-COM-8Q -NP QUARTER SPRAY HEAD 8' .25 30 TORO 570 Z-PRX-12P'-COM-8H -NP HALF SPRAY HEAD 8' .50 30 TORO 570 Z-PRX-12P'-COM-8F -KP FULL SPRAY HEAD 8' 1.0 30 TORO 570 Z--PRX-l2P-COM-12Q-KP QUARTER SPRAY HEAD 12' .50 30 TORO 570 Z-PRX-12P-COM-12H -NP HALF SPRAY HEAD 12' 1.09 30 TORO 570 Z-PRX-12P-COM-12F -NP FULL SPRAY HEAD 12' 2.19 30 TORO 570 Z-PRX-12P-COM-15Q -NP QUAR1'R SPRAVHFAD 15' .85 30 TORO 570 Z-PRX-12P-COM-15H -NP HALF SPRAY HEAD 15' l.65 30 TORO 570 Z-PRX-12P-COM-ISF -NP FL"LL SPRAY HEAD 15' 3.60 30 TORO 5702-PRX-12P-COM-2SST-NP STRIP SPRAY HF.AD 2:,o;• .09 30 TORO 570Z-PRX-l2P-COM-4EST-NP END SPRAY HEAD 4X15' .45 30 TORO 5702-PRX-12P--COM-4SST -NP STRIP SPRAY HEAD 4~0' .90 30 TORO 570 Z-PRX--6-P-COM-BQ -NP QUARTER SPRAY HEAD 8' .25 30 TORO 570 Z PRX 6PCOM 8H NP HALF SPRAY HEAD 8' .50 30 TORO 570 Z PRX ~p COM SF -NP FULL SPRAY HEAD 8' 1.0 30 TORO 570 Z-PRX-6P-COM-12Q -NP QUARTER SPRAY HEAD 12' .50 30 TORO 570 Z-PRX-6P-COM-12H -NP HALF SPRAY HEAD 12' 1.09 30 TORO .'570 Z-PRX-6P...COM-12F -NP FULL SPRAY HEAD 12' 2.19 30 TORO 570 Z-PRX-6P-COM-J5Q -NP QUARTER SPRAY HEAD IS' ·" 30 TORO 5701-PRX-6P-COM-1.'5H -NP HALF SPRAY HEAD 15' 1.65 30 TORO 170 Z-PRX--6P-COM-11F -NP FULL SPRAY HEAD 15' 3.6 30 TORO 570 Z-PRX-5P-SB-l-1SO-PC2 -NP STREAM BUBBlER 3' .21 30 570 Z-PRX-5P-SB-!JO-PC2 -KP (CONTRACTOR TO DECIDE IN FIELD WHICH BUBBLER TO INSTALL) RAINBIRD 5012-PL-PC-SAM-MPR-25Q -NP QUARTER ROTOR HEAD 23' RAINBIRD 5012-PL-PC-SAM-MPR-25H -NP HALF ROTOR HEAD 23' RAINBIRD 5000-S-PL-FC-SAM-MPR-25F -NP FULL ROTOR HEAD 23' RAINBIRD 5012-PL-PC-SAM-MPR-JOQ -NP QUARTER ROTOR HEAD 29' RAINBIRD S012-PL-PC-SAM-MPR-30H -NP HALF ROTOR HEAD 29' RAIKBIRD 5000-S-PL-FC-SAM-MPR-J0F -NP FULL ROTOR HEAD 29' CONTRACTOR MUST USE TORO 570 ADnJST ABLE ARC N07.7LF.S OR 570 V-1.'5 NOZZLES TO A VOID OVERSPRA Y AND INSURE FULL COVERAGE. INSTALL POP-UPS WITH IN lO'OF ALL PEDESTRIAN USE AREAS ( TURF ,PAVJNG, ETC.) INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRA,U,iAOE-. THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH Hr NOZZLES AS REQUIRED IN THE FIELD. ANY HEADS THE NEED A REDUCTION OF MORE 11IAN .'50o/a OF THE LISTED SPRAY PAITER.K WILL R.l::QLJRE 1URUPCDSCR.EENS. INSTALL ALL HEADS WITH THE MFG'S NON POTABLE PURPLE CAP. FOR POTABLE 33 DLRC QUICK COUPLER WITH LOCKING YEU.OW CAP. FOR RECYCLED -NELSON 7645 QUICK COUPLER. WITH LOCKING PURPLE CAP. NIBCO BRASS BALL VALVE (LINE SIZE) T-585-70 (3/4"-2") l T-580-70--66 (2-3/4"-3") 4" AND LARGER TOBEFEBCONRS SERIS GATEVALVB-LNESIZE. .74 1.44 2.78 1.03 2.15 4.24 IRlllTROL 700 SERIES ULTRA-FLOW REMOTE CONTROL VALVE WITH AN OMR-100 OMNI--REG- SIZES INDICATED CONTRACTOR TO COORDINATE VALVE LOCATIONS (OVER PARKING STRUCTIJRE) WITH PLUMBING PLANS WATER METER -REFER TO CIVIL PLAN FEB CO 825YA REDUCED PRESSURE BACKFLOW PREVENTER W/ 11/2" WYE-STRAINER -SEE DETAILS ( LOCATE IN A STRONG BOX SBBC-SS SMOOTH TOUCH STAINLESS ST.EHL ENCLOSURE. AU'T'OMATIC CONTROLLF.R J ,OCATION -SEE :."JOTE. ( SEE CONTROLLER NOTE FOR RAIN SENSOR). 2" GRISWOLD2230 (NORMALLY CLOSED )MASTER VALVE/PRESSUREREGUI.ATQR,_ INSTALL OOWNSTREAM FROM FLOW SENSOR. 25 25 25 25 " ,s DATA INDUSTRIAL FLOW SENSOR. l l/4" IDGH FLOW SHt,1-0FF-HFS-125 -SEE CON1ROLLER ~UfE. PROVIDE RELAYS NEEDED TO COMML'NITATE WITHTHECONrROLLER. {PURPLE) PVC SCH 40 LATERAL LINE-12" COVER IN PLANTING AREAS, 24" CUVliR UNDER PAVlNG. -S.lZ.l::S lNDlCATJ:iO. (PURPLE) MAINLINE -INSTALL 18" COVER IN PLANTING AREAS, 30'' COVER UNDER PA VINO - SIZES INDICA'IlID. (PURPLE) :Mainlines (pressurized) 1 Lf2 inch and smaller shall be Schedule 40 solvent-weld P.V.C .. (PURPLE) :Mainlines (pressurized) 2 inch through 3 inch shall be Class 315 solvent-weld P.V.C .• 11IE BUILDING FOOTING MAY REQUIRE THE IRRIGATION MAINLINE TO BE REROUTED TO AC.'COMIDATE FOR EXCESS CONC. HJUTlNUS. ( COOKDINA:I'b WlTH LANDSCAPb& PLUMBING AS-BUILT PLANS) RAINBIR.D XCZ-1 OO·COM REMOTE CONTROL ZONE KIT VALVE -SIZES INDICATED. DRIP SYSTEMS @CRJB WALL . -COORDINATE PLANTED CELL LOCATIONS AND QUANTITIES PER PLANTING PLAN. INSTALL RAINBIRD LD--06-(12 m 18) USE REQUIRED FITI1NGS AND MOL""NTING STAKES PER MFG. SPECIFICATIONS. SLEEVES SHALL BE AS FOLW'WS : ( PVC SCH 2 :& DIA. OF PIPE. ) L'"NDER VEHICLE PA VINO, INSTALL MAINS, WIRE & LATERALS IN SEP ERA TE PVC SCH. 80 SLEEVES W/ 30" COVER. 17NnER PEDF.SlltIAN PAVING, INSTALL MAINS & WIRE IN SEPERATE PVC SCH. 40 SLEEVES W/ 18" COVER L'NDER VEHICLE PAVING, IKSTALL LATERALS IN SEPER.ATE PVC SCH. 40 SLEEVES W/ 12" COVER . INDICATES STATION NUMBER INDICATES CONTROLLER INDICATES GPM INDICATES VALVE SIZE lllll1L '" ..a.. INDICATES RECYCLED WATER 'DO NOT DRINK' SIGN NOTE: • INSTALL POP-UPS WITH lN 10' OF ALL PEDESTIUAN USEAllEAS{'ruRF,PAV[N(J,ETC) • INSTALL CHECK VALVES AS NEEDED TO PR.EVENT LOW HEAD DRAINAGE 0. I.I. LAMAR RLA 1434 "AS BUILT" Qm/;;? EXP. 9-J0-09 APPROVED FOR PLANTING AND IRRIGATION ONLY, f/[=1 INCLUDING PRECISE LOCATION OF PLANTING AREAS. h.-t e:r,~-t- INSPECTOR 8-14-08 DATE "'\,i:.-c~ DATE I SH!ET I CITY OF CARLSBAD ~ PLANNING DEPARTI.IENT 4 LANDSCAPE PLANS FOR: HOMEWOOD SUITES If/RIGA T/ON PLAN APPROV~ ~/~A__· -r/;,/ot, ASSlc:rANT ,!LANNING ~. DIRECTOR DATE fi\ INITIAL OWN BY: hADA PROJECT NO. DRAWlNG NO. DATE INITIAL DATE INITIAL CHKD BY: DML EN GI NEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWO BY: CUP 04-22 4329L ~ .I > c,:, "' '-> 2'.s, ~r "" J, NOTE: INSTALL BACKFLOW PREVENTER AS REQ. BY LOCAL CODES AND HEAL TH DEPT. VERIFY LOCAL REOS. PROR TO INSTALLATION. REDUCED PRESSURE APPROVED VALVE BOX W PURPLE UO REMOTE CONTROL VALVE PVC SCH. 80 NIPPLE & UNION. APPROVED WATERPROOF CONNECTORS EXPANSION LOOP PVC SC.40 ELBOW BACKFLOW PREVENTER BALL VALVE (2) TOTAL BRASS NIPPLES ( 4" LENGTH) VERIFY W/ LOCAL CODES MIN. PVC MALE ADAPTER FINISH GRADE \ 1" fURF. AREAS 2'' SHRUB AREAS BRASS "y" STRAINER W/ 60 MESH ,---BRASS 90 ELL (TYP.) 12,. MAX. MONEL SCREEN & BRASS PLUG FROM P.O.C. ----------• ,,. ,. 11111111 12"X12"X1 2" CONCRETE-✓ THRUST BLOCK USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC OR METAL TO PVC MALE PIPE THREADS REDUCED PRESSURE B.F. FINISH GRADE HIGH POP-UP HEAD BRASS UNION (TYP.) PVC MAINLINE MOUNT AUTOMATIC CONTROLLER ON MOUNTING BRACKETS INSIDE APPROVED PROTECTIVE ENCLOSURE PVC SCH. BO NIPPLE, LENGTH /JS REQUIRED TYP, 1WO PLACES. PVC LATERAL LINE ANGLE TO SPECIFIED DEPTH W1TH 45-DEGREE ELBOWS SIZE _PER. [)RAWJN=G=S __ _ PRESSURE MAIN LINE NOTES: PVC SCH, 40 TEE OR ELBOW 18" MIN. _J BRICK, ONE AT EACH CORNER OF VALVE BOX CONTROL AND COMMON WIRES. TADE WIRES TO MAIN LINE. 1. INSTALL CONTROL AND VALVES MINIMUM 2' APART, 2' FROM STRUCTURES OR HARDSCAPE IN SHRUB AREAS. 2. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. 3. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES. 4. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN OIAMEER TO DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD REDUCE-BUSHING TO BRING PIPING DIAMETER TO RE~DTE CONTROL VALVE SIZE. REFER TO IRRIGATION CONSTRUCTION DOCUMENTS FOR PIPING SIZE. REMOTE CONTROL VALVE APPROVED VANDAL RESISTANT CONTROLLER ENCLOSURE CONCRETE FOOTING: INSTALL 3• MINIMUM ABOVE GRADE AND SLOPE CONCRETE AT 2% TO DRAIN REMOTE CONTROL VALVE WIRES: I ' ~11 l, I i' II I I i I 12" MIN, ON-OFF SWITCH FINISH GRADE AWG UF #14 SECURE WIRES TO CONTROL UNIT AT TERMINALS PROVIDED IN CONTROL UNT, EXTEND ONE COMMON WIRE TO ALL R.C.V.'S AND ONE CONTROL WIRE TO EACH R.C.V. (TYPICAL) COMMON WIRE SHALL BE TIED INSIDE PROTECTIVE ENCLOSURE WHEN REQUIRED. '11=11 ITT LATERAL LINE, SIZE PER DRAWINGS PVC SC. 40 STREET ELBOW NOTES: PVC SCH. 80 NIPPLE, SIZE AND LENGTH AS REQUIRED TYPICAL TWO PLACES PVC SCH. 40 ELBOW PVC TEE (SXSXT) OR ELBOW PVC SC. 40 STREET ELBOW I. LOCATE HEADS 6" FROM SIDE WALK, CURB ETC. 2. INSTALL HEADS FLUSH WITH TOP OF HAROSCAPE AT INTERSECTIONS AND CORNERS. 3. USE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD. 4. WHERE NOTED CHECK VALVE SHALL BE INSTALLED UNDER HEAD USING SCHEDULE 80 NIPPLE. HIGH POP-UP HFAD APPROVED VALVE BOX W/PURPLE LID 1/2" STAINLESS STEEL HOSE CLAMP. 3 REQUIRED FINISH GRADE llil:l!lt"-'. ~ 00 0 "r/0 PEA GRAVEL. o Co 2 CUBIC FEET MIN. BRASS 90 DEGREE ELL QUICK COUPLING VALVE. TOP OF VALVE SHALL BE 2" BELOW VALVE BOX COVER 1" IN TURF AREAS 2" IN SHRUB AREAS BRASS OR COPPER NIPPLE LENGTH AS REQUIRED BRICK SUPPORTS (THREE REQUIRED) PRESSURE SUPPLY LINE BRASS 90 DEGREE STREET ELL i PRESSURE LINE FITTING BRASS 9D DEGREE STREET ELL #4 REBAR STAKE 36" LONG NOTE: • PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX BRASS OR COPPER NIPPLE LENGTH AS REQUIRED ' 8" MIN. ~ SCH 80 PVC NIPPLE 1/2" BY 5-FOOT MIN. COPPER GROUND ROD. ELECTRICAL CONDUIT TO SOURCE CONTROL UNIT REQUIREMENTS 120 V., 60 Hz, 2 AMP. MAX. NOTES: 6" MINI. NOTE: ALL PVC PIPE ABOVE GRADE SHALL BE ULTRAVIOLET RESISTANT BROWN PIPE CONDUIT AND IRRIGATION INTERCONNECT WHEN REQUIRED PVC SWEEP ELBOW SIZE AS REQUIRED NOTE: (MINIMUM 4" LONG) SCH 80 PVC NIPPLE TYPICAL (2) PLACES MARLEX 90" STREET ELL ~ ANTI-DRAIN VALVE AS REQUIR· D -NON-PRESSURE :0 LATERAL FITTING NON-PRESSURE LATERAL Ll~E 1. COMMON WIRE TO BE WHITE AND CONTROL WIRES TO BE COLOR COOED. 2. NO SPLICES SHALL BE MADE BElWEEN CONTROLLER AND R.C.V .. 3. ALL WIRING , CONDUIT OR PLUMBING TO GO THROUGH BOTTOM OF CONCRETE FOOTING. 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, AND EDGES OF LAWN. 4. AFTER ESTABLISHMENT OF ALL PLANT MATERIAL CONTROLLER SHALL BE PROGRAMMED TO IRRIGATE SOLELY DURING NIGHTTIME (TYPICAL) 2. USE TEFLON TAPE ON ALL MALE THREADS. AUTOMATIC CONTROLLER WALL EDGE i..-...---------~~-NOTE: FIXED RISERS ALLOWED i---12" MIN. 1 1 2" OR 1 8" 1 2" ONLY AGA1NST BUILDINGS WALLS, FENCES, ETC. SHRUB SPRAY HEAD SCH 80 PVC NIPPLE THREADED BOTH ENDS FINISH GRADE PVC STREET ELL MARLEX STREET ELL PVC LAT. LINE POP-UP ROTOR APPROVED VALVE BOX SIZE AS REQUIRED W PURPLE LID BRASS OR COPPER NIPPLE & UNION PVC MALE ADAPTER TYP. 2 (lWD) PLACES FINISH GRADE 12" MAX. BRICK, ONE AT EACH CORNER OF VALVE BOX PRESSURE MAIN LINE ANGLE TO SPECIFIED DEPTH WITH 45-0F"GREE ELBOWS, SIZE PER DRAWINGS. NOTES: MASTER VALVE VALVE APPROVED WATERPROOF CONNECTORS EXPANSION LOOP 1" IN TURF AREAS 2" IN SHRUB AREAS PEA GRAVEL (MIN. J CU, FT.) CONTROL AND COMMON WIRES. TAPE WIRES TO MAIN LINE 1, PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. 2. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES. .3. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD RWUCE-BUSHING TO BRING PIPING DIAMETER TO VALVE SIZE 4. MASTER VALVES 4" AND LARGER TO BE PROVlDED WITH FLANGED CONNECTIONS IN LIEU OF UNIONS. • QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. QUICK COUPLING VALVE SPRAY HFAD ON RISER MASTER VALVE FINISH GRADE LATERAL LINE, SIZE PER DRAWINGS PVC SC. 40 STREET ELBOW NOTES: POP-UP HEAD W / PURPLE CAP PVC SCH. 80 NIPPLE, SIZE AND LENGTH AS REQUIRED TYPICAL TWO PLACES 12• MIN, PVC TEE (SXSXT) OR ELBOW PVC SCH. 40 ELBOW PVC SC. 40 STREET ELBOW 1. LOCATE HEADS 6" FROM SIDE WALK, CURB ETC. 2. INSTALL HEADS FLUSH WITH TOP OF HARDSCAPE AT INTERSECTIONS AND CORNERS. 3. USE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD. 4. WHERE NOTED CHECK VALVE SHALL BE !~STALLED UNDER HEAD USING SCHEDULE 80 NIPPLE. POP-UP SPRINKLER HEAD l:l "' NOTES: L-HARDSCAPING(SEE NOTE 4) 11 l{TT= /',;7"'"7'1,bljTJ".L CLEAN BACKFILL -SEE SPECS. FOR MATERIAL. 90% COMPACTION REQUIRED PROVIDE 6" MIN, OF SANO BEDDING AND SHADDING ,. SLEEVES FOR MAIN & WIRFS UNDER PEDESTRIAN PAVING -PVC SCH 40 w/1s· COVER. 2. SLEEVES ~OR LATERALS UNDER PEDESTRIAN PAVING -PVC SCH 4-0 W/12" COVER. 3. EXTEND AU. SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 4. ROUTE SLEEVING AROUN? HANDICAP RAMPS, 5. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS INSTALL IN SEPARATE MAIN, WIRE AND LATERAL PVC SCH 80 SLEEVES W/30" COVER, TYPICAL SLEEVING NOTE: 0 ~---WHITE ~--BLUE RED BLACK EPOXY FILLED WA TERP ROOF CONNECTOR OR EQUAL IRRIGATIO~ CONTROLLER PLASTIC VALVE BOX (CARSON 00 EQUAL) WITH PLASTIC INTEGRATED LOCKING LIO. PLACE. AT GRADE IN TURF AREAS AND J" ABOVE JN PLANT BED. PIG TAIL EXPANSION LOOP (MIN.24" LONG) RED BLACK WATERPROOF ALL WIRE CONNECTIONS FLOW MHER DIAMETER SAME SIZE AS n.ow METER SIZE DIAMETER SA.ME SIZE AS FLOW M£TER SIZE PIG TAIL EXPANSION LOOP (MIN.24" LONG) MASTER CONTROL VAi.VE MINIMUM DISTANCE DOWNSTREAM OF UNINTERRUPTED PIPE (sx DIAMETER OF FLOW METER SIZE) MINIMUM DISTANCE UPSTREAt.-1 OF UNINTERRUPTED PIPE (IOX DIAMETER OF FLOW METER SIZE) FLOW METER ~-------BACKFILL TRENCH PER SPECIFICATIONS "",--MAINLINE PIPE-----I I ----a, I ~ UNDISTURBED SOIL---~1 45 DEGREE ELL 90 DEGREE ELL r:y.\f :/:.'~} ~,_ ____ CONCRETE THRUST BLOCK, lYPICAL , r UNDISTURBED S~IL I==== BACKFILL TRENCH 90 DEGREE ELL SECTION VIEW~ N.T.S. PER SPECIFICATIONS NOTES: ALL CONCRETE USED IN THRUST BLOCKS SHALL BE 47Q.C-200D. SUPPLY LINES 2 1/2" IN DIAMETER AND LARGER SHALL RECENE CONCRETE THRUST BLOCKING. BELL AND GASKET PIPE MAY USE PIPE RESTRAINT SYSTEMS. THRUST BLOCKS SHALL BE A MINIMUM OF 1 CUBIC FT. OF CONCRETE. PIPE SHALL NOT BE ENCASED IN CONCRETE. ALL MAINLINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE MANUFACTURER'S INSTALLATION SPECIFICATIONS. ' ALL TRENCH DEPTH AND WIDTH SHALL BE PER THE SPECIFICATIONS. WRAP PLASTIC FITTINGS IN CONTACT WITH CONCRETE USING BLACK PIPE TAPE. THRUST BLOCKS RC£ "AS BUILT" [XP, DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, REVIEWED BY: MILLENNIUM DESIGN ASSOCIATES, INC. LANDSCAPE ARCHITECTS 23276 SOUTH PDINTE DRIVE, SUITE 215 LAGUNA HILLS, CALIFORNIA 92653-1434 CALIFORNIA LICENSE ij 1434 NEVADA LICENSE ij 256 (949) 457-1189 FAX (949) 457-1160 2-8-01 01049 INCLUDING PRECISE LOCATION OF PLANTING AREAS. INSPECTOR DAT[ I SH~ET I CITY OF ~ CARLSBAD PLANNING DEPARTMENT 4 LANDSCAPE PLANS FOR: LANDSCAPE DETAILS ~ APPROVED /~~ / 2--Z.'-I«> ASSISTANT PLANNING DIRECTOR DATE /1\ DATE INITIAL DWN BY: MDA PROJECT NO. DRAWING NO, DATE INITIAL OATE INITIAL CHKO BY: DML ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROV~L CITY APPROVAL RVWD BY: CUP 04-22 4329L - 12" 12" 12" PLAN VIEW 2 ~ 12" LEGEND -USE CARSON VALVF. BOXES. 1. 10" DIAMETER CIRCULAR VALVE BOX. 2. EDGE OF LAWN, WALK, FENCE, CURB, ETC. 3. 14" x 19" RECTANGULAR VALVE BOX. 4. 20" , 30" RECTANGULAR VALVE BOX. NOTES A. CENTER VALVE BOX OVER VALVF. TO FACILITATE SERVICING OF VALVE. B. SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN MULCH COVER OR GROUNDCOVER/SHRUB AREAS - SET FLUSH WITH FINISH GRADE IN TURF AREAS. C. SET VALVE BOX ANO VALVE ASSEMBLY IN GROUND- COVER/SHRUB AREA WHERE POSSIBLE -INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUND- COVER. D. SET VALVE BOXES PARALLEL TO ONE ANOTHER AND PERPENDICULAR TO EDGE. E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT THEIR DEFORMATION/COLLAPSE. VALVE BOX INSTALIATION ,------CONCR!'l'! ..+!AD!R ,-·:,l4 ~-... ~4-~,,...~.,......,. . '.•: ' .. · ,' ' ..,.,......,,.,.,..-,.,., ·, -,.~ ';SI. ' ,'t.,i ,:,·•A b, ---I --'•t;,.•,' . ;•ti-•:', --- ,.___-~ .::..==me - 1i11111111,,1J111j 6" IIIINISM GRAD!. I" ABOY! 'l'U~F. 2 " ABOYI!! e,,-+~ue A~!AS. CONCRETE MOWSTRIP TOP OF \.' ALL ... ' ,·al;' ' ~-.• '.. ___l_ ~RIJ□i~ALL--1 \.'ALL DR FENCE--~ SCRE\.' DR BOLT-AS CONDITIONS REQUIRE 10 GA, STAINLESS STEEL \.'IRE NOTE STAINLESS STL. I-I ASHER-AS CONDITIONS REQUIRE l-l □NDER TIE DR EQUAL-AS NEEDED PAINT BOLT DR SCREW TD MATCH SURFACE BEHIND VINE PIANTING STEP 1 f 4 STEP 2 STEP 4 8 1. SLIP BASE SOCKET OVER ENDS OF WIRES. 2. STRIP l'nRES APPROX. 3/8" FROM ENDS - Tl'nST TOGETHER. 3. PUT CRIMP SLEEVE OVER WIRE ENDS - CRIMP AND CUT OFF EXCESS WIRE. 4. APPLY SEALER TO OUTSIDE OF SEALING PLUG -FILL CAVITY WITH SEALER. 5. PULL BASE SOCKET OVER CRIMPED CON- NECTION AS FAR AS POSSIBLE. 6. PUSH SEALING PLUG INTO BASE SOCKET. 7. PUSH WIRES TO END OF BASE SOCKET TD ASSURE COMPLETE SEALING OF CONNECTION. 8. RAIN BIRD "SNAP-TITE" WIRE CONNECTOR OR APPROVED EQUAL. WIRE CONNECTOR SECTION y Q , }'• / J' : /. o /;7 .M. TABLETS SEE SPECS. 3" DEEP WALK-ON BARK MULCH BLANKET TILLED & AMENDED ' PLANTING BED PER SOIL TEST 11111 llill 11111 llill 11111 UJJ:t-NATURAL SUBGRADE rrm rrm rrm 11111-rrm GROUNDCOVER PLANTS SEE PLANTING PLANS FOR SPACING PLAN .. , 6" MIN. TO ~ARDSCAPE OR MOWSTRIP GROUNOCOVER PIANTING TOP OF R,QOTBALL TO EXTEND 2 ABOVE FINISH GRADE TURNBUCKLE (TYP.) TURF NATIVE BACKFILL WITH WIA~0fJ<i1x~~tl~R PLANT PIT TO BE 2 TIMES THE WIDTH OF ROOT BALL UNDISTURBED NATIVE SOIL. NOTES: 1. INSTALL GUYS HAND TAUT TO PREVENT DEFORMATION OF LIMBS. 2. WIRE SHALL IBE CLAMPED OR CRIMPED NOT TWISTED. Li;JOP HOSES TRUNK tHRr-1'~.l..~~TER c.d' (TYP.) T'fl¼ PLAN EW RUBBER HOSE OVER \'nRE AT POINT OF CONNECTION. GALV. STEEL CABLE SPACED EQUALLY AROUND TREE - COVER WITH 3/4" DIA. X 3' CLASS 200 WHITE PVC PIPE. "ARBOR GARD" OR EQUAL IN TURF AREAS. TIGHTLY COMPACTED 3" BERM TO FORM WATERING BASIN FOR RESIDENTIAL AND GROUND COVER INSTALLATIONS. 4" WOOD CHIP ULCH IN PLANTER. '-f ......... UCKBILI. EARTH ANCHOR 68-DTSJTOTAL SYSTEM R EQUAL TOP VIEW TREE GUYING lL 0 ...J I ...J f--<( Q_ f Wo □o X C>'. N ...J ...... <( ~z APPROVED VALVE BOX GATE VALVE FINISH GRADE 1" IN LAWN AREAS 2" PLANT! 12" MAX. z :::e • 0 I ,-.. BRASS DR COPPER NIPPLE & UNION PRESSURE MAIN LINE ANGLE TO SPECIFIED DEPTH WITH 45-DEGREE EI_BOWS, S17f PER DRAWINGS. BRICK SUPPORTS THREE REQU1REDl PVC t.jALE ADAPTOR TYP. TWO PlACES PEA GRAVEL (MIN. 2 CU.FT) NOTES: 1. GATE VALVES 2 1/2" AND LARG£R SHALi_ BE AWWA APPROVED AND HAVE A 2" SQUARE OPERATING NUT IN LIEU OF BRASS HANDWHEtL AND i:'l.ANGE CONNECTIONS IN LIEU OF UNIONS. 2. GATE VALVES 8" AND LARGER SHALL HAVE TRANSIT ADAPTERS. 3. Pl.ACE PEio. GRAVEL PRIOR TO INSTALLATION OF VALVE SOX 4. GATE VALVE SHALL BE INSlALLED lN SHRUB AREAS UNLESS OTHERWISE APPROVED BALL/GATE VALVE • "' I " o oO o Oo O O /_/'-=-=----c------ 0 0 0 QO Qo "(; PREVAILING WIND 00 0 0 (2) 2" DIA. x 10' LONG PINE LODGE POLE STAKES 1 /2" RUBBER HOSE WITI, 10 GAGE GALV. WIRE SECURED TO STAKES TEMPORARY WATERING BASIN Jllillmi>t-ROOTBALL 1\1-aeftrn"-ROUGHEN SIDES AND BOTTOM I c5'1<---~i'i' TABLETS -SEE SPECS -lllli .·, . TAMPED BACKF:LL lflll~llll] I 0 11~= Jm--nm 2 X l'nDTH OF ORIGINAL ROOTBALL TREE PIANTING -15 GAL./24" BOX 12" MIN, FINISH GRADE AS REQUIRED-i ---e.· MIN, I 18' MIN. NON PRESSURE TITITT::~ LATERAi. LINE CLEAN BACKFILL CONTROL WIRES MIN. 2" OF CLEAN EARTH PRESSURE SUPPLY LINE NOTES; 1. BELOW PAVED AR,AS A MINIMUM OF 6" LAYER OF CLEAN FILL SAND SHALL BE INSTALLED ABOVE AND BELOW PIPING, 2. PROVIDE MINIMUM COVER OF 24" ON PRESSURE SUPPLY LINES 3" AND LARGER. 3. WHEN USING RECLAIMED WATER , MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN POTABLE AND RECLAIMED PRESSURE LINES. WHERE LINES CROSS, PROVIDE PVC SLEEVE FOR POTABLE l lNE MINIMUM 1 a• EACH SIDE OF RECLAIMED WATER LINE TYPICAL TRENCHING 0 0 oO Oo 00 =-1 1/2" DEEP WATERING BASIN ~-BACKFILL MIX PER SOIL tEST FINISH GRADE -,,....--2X WIDTH OF ORIGINAL ROOTBALL SHRUB PIANTING NOTE: ROOTBALL • ,------------------PVC SCH 40 ELL .----------------PVC SCH 40 COUPLING .-------------30-INCH LINEAR LENGTH OF WIRE, COILED .-----------WATER PROOF CONNECTION (1 OF 2) ,----------10 TAG ,--------VALVE BOX WITH COVER: 24-INCH SIZE .-----PVC SCH 80 NIPPLE (CLOSE) --,-r-sr-+--+---+-~--+--7~-~----TOP OF MULCH -FINISH GRADE c____pvc SCH 80 UNION FOR SERVICING ASSEMBLY rn-----PVC SCH 40 MALE ADAPTER ilt--~LL._--j--'--7"---,----PVC MA:NLINE ~=f=~F:;:::::;,-1 ----.;:;:;;;;;;J===,=l<-----coNTROL ZONE KIT: RAIN BIRD -MODEi. XCZ-075 ~----------3.0-INCH MINIMUM DEPTH OF 3/ 4-INCH WASHED GRAVEL ~---------------PVC SCH BO NIPPLE (LENGTH AS REQUIRED, 1 OF 2) ~----------------PVC SCH 40 TEE OR ELL ~-----------------PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL XERIGATION CONTROL KIT "AS BUILT" RC[ ____ EXP. DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, REVIEWED BY: MILLENNIUM DESIGN ASSOCIATES, INC. LANDSCAPE ARCHITE.C'S 23276 SOUTH P □!NTE DRIVE, SUITE 215 LAGUNA HILLS, CALIFORNIA 92653-1434 CALIFORNIA LICENSE # 1434 NEVADA LICENSE # 256 (949) 457-1189 FAX (949) 457-1160 INCLUDING PRECISE LOCATION OF PLANTING AREAS. INSPECTOR OAT£ I SH~E1 CITY OF CARLSBAD ~ PLANNING DEPARTMENT 4 .. LANDSCAPE PLANS FOR: LANDSCAPE DETAILS ,.. APPROVED ~ ., • / et.(, ~'ft-1-c:6 i ' ASSISTANT PLANNING DIRECTOR DATE I /I\ CWN BY: MDA ____ ,,_ DATE INITIAL -i PROJECT NO. D9AWING NO. DATE INITIAL DATE IN!TIAL CHKD BY: DML ' REVISION DESCRIPTION i CJP 04-22 4329L ENGINEER OF WCRK 011-,ER APPROVAL CITY APPROVAL RVWD BY: i IRRIGATION SYSTEM I. SCOPE Provide all labor, materials, transportation, and services necessary to furnish and install irrigation system as shown on the drawings and described herein II. QUALITY ASSURANCE AND REQUIREMENTS A. Permits and Fees: The contractor shall obtain and pay for any and all permits and all inspections as required. B. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of articles used in this contract furnish directions covering points not shown in the drawings and specificalions. C. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations governing or relating to any portion of this work ere hereby incorporated into and made a part of these specifications, and their provisions shall be carried out by the contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations or requirements of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standards, or larger size than is required by the above rules and regulations, the provisions of these speciticatiortS and drawings shall take precedence. D. Explanation of Drawings: 1. Due lo the scale of drawings, It is not possible to indicate all offsets, iittings, sleeves, etc_ which may be required. The contractor shall carefully investigate the sb'uctural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, ate. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed_ The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting and architectural features. 2. The word Architect as used herein shall refer to the Owner's authorized representative. 3. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. 4. The contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered. Such obstructions or differences should be brought to the attention of the Owner's authorized representative. In the event lhis notification is not performed, the irrigation contractor shall assume full responsibility for any revision necessary. Ill. SUBMITTALS A. Material List: 1 The contractor shall furnish the articles, equipment, materials or processes specified by name in the drawings and specifications. No substitution will be allowed without prior written approval by the City Inspector & Ille Architect. 2 Complete material list shall be submitted prior to performing any work. Material list shall include the manufacturer, model number and description of all materials and equipment to be used. 3. Equipment or materials installed or furnished without prior approval of the Architect may be rejected and the contractor required lo remove sucn materials from the site at his own expense. 4. Approval of any item, alternate or substitute indicates only that the product or products apparently meet the requirements of the drawings and specifications on the basis of the information or samples submitted. 5. Manufacturer's warranties shall not relieve th& conlractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. 8. Record and As--Built Drawings: 1. The contractor shall provide and keep up to date a complete "as-builF record set of blue line ozalid prints which shall be corrected daily and show every change from the original drawings and specifications and the exact "as-built" locations, sizes, and kinds of equipment. Prints for this purpose may be obtained from the Architect at cosl. This set of drawings shall be kept on the site and shall be used only as a reoord set. 2. These drawings shall also serve as work progress sheets, and the contractor shall make neat and legible annotations thereon daily as the work proceeds, showing the work as actually installed. These drawings shall be available at all times for the inspection and shall be kept in a location designated by the Architect. 3. Before the date of the final inspection, the contractor shall transfer all information from the ~as-built" prints to an ozalid sepia, procured from the Architect. All work shall be neat, in inK and subject to the approval of the Archttect. 4. The contractor shall dimension from two (2) permanent points of reference, building comers, sidewalks, or road intersections, etc., the location of the following items: a. Connection to existing waler lines, meter, etc. b. Connection to existing electrical power. c. Gate velvas. d. Routing of sprinkler pressure lines (dimension maximum 100' along routing). e. Sprinkler oontrol valves. f. Routing of control wiring & electrical power to controller. g. Quick coupling valves. h. Olher related equipment as directed by the Architect. C. Controller Charts: 1 As-built drawings sha!I be approved by the Architect before controller charts are prepared. 2. Provide one controller chart for each controller supplied. 3. The chart shall show the area controlled !by the automatic controller and shall be the maximum size which the co11troller door will allow. 4. The chart is to be a reduced drawing of the actual as-built system. However, in the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced. 5. The chart shall be a black line or blue line ozal!d print and a different color shatl be used to indicate the area of coverage for each station. 6 When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece beirtg a minimum 10 mils. 7. These charts shall be completed and approved prior to final inspection of the irrigation system. D. Operation and Maintenance Manuals: 1 _ Prepare and deliver to the Architect wt thin ten calendar days prior lo completion of the construction, two hard cover binders with three rings containing the following information: a. Index sheet stating contractor's address and telephone number, list of equipment with name and addresses of local manufacturer's representatives. b. Calalog and parts sheets on every materiaf and equipment installed under this contract. c. Guarantee statement. d. Complete operating and maintenance instruction on all major equipment. 2. In addition to the above mentioned maintenance manuals, provide the Owner's maintenance personnel with instructions for major equipment and show evidence in writing to the Architect at the conclusion of the project that this service has been rendered. E. Equipment to be Furnished: 1. Supply as a part of this contract the following tools: a. Two (2) sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project. b. Two (2) five fool valve keys for operation of gate valves. c Two (2) keys for each automatic controller. d. Two (2) quick coupler keys and matching hose swivels for each type of quick coupling valve installed. 2. The above mentioned equipment shall be tu mad over to the Owner at the conclusion of the project. Before f1 nal i nspeclion can occur, evidence that the Owner has received material must be shown lo the Architect. IV. PRODUCT DELIVERY, STORAGE AND HANDLING A Handling of PVC Pipe and Fittings: The contractor is cautioned to exercise care in handling, kJading, unloading and storing of PVC pipe and fittings. All PVC pipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to subject it lo undue bending or concentrated external loan at any point. Any section of pipe that has been dented or damaged will be discarded and, if installed, shalt be replaced with new piping. V.GUARANTEE A. The guarantee for the sprinkler irrigation system shall be made in accordance wilh the attached form. The general conditions and supplementary conditions of these specifications shall be filed with the Owner or his representative prior to acceptance of the irrigation system. B. A copy of the guarantee form shall be included in the operations and maintenance manual. C. The guarantee form shall be re-lyped onto the contracto(s letterhead and contain the following information: GUARANTEE FOR SPRICKLER IRRIGATION SYSTEM We hereby guarantee that the sprinlder irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and urn1sual abuse or neglect exr.:epted. We agree to repair or replace any defects in material or workmanship which may develop during the period of one year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects al no additional cost to the Owner. We shall make such repairs or replacements within a reasonable time after receipt of written notice from the Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefor upon demand. PROJECT: ------------ LO CAT 10 N: _~===-----COMPANY: ________ _ SIGNED: ADDRESS: ----------PHONE: DATE OF ACCEPTANCE: ______ _ VI. MATERIALS A. General: Use onty new materials of brands and types noted on drawings, specified herein, or approved equals. B. PVC Pressure Main Line Pipe and Fittings: 1. Pressure main line piping for sizes 2" and larger, shall be PVC Class 315. 2. Pipe shall be made from an NSF approved Type I, Grade I, PVC compound conforming lo ASTM resin specification D1784. All pipe must meet requirements as set forth in Federal Specification PS-22-70, with an appropriate standard dimension (S.D.R.). (Solvent-weld Pipe). 3. Pressure main line piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with solvent welded joints. 4. Pipe shall be made from NSF approved Type I, Grade I PVC compound conforming to ASTM resin specification 1785. All pipe must meet requirements as set forth in Federal Specification PS-21-70. (Solvent-weld Pipe). 5. PVC solvent-weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming toASTM lest procedure D2466. 6. Solvent cement and primer for PVC solvent-weld pipe and fittings shall be of type and installation methods prescribed by the manufacturer. 7. All PVC pipe must bear the following markings: a. Manufacturer's name b. Nominal pipe size c. Schedule or class d. Pressure rating in P.S.I. e. NSF (National Sanitation Foundation)approval f. Date of extrusion 8. All fittings shall bear the manufacturer's name or trademark, material designation, size applicable I.P.S. schedule and NSF seal of approval. C. PVC Non-Pressure Lateral Line Piping: 1. Non-pressure buried lateral line piping shall be PVC Sch. 40 with solvent-weld joints. 2. Pipe shall be made from NSF approved, Type 1. Grade II PVC compound conforming to ASTM resin specification 01784. All pipe must meet requirements as set forth in Federal Specification PS-22-70, with an appropriate standard dimension ratio. 3. Except as noted in paragraph 1 and 2 of section 2.01 C, all requirements for non-pressure lateral line pipe and fittings shall be the same as for solvent-weld pressure main line pipe and fittings as set forth in section f2.018 of these specifications. D. Brass Pipe and Fittings: - 1. Where indicated on the drawings, use red brass screwed pipe conforming to Federal Specification #WW-P-351. 2. Fittings shall be red Orass conforming to Federal Specification #WW-P-460. 1. Wher,., · oil the drawings, use galvanized steel pipe ASA Schedule ·-e1 screwed pipe. OMIT 2. Fittings shall be medium galvanized scr 'malleable iron. Galvanized couplings may bt merchant coupling. 3. All aa .:~~ "'~~1~e an? fittings installed below grade shall be painted with tvKi, F. Gate Valves: 1. Gate Valves 3" and smaller shall be 125 lb_ SWP t>ronze gate valve with screw-in bonnet, nonrising stem and solid wedge disc. 2. Gate valves 3" and smaller shall have threaded ends and shall be equipped with a bronze handwheel. 3. Gate valves 3" and smaller shalt be similar to those manufactured by Nibco or approved equal 4. All gate valves shall be installed per installation detail. G. Quick Coupling Valves: 1. Quick coupling valves shalt have a brass two-piece body designed for working pressure of 150 P.S.I. operable with quick coupler. Key size and type shall be as shown on plans. H. Backflow Prevention Units: 1. Backflow preventers arid/or vacuum breakers shall be of size and type as indicated on the drawings. All sprinkler irrigation systems shall require backflow prevention. All backflow prevention units shall be installed in accordance with the requirements set forth by local codes and CMWD Std. Dwg. W-20. 2. All pressure main line piping receiving water from the "reclaimed waterH system shall be of an approved type of purple pipe. Refer to reclaimed water notes for additional information. I. Anti~Drain Valves: 1. Anti-drain valves shall be of heavy duly virgin PVC construction with F.1.P. thread inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve shall be field adjustable against drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to the Valccn "ADV" or approved equal. J. Control Wiring: 1. Connections between the automatic controllers and the electric control valves shall be made with direct burial copper wire AWG-U.F. 600 volt. Pilot wires shall be a different color wire for each automatic controller. Common wires shall be white with a different color stripe for each automatic controller_ Install in accordance with valve manufacturer's specification and wire chart. In no case shall wire size be lass than #14. 2. Wiring shall occupy the same trench and stlall be installed along the same route as pressure supply or lateral lines wherever possible. 3. Where more than one (1) wire is placed in a trench, the wiring shall be taped together at intervals of ten (10) feel. 4. An expansion curl should be provided within three {3) feet of each wire connection and at least every one hundred {100) feet of wire length on runs more than one hundred (100) feet in length. Expansion curls shall be formed by wrapping at least five (5) tums of wire around a one-inch in diameter pipe then withdrawing the pipe. 5. All splices shall be made with Scotch-Lok #3576 Cormector Sealing Packs, Pen-Tite wire connector, or approved equal. Use on splice per connector sealing pack. 6. Fietd splices between the automatic controller and electrical control valves will not be allowed without prior approval of the Architect. K. Automatic Controllers: 1. Automatic controllers shall be of size and type shown on the plans. 2. Final location of automatic controllers shall be approved by lhe Owner's authorized representative. 3. Unless other.vise noted on the plans, the 120v volt electrical power to the automatic controller locatiorn lo ba furnished by others. The final electrical hook-up shall be the responsibility of the irrigation contractor. L. Electric Control Valves: 1. All electric control valves shall be the same manufacturer as the automatic controllers, or per plan. 2. All electric control valves shall have a manual flow adjustment. 3. Provide and install one control valve box for each electric control valve. M. Control Valve Boxes: 1. Use 9" x 24" round box for all gate valves, Brooks #9 or approved equal. 2. Use 9-1/2!' x 16" x 11 » rectangular box for all electrical control valves, Carson Industries 1419-12B or approved equal. N. Sprinkler Heads: 1. Ail sprinkler heads shall be of the same size, type and deliver the same rate of precipitation with diameter (or radius) of throw, pressure, and discharge as shown on the plants and/or specified in these special provisions_ 2. Spray haads shall have a screw adjustment. 3. Riser units shall be fabricated in accordance with the details shown on the plans. 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body. 5. A!I sprinkler heads of the same type shall be of the same manufacturer. VII. INSPECTION A. Site Conditions: 1. Al! scaled dimensions are approximate. The contractor shall check and verify all size dimensions and receive City Inspector's & Architect's approval prior to proceeding with work under this section. 2. Exercise extreme care in excavating and working near existing utilities,. Contractor shall be responsible for damages to utilitias which are cause by his operations or neglect. Check existing utilities drawings for existing utility locations. 3. Coordinate installation of sprinkler irrigation materials, including pipe, so there shall be NO interference with utilities or other construction or difficulty in planting trees, shrubs, and ground covers_ 4. The contractor shall carefully check all grades lo satisfy himself that he may safely proceed before starting work on the sprinkler irrigation system. VIII. PREPARATION A. Physical Layout: 1. Prior to installation. the contractor shall stake out all pressure supply lines, routing arld location of sprinkler heads. 2. All layout shall be approved by Architect prior to installatioo. B. Water Supply: 1. Sprinkler irrigation system shall be connected to water supply point of connection as indicated on the drawings. 2. Connections shall be made at approximate locations as shown on drawings. Contractor is responsible for minor changes caused by actual site conditions. C. Electrical Supply: 1. Electrical connections for automatic controller shall be made to electrical ~ints of connection as indicated on the drawings,. 2. Connections shall be made at approximate locations as shown on drawings. Contractor is responsible for minor changes caused by actual site conditions. IX. INSTALLATION A. Trenching: 1. Dig trenches straight and support pipe continuously on bottom of b'ench. Lay pipe to an even grade. Trenching excavation shall follow layout indicated on drawings and as noted. 2. Provide for a minimum of eighteen (18) inches cover for all pressure supply lines. 3. Provide for a minimum cover of twelve (12) inches for all non-pressure lines. 4. Provide for a minimum cover of eighteen (18) inches for all control wiring. B, Backfilling: 1. The trenches shall not be back.filled until all required tests are approved by City Inspector. Trenches shall be carefully oackftlled with the excavated materials approved for backfilling, consisling of earth, loam, sandy clay, sand, or other approved materials, free from clods of E""..arth or stones. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent undisturbed soil in planling areas. Backfill will confonn to adjacent grades without dips, sunken areas, humps or other surface I rregularlties. 2_ A fine granular material backfill will be inilially placed on all lines. No foreign matter larger than one-half (1/2) inch in size will be permitted in the initial backfill. OMIT3. Flee8iflg ef tFeflehee A1ill ea 13ermiUe~ BAly with a"pre,el ef the Arehitaet. 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn or planting, or olher construction area Is necessary, the contractor shall make all required adjuslments without cost to the Owner. C. Trenching and Backfill Under Paving: 1. Trenches located under areas where paving, asphaltic concrete or concrete will be installed shall be backfilled with sand (a layer six (6) inches below the pipe and three (3) inches above the pipe) and compacted in layers to 95% compaction, using manual or mechanical tamping devices. Trenches for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil And shall be left in a firm unyielding condition. All trenches shall be left flush with the adjoining grade. The sprinkler irrigation contractor shall set in place, cap and pressure test all piping under paving prior to the paving work. 2. Generally, piping under existing walks is done by jacking, boring or hydraulic driving, but where any cutting or breaking of sidewalks and/or concrete is necessary, it shall be done and replaced by the contractor as part of the contract cost. Permission to cut or break sidewalks and/or concrete shall be obtained from the Architect. No hydraulic driving will be permitted under concrete paving. D. AssemOlies: 1. Routing of sprinkler irrigation lines as indicated on the drawings is diagrammatic. Install lines (and various assemblies) in such a manner as to conform with the details per plans. 2. Install NO multiple assemblies on plastic lines. Provide each assembly with its own outlet. 3. Install all assemblies specified herein in accordance with respective detail_ In absence of data.ii drawings or specifications pertaining to specific items required to complete work, perform such work in accordance with best standard practice with prior approval of Architect 4. PVC pipe and fittings shall be lhoroughly cleaned of dirt, dust and moisture before installation. Installation and solvent welding methods shall be as recommended by the pipe and fitting manufacturer. 5. On PVC lo metal connections, the contractor shall work the metal connections first. Teflon tape or approved equal shall be used on all threaded PVC to PVC, and on all threaded PVC to metal joints. Light wrench pressure is all that is required,. Where threaded PVC connections are required, use threaded PVC adapters into which the pipe may be welded. E. Une Clearance: All lines shall have a minimum clearance of six (6) inches from each other and from lines of other trades. Parallel lines shall not be installed direcHy over one another. F. Automatic Controller: Install as per manufacturer's instructions. Remote control valves shall be connected lo controller in numerical sequence as shown on the drawings. G. High Voltage Wiring for Automatic Controller 1. 120 volt power connection to the automatic controller shall be provided by the irrigation contractor. 2. All electrical work shall conform to local codes, ordinances, and union authorities having jurisdiction. H. Remote Control Valves: Install where shown on drawings and details. When grouped together, allow at least lwelve (12) inches between valves. Install each remote control valve in a separate valve box. The irrigation controller letter and the valve station number shall be placed on a plastic identity tag and attached to the valve wires. The valve box shall be branded on the cover with the same information. I. Flushing of System: 1. After all new sprinkler pipe lines and risers are in place and connected. All necessary diversion work has been completed, and prior to installation of sprinkler heads, the control valves shall be opened and a full head of water used to flush out the system. 2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of the Archilect. J. Sprinkler Heads: 1. Install Iha sprinkler heads as designated on the drawings. Sprinkler heads to be installed in this work shell be equivalent in all respects to those itemized. 2. Spacing of heads shall not exceed the maximum indicated on the drawings. tn no case shall lhe spacing exceed the maximum recommended by the manufacturer. MILLENNIUM DESIGN ASSOCIATES, INC. LANDSCAF'E ARCHITECTS 23276 SOUTH POINTE DRIVE, SUITE 215 LAGUNA HILLS, CALIFORNIA 92653-1434 CALIFORNIA LICENSE # 1434 NEVADA LICENSE # 256 (949) 457-1189 FAX (949) 457-1160 01049 X. TEMPORARY REPAIRS The Owner reserves the right to make temporary repairs as necessary to keep the sprinkler system equipment in operating condition. The exercise of this right by the Builder-Developer shall not relieve the contractor of his responsibilities under the terms of the guarantee as herein specified. XI EXISTING TREES Where it is necessary to excavate adjacent to existing trees, the contractor shall use all possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots occur shall be done by hand. All roots two {2) inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts thorough. Roots one (1) inch and targer in diameter shall be painted with two coats of Tree Seal, or equal. Trenches adjacent to trees should be closed within twenty-four (24) hours; and where this is not possible, the side of the trench adjacent to the tree shall be kepi shaded wilh burlap or canvas_ XII. FIELD QUALITY CONTROL A. Adjustment of the System: 1. The contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks, roadways, and buildings as much as possible. 2 It is determined that adjustments in the irrigation equipment will provide proper and more adequate cover, lhe contractor shall make such adjustments prior to planting. Adjustments may also include changes in nozzle siz:es and degrees of ere as required. 3. Lowering raised sprinkler heads by the conlractor shall be accomplished within len (10) days after notification by Owner 4. All sprinkler heads shall be set perpendicular to finished grades unless othe,wise designated on the plans. B. Testing of Irrigation system: 1. The contractor shall request the presence of the City lnspecor & Architect in writing at least 72 hours in advance of testing. 2. Test all pressure lines under hydrostatic pressure of 150 lbs. per square inch, and prove watertight. Note: Testing of pressure main lines shall occur prior to installation of electrlc conb'ol valves. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 lbs. per square inch, and proved watertight, prior to paving. 4. Sustain pressure in lines for not less than four (4) hours. If leaks develop, replace joints and repeat test until entire system is proven watertight. 5_ All hydrostatic tests shall be made only in the presence of lhe City Inspector & Architect. No pipe shall be backfilled unlil it has been inspected, tested and approved in writing. 6. Furnish necessary force pump and all other tast equipment. 7. When the sprinkler irrigation system is completed, perform a ooverage test In the presence of the Architect to detennine if the water coverage for planting areas is complete and adequate Furnish all materials and perform all work required lo correct any inadequacies of coverage due to deviations from plans, or where he system has been willfully installed as indicated on lhe drawings when it is obviously inadequate, without bringing this to the attention of the Architect. This test shall be accomplished before any ground cover is planted. 8. Upon completion of each phase of work, entire system shall be tested and adjusted to meet site requirements. XIII. MAINTENANCE A. The entire sprinkler irrigation system shall be under full automatic operation for a period of seven (7) days prior to any planting. B. The Architect reserves the right lo waive or shorten the operation period. XIV. CLEAN-UP Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed or washed down, and any damage sustained on the work of others shall be repaired to original conditions. XV. FINAL INSPECTION PRIOR TO ACCEPTANCE A. The contractor sha!I operate each system in its entirety for the Architect at time of final Inspection. Any items deemed not acceptable by the inspector shall be reworked to the complete satisfaction of the Architect. B. The contractor shall show evidence to the Architect that the Owner has received all accessories, charts, record drawings, and equipment as required before final inspection can occur. XVI. FINAL INSPECTION SCHEDULE A. Contractor shall be responsible for notifying the City Inspector & Architect in advance for the following inspections, according to the time indicated: 1. Pre-job Conference-7 days 2. Pressure supply iine installation and tasting -n hours 3. Automatic controller installation -72 hours 4. Control wire installation -72 hours 5. Lateral line and sprinkler installation -72 hours 6. Coverage test -72 hours 7. Final inspection-7 days B. When inspections have been conducted by other than the Architect show evidence of when and by whom these inspections were made. C. No inspection will commence without as-built drawings. In the event the contractor calls for an inspection without as-built drawings, without completing previously noted corrections, or without preparing the system for Inspection, he shall be responsible for reimbursing the Architect at the rate of $150.00 per hour portal to portal {plus transportation costs} for the inconvenience. No further inspections will be scheduled until this charge has been paid. NOTE: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RC[ __ _ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE I I SH~ET I CITY OF CARLSBAD 1----t---f-,_ --------------------t------t-----t----t------1 PLANNING DEPARTMENT I----H----+----------------1----+--+---t-----1 i i /1\ DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL I DATE CITY APPROVAL LANDSCAPE PLANS FOR: /RR/GA TION SPECIF/CA T/ONS APPROVED I V ---'-"-'""""''""''-'--'/"-----'""() .,..__, ____ 2:2{/-0C, ASSISTANT PLANNING DIRECTO" DATE DWN BY: MDA CHKJ BY: DML RVWD BY: PROJECT NO, CUP 04-22 DRAWING NO. 4329L .... i' 0 0 cP 0 I I I I I ~ I -I I I r EX. 16" ACP PER DWG. J2J-J PALOMAR AIRPORT ROAD ------------------------------------------------------------------------------------------+--------·- -----------------------------------------------------------------------------------------·----------- ,+D+'-□ -7------------------------ a ABUTT. R['S RIGHT OP ING [SS/[GR[SS INTO P LOMAR AIRPORT R AD AS SHOWN AND D DICATED ON PARC£ MAP 14115 ---~ HA VE EEN OED/CA TrO AN R[LINQUISH[O ANO Vl[O. EX BUILDING (6111 SO. FT.) /~ I Ll_ __ J RECIPROCAL PARKING 7 I I I i\( 9 lfF-,f. 1I ' ',/ ' ',/ ',/ ',/ MATCHLINE -SEE SHEET 10 '! 18 9C '-bo I J; . Oq -'s: C ===1-lf,J/--1 J /I----' A I • J-it'l?h::.;.c--JI) ===f:. I I C ===--j.l/tA~~'.._I 4-1" ' ~-"' ~c:P :I I I I PLANT LEGEND SYMBOL BOTANICAL NAME TREES COMMON NAME 0 0 0 Existing tree to remain in place Phoenix roebelenii Pigmy date palm Erythrina caffra Coral tree Phoenix dactylifera Date palm Podocarpus gracilior Fern pine fi)-Pyrus c. 'Bradfordii' Bradford pear @ Tristania conferta Brisbane box SIZE ',/ ----',/ ----',/ ----',/ ----',/ ----',/ ---'-.L ',/ ----',/ -~■ @ Platanus 'Bloodgood' London plane tree 0 .,... ii • LU I~ UJ ·z l:r! ~ ~ . ' ' --MATCHLINE" -SEE SHEET 10 ~~~ ~ c,: "' ;. I fi! I c,: <X >- SYEET INDEX NTS 0 Howia forsteriana Paradise palm Q Rhaphiolepis 'Majestic Beauty' Indian hawthorne 0 Photinia serrulata Photinia Q Ligustrum lucidum Glossy privot ~ Trachycarpus fortunei Windmill palm PALOMAR AIRPORT ROAD HOMEWOOD SUlTES MILLENNIUM DESIGN ASSOCIATES, INC. LANDSCAPE ARCHITECTS 23276 SOUTH POINTE DRIVE, SUITE 215 LAGUNA HILLS, CALIFORNIA 92653-1434 CALIFORNIA LICENSE # 1434 NEVADA LICENSE# 256 (949) 457-1189 FAX <949) 457-1160 0 " SCALE: 1 "~ 20' 20' 40' 03074 24" box 48" box (Multi-trunk) 9 20' brown trunk 24" box 24" box 24" box 24" box 15 gallon (Multi-trunk) 24" box 24" box 24" box Size noted on pl,;m is brown trunk height NOTE: .. T I I i __ L_ 11 ,-98.0 RW MATCHLINE -SEE SHEET 9 GROUND COVERS ~ ~ Indicates annual color from 4" pots planted at 6" on center triangularly spaced. Indicates Gazania leucoleana 'Yellow' planted from flats at 8" on center triangularly spaced Indicates area of existing sod -repair irrigation system and sod as needed Indicates Myoporum 'Putah Creek' planted from 1 gallon containers at 5' on center triangularly spaced and area planted with Gazania per above + + + + + + + + + + + + + + + + -t + ~ ~ MISC. Indicates artificial turf putting green by others Indicates Pachysandra t. 'Green Carpet' planted from flats at 6" on center triangularly spaced. Indicates Campanula poscharskyana planted from flats at 6" on center triangularly spaced. * All non-sod areas shall receive a 2" deep layer of 'Walk on bark' by Sequoia Forest Products * Both the Owne~s representative and the Landscape Architect shall approve plants, planting, etc. prior to installation * Contractor shall install a root barrier with all trees planted within 8' of paving, walls, utilities, etc. Root barriers are available from Deep Root Corp. at (800)458-7668 . * Contractor shall install an AG 9-4 ArborGard+ at the base of each tree located in a turf area -both new trees and existing trees. ArborGards available from Deep Root at (800)458-7668. * !CMl Indicates contractor shall install concrete mowstrip See detail sheet "AS RCE -EXP. BUILT" DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, REV![WED BY: INCLUDING PRECISE LOCATION OF PLANTING AREAS. INSPECTOR DATE I SH~ET I CITY OF CARLSBAD m PLANNING O[PARTMENT 4 LANDSCAPE PLANS FOR: HAMPTON INN TREE & GROUND COVER PLAN 0 APPROVEI v' ,/'fu 2-~-t:h 60 ASSISTANT PLANNING DIRECTOR DATE ' /1\ OWN BY: MDA PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: _DML ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CUP 04-22 4329L MATCHLINE -SEE SHEET 8 ---11!~,-"'°)' _.t's,.cz::::;:;:::z::,.---..... ,:;=t,cfec::t;;J!-zOiliWiiS , 71 :,, =tG~~~rti..,,,,~7i$c~~=ll=:!= : I "ll"'I 1---¥ =---.v Area to be cleaned of weeds, debris, etc Save established plants I and prune as necessaryl I I I I I I I I I I I I I I I s~l ------I llbt:m:1 I 12 -...... s~ ---s --3 PLANT LEG=-=E~N~□------- sYMsoL BOTANICAL NAME TREES COMMON NAME Existing tree to remain in place Phoenix roebelenii Pigmy date palm Erythrina caffra Coral tree Phoenix dactylifera Date palm Podocarpus gracilior Fern pine Q Pyrus c. 'Bradfordii' @ @ Platanus 'Bloodgood' Tristania conferta Bradford pear Brisbane box London plane tree 0 Howia forsteriana Paradise palm Q Rhaphiolepis 'Majestic Beauty' Indian hawthorne 0 Photinia serrulata Photinia ~ Q Ligustrum lucidum ~ Trachycarpus fortunei Glossy privot Windmill palm " I 1,/ s s s ----------- ...-Ea. MO 10 SIZE 24" box 48" box (Multi-trunk) 20' brown trunk 24" box 24" box 24" box 24" box 15 gallon (Multi-trunk) 24" box 24" box 24" box Size noted on plan is brown trunk height PALOMAR AIRPORT ROAD GROUND COVERS +++++ + + + + !+++++ t + + + + ~ ~ MISC. Indicates annual color from 4" pots planted at 6" on center triangularly spaced. Indicates Gazania leucoleana 'Yellow' planted from flats at 8" on center triangularly spaced Indicates area of existing sod -repair irrigation system and sod as needed Indicates Myoporum 'Putah Creek' planted from 1 gallon containers at 5' on center triangularly spaced and area planted with Gazania per above Indicates artificial turf putting green by others Indicates Pachysandra t. 'Green Carpet' planted from flats at 6" on center triangularly spaced. Indicates Campanula poscharskyana planted from flats at 6" on center triangularly spaced. • All non-sod areas shall receive a 2" deep layer of 'Walk on bark' by Sequoia Forest Products • Both the Owner's representative and the Landscape Architect shall approve plants, planting, etc. prior to installation * Contractor shall install a root barrier with all trees planted within 8' of paving, walls, utilities, etc. Root barriers are available from Deep Root Corp. at (800)458-7668. • Contractor shall install an AG 9-4 ArborGard+ at the base of each tree located in a turf area -both new trees and existing trees. ArborGards available from Deep Root at (800)458-7668. • CM) Indicates contractor shall install concrete mowstrip ~ detail sheet ,: I -(/) • ) ·6'.s , ~ I (/) I "' ~ I(/) I (/) I -(/) I -,: I (/) ,: I "' I (/) ,: I (/) 11 C MATCHLINE -SEE SHEET 8 zgB.o PROPOSED i co 3 STORY HOTEL sW~ HAMPTON INN '><t':2'.:1< AREA= 50,700 80. FT. LOT2 l78AC PAD-298.8 FF=299.5 Pf ,: I ] r+-1_1 _c --11 • I I (/) ~ ,: 'll-t----1" OUTDOOR POOL~ -,- "AS BUILT" .o aw ' WALL X ~ I Cl.. "' u "' <t - :,, ci 0 "' ~ D ( --7 U 111·11 I I ~I l-~-1-11-I I_U_l l_l _11-! 1,-1-1 l~J MILLENNIUM DESIGN ASSOC IA TES, INC. LANDSCAPE ARCHITECTS 23276 SOUTH P□INTE DRIVE, SUITE 215 LAGUNA HILLS, CALff□RNIA 92653-1434 CALIFORNIA LICENSE # 1434 NEVADA LICENSE # 256 NOTE: RC[ __ DATE • SHEET INDEX NTS H□ME'w'□□D SUITES (949) 457-!189 FAX (949) 457-1160 " SCALE: 1 "~20' 20' 40' 03074 60' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIFWED BY: INSPECTOR DATE fsHrr1l CITY OF CARLSBAD t----+---1--------------t-----+---+--t-----t l__:__j PLANNING DEPARTMENT 1----+---t--------------t-----+---+--t-----t t----+---+--------------t----+---+--1-----t LANDSCAPE PLANS FOR: HAMPTON INN TREE & GROUND COVER PLAN t-----+----+--------------+----+---+--1-----t APPROVED l-----+------1----------------+----+---+---t---l --~~'l....c''..._' ,,,,,__ _____ 2:-z_L/-a;., ASSISTANT PLANNING DIRECTOR DATE t-----+-----+--'a..,__------------+---+---+---t---1 DWN BY: MDA PROJECT NO. CUP 04-22 DRAWING NO. 4329L DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INIT!AL O'fHER APPROVAL CITY APPROVAL CHKD BY: DML RVWD BY: MATCHLINE -SEE SHEET 8 _,r,_?~~-=--=--V• =::=--=-~~-"""""V ~==--=-~~-~,: ---V ---V~ -~-~ _..'... _..: -~ -~V • .. ' f-1 '_V -- 11 :,, 7 _J_s --. MATCHLINE -SEE SHEET 8 . ~~~~~~~~~~~~~~~~~~~~~~~ 11 -~--.,f--V---V---V---V---v---V---·-V---v--~/ i ',, i -_____ _e~--~-~M·-~---~~/~}T~_ --y~ I I C . s C' 11 . r" I I II I> . ~c 0 I :J' I:,, • I i ! I J I • :,, ., . '_JI V .. PROPOSED 3 STORY HOTEL HOMEWOOD SUITES AREA: 104,500 SO. FT. LOT1 2.14AC PAD-300.3 FF=30l0 15 I l]~l,-,,.-v,PJ=:~'q~~,;_L~&,£~['-.~-~}~~n;Z42*/)~,,_,___l : 1 2H : "°-"=""= ~ -~---.'<l,d.--0::: _____ : Iv < I, . I: I' ·, C I, c» . I- I\ ~ C v Cl) w I: < .,,.,z < I I@ r~ I" I" I ' I· PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME 0 0 0 TREES Existing tree to remain in place Phoenix roebelenii Pigmy date palm Erythrina caffra Coral tree Phoenix dactylifera Date palm Podocarpus gracilior Fern pine =S-Pyrus c. 'Bradfordii' Bradford pear @ Tristania conferta Brisbane box ~ Platanus 'Bloodgood' London plane tree 0 Howia forsteriana Paradise palm Q Rhaphiolepis 'Majestic Beauty' Indian hawthorne 0 Photinia serrulata Photinia 0 Ligustrum lucidum Glossy privot + Trachycarpus fortunei Windmill palm GROUND COVERS SIZE 24" box 48" box (Multi-trunk) 20' brown trunk 24" box 24" box 24" box 24" box 15 gallon (Multi-trunk) 24" box 24" box 24" box Size noted on plan is brown trunk height ~ ~ Indicates annual color from 4" pots planted at 6" on center triangularly spaced. Indicates Gazania leucoleana 'Yellow' planted from flats at 8" on center triangularly spaced \ ~-, .:'.:.: .; ·. Indicates area of existing sod -repair irrigation system and sod as needed -.··.·: .• F ] Indicates Myoporum 'Putah Creek' planted from 1 gallon containers ~§~~~~ at 5' on center triangularly spaced and area planted with Gazania per above + + + + + + + + + + + + + + + + + + ~ ~ MISC. Indicates artificial turf putting green by others Indicates Pachysandra t. 'Green Carpet' planted from flats at 6" on center triangularly spaced. Indicates Campanula poscharskyana planted from flats at 6" on center triangularly spaced. * All non-sod areas shall receive a 2" deep layer of 'Walk on bark' by Sequoia Forest Products IIL ---v---V---V---v---v---V---V---V---V---V---V--~~-w=:::~==~v~~-~~~=-V--~ ••~- 0 --W --+----W -- * Both the Owner's representative and the Landscape Architect shall approve plants, planting, etc. prior to installation * Contractor shall install a root barrier with all trees planted within 8' of paving, walls, utilities, etc. Root barriers are available from Deep Root Corp. at (800)458-7668. ----s ---s ---"--4---"--4---" ---s --4---s -4---s s s ---s -~-s -<:I---s ---<: -~-<' ... .,,, MATCHLINE -SEE SHEET 9 • • 1111 1,1 I illJllUJj_JJ n I I 1,1 I I n I I 1,1 11 n i I I I 1·1111111 SHEET INDEX NTS 4AMPT□N INN MILLENNIUM DESIGN ASSOCIATES, INC. LANDSCAPE ARCHITECTS 23276 SOUTH P□INTE DRIVE, SUITE 2l5 LAGUNA HILLS, CALIFORNIA 92653-1434 CALIFORNIA LICENSE # 1434 NEVADA LICENSE # 256 (949) 457-1189 FAX (949) 457-1160 " SCALE: 1"00 20' 40' 03074 60' " Contractor shall install an AG 9-4 ArborGard+ at the base of each tree located in a turf area -both new trees and existing trees. ArborGards available from Deep Root at (800)458-7668. * (CM) Indicates contractor shall install concrete mowstrip sife detail sheet NOTE: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE __ REVIEWED BY: INSPECTOR "AS BUILT" EXP. __ _ DATE DATE fsHm7 CITY OF CARLSBAD l---+--+--------------t---1---1--t-----j ~ PLANNING DEPARTMENT ~ L2.:_J f---+--+--------------t-----1-----1--t---i f---+--+--------------t-----1-----1r--t----l LANDSCAPE PLANS FOR: HOMEWOOD SUITES TREE & GROUND CO VER PLAN 1---+--+--------------j----j--f--t----t _AP_P_Ro_VE_D.Q!.!i:m._L__ ...._ _____ L-2.3/-{X ASSISTANT PLANNING DIRECTOR DATE 1-----l---l~..__-----------!--:--:::--1~--t---::--cc==--l-c:c::cc-f DWN BY: MDA PROJECT NO. DATE INITIAL OAT£ INITIAL CHKD BY: OML DATE INl11AI. DRAWING NO. 4329L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CUP 04-22 EX. 16" ACP PER DWG. J2J-J ABUTTERl?'S RIGHT OF INGRESS/EGRESS INTO PALOMAR AIRPORT ROAD AS SHOWN ____ __,, AND DEDICATED ON PARCEL MAP 14115 HA VE BEEN OED/CA TED AND RELINQUISHED ANO WAVIED. EX BUILDING (6111 SO. FT.) 8 RECIPROCAL PARKING 7 5-PT -------7-------------- Woiar & S-£oNmanl -JI) ~ en -w I~ -I-I~ 18 PALOMAR AIRPORT ROAD -'o, <-b -"o I c /; "'s 9C I e I ii 1----l, ! 1----a J 6C 1 • 1----~I) I I I L ___ _j • ~ 9 --- w- 1 1 ,f " ~ HOMEWOOD SUITES ' vi SYMBOL SHRUBS 0 0 @l ® I) @ EB ~ (X) 0 0 6'l (l) (]) @ t ~ <!) €il ® 0 ~ ~ 0 fl, * @ (!) ® EIEl © ® g @ «-- {} ~ Quan ti of roses -4 8 (D, vi V V MATCHLINE -SEE SHEET 13 BOTANICAL NAME COMMON NAME Agapanthus africanus Lily-of-the-nile Liriope muscari Big Blue Liy Turf Fatsia japonica Japanese aralia Pyracantha 'Santa Cruz' Firethorn Baccharis 'Centennial' Centennial coyote bush Dicksonia antarctica Tasmanian tree fern Juniperus 'Armstrong' A1T11strong Juniper Lantana 'New gold' New Gold Lantana Juniperus 'Golden Armstrong' Golden Armstrong Juniper Photinia 'Fraseri' Phatinia Aucuba j. 'Variegata' Gold dust plant Mahonia aquifolium Oregon grape Phormium c. 'Monrovia red' Dwarf flax Phormium 'Maori Chief Maori Chief flax Phormium t. 'Flamingo' Dwarf flamingo flax Dodonaea v. 'Purpurea' Purple hopseed bush Photinia 'Fraseri' Phatinia Xylosma c. 'Compacta' Compact xylosma Nandina domestica Heavenly bamboo Xytosma congestum Xylosma Dietes bicolor Fortnight lily Raphiolepis 'Springtime' Indian hawthorne Ligustrum 'Texanum' Texas privet Pittosporum tobira Mock orange Pittosporum t 'Variegata' Variegated mock orange Rosa ftoribunda Evergreen white bush rose Pittosporum t. 'Wheeler's dwarf Wheeler's dwarf Clivia miniata Kaffir lily Cycus revoluta Sago palm Trachelospermum jasminioides Star jasmine Rhaphiolepis i. 'Enchantress' Indian hawthorne Rhaphiolepis i. 'Clara' Indian hawthorne Abelia 'Edward Gaucher' Abella Pennisetum s. 'Cupreum' Fountain grass Raphiolepis 'Springtime' Indian hawthorns Lavendula 'Munstead' Munstead lavender Alyogyne huegelii 'Santa Cruz' Blue hibiscus Strelitzia reginae Bird of paradise Phormium 'Yellow wave' Yellow wave flax Azalea B.I. 'Chimes' Chimes azalea (red) Azalea B.I. 'California Sunset' Calif. Sunset azalea (salmon pink w/white border} ESPALIERS • Attach to walls, !enc~, etc with approved tie~ 'Y PT Parthenocissus tricuspidata Boston ivy 'Y GO Grewia occendentalis Lavender star flower PARKING LOT HEDGE SCREEN .M-/-i§\&b Ligustrum 'Texanum' Texas privot MILLENNIUM DESIGN ASSOCIATES, INC. LANDSCAPE ARCHITECTS 23276 SOUTH PDINTE DR[VE, SUITE 215 LAGUNA HILLS, CAL W □RNIA 92653-1434 CALIFORNIA LICENSE # 1434 NEVADA LICENSE # 256 (949) 457-1189 FAX (949) 457-1160 " SCALE: 1 "= 20' ' DATE 9 (D _J L __ _ V 98.0 Rw MATCHLINE -SEE SHEET 12 SIZE 5 gallon 5 gallon 15 gallon 5 gallon 5 gallon 15 gallon 5 gallon 1 gallon 5 gallon 15 gallon 15 gallon 15 gallon 5 gallon 5 gallon 5 gallon 5 gallon 5 gallon 5 gallon 15 gallon 5 gallon 5gallon 15 gallon 15 gallon 5 gallon 5 gallon 5 gallon 5 gallon 5 gallon 15 gallon 15 gallon 5 gallon 5 gallon 5gallon 5 gallon 5 gallon 5 gallon 5 gallon 5 gallon 5 gallon 5 gallon 5 gallon 5 gallon 15 gallon 15 ~allon @ 'on center "AS BUILT" NOTE: RCf. EXP. DA Tf. APPROVED FOR PLANTING AND IRRIGATION ONLY, REVIEWED BY: INCLUDING PRECISE LOCATION OF PLANTING AREAS. INSPECTOR DA Tf. ~ CITY OF CARLSBAD ~ 1 PLANNING DEPARTMENT 4 LANDSCAPE PLANS FOR: HAMPTON INN SHRUB PLAN ,... APPROVED / ., ')_n ?-ZlJ._-CC, ASSISTANT PLANNING DIRECTOR DATE /1\ OWN BY: MDA PROJECT NO. DRAWING NO. INITIAL DATE INITIAL DATE INITIAL CHKD BY: DML SHEET INDEX NTS ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CUP 04-22 4329L 03074 MATCHLINE -SEE SHEET 11 I I I I I I 11--1-:.i 1 c-,- 1 I I 12 (") ..- II~ ~ UJ UJ I (/) -UJ 11 ~ LJ.J (/) <( -LJ.J I ~ z _J I 0 -I ~ I ~ -II~ I I I I I I .. ~ ly.._i--1-I I I ~: _.s I I t-t-11-1 I ,\ \1,1\\\\ -- -s ----- 3 "' "' \,/ s s s ---- ••• _, 10 ---r- "' -' s □ "' s _l ____ • SHEET INDEX NTS s 8 -------------------·--~~- SYMBOL BOTANICAL NAME COMMON NAME SHRUBS 0 Agapanthus africanus Lily-of-the-nile 0 Liriope muscari Big Blue Lily Turf @ Fatsia japonica Japanese aralia ~ Pyracantha 'Santa Cruz' Firelhorn {) Baccharis 'Centennial' Centennial coyote bush @ Dicksonia antarctica Tasmanian tree fern EB Juniperus 'Armstrong' Armstrong Juniper fl Lantana 'New gold' New Gold Lantana (X) Juniperus 'Golden Armstrong' Golden Armstrong Juniper 0 Pholinia 'Fraseri' Photinia 0 Aucuba j. 'Variegata' Gold dust plant (o Mahonia aquifolium Oregon grape 00 Phonmium c. 'Monrovia red' Dwarf flax CD Phormium 'Maori Chief Maori Chief flax @ Phormium t. 'Flamingo' Dwarf flamingo flax t Dodonaea v. 'Purpurea' Purple hopseed bush Photinia 'F raseri' Pholinia ~ Xylosma c. 'Compacta' Compact xylosma Nandina domeslica Heavenly barn boo (!) Xylosma congestum Xylosma @ Dieles bicolor Fortnight lily @l Raphiolepis 'Springtime' Indian hawthorne 0 Ligustrum 'Texanum' Texas privot $ Pittosporum tobira Mock orange Pittosporum t. 'Variegata' Variegated mock orange I Rosa floribunda Evergreen while bush rose Pittosporum I. 'Wheeler's dwarf Wheeler's dwarf -w Clivia miniata Kaffir lily * Cycus revoluta Sago palm @ Trachelospermum jasminioides Star jasmine EEl Rhaphiolepis i. 'Enchantress' Indian hawthorne ® Rhaphiolepis i. 'Clara' Indian hawthorns $ Abelia 'Edward Goucher' Abelia © Pennisetum s. 'Cupreum' Fountain grass ® Raphiolepis 'Springtime' Indian hawthorne 0 Lavendula 'Munstead' Munstead lavender Q?; Alyogyne huegelii 'Santa Cruz' Blue hibiscus @ Strelitzia reginae Bird of paradise «-Phormium 'Yellow wave' Yellow wave flax {} Azalea 8.1. 'Chimes' Chimes azalea (red) -Ot Azalea B.I. 'California Sunset' Calif. Sunset azalea (salmon pink w/white border) ESPALIERS -Attach to walls, fence, etc wit~_c!QJ)rovedJes 'f' PT Parthenocissus tricuspidata Boston ivy 'f' GO Grewia occendentalis Lavender star flower PARKING LOT HEDGE SCREEN ~ Ligustrum 'Texanum' Texas privot SIZE 5 gallon 5 gallon 15 gallon 5 gallon 5 gallon 15 gallon 5 gallon 1 gallon ,: 5 gallon 15 gallon 15 gallon 15 gallon 5 gallon d 5 gallon I- 5 gallon 5 gallon 5 gallon 5 gallon 15 gallon 5 gallon 5 gallon 15 gallon 15 gallon 5 gallon fil U) LJ Zl ~ 5 gallon 5 gallon 5 gallon 5 gallon 15 gallon ,: 15 gallon 5 gallon 5 gallon 5 gallon 5 gallon 5 gallon ,: 5 gallon 5 gallon 5 gallon 5 gallon 5 gallon 5 gallon ,: 5 gallon I 15 gallon ,: I 15 gallon @ 3' on center C ,~ -I~ -I~ - '~ - I -~ I -,~ -1~ - I~ - I ~ - I I -~ J I • 11 C 11 C MATCHLINE -SEE SHEET 11 6 oO PROPOSED i;. cot! , 3 STORY HOTEL s>NN-- HAMPTON INN AREA: 50,700 SO. FT. LOT2 llBAC PAD=298.8 FF=299.5 " 1 I i )( I WALL a,- \ "--"' 0 "' <( - :::. 0 0 "' ~ 0 x "' w w 0 rw c:,. Sw "' MA.TGHLINE -SEE SHEET .,1,..,.3,__ __ "' ----"' ____ "' ____ "' ____ "' ___ _ ~ ( s -----• □ ffl PALOMAR AIRPORT ROAD ----~~ 7 MILLENNIUM DESIGN ASSOCIATES, INC. LANDSCAPE ARCHITECTS 23276 SOUTH P□INTE DR[VE, SUITE 215 LAGUNA HILLS, CALIFORNIA 92653-1434 CALlF □RNIA LlCENSE # 1434 NEVADA LICENSE# 256 (949) 457-1189 FAX (949) 457-1160 " SCA~E: 1 "=20' 03074 OUTDOOR POOL NOTE: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RC[ __ _ REVIEWED BY: INSPECTOR "AS BUILT" EXP ____ _ DATE DATE 1-----+--+-----------+----+--+----+---1 fSHml CITY OF CARLSBAD ~ PLANNING DEPARTMENT ~ ~ 1------+--+------------------4---1------1---4----1 LANDSCAPE PLANS FOR: HAMPTON INN SHRUB PLAN ASSISTANT PLANNING DIRECTOR l-:c=c-+-c=,..,.,-+-'--1..__-------------J---I-----J------+---I DWN BY: MDA __ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: □ML "EVISION DESCRIPTION RVWD y ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL B : ~·-·-~ PROJECT NO. CUP 04-22 DATE D'<AWING NO. 4329L \,J \,J > ] ,---- I J I 11 > SYMBOL BOTANICAL NAME COMMON NAME SIZE SHRUBS 0 Agapanthus afncanus Lily-of-tha-nila 5 gallon 0 Liriope rnuscari Big Blue Lily Turf 5 gallon ~ Falsie japonica Japanese aralia 15 gallon 8 Pyracantha 'Santa Cruz' Firetllorn 5 gallon fl Baccharis 'Centennial' Centennial coyote bush 5 gallon @) Dicksonia antarctica Tasmanian tree fern 15 gallon @ Juniperus 'Anmstrong' Armstrong Juniper 5 gallon ~ Lantana 'New gold' New Gold Lantana 1 gallon IX) Juniperus 'Golden Armstrong' Golden Armstrong Juniper 5 gallon ® Pholinia 'Fraseri' Photinia 15 gallon 0 Aucuba J. Variegata' Gold dust plant 15 gallon 6} Mahonia aquifolium Oregon grape 15 gallon (I) Phormium c. 'Monrovia red' Dwarf flax 5 gallon (]) Phormium 'Maori Chief Maori Chief flax 5 gallon @ Phormium I. 'Flamingo' Dwarf flamingo flax 5gallon t Dodonaea v. 'Purpurea' Purple hopseed bush 5gallon P~otinia 'Fraseri' Photinia 5gallon ~ Xylosma c. 'Compacta' Compact xylosma 5 gallon Nandina domestica Heavenly bamboo 15gallon @ Xylosma oongestum Xylosma 5 gallon 00 Dietes bicolor Fortnight lily 5 gallon ® Raphiolepis 'Springtime' Indian hawlhome 15 gallon 0 Ligustrum 'Texanum' Texas privot 15 gallon $ Pittosporum tobira Mock orange 5 gallon Pittosporum I. Variegata' Variegated mock orange 5 gallon f Rosa floribunda Evergreen white bush rose Sgallon Prttosporum I. 'Wheele~s dwarf Wheeler's dwarf 5gallon * Clivia miniata Kaffir lily 5gallon * Cycus revoluta Sago palm 15 gallon @ Trachelospermum jasminioides Star jasmine 15 gallon E9 Rhaphiolepis i. 'Enchantress' Indian hawthorna 5gaHon @ Rhaphiolepis i. 'Clara' Indian hawthorne 5gallon €IB Allelia 'Edward Goucher' Abella 5gallon © Pennisetum s. 'Cupreum' Fountain grass 5gallon ® Raphiolepis 'Springtime' Indian hawlhome 5 gallon 0 Lavendula 'Munstead' Munstead lavender 5 gallon 6-1 Alyogyne huegelii 'Santa Cruz' Blue hibiscus 5 gallon @ Strelitzia reginae Bird of paradise 5 gallon * Phormium 'Yellow wave' Yellow wave flax 5 gallon {:f Azalea B.I. 'Chimes' Chimes azalea (red) 5 gallon ,Bo Azalea B.I. 'California Sunset' Calif. Sunset azalea 5 gallon (salmon pink wlwhite border) ESPALIERS -Attach to walls, fence, etc with •~~roved ties 'f' PT Parlhenocissus tricuspidata Boston ivy 5gallon 'f' GO Grewia occendentalis Lavender star flower 15 gallon PARKING LOT HEDGE SCREEN I'~ w Ligustrum 'Texanum' Texas privot 15~allon @ 'on center MATCHLINE -SEE SHEET 11 \,J \,J M,t.., ,le Se,_,-E'a .. m.,.,t 18 lfll!)lfll!)M e e e e e e e eeee MATCHLINE -SEE SHEET 11 I I -· --io+f>-v -----" -----v -----v -----v -----w -----w -----v ----,r -I ' I I> i I I 1> 9C . ~c , ,.'" I> -I J I J I • • > - _J' "' @ii!.)€!') 8C (I) CD (I) Jo0.85 rs PROPOSED 3 STORY HOTEL HOMEWOOD SUITES AREA: 104,500 SO. FT. LOT1 2.74AC PAD=300.3 FF=301.0 299.so re 299.ao Fs·~--r 9 15 I ,: 1 ,: -J f-------:~ ,: CD (I) 1----~ (I) <D~--~, ,r--,-.--,--,-.--,,-¼--,(l)r----r--~-,--~-,----,-L .-JH.if.tf+I/~ 0 ov I ~-i.,~-i----.--,,,X,--,----,--,----,---=..;::..::..::;::....-, CD85.(I)© ,~~ I <D ID00: ~(~ : 7 $ CD (I) 8 7 o o~~ I I "b,,..j..,-ec::: _____ I 2 (I) 7 I 0 ,~ - I: - I' -, I, N ..... -I- ll ~ "' (/) ' -UJ UJ (/) I I· OUTDOOR POOL + + + + + + + . COURTYARD DETAIL SCALE: 1 "= 1 O' • • ~----W ---<----\,J -----W -----1,J -----W -----W -----W -----W -----W -----W -----W -----',I-----',I-----',/ -----W _____ W --~ _.---S----a--S--El--~--Ei.--~----~--El--~--1----~-~,--S--EI---S---Eil---S--Ef--S--<:ll--S-~f--S-~.--~--"',__-<- MATCHLINE -SEE SHEET 12 w > -Dl p :,, I ~, Dl ., >- SHEET INDEX NTS MILLENNIUM DESIGN ASSOCIATES, INC. LANDSCAPE ARCHITECTS 23276 SOUTH POINTE DR[VE, SUITE 215 LAGUNA HILLS, CALIFORNIA 92653-1434 CALIFCRNIA LICENSE # 1434 NEVADA LICENSE # 256 (949) 457-1189 FAX (949) 457-1160 0 " SCALE: 1"=20' 20' 40' 03074 60' "AS BU/LT" NOTE: RC[ [XP. DAT£ APPROVED FOR PLANTING AND IRRIGATION ONLY, REVIEWED BY: INCLUDING PRECISE LOCATION OF PLANTING AREAS. /NSP[CTOR DAT£ ~ CITY OF CARLSBAD SHEETS : ! . PLANNING DEPARTMENT 14 i ' LAIIDSCAPE PLANS F'OR: HOMEWOOD SUITES SHRUB PLAN " APPROVED ,;YfDJ~ V Z:-Z..1./<X, ASSISTANT PLANNING DIRECTOR DATE /1\ OWN BY: MoA·-PROJECT NO. DRAWING NO. ~ATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: DML ENGINEER DF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CUP 04-22 4329L ~. PLANTING SPECIFICATIONS I. SCOPE Furnish all material, labor, lransportalion, equipment, and property to complele the landscaping of the planting areas shown on the drawings, or reasonably implied to complete the constrnction. Included as a part of the work of this Seclion, but not necessarily limited by ii, are the following items: A Pre-planting weed control of all planting areas. B Soil preparation and fine grading of all planting areas, including the addition of soil amendments. C. Preparation of all planting and specimen tree holes. D. Furnishing and installation of ell plant materiails, lawns, ground covers, mulches, etc E. Furnishing and iilstallation of all required planting backfill materials, tree stakes, guy wires, 3" mulch layer and miscellaneous material. F. Providing maintenance for ninety (90) continuous calendar days after acceptance of construction. G. Guarantee and replacement II. MATERIALS All materlels shall be of standard, approved and first grade quallty and shall be In prime conditions when installed and accepted. Any co,mmercially processed or packaged material shall be delivered to the site in the original unopened container bearing the manufacturer's guaranteed analysis. Contractor shall supply Owner with a sample of all suppliad materials accompanied by analytical data from an approved laboratory source illustrating compliance or bearing the manufacturer's guaranteed analysis. A. Topsail: Topsoil, as required, shall be obtained from on site excavations. B. Soil Conditioners and Fertilizers: Soil conditioners may include any or all of the specific conditioners herein'specified. 1. Nitrogen stabilized organic amendment Amendment shall be fir or cedar sawdust. Source shall be derived from wood of fir or wood of cedar containing the follovving physical properties: Percent Passing Sieve Size 95-100 6.33 mm (114 inch) 80-100 2.38 (No. 8, B mash) 0-30 500 Micron (No. 35, 32 mesh) Chemistry shall be: Nitrogen Content (dry weight) -0.65% -0.84% Iron Conlent -Minimum 0.08 % dilute acid soluble Fe. on dry weight basis. Soluble Salts -Maximum 3.5 Millimohos centimeter at 25 degrees centigrade as determined by saturation extract method. Ash-(dryweight)0-6.0% 2. Other Malerials: Fertilizer shall be delivered to the site in the original unopened containers and of commercial grade, uniform in composition, dry and free flowing, of the following analysis a. Gro-Power Plus b. Gro-Power planting tablets C. As Specified C. Tree Support: Materials for staking and guying shall be as follows: 1. Support stakes shall be lodge pole pine stakes, Length as determined to facHitate upright stand as described. 2. Ties: Elastic webbing, polyethylene tape, or Owner approved tie 3. Guy wire, steel guy anchor and plastic hose tie of adequate size and length to safely support tree. D. Miscellaneous l\ilalerials· Sand: Washed river sand or equal. Post Emergenl Weed Killer: ''Paraquat", ~Roundup", or owner approved herbicide. Tree Wound Paint: As approved. Fiber: Wood cellulose mulching fiber "Conwab" or equal. Chemioal Additive: Seed germinating additive uCPA 4000" or equal 1 Nomenclature: The scientific and common names of plants herein specified conform with the approved names given in ''A Checklist of Woody Ornamental Plarits in Galifornia", Manual 32, published by the University ofGalifamia School of Agriculture (1963). 2. Plant List for Bid: The contractor is herein referred to the landscape plans for the plant malarial selection and the requirements of this section of the specifications. Container sizes, unless otherwise stated, have been used to indicate the size of Iha plant material required. 3. Labeling/Deliv9JY' Each group of plant materials delivered to the site shall t>e clearly labeled as to species, variety and nursery source; however, determination of plant species or variety will be made by the Landscape Archilect, and his decision will be final. The contractor shall notify the Landscape Architect 72 hours in advance of delivery of all plant materials and shall submit an itemized list of the plants in each delwery. ... ,1 ~ '· As a convenience to the contractor, the Landscape Architect upon request, will inspect box size material at the source nurse!\' prior to delivery at the cost of the contractor. Said sou~ nurseries shalt be reasonably close to the project site as determined by the Landscape Architect. Plant material so inspected shall arrive at the project site in an undamaged condition. 4. Quality and Size: Plants shall be in accordance with the California State Department of Agriculture's regulation for nursery inspections, rules and grading. All plants shall have a normal habil of growth and shall be sound, healthy, vigorous, and free of insect infestations, plant diseases, sun scalds, fresh abrasions of the berk, excessive abrasions, or other objectionable disfigurements. Tree trunks shall be sturdy and well 'hardened off'. All plants shall have normally well -developed branch systems end vigorous and fibrous root systems which are not root or pot bound. In the event of disagreement as lo condition of root system, the root condition of the plants furnished by the contractor in containers will be determined by removal of earth from the roots of not less than two plants or more than two perc:ent of the total number of plants of each species or variety. Where container grown plants are from several sources, the roots of not less than two plants of each species or variety from each source will be inspeclecL In case the sample plants inspected are found to be defective, the Landscape Architect reserves the right to reject the entire lot or lots of planls representad by the defective samples, The Landscape Architect is the sole judge as to acceptability. Any plants rendered unsuitable far planting because of this Inspection will be considered as samples and wilt be provided at the expense of the contractor. The size of lhe plants wilt correspond with that normally expected for species and variety of commerciaHy available nursery stock, or as specified in the Special Conditions or drawings. The minimum acceptable size of all plants, measured oefore pruning with the branches in normal position. shall conform w\th the measurements, if any specified on the drawings in the list of plants to be furnished. Plants larger in size than specified may be used with the approval of the Landscape Architect, but the use of larger plants will make no change in contract price. If the use of larger plants is approved, the ball of earth or spread of roots for each plant will be increased proportionately 5. Rejection or Substitutions· All plants not conforming to the requirements herein specified, shall be considered defective, and such plants, whether in place or no~ shall be marked as rejected and immediately removed from the site of the wor1< and replaced wllh new plants at the contractor's expense. The p1ants shall be of the species, variety, size and condition specified herein or as shown on the drawings. Under no cond 1tion will there be any substitution of plants or sizes of those listed on the accompanying plans, except with the expressed consent of the Landscape Architect 6. Pruning: Al no time shall trees or plant material be pruned, trimmed or topped prior to delivery and any alteration of their shape shall be conducted only with the approval and when in the presence of the Landscape Architect and as noted in the Planting Specifications. 7. Protection: All plants at all times shall be handled and stored so that they are adequately protected from drying out, from wind bum, or from any olher injury. B. Righi of Inspection: The Landscape Architect reserves the right to approve or reject al any time upon delivery or during the work any or all plant material regarding size, variety or condition. E. Seed: Alt seed used shall be labeled and shall be furnished in sealed standard containers with signed copies of a statement from the vendor, certifying that each container of seed delivered Is fully labeled in accordance with the California State Agricultural Code and is equal to or baHer lhan the requirements of these specifications. F Hydro-Mulching Materials· The hydro-mulch mix shall consist of wood cellulose mulching fiber, Conweb m!Jching fiber or equal. G. Hydro-Mulching Application: Equipment: Hydraulic equipment used for the application of the fertilizer, seed and slurry of prepared wood pulp shall be of the "Super Hydroseeder'' type as approved by the Landscape Architect. This equipment shall have a built-in agitation system and operating capacity sufficient to agitate, suspend and homogeneously mix a slurry containing not less than 40 lbs. of fiber mulch plus a combined Iota! of 7 lbs. fertilizer solids for each 100 gallons of water. The slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which will provide a continuous non-fluctuating discharge. The slurry tank shall have a minimum capacity of 1,500 gallons and shall be mounted on a traveling unit either self-propelled or drawn by a separate 1.1nil, which will place the slurry tank and spray nozzles within sufficient proximity to the areas to be seeded. H. Mulch: Apply 3" mulch layer as specified on plan in all non-turf areas less steep ttian 3:1. Contractor shall submit sample lo City Inspector for approval prior to bulk delivery to job site. 111. GRADING AND SOIL PREPARATION The general subsoil grading, deep ripping, tilling, and establishment of the rough grade will be ..,, done by others, under a separale contract "''Other wor\. such as fine grading, cultivation (and in some cases, addition of topsoil) andfor son ;,tconditioners are required to prepare the finish grade. -'After appro:ximate finished grades have been established, soil shall be conditioned and fertilized in tha following manner. Materials shall, at the following rates, be uniformly spread and cultivated thoroughly by means of mechanical tiller into the top 6" of soil per 1000 square feet: Application Rates See Soil Notes 4 cu. Yards of Nitrogen Stabilized Organic Amendment AU soil areas shall be compacted and setued by application of heavy irrigation to a minimum depth of twelve (12) inches A. Final Grades: After the foregoing specified deep watering, minor modifications to grade may be required to establish the final grade. These areas shall not be worked until the moisture content has been reduced to a point where working it will not destroy soil structure. 1 Finish grading shall insure proper drainage of the site 2. All areas shall be graded so that the final grades will be one inch below adjacent paved areas, sidewalks, valve boxes, headers, clean-outs, drains, manhOles, etc. 3. Surface drainage shall be away from all building foundations. 4. Eliminate all erosion scars. 5. Soil testing Soil testing shell be performed by a soil testing laboratory (pre-approved by the City). TM test shall indicate but not be limited to the following: a. Organic matter content b. N,P,K c.pH d.EC e. Soil texture (silt, clay, sand} f. Recommendations for amendments, leaching, and maintenance fertilizations. The results and recommendations of the soil testing laboratory shall be submitted to and approved by the City. The approved recommendations for amendments and backfill shall be Incorporated into the landscape pjans prior to the start of construction and shall become part of Iha approved plans. Products specified by product name byt he soil lab in the recommendations may be substituted with •or equal" products approved by the City. IV. PLANTING INSTALLATION Actual planting shall be performed during those periods when weather and soil conditions are suitable and in accordance with locally accepted practices, as approved by the Landscape Architect. A. Weed Control: After soi1 preparation and establishment of final grades prior ta any planting, the contractor shall irrigate thoroughly for a period of time, two (2) to three (3) weeks or until weed seeds have germinated. When there Is sufficient weed seed germination, the contractor shall apply a post-emergent weed killer, according to the directions of the manufacturer. The conlractor shaH then wait an additional one {1) week to allow the weed killer to dissipate, then plant as indicated in tile plans and specifications. B. Layout of Major Planlings: Locations for plants and outlines of areas to be planted shall be marked on the ground by the contractor before any pits are dug. All such locations shall be approved by the Landscape Architect If an underground construction or utility line is encountered in the excavation of planting areas, other locations for planting may be selected by the Landscape Architect. C. Planting of Trees, Shrubs and Vines: 1. Excavation for planting: Excavation for planting shall include the stripping and stacking of all acceptable topsoil encountered within the areas to be excavated far trenches, tree holes., plant pits and planting beds. a. Protect all areas from excessive compaction when trucking plants or other material to the planting site. b. All excavated holes shall have vertical sides with roughened surfaces and shall be of a size that is twice the diameter and 6" minimum d&Aper than the root ball c. Excess soil generated from the plarting holes and not used as backfill or in establishing the final grades shall be removed from the site. 2. Planting: No planting shall be done in any area until the area concerned has been satisfactorily prepared in accordance with these specifications. Only as many plants as can be planted and watered on that same day shall be distributed in planting area. Containers shall be opened and plants shall be removed in sucti a manner that the bal of earth surrounding the roots is not broken, and they shall be planted and watered as herein specified immediately after removal from the containers. Containers shall not be opened prior to placing the plants in the planting area. Container plants shall be backfilled with: See Soil Notes Palm Backfill 8 parts by volume washed river sand 2 parts by volume nitrogen stabilized organic amendment 10 lbs. Gro-Power palm fertit:zer per cubic yard of mix 2 lbs. Agricultural gypsum per cubic yard of mix AU plants which settle deeper than specified above shall be raised to the correct level. After the plant has been placed, additional backfill shall be added to the hole to cover approximately one-hatf of the height of the root ball. At this stage water shall be added to the top of the partly filled hole ta thoroughly saturate the root ball and adjacent soil. After the water has completely drained, planting tablets shall be placed as indicated below: 1-7 gram tablet per one flat size plant 3 tablets per one gallon container B tablets per five gallon container 15 tablets per fifteen gallon oontainer 16 tablets per 20" and 24" box 18 tablets per 30" box 20 lablels per 36" bo:x 22 tablets per 42:' box 24 tablets per 48" box Larger sizes: For each½~ caliper measured 14" above soil level use 3 additional tablets. The reminder of the hole shall then be backfilled. Planting tablets shall be set with each plant on the top of the root ball while the plants are still in their containers so Iha required number of tablets to be used in each hale can be easily verified. After backfilling, an earthen basin shall be constructed around each plant. Each basin shall be of a depth suff1cienl to hold at least two inches of water. Basins shall be of a size suitable for the individual plant. In no case shall a basin for a fifteen gallon plant be less than four feet in diameter; a five galton plant, less than three feet in diameter; and a one gallon plant, less than two feet in diameter. The basins shall be constructed of amended backfill materials. 3 Pruning: Pruning shall be limited to lhe minimum necessary to remove injured twigs and branch98, and to compensate for loss of roots during transplanting, bul never to excead one~third of the branching structure. Upon approval of the Landscape Architect, pruning may be done before delivery of plants, but not before plants have been inspected and approved. Cuts over three-quarters of an incll in diameter shall be painted wilh tree wound paint. 4. Staking and Guying: Staking of all treas shall conform to tree staking and tree guying details and as herein specified. Protective stakes may be planted with the tree, driving them into undisturbed soil at the bottom of the planting hole until 18" remains above ground level. Support stakes tall enough to support the particular tree shall be driven 18" into the soil. A line drawn between tile two support stakes shall be at rig hi angles to the most troublesome wind direction. Attach crossties to the supportive stakes on the leeward side of the prevailing wind. Ties shall be place as low on the trunk as possible but high enough so the tree will return to upright after deflection. To find the proper height for tie locations, hold the trunk in one hand, pull the lop to one side and release. The height at which the trunk will just return to the upright when the top is released is the height at which to attach the ties. Ties are to form a loose loop around the tree trunk and auxiliary stake so that the trunk cannot work towards the support stakes. Support stakes are not to exceed eu above the tie locations. The auxiliary slake shell be attactied to those trees needing extra trunk support as determined by the Landscape Architect. Wind and wrap the top of the wire with friction tape. One tree of each size shall be staked and approved by the Landscape Architect prior to continued staking, D. Ground Covers: Ground covers will be planted in the areas indieated on the plans. Ground cover plants shall be grown in flats, peat pots, or taken as cuttings, as indicated on the plans. Flat grown plants (rooted cuttings) shall remain In those flats until lransplanting. The flat's soil shall contain sufficient moislure so that it will not fall apart when lifting the ~nts. If plants from peat pits are used, the pots shall be protected at all times prior lo planting to prevent unnecessary drying of the root ball. Un rooted cuttings shall be 10 inches or more in length. They shall be insect and disease free tip cuttings from healthy. vigorous and strong growing plants. Mature or brown-colored stem growths or cuttings which have been trimmed or rooted before planting will nol ba accepted. Cuttings shall be planted not more than 2 days after cutting and shall not be allowed to dry or wither. 1 Ground cover shall be planted in straight rows and evenly spaced, unless otherwise noted, and at intervals called out in the drawings. Triangular spacing shall be used unless otherwise noted on the plans. 2. Each rooted plant shall be planted with its appropriate amount of flat soil or in a peat pot, in a manner that will insure minimum disturbance of the root system, but in no case shall this depth be less than two nodes. To avoid drying out, plantings shall be immediately sprinkled after planting until the entire area is soaKed to the full depth of each hole, unless otherwise noted on the drawings E. Lawn: Lawn shall be planted by hydroseeding or sodded as indicated on the plans. All areas shal be free from weeds and weed residue. F. Hydroseeding: Hydroseeding shall include application of mulch, fertilizer and seed planting bed preparation, pre and post-planting irrigation. 1. After soil preparation, establishment of final grades and weed control, the surface two (2} inches of soil shall be loosened by harrow rototiller and floated level and irrigated just prior to planting 2. Preparation: The slurry preparation shall take place at the site of work and shall begin by adding watar lo the tank when the engine is at half lhrotlle. When the water level has reached the height of the agitator shaft, good recirculation shall be established and at this lime the seed and chemical additive shall be added. Fertilizer shall than be added followed by wood pulp mulch. The wood pulp mulch shall only be added to the mixlure after the tank is at least one-third filled with water. The engine throttle shall be opened to full speed when the tank is half filled with water. All the wood pulp mulch shall be added by the time the tank is two-thirds to lhrea-fourlhs full. Spraying shall commence five minutes after addition of the chemical additive when the tank is full. Application rates: Fiber 1,500 lbs. per acre. Seed See plans Gro-Power Plus 1,200 lbs. per acre {if area has been soil prepped, only use-400 lbs. per acre Chemical Additives 3 gallons per acm Urea Formaldehyde 300 lbs. per acre 3. Application: The operator shall spray the area with a uniform visible coat by using the green color of lhe wood pulp as a guide. The slurry shall he applied in a sweeping motion, in an arched stream so as lo fall like rain allowing the wood fibers material to spread at the required rate per acre. 4. Time limit: All slurry mixture which has not been applied with in two hours after mO<ing will be rajected and removed from the project at the contractor's expense. 5. Irrigation: Immediately after completion of hydroseedlng, each area shall be irrigated. Irrigation during the germination period of ths sesds shall ksep lhs hydro-mulch moist al all times without creating run-off, erosion or over-saturation. The irrigation system is to be in operating condilion and have been tested before planting is started. V. ESTABLISHMENT AND MAINTENANCE PERIOD The contractor shall continuously maintain all areas involved in this contract during the progress of the work and during the establishment period until final acceptance of the work by the Owner. The contractor shall request an inspection to begin the plant establishment period after aH planting and related work has be&n completed in accordance with the Contract Documents. A prime requirement 1s that all lawn areas shall show an even, healthy startd of grass seedlings which shall have been mowed twice. If such criteria is met to the satisfaction of the Landscape Architect, a field notification will be issued to the contractor to establish the effective beginning date of the plant establishment and maintenance period. Any day when the contractor fails to adequalely maintain plantings, replace unsuitable plants or do weed control or other work, as determined necessary tiy the Landscape Architect, will not be crndiled as one or lhe plant establishment working days. Improper maintenance or possible poor condition of any planting at the termination of the scheduled establishment period may cause postponemenl of the final completion date of the contract. Maintenance shall be continued by the contractor until all work is acceptable. In order to carry out the plant establishment work, the contractor shall furnish sufficient men and adequate equipment to perform the work during the plant establishment period Maintenance shall be according to the following standards: A. All areas shall be kept free of debris and all planted areas shall be weeded and cultivated at intervals of not more than ten (10) days. Watering, mowing, rolling, edging, trimming, fertilization, spraying and pest control, as may be required, shall be included in the establishment period. B. The contractor shall bfl rRsponsible for maintaining adequAle protection of the area Damaged areas shall be repaired at the contractor's expense. C. Between the 15th day and the 20th day of the establishment period, the contractor shall reseed all spots or areas within the lawn where normal turf growth is not evident D. Fertilize all planting areas with the following~ See soil notes E. Mowing of turf will commence when the grass has reached a height of two inches, The height of cut will be 1 to 1-1,2 inches. Mowing will be atlaastweeklyafterthefirstcut. Turf must be well established and free of bare spots and weeds to the satisfaction of the Landscape Architect prior to final acceptance F. Ttie contractor ·s maintenance period will be extended if these provisions are not filled G. Clean-up: The contractor shall keep the prem isas free from accumulation of waste materials and debris. Afler alt planting operations have been completed, the contractor shall remove all trash, excess soil, empty plant containars, tools, and equipment used in this wor'k and/or any other debris resulting from his work on the site. Any scars, ruts, or mars in the area caused by the landscape work shall be repaired at the contractor's expense. The contractor shalt leave Iha site are.a broom clean and shall wash down all paved areas within the contract area leaving the premises in a clean condition. GUARANTEE AND REPLACEMENT A AJI plant matenaJ installed under the contract shall be guaranteed against any and all poor, inadequate or inferior materials and /or workmanship for a period of one year. Any plant found to be dead or in poor condition due to faulty materials or workmanship, as determined by the Landscape Architect, shall be replaced by the contractor al his expense. B. Any materials found to be dead, or in poor condition during the establishment period shall be replaced immediately. The Landscape Architect shall be the sole Judge as lo the condition of material. Material to be replaced within the guarantee period shalt be replaced by the contractor within 15 days of written notification by the Owner. C. Replacement shall be made in the same manner as required for original plantings. Materials and labor involved in the replacing of material shall be supplied by the oontractor at no additional cost to the Owner. VI. INSPECTIONS Normal progress inspection shall be requested from the City Inspector & Landscape Architect at least 72 hours advance of an anticipated inspection. An inspection will be made by the City lnspacior & Landscape Architect o each of the steps listed below. The contractor will not be permitted to initiate the succeeding steps of work until he has received approval to proceed from the City Inspector. The City Inspector approve all landscaping, soil te mulching, ale., and all of the below items A. Immediately prior to the commencemenl of the work on this section B. Completion affine grading. C. Completion of soil conditioning 0. Prior to application of post-emergent weed killers. E. Pre or post-delivery of all plant material. F. Completion of major plant layout. G. Prior to hydroseeding or installation of sod. H. Commencement of maintenance. NOTE: Completion of first 30 day maintenance period. Final Acceptance of the Project: Prior to the date of the final inspection, the contractor shall acquire from the Landscape Architect approved mylar prints, and finalty record from the job record set an changes made during construclion, label said prints "As-Buitts", and deliver to the Landscape Architect. Prior to the date of final inspection, the contractor shall deliver to the Landscape Architect the "Landscape and Irrigation Guarantee• as required. SOIL NOTES (For bidding only until soil test is approved and correct materials approved) 1. Soil Preparation -add 50 lbs. of Agricultural Gypsum 1,000 sq. ft. 2. Backfill shall consist of the following: 7 parts native on site soil, by volume 3 parts nitrolized shavings, by volume 16 lbs, Gm-power Plus per cubic yard of mix 3. Hydro-seeding -For already soi! prepared areas, apply 280 lbs. Gro-power Hi-Nilrogen per acre. For non-prepped soil areas, apply 1,000 lbs. Gro-power Plus and 300 lbs. Gro-power Controlled release per acre. 4 Maintenance -Feed with 20 lbs. Gro-powar Plus 1,000 sq. ft. on days 45 and 85 of mainlenance. NOTE The above materials are for bid purposes only. The exact materials will be determined after the grading is completed, along with a soils test taken and submitted to the lab by the Landscape Architect and approved by the City Inspector. Soil tests and recommendations shall be submitted to City Inspector for review and approval prior to soil amending. "AS BU!L T" RC[ __ _ EXP, _____ _ DATE MILLENNIUM DESIGN ASSOCIATES, INC. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE LANDSCAPE ARCHITECTS 23276 SOUTH POINTE DRIVE, SUITE 215 LAGUNA HILLS, CALIFORNIA 92653-1434 CALJF □RNI~ LICENSE # 1434 NEVADA LICENSE # 256 (949) 457-1189 FAX (949) 457-1160 /1\ DATE INITIAL ENGINEER OF WORK DATE INITIAL DAI INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~4 CITY OF ~ PLANNING DEPARTMENT CARLSBAD SHEETS ! 14 ! LANDSCAPE PLANS FOR: PLAN TING SPECIF/CA T/ONS APPROVED I ----Jr ~ ~-_ol::J::a'.!_~/fetl~----2J.A-T-2;E'/~ ASSISTANT PLANNING DIRECTOR ·:=======~===-= OWN BY: MDA CHKD BY: DML RVWD BY: P'<OJECT NO. CUP 04-22 DRAWING ND. 4329L