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HomeMy WebLinkAboutDWG 428-9Y; CT 03-02; CARLSBAD RNCH PLANNING AREA 5 MARBRISA II VILLA 65; 01-15. I ' t I f LANDSCAPE CONSTRUCTION PLANS FOR CITY OF OCEANSIDE HIGHWAY,_. 78 -~ - ~~ . -o~ '\~:~\/,%) \ ;~ \\\ ~~ ~,J:' ''>-.'.\. 9:{~<)•~,vo CITY OF VISTA CARLSBAD RANCH, PLANNING AREA 5 RESORT SITE -MARBRISA PHASE II CARLSBAD, CALIFORNIA <I, ';<l :::,<\ ?. y \:_J...J ,/ ~\_ l P1r~- PACIFIC OCEAN \ I -- cnY OF ENCINITAS VICINITY MAP ·~ \{ I -~· \ KEY MAP DECLARATION OF RESPONSIBLE CHARGE: NOT TO SCALE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDIT! NS OF AP PROV AL RELATED TO NDSCAPING. ,7 REGISTRATION NO: 2,/4',, EXPIRATION DATE: WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND Tiffi LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS O PROVIDE EFFIClENT USE OF WATER. BY: (0~ REGISTRATION NO: '219'1 EXPIRATION DATE: INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERTIFICATION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "CERTIFICATION OF COMPLETION" FORM FAX TO: (760) 944-8943. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602. . ' Jilt:, ~!~ _-..._,--"' '1W' ,lllir' J ,.;(.,,'--; ~:::-:o~ ~~:-~< ~----:: ~~? ~~, '\ :£.' ~w -~-=--'-~ -~--~;::;.. ...... --~~--------t=-1t-;~1.:~---:::...----/ .........__ -\ -. ' f, ·i:-" ,. ------,----.-__ ?.5 'R '··•~4'.,,m; , 11"''"-'>..Y"'..,; 0-Cl,f;;I' ' l 1=!,t \ ' -j I' ,,f \U'l ~' ~ \\ ~\ ·.'I~/~: .. / J ·~\ \ ~:\-/ .1~1 <.. ,.... 0 \ '-., ,,,~, I "°" I '-~-......._ ~""'""~----~ \ -.,'-..... s .• ,:::.-:-~--'--~ I -~ \ •, .... -~ ~-c~--: ~ -------. i:-4 \ ---~--~-'@ LOCATION MAP BACKFLOW PREVENTER TESTING: ALL .IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTlFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". BE REQUIRED TO BE FINAL AS-BUILT PLANS WILL REVIEWED AND APPROVED BY MYLARS WILL BE REQUIRED T SIGNED TO THE CITY PRIOR TO APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT: HITP://WWW.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WATER/DOCUMENTS/RECYCLEDWATERBACKFLOWTESTERLIST.PDF FOR RECYCLED OR HITP://WWW.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/W ATER/DOCUMENTS/W ATERBACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL (760) 438-2722. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REV!EW Tl!E PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. • ToPIA La R ,J' C .. p C A ( C n \I~ el u re. p hn n i ng 9"44 Waples S(rc,;;\. Suite 470 San Diego. California. 91121 Td: 858.458.0555 A Califomi"-CorponHion THE CITY AND FINAL 0 BE APPROVED AND SECURITIES RELEASE. ~ /1\ - DATE INI rlAL DRAWING INDEX SHEET TITLE SHEET NUMBER COVER SHEET............................................................................................................................. 1 CONSTRUCTlON PLANS ............................................................................................................. 2 CONSTRUCTION NOTES AND REFERENCES. .......................................................................... 3 CONSTRUCTION DETAILS ......................................................................................................... 4 RECYCLED WATER COVER SHEET .......................................................................................... 5 IRRIGATION MAINLINE MASTER PLAN I PROJECT MAP..................................................... 6 IRRIGATION PLANS ............................................................................................................ 7 through 8 IRRIGATION NOTES AND LEGEND.......................................................................................... 9 IRRIGATION DETAILS ....................................................................................................... JO through 11 PLANTING PLANS .............................................................................................................. 12 through 13 PLANTING NOTES AND LEGEND............................................................................................ 14 PLANTING DETAILS ................................................................................................................... 15 APPLICANT: Grand Pacific Resorts, Inc. 5900 Pasteur Court, Suite 200 Carlsbad, California 92008 760. 431. 8500 Contact: Mr. Timothy Stripe OWNER: Carlsbad Estate Holding, Inc. C/0 LEGO California, Inc. 1 Lego Drive Carlsbad, California 92008 Contact: Mr. John Jakobsen DESIGN ARCHITECT: KITAbayashi Design Studio 517 Fourth Avenue, Suite 401 San Diego, California 92101 619.232. 9116 Contact: Mr. Derek Kitabayashi ARCHITECT OF RECORD: Nogle Onufer Associates Architects 2398 San Diego Avenue San Diego, California 92110 619.297. 8066 Contact: Mr. Russ Onufer I I ('(') I 'tj" I 0 N PROJECT MANAGER: CIVIL ENGINEER I LAND SURVEYOR: Grand Pacific Resorts, Inc. 5900 Pasteur Court, Suite 200 Carlsbad, California 92008 760. 431. 8500 Contact: Mr. Timothy Stripe ENTITLEMENTS MANAGER: Hofman Planning Associates 5900 Pasteur Court, Suite 150 Carlsbad, California 92008 760. 438. 1465 Contact: Mr. Bill Hofman D1 1 ';. -~RT --TJ.t DIAL TOLL FREE 1-800-422-4133 ry AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ·~---------·---------··-··-- --~•.-~ .. -----~--·-~- --···~-·~ ·------~·-··· --···-·· DATE INITIAL ·-··---DATE - Excel Engineering 440 State Place Escondido, California 92029 760. 745. 8118 Contact: Mr. Mike Levin LANDSCAPE ARCHITECT: ToPIA 9444 Waples Street, Suite 470 San Diego, California 92121 858. 458. 0555 Contact: Mr. Michael Kato APPROVED IRR/G'A TION AND ONLY, INCLUDING FOR PLANT/NC PRECISE- LOCATION OF PLANTING AREA. ,, AC" .. ._) BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH~lT I CITY OF CARLSBAD I SHf~TS I PLANNING DIVISION -·-COVER SHEET FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 -~----MARBRISA PHASE II -VILLA 65 APPROVED: /-!,.J.. \ ~~n~ e,. s -\~1 Pl.ANNING -----DWN BY: -~A&~ PRO.JECT NO. DRAWING NO. INITIAL CHKD BY: MK ~ § Cl'.l REVISION DESCRIPTION CT.03-02 428-9Y DESIGNER OF WORK OTIIER APPROVAL CITY APPROVAL RVWD BY: MK .._ ________________________________________________________ . _____________________________________ .. ~ C.M.W.D. ____ _ CO-I 2 3 I 2 I I ---·-------,----------- I $ I I ~~ \ t I .. /. .. I 4 """"'t:--r~,11'----rztn-x,~r~ct:;~2'.'ic:s-~?=.s:····:-'-·~· ·,--/_,_/_,_.___,_,i:::\'<~c-u-----1 6 --~~-+--4e.~A➔4-¥9--";,,-1":-:''?"'-'icf:\e-"'t,~&~~+c-~__,_--,---'i,--:',r;~~'s------{ 6 " :,: (' \ N ■ ToPIA L•ndscapc ArchiCeclurc.flanniag 0 20 40 60 80 9444 W •pies Strttt . Suite 4 70 San Dicgu . California.. 92121 Tei: 8S8.◄ja.osss Fau, 85~.458.0554 A C.Jifomia L'uq><mtlioo NOTES l. FOR CONSTRUCTION REFERENCES AND NOTES, SEE SHEET C-2. 2. FOR CONSTRUCTION DETAILS, SEE SHEET CD-I. APPROVED FOR /RR/GA TION ANO PLANTING ONLY, /NCLLJO/NG PRECISE LOCATION or PLANTING AREA. "AS BUllT" RCE __ _ EXP, ___ _ REVIEWED BY: INSPECTOR CITY OF' CAF~LSBAD PLANNING DIVISION CONSTRUCTION PLANS FOR: DATE DATE SHEETS 15 CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 65 ----1----t------------------·-····---··---------· I-----+-_ -_ _=---1_ ----~---==---==--==---------_-_-_-_-_-_-_-_-_-_-_-_-_--+-+_-_-_-_--+-+_-_-_---i--1--_-_-_-_,-,_-_-_----,--J 1::::1:~ED r£~\ w Bl~..;iJ ~-<>-1r;-I ~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ___MK_ CT.03-02 f;; OWN BY: AA PROJECT NO. I D4R2AW81N_GgyNO. iJ:1 ■ DESIGNER OF WORK REVISION DESCRIPTION 0-TH-ER-;PP-ROI/A-l. -Cl-TY -APPROVAL RVWD BY MK Cl L---------------------------------------------------------------------------------~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;· ;;;;-;;;;;-;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~~ ~ C.M.W.D.____ C-1 !' GENERAL CONSTRUCTION NOTES: A. ALL DIMENSIONS ARE TAKEN FROM CURB FACE OR EDGE OF PAVING, UNLESS OTHERWISE NOTED ON PLAN. THE DIMENSIONS ARE SHOWN FOR APPROXIMATE UNE AND ALL RADII AND CURVES ARE TO HA VE CONTINUOUS AND SMOOTH TRANSITIONS WITHOUT ABRUPT CHANGES OR BENDS. B. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE INSPECTED AND APPROVED BY THE LANDSCA.PE ARCHITECT PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE). C. D. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. CONTRACTOR SHALL NOTE AND INSTALL SLEEVE LOCATIONS SHOWN ON IRRIGATION PLAN AND CONSTRUCTION PLANS. E. F. G. H. l. J. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE 1995 CALIFORNIA BUILDING CODE. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCA.PE ARCHITECT. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND SITE CONDlTIONS BEFORE STARTING WORK. LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED SIMILAR TO TIIE DETAILS FOR THE RESPECTIVE MATERIALS. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. ALL BRACING, TEMPORARY SUPPORTS SHORING, ETC. IS TIIE SOLE RESPONSIBILITY OF TIIE CONTRACTOR. OBSERVATION VISlTS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDlTIONS AT THE WORKSITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE OWNER, LANDSCA.PE ARCHITECT AND THE A.PPLICABLE GOVERNING CODE AUTHORITY. K. PRIOR TO THE START OF ANY LANDSCA.PE CONSTRUCTION OF 'VILLA 65' THE LANDSCAPE CONTRACTOR SHALL EVALUATE THE EXISTING ADJACENT LANDSCA.PE INSTALLATION AND ITS INTERFACE WITH THE 'VILLA 65' LANDSCAPE DOCUMENTS. THE LANDSCAPE CONTRACTOR SHALL PROVIDE TO THE LANDSCA.PE ARCHITECT AN ITEMIZED LIST OF ALL RELATED LANDSCA.PE WORK THAT NEEDS TO BE ADJUSTED AS A RESULT OF THE 'VILLA 65' LANDSCA.PE DOCUMENTS. THESE PLANS REPRESENT THE BIDDING AND CONSTRUCTION ITEMS THAT ONLY RELATES TO THE LANDSCAPE, I.E. HARDSCAPE, IRRIGATION AND PLANTING. ~'OR BIDDING AND CONSTRUCTION ITEMS AS RELATED TO ARCHITECTURAL, CIVIL, ELECTRICAL, PLUMBING, MECHANICAL AND STRUCTURAL, THE CONTRACTOR SHALL REFER TO THEIR RESPECTIVE PLANS FOR DETAILED IN~'ORMATION. ALTHOUGH THE ABOVE CONSULTANTS INFORMATION IS REFLECTED ON TOPIA'S PLAN, THIS INFORMATION IS SHOWN FOR REFERENCE ONLY. ■ ToPIA l ~nct,capc Arch1tcctuc Planning ~444 Waples St.rec1. Suite 470 S•n mcgo. California. '.12121 Tel: 858,458.0H5 A C"1ifomia Cmpuntiun ■ CONSTRUCTION REFERENCES/FINISH SCHEDULING: 0 0 0 0 0 0 0 0 0 INSTALL 3-1/2" THICK CONCRETE PA VINO PER DETAIL A, SHEET CD-I. MANUFACTURE COLOR I FINISH NATURAL COLORED CONCRETE TO MATCH PAVING AT TIIE SHERATON HOTEL FINISH TO BE RETARDANT TO MATCH PAVING AT THE SHERATON HOTEL INSTALL EXPANSION JOINT PER DETAIL A, SHEET CD-I. CAULKING: MANUFACTURE COLOR I FINISH NIA MATCH ADJACENT PAVING COLOR AND RAKE WITH SILICA SAND INSTALL WEAKENED PLANE JOINT PER DETAIL A, SHEET CD-I. INSTALL 3-112" THICK CONCRETE PAVING AT VILLA PATIO PER DETAILS A AND B, SHEET CD-I. MANUFACTURE COLOR I FIN/SU NATURAL COLORED CONCRF:rE TO MATCH PA VINO AT EXISTING VILLA UNITS FINISH TO MATCH PAVING AT EXISTING VILLA UNITS INSTALL 8" WIDE CONCRETE MOW CURB PER DETAIL C, SHEET CD-l. MANUFACTURE COLOR I FINISH NATURAL COLORED CONCRETE TO MATCH PAVING AT THE SHERATON HOTEL FINISH TO BE RETARDANT TO MATCH PAVING AT THE SHERATON HOTEL CONSTRUCT TUBULAR STEEL FENCING PER DETAIL D, SHEET CD-I. MANUFACTURE COLOR I FINISH NIA MATCH EXISTING POOL FENCING CONSTRUCT TUBULAR STEEL GATE PER DETAIL E, SHEET CD-I. MANUFACTURE COLOR I 1'1NISH NIA MATCH EXISTING POOL FENCING INSTALL NEW PLAYGROUND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF ALL REQUIRED COMPONENTS. MANUFACTURE PACIFIC PLAY SYSTEMS, INC. COLOR I FINISH TO BE SELECTED BY LANDSCAPE ARCHITECT AVAILABLE THRU NIA AVAILABLE THRU NIA AVAILABLE THRU NIA AVAILABLF: THRU NIA AVAILABLE THRU FRAZEE PAINT l-858-626-3465 AVAILABLE THRU FRAZEE PAINT l -858-626-3465 AVAILABLE THRU PACIFIC PLAY SYSTEMS,INC. 1-760-599-7355 INSTALL NEW ADA COMPLIANT ENGINEERED WOOD CHIPS OVER WEED FILTER FABRIC PER MANUFACTURER'S RECOMMENDATIONS. MANUFACTURE COLOR/ FINISH AVAILABLE THRU NIA TO BE SELECTED BY CLIENT XXX APPROVED FOR /RR/GA T/ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREA. "AS BUILT" RCE EXP. DATE REVIEWED BY: INSP[CTOR DATE /)\ ... ··--·- I SH~ET I CITY OF CARLSBAD ~ -. ----PLANNING DIVISION CONSTRUCTION NOTES AND REFERENCES FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 65 f------I APPROVED ~~1 C-r✓ t:.{\ -t\ ,.;.s-1..:, I PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OWN BY AA l PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: _ _MK_ CT.03-02 428-9Y OTHER APPROVAL CITY APPROVAL RVWD BY: MK -· or) -' 0-, -' N 0 I §l Cl) ~ .. -------------------------------------------------------------------------------------------------------------------------------------------------------"' C.M.W.D. C-2 0 0 0 0 0 © 0 E~ ~ ~ 2" CLEAR 1/2" A"' ~ O TYP. ~ ~~----<4 FACE OF BUILDING OR WALL. NOTE: 1/8" WIDE X 1/3 DEPTH OF SLAP SAWCUT JOINT AS INDICATED ON PLAN. I. SEE CONSTRUCTION REFERENCES FOR MATERJALS, COLORS ANO FINISHES. 1/4" RADIUS AT ALL CORNERS. 2. FOR CONCRETE PAVING THAT JS FOR VEHICULAR USE, CONCRETE FINISH SURFACE. #4 REBARS@ 16" O.C. IN BOTH DIRECTIONS ELEVATED ON CHA[RS CENTERED [N SLAB. 1/2" THICK FULL DEPTH FELT EXPANSION BOARD WITH EXPANDABLE CAULKING. COLOR TO MATCH PAVING. RAKE WITH SILICA SAND COATING. COMPACTED SUB BASE PER SOIL ENGlNEER'S RECOMMENDATION. DEPTH SHALL BE 6". I . ··.· ... · .. · ;•/• ·.· .. ·· ·. ··1 I . ··.~··.·. TYPICAL CONCRETE PAVING l"=l'-0" B TYPICAL CONCRETE PATIO AT BUILDING ,-:-~··--, .,,_. .--------------------------------------{ 1 6'-0" MAXIMUM SPACING O.C. 3 1/2" TYP. 0 M ' ' "' 'st- CD BUILDING w ALL, WHERE APPLIES G) 1-1/2" DIAMETER CIRCULAR STEEL TUBING TOP RAIL. G) 1-1/2" DIAMETER CIRCULAR STEEL TUBING MID RAIL. fA\ 1-1/2" DIAMETER SQUARE STEEL TUBING 'v SIDE RAIL. ATTACH TO PILASTER WITH 3/4" DIAMETERX 6" LAG BOLTS. (4 LOCATIONS) ----------+----------+-----I 12 2 ~-+t---tl-ft---tt---+t+------{ 5 e-----tt-t--+----tt---1H-----tt----+t---t+-7t------i 6 l.+--++--++--++--++-t+--++---++--++-+-+---++----+<~++---++----+++-------< 7 .-++->+----++---+++-+--++---++--++-t+--++--+------1 8 1-1/2" DIAMETER CIRCULAR STEEL TUBING POST WITH (1) 3/4" X 6" STABILIZER WELDED TO POST IN FOOTING. 1-1/2" DIAMETER CIRCULAR STEEL TUBING BOTTOM RAIL. FINISH GRADE. CONCRETE THRUST BLOCK. CROWN TOP OF FOOTING TO DRAIN. ,;\ 1-1/2" DIAMETER CIRCULAR STEEL TUBING POST WITH 0_) (2) 3/4" X 6" STABILIZERS WELDED TO POST IN FOOTING, CONCRETE FOOTING OVER COMPACTED SUBASE PER SOIL ENGINEER'S RECOMMENDATION. CROWN TOP OF FOOTING TO DRAIN. 0 3/4" DIAMETER CIRCULAR STEEL TUBING PICKETS. @ 1/2" (12.7 MM) TUBULAR STEEL RING -3-1/2" DIAMETER. NOTE: 1. SEE CONSTRUCTION REFERENCES FOR MATERIALS, COLORS AND FINISHES. 2. ALL EXPOSED MET AL COMPONENTS TO BE HOT DIPPED GALVANIZED AND RECENE (1) COAT PRIMER AND (2) COATS OF POLY-URETHANE PAINT. E VILLA/ SALES ~[~,---- ~I - ·-:--.·----·'•-'". ------ I·.·.·.· ... ··.··1•.·.·.··.· . : ' ... : --* .-. •'••*:··" . lJ-----tTtt'--"-~ . ' • .,:,-; ' 2>-------++--11 -· l.·•··· . , > " - (D INSTALL 3-1/2" THICK NATURAL COLORED CONCRETE WITH RETARDANT FINISH. ARCHITECTURAL TOPPING TO BE APPLIED TO SLAB. SEE ARCHITECTURAL PLANS. @ EXPANSION JOINT SEE DETAIL A, SHEET CD-I G) WEAKEN PLANE JOINT SEE DETAIL A, SHEET CD-1 4'-0" . . . <'i ----------------------< 1 ---------j0 2 1/2" TYP. -!:::I -M -© - ---0 --© M 0 ' ' 'st-"' --© '0 ' --0 ,,..,_ - --0 ~ --0 E-< ---{D N 111Jllli'111i'11TT11111 1i11111Tli11i'1 1i'111 Ill Ill Ill Ill===_ --_ -__ ---_ -_ --=Ill Ill 11-H----------ll0 wmwmwmwmwmwmwmw-i i1mwmwmwmwmwmwmwmwmwmwmwmw11 wmwmwmwmwrr 111=111 111-111 Ill Ill II 11=111 .. "I Ill 111=111_ 111 Ill Ill Ill '"-'" =Ill Ill "'-' 11 m._i 11 _I I I 11 '-" ·--m-"' '111 _I II_ ITT I 111 II'_,,-,,., --tt=ffi'-"ffi------------< 11 -1 I 1-'' ,_, ',_ 1==1 I l==I :1 I 1==111:::: NOTE: 1. SEE FINISH SCHEDULE FOR MATERIALS, COLORS AND FINISHES. 2. ALL EXPOSED MET AL COMPONENTS TO BE HOT DIPPED GALVANIZED AND RECEIVE (1) COAT PRIMER AND (2) COATS OF POLY-URETHANE PAINT. ELEVATION TUBE STEEL GATE ■ ToPIA L •ndsc•p e Archilcdu re.P lnuning ~444 W,pka Stn;ct.Suite470 s...,, Di~u. Califom@. 92121 rd: ~5~.◄5B.0555 1 ---------------PLAYGROUND SURFACING ~--1/2" RADIUS - ALL CORNERS PLANTING AREA JC----8" ---+--r NOTE: I. SEE FINISH SCHEDULE FOR CONCRETE INTEGRAL COLOR AND FINISH .. 2. EXPANSION JOINTS AT 20'-0" O.C. MAX SPACING WITH WEAKENED PLANE JOINTS AT 5' O.C. N.T.S. C TYPICAL MOW CURB r,-\ 1-1/2" DIAMETER CIRCULAR \V STEEL TUBING TOP RAIL. r:;\ 1-1/2" DIAMETER CIRCULAR \..::) STEEL TUBING MID RAIL. 11\ 3/4" DIAMETER CIRCULAR \...:'.J STEEL TUBING PICKETS. G) GATE HANDLE AND PANIC HARDWARE TO MATCH DETAIL AT MARBRISA POOL 0 TUBULAR STEEL FENCING. ("?\ 1-1/2" DIAMETER CIRCULAR \V STEEL TUBING SIDE RAIL. r,j\ (3) HEAVY DUTY SELF '-V CLOSING GATE HINGES. f?'., 2" DIAMETER CIRCULAR '-V STEEL TUBING BOTTOM RAIL. GATE HANDLE GUARD © PLATETOMATCHDETAIL AT SHERATON RESORT @ FINISH GRADE. @ FINISH SURFACE. ·--· 1"=1'-0" I SH!U I 3"=1'-0" APPROVED FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING F1RECJSE LOCA T/ON OF PLANTING AREA. "/\S BUILT" RCE EXP. DATE REVIEWED BY INSPECTOR DATE CITY OF CARLSBAD L!Ll PLANNING DIVISION 5 CONSTRUCTION DETAIL'l FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE Il -VILLA 65 ~ PLANNING _,, Filll: 85B.458.0554 1--~-+~-+-----------------1-----t-----l-----f--~ OWN BY: _ AA._ PROJECT NO. DRAWING NO. l:Q A California Cu,por.llion DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: MK CT.03-02 428 gy ~ .•.> __ T_u_B_E_s_T_E_E_L_F_E_N_c_IN_G_:_s_'-_o_"_H_I_G_H ____________________________________ 1_"_1_·-_o_" _________________________ • _____ D_ES-IC_N_ER_O_F_W_OR_K ____ R_E_v_1s_1_o_N_D_E_S_C_R_IP_T_I_O_N ____ O_TH·E·R-AP·P-RO-I/A-L--C-ITY-AP-PR_O_VA-L--RV-_W:::D.~_BY-'---:.=:M:K.=-=.J-~---------------------------::::::-:.::.:.~_,.~ C.M.W.D. ____ _ CD-1 ' " ~-! i ,, GENERAL NOTES RECYCLED WATER NOTES RECYCLED WATER SYSTEM (PRIVATE) SHEET INDEX SHEET TITLE ; SHEET NUMBER I. 2. 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULA TlONS. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOREATlNG AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTlNG. ; TITLE SHEET ............ , ................................................................................... 5 IRRIGATION MAINLINE MASTER PLAN I PROJECT MAP ....................... 6 IRRIGATION PLANS ............................................................................ 7 through 8 4. BEST MANAGEMENT PRACTlCES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. HOSE BIBS ARE STRICTLY PROHIBITED. CARLSBAD RANCH, PLANNING AREA 5 RESORT SITE -MARBRISA PHASE II IRRIGATION NOTES AND LEGEND ........................................................... 9 IRRIGATION DETAILS ...................................................................... JO through I! ; 0 N 5. 6. 7. 8. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POT ABLE WATER LINES ARE STRICTLY PROHIBITED. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL MAINLINE PIPES SHALL HA VE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. TO 6:00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CITY OF CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECTAPPLICATIONTHROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTlON, WHETHER BY DESIGN, CONSTRUCTlON PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. I I. lRRIGATlON HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMlNATE OVER- SPRA YING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VAL VE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SA.FETY CODE. 14. ALL IRRIGATION PIPE SHALL BE STENCILED WITH WARNING, "NON-POT ABLE OR RECYCLED WATER", COLOR-CODED(PURPLE) AND LAID WITH WARNINGTAPEANDSTENCILING ORIENTED TOW ARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONST ANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN ATLEASTTWELVEINCHESCROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINEOR LESS THAN TWELVE INCHES BELOW A POTABLE WATERLINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. 20. 21. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER TIIE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. WHEN RECYCLED WATER BECOMES AV All.ABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH Tiffi BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND TIIE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT ALLEN PRIDA AT (619) 498-2900 ORA.FTER HOURS CONTACT ALLEN PRIDA AT (619) 498-2900 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINSINCLUDINGFIREMAlNSANDANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. DRINKING FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS DO NOT EXIST ON THE SITE. 24. A PHYSICAL SEPA.RATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER SEPA.RATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT http://www.carlsbadca.gov/services/departments/water/Documents/ recycledwaterbackflowtesterlist.pdf for recycled or http://www.carlsbadca.gov/services/ departrnents/water/Documents/waterbackflowtesterlist.pdf for potable or call 4 38-2722. 26. WHEN A CROSS CONNECTION SHUTDOWN TEST IS REQUIRED, CONTRACTOR SHALL FOLLOW THE SHUTDOWN TEST METHODOLOGY OF "METHOD I" PER THE SAN DJEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH'S RECYCLED WATER MANUAL. --------PURPLE BACKROUND SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WIIERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. l. GUIDELINES FOR RECYCLED WATER USE A. IRRIGATE BETWEEN TIIE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SC!IEDULE. B. lRRIGATE IN A MANNER THAT WILL MINIMJZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INF!LTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (LE., EMPLOYING THE REPEAT FUNCTION TO BREA.K UP THE TOTAL lRRIGATlON TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIVEW ALKS. D. MONITOR AND MAINTAIN TIIE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VAL YES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATlONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CIIANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. L ALL RECYCLED WATER SPRINKLER CONTROL VAL YES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER-DO NOT DRINK" lMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: I. ATTACH TO VAL VE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENTfflED AS RECYCLED WATER SPRINKLER HEADS. G. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRlGA TION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS l" HIGH ON A PURPLE BACKROUND. TIIE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: FOR THIS PROJECT, THAT I I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THI SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THA S PROJECT AS DEFINED IN T THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. PECIFICATIONS BY THE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND S CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENV CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE lRONMENTAL HEALTH IS LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. CE WlTH THE APPROVED THESE PLANS HA VE BEEN PREPARED IN SUBSTANTIAL CONFORMAN LANSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PRO TECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. (t/;8) &,6~ REGISTRATION NO: _ _.,,e~,~~1£... __ PHONE NO: EXPIRATION DATE: ,/r1 ; DI T R BLACK LOG07 I r-1" BLACK LETTERS 36" / In Order to Conserve Water ... ----a ---- 12" X 36" SIZE (N. T.S.) WARNING RECYCLED WATER DO NOT DRINK SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR 1" BLACK LETTERS 2" BLACK LETTERS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS RECYCLED WATER IN USE DO NOT DRINK NO TOME EL AGUA WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES OE USAR 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS DIAL TOLL FREE 1 -800-422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CARI ... SBAD MUNICIPAi. i;fad,l:AA WATER PROJECT MAP LEGEND R"' N RC POTABLE WATER METER RECYCLED WATER METER BACKFLOW PREVENTION DEVICE INSTALL PER CMWD POTABLE WATERLINE RECYCLED WATERLINE RECYCLED WATER PRESSURE SUPPLY LINE -F-S-FIRE SERVICE LINE [ZZ] /',, RECYCLED WATER USE AREA DO NOT DRINK SIGN NOTE: SITE TOO LARGE TO SHOW IN THIS AREA. NOT TO SCALE -OUTDOOR EATING AREA (PROTECTED AGAINST CON- TACT WITH RECYCLED WATER) SEE SHEET 1-0.0 FOR PROJECT MAP/IRRIGA TlON MAINLINE MASTER PLAN WATER EFFICIENT LANDSCAPE DECLARATION: INSPECTION PROCEDURES: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND lRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HA VE PREPARED Tl-IIS PLAN IN COMPLIANCE WITH THOSE REGULA TIO NS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMP ,MENTS THOSE REGULA TlONS TO PROVIDE EFFICIENT USE OF WATER. INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCIIITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTlONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERTIFICATION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. FAX THE "CERTIFICATION OF COMPLETION" FORM TO (760) 944-8943. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602. BY: PHO NO: REGISTRATION NO: a/ r;, EXPIRATION DATE: ~~c,:i'J....::~::..,,/2LL..1-'-----------~ INSPECTION PROCEDURES L DISTRICT CONSTRUCTION INSPECTlON SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTlCALL Y). B. PIPE IDENTIFICATION. C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKJNGS, INCLUDING PROPER QUICK COUPLERS. AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARD ED TO THE COUNTY HEAL TH DEPARTMENT PRIOR TO FINAL INSPECTlON APPROVAL. 2. DISTRICT FINAL INSPECTlON SHALL INCLUDE: A. SIGNAGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. C. TAGGING OF VALVES. D. COVERAGE TEST AFTER COMPLETlON OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED. L COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECTlON SHALL INCLUDE: A COMPLETE INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINAL INSPECTlON. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DISTRICT DEVELOPERS NAME: ------· ---.. - ADDRESS ~j/;J-TELEPHONE: ------~- DATE DATE DATE PLAN PREPARED: INITIAL --·-· \ -- OF OCEANSIDE CITY HIGHWAY ,_ . ·-l 78 ~ ~ ~ -'A -y~ '-.--- r 0 ')_ O Q_ C-4 ___ .<' ~ '<--o"' ""'"'o ¼ '.I T ,< :,, ~ '< :Y ~---~-HIDDEN ~'° CITY VALLEY ROAD J -~ ~ ROAD ,'<--'<cfo-~ \0 \ PROJECT NOT TO SCALE OF VISTA I---- ;;, '<--0 CITY OF r)~'" SITE v, i:;Q~~ \ SAN MARCOS \~ ALGA cl \)\~ 0l , ___ -,._'< ~ Ai ... ·-·-·,·.-.· ~ PACIFIC ~ ~~ cosr~ _/~ ,,,'< l 0 OCEAN ~ 0 "' __,.____ ti! CITY OF ENCINITAS~ VICINITY MAP ----- . ---------- -------· ·- DATE INITIAL DATE INITIAL REVISION DESCRIPTION 1-0 APPROVED FOR IRRIGATION AND PL/\NTINC ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION ~,....-7 5-/-IS- GLENN LEEKS DATE ENVIRONMENTAL HEALTH SPECIALIST "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 5 15 Pl.ANNING DIVISION SHEETS PRIVATE (ONSITE) RECYCLED WATER SYSTFM FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 65 APPROVED (..;.£,~ C\ ~ jS~~cr2ii:: i;. 7. j.:;' PLANNING DATE DRWN BY: AA PROJECT NO. DRAWING NO. CHCKD 8Y: <r) ,... ' °' ,... ' N 0 ~ ~ TYPICAL SIGNS DISTRICT ENGINEER CT.03-02 428-9Y BY: [NGINEER OF WOF~K OTHER APPROVAL CITY APPROVAL MK ---------------------------------------------------...1~ ATION METER NO.: RI METER SIZE: 2" METER ELEVATION: 182 STATIC PRESSURE· 86.86 PSI METER TYPE: . RECYCLED STREET ST A TIONING· 45+60.00 METER "Rl II FINAL RECYCLED WATER POINT OF CONNECTION FOR VILLA 65 (FUTURE CONNECTION) ,?00 300 400 NOTE: NO NEW WATER METERS MAINLINE, BACKFLOW , PREVENTERS, GATE VALVES OR OUTDOOR EA TING ARE IN THIS SUBMITTAL AS ■ ~ :.•pie• ~~I• Suitc470 ei;o' Cal11iimi~. '12121 frl: 858.458 0555 !-'ax: 858.458'.0554 A Califomi• Corpocuiun ■ NOTE- FOR ADDITIONAL METE ~~1~?~~~~~CJION,~i1:T~~~:I~~i:;1~0ING METER INFORMA TION METER NO.: R2 METER SIZE-2" METER ELEVATION· STA TIC PRESSURE· . 197 80.41 PSI METER TYPE-. RECYCLED STREET STATIONING: 42+93.08 LEGEND: SYMBOL • -·-·-·-·-·- ••••••••••••••••• ,_ ■ II ■ ■ ■ ,_ II ■ • ................ .,,11 .. , ........ ,,. cm lf11 li2! [ill] Dill -------- --·----·---~ DESCRIPTION NEW "DO NOT DRINK" SIGNAGE EXISTING RECYC MARBRISA PHAsi7~ MAINLINE FOR ~~~~~:~~1:~~IMAINLINE FOR EXISTING RECYCLED AND PHASE 1 MAINLINE FOR SLOPES EXISTING POTABLE AND PHASE l MAINLINE FOR SLOPES EXISTING TEMPORARY (FUTURE CONNECTION ,;g~EETCTION TO FIRE HYDRANT ERRl) EXISTING POTABLE P.O.C. / WATER METER (3 TOTAL) EXISTING RECYCLED p O C I · · · WATER METER EXISTING IRRIGATION GATE VAL VE EXISTING "DO N OT DRINK" SIGNAGE EXISTING RECYCLE SLEEVING FOR STRED WATER MAINLINE ET CROSSING AREAS PROPOSED FOR RECYCLED WATER LIMIT OF WORK (2 TOTAL) APPROVED roR /RR/GA TION ANO PLAN TING ONLY, INCLUO!AIG PRECISE LOCATION or PLANTING ARE A. BACKFLOW PREVE::;.,oN EQUIPMENT SUCH AS SENSOR, SEE APPROVE~•~¢.;TER VALVE AND FLOW AND APPROVED CITY ORA WIN~RA# WING #428-9L, SHEET 5 428-9T, SHEET 15. "AS BU IL T" 1 DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RCE __ _ EXP. ___ _ DATE REVllWED BY: INSPECTOR DATE CITY OF CARLSB PLANNING DIVISION AD ~ L1_U PROJECT MAP /IRRIGATION MAINIJNE I APPROVED: PLANNING OWN BY _AA_ PROJECT NO DRAWING NO. CHKD BY· MK RVWD BY: MK CT.03-02 428-9Y C.M.W.D. I-0.0 N 0 20 40 60 80 ■ ToPIA L • n ds eape A re hi lee tu ru. P l~nning 9444 W"Plcs S1tet:1, Suite 470 S"" Di~gu. C.i.lifom;... 92!21 Tele 858.458.0555 1'"11: 858.458.0554 A Califom;• Corporation NOTES: I. FOR IRRIGATION NOTES, SEE SHEET ID-I. 2. FOR IRRIGATION LEGEND, SEE SHEET ID-I. 3. FOR IRRIGATION DETAILS, SEE SHEETS ID-2 TO ID-3. 1 '----'----- ~-------METER INFORMATION (EXISTING) METER NO.: TEMP NOTE: METER SIZE: 2" TEMPORARY ~M_E_T_E_R-EL_E_V_A_T_l_O_N_:-+-2-0-9.-82-------1 HYDRANT CONNECTION STATIC PRESSURE: 73.23 PSI APPROVED BY ~M_ET_E_R_TY_PE_: __ ----1_P_O_T_A_B_L_E __ --1 THE CITY OF STREET STATIONING: 09+21.63 CARLSBAD METER INFORMATION (EXISTING) METER NO.: P2 METER SIZE: l" METERELEVATION: 210.20 STATIC PRESSURE: 73.0 PSI METER TYPE: POTABLE STREET STATIONING: 09+26.35 METER INFORMATION (EXISTING) METER NO.: P3 METER SIZE: l" METERELEVATION: 212.51 STA TIC PRESSURE: 72.13 PSI METER TYPE: POTABLE STREET STATIONING: 09+78.01 NOTE: FOR ADDITIONAL METER INFORMATION INCLUDING POINT OF CONNECTION, STATIC PRESSURE AND ADDITIONAL IRRIGATION EQUIPMENT SUCH AS BACKFLOW PREVENTER, MASTER VAL VE AND FLOW SENSOR, SEE APPROVED CITY DRAWING #428-9L, SHEET 5 AND APPROVED CITY DRAWING #428-9T, SHEET 15. I SH~ET I APPRO VEO tOR !RR/GA TION ANO PLANTING ON/_ Y, /NC/UD!NG PRECISE LOCA T!ON or PLANTING AHEA. "AS BU IL T" RCE FXP. DATE REVltWED 13Y: INSPECTOR DATE CITY () F' CARLSBAD ~ PLANNING DIVISION 5 IRRIGATION PLANS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 65 f------+-------l------------------1-------1------l---+-----------' I APPRO~~-~G f;ll ~it 1--------+--+-----------------l-----l--------l---+------I PLANNING ?-~-I~ I ~ DATE INITIAL DATE INITIAL DATE INITIAL ~ DWN BY: AA PROJECT NO. DRAWING NO. CHKD BY: _MK --■ REVISION DESCRIPTION ~, L.-----------------------------------------------------------------------------~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:..~D;;;E;;;SIG;;;N;;;ER;;;O;;;F;;;W;;;O;;;RK~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~OT;;;HE;;;R;;;A;;;PP;;;RO;;;V;;;AL;;;;;C;;;IT;;;Y ;;;AP;;;P;;;RO;;;V;;;AL;!;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;.J ~ CT.03-02 428-9Y RVWD BY: M.K ... C.M.W.D. ____ _ 1-1 CAL 10 60 80 ■ ToPIA . L•nJocapc A,ch i toe I urc,Plann,ng 9444 Waples su.,,1. _suit.: ◄70 Son Diego _ Califorrua -9212! Tei: 85&.◄58.0S55 Fu; 85H,458.0554 /1. Califomi• Cmp<>rl(tion ■ NOTES: NOTES SEE SHEET ID-I. 1. FOR IRRIGATION ' EE SHEET ID-I. 2. FOR IRRIGATION LEG~~&' ~EE SHEETS ID-2 TO ID-3. 3. FOR IRRIGATION DET , 1 APPRO V[O FOR !RR/GA TION ANO PLAN TING ONL y INCLUDIA/G PR[CIS[ LOCATION OF PLANTING AREA. "AS BUILT " RCE. EXP. -DATE REVIEWED BY: INSPECTOR DA rE LH~ET] CIT'Y OF' CARLSBAD ~ PLANNING DIVISION MARBRISA PHASE II -VILLA 65 i;-.,.;.1.:; I r==f==+=--:==============t~~~~f§=J~~ AA I PROJECT NO. DWN BY: -UV 02 r~;;=f;;;i===~~=~~~~~:-----t~~~~~~S~i~~D;:;A~T~E~?~~INfl)TV~IAALtjl_ CHKD BY: MMKK CT. 03-DATE INITIAL RVWD BY: OTHER APPROVAL CITY APf'ROVAL DATE INIIIAL REVISION DESCRIPTION DESIGNER OF WORK I DRAWING NO. 428-9Y C.M.W.D. IB-1 IRRlGATION.I~OTES: J _ ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PA VINO SHALL BE INSTALLED [N SEPARATE SLEEVES_ MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED_ CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING_ SLEEVE SIZES FOR lRRIGATION LINES SHALL BE A MINIMUM OF TWO TIMES THE SIZE OF THE LINE IT SERVES_ 2_ ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE40OR 80 PIPE AND SHALL BE INSTALLED PRIOR TO PA YING_ MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS A_ PRESSURE LINES *LESS THAN 3" IN DIAMETER-18" COVER *3"-5-1/2" IN DIAMETER-24" COVER *6" OR GR.EATER IN DIAMETER -36" COVER B. LATERAL LINES -12" COVER C_ SLEEVES UNDER ROADS *6" OR LESS IN DIAMETER -36" COVER *GREATER THAN 6" IN DIAMETER -48" COVER D_ SLEEVES UNDER PAVING (NON-ROADS): SAME AS "A" ABOVE SLEEVES UNDER ROADS *6" OR LESS IN DIAMETER -36" COVER *GREATER THAN 6" IN DIAMETER -48" COVER SCHEDULE 80 PVC SLEEVES UNDER PA VINO (NON-ROADS) *LESS THAN 3" IN DIAMETER-18" COVER *3"-5-1/2" IN DIAMETER-24" COVER *6" OR GREATER IN DIAMETER -36" COVER SCHEDULE 40 PVC 3_ PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS_ NO SUBSTITUTIONS Of' SMALLER PIPE SIZES SHALL BE PERMlTfED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED_ ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION_ 4_ 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS_ THE lRRIGATION CONTRACTOR St!ALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER_ 5_ ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED_ 6_ THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC_ 7_ THJS DESIGN IS DIAGRAMMATIC_ ALL PIPING, VALVES, ETC_, SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE_ THE CONTRACTOR SHALL LOCATE ALL VAL YES IN SHRUB AREAS_ 8_ IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES_ THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HJS WORK_ HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PA VINO, ETC. 9_ DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HA VE BEEN CONSIDERED IN THE ENGINEERING_ SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE A TIENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE_ IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY_ 10_ ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 11. THE SPRINKLER SYSTEM DESIGN IS BASED ON AMJNIMUM OPERATING PRESSURE OF 80 PSI AND A MAXIMUM FLOW DEMAND OF 75_0 GPM_ THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND '11ili ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE_ 12_ CONTRACTOR SHALL INCLUDE IN HIS BID AN ADDITIONAL CONTROL WIRE FROM THE CONTROLLER TO EACH VALVE ON THE SYSTEM_ 13_ INSTALL POP UP HEADS WITHIN IO' OF ALL PEDESTRIAN USE AREAS_ J 4_ INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE_ 15_ 16_ FINAL AS-B\JILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES_ WHEN A CROSS CONNECTION SHUTDOWN TEST IS REQUIRED, CONTRACTOR SHALL FOLLOW THE SHUTDOWN TEST METHODOLOGY OF "METHOD I" PER THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH'S RECYCLED WATER MANUAL_ IRRIGATION LEGEND: SYMBOL MFG.-MODEL NUMBER/DESCRIPTION PSI -opM-RADIUS NOZZLE 0 RAINBIRD 1804-NP-SAM-l5F TURF POP UP, 360° 25 3.30 14FT 15F Cl RAINl3IRD 1804-NP-SAM-ISH TURF POP UP, 180° 25 1.65 14FT 15H D RAINBIRD 1804-NP-SAM-lSQ TURF POP UP, 90" 25 o_s2 14FT 15Q ~ RAINBIRD 1804-NP-SAM-ISV TURF POP UP, 180" 25 1.65 14FT 15V 0 RAINBIRD l804-NP-SAM-12F TURF POP UP, 360° 25 2.40 11 FT l2F 6 RAINBIRD l804-NP-SAM-12HTURF POP UP, 180° 25 1.20 11 FT 12H Ill RAINBIRD l 804-NP-SAM-12Q TURF POP UP, 90° 25 0_60 11 FT l2Q lil RAINBIRD l804-NP-SAM-12V TURF POP UP, 180° 25 1.20 llFT 12V El RAINBIRD 1804-NP-SAM-l0F TURF POP UP, 360° 25 1.44 9FT I0F 6 RAINBIRD 1804-NP-SAM-I0H TURF POP UP, 180° 25 0_72 9FT I0H 0' RAINBIRD 1804-NP-SAM-I0Q TURF POP UP, 90° 25 0_36 9 FT I0Q ~ RAINBIRD 1804-NP-SAM-I0V TURF POP UP, 180° 25 0_72 9 FT I0V EB RAINBIRD 1804-NP-SAM-SF TURF POP UP, 360° 25 0_96 7 FT SF -RAINBIRD 1804-NP-SAM-SH TURF POP UP, 180° 25 0.47 7 FT 8H • RAINBIRD 1804-NP-SAM-SQ TURF POP UP, 90° 25 0_24 7 FT 8Q I'll, RAINBIRD l804-NP-SAM-8V TURF POP UP, 180° 25 0.47 7FT sv .. RAINBIRD 1812-NP-lSEST SHRUB POP UP, END STRIP 25 0.56 4Xl4 FT l5EST B RAINBIRD 1812-NP-ISSST SHRUB POP UP, SIDE STRIP 25 l.ll 4X28FT l5SST @ RAINBIRD 1812-NP-SFB SHRUB POP UP, BUBBLER 25 1.5 5 FT 5FB @ RAINBIRD 1812-NP-SHB SHRUB POP UP, BUBBLER 25 1.0 5FT 5HB ©) RAINBIRD 1812-NP-SCST-B SHRUB POP UP, BUBBLER 25 o_s 5FT 5CSTB Q RAINBIRD 1812-NP-SAM-ISF SHRUB POP UP, 360° 25 3_30 l4FT !SF Q RAINBIRD 1812-NP-SAM-ISH SHRUB POP UP, 180° 25 1.65 l4FT 15H ~ RAINBIRD 1812-NP-SAM-ISQ SHRUB POP UP, 90° 25 0_82 14FT 15Q (,ii) RAINBIRD 1812-NP-SAM-ISV SHRUB POP UP, 180° 25 1.65 14 FT 15V ~ RAINBIRD l812-NP-SAM-12F SHRUB POP UP, 360° 25 2.40 11 FT l2F G) RAINBIRD l8l2-NP-SAM-l2H SHRUB POP UP, 180° 25 1.20 II FT 12H ~ RAINBIRD l812-NP-SAM-12Q SHRUB POP UP, 90° 25 0.60 11 FT 12Q ~ RAINBIRD 18l2-NP-SAM-l2V SHRUB POP UP, 180" 25 1.20 11 FT 12V ~ RAINBIRD 1812-NP-SAM-I0F SHRUB POP UP, 360° 25 1.44 9FT IOF ~ RAINBIRD 1812-NP-SAM-IOH SHRUB POP UP, 180" 25 0_72 9 FT LOH ~ RAINBIRD 1812-NP-SAM-I0Q SHRUB POP UP, 90° 25 0.36 9FT I0Q ~ RAINBIRD 1812-NP-SAM-IOV SHRUB POP UP, 180" 25 0_72 9FT IOV @ RAINBIRD 1812-NP-SAM-SF SHRUB POP UP, 360° 25 0_96 7FT SF ~ RAINBJRD 1812-NP-SAM-8H SHRUB POP UP, 180° 25 0.47 7 FT SH (j RAINBIRD 1812-NP-SAM-SQ SHRUB POP UP, 90° 25 0.24 7 FT SQ ~ RAINBIRD 1812-NP-SAM-SV SHRUB POP UP, 180° 25 0.47 7FT 8V ~ RAINBIRD 1812-NP-SAM-SF SHRUB POP UP, 360° 25 0.36 4FT 5F @ RAINBIRD 1812-NP-SAM-SH SHRUB POP UP, 180° 25 0.18 4FT 5H 9 RAINBIRD 1812-NP-SAM-SQ SHRUB POP UP, 90° 25 0.09 4FT SQ V RAINBIRD PA-8S-NP-l5F SHRUB SPRAY, 360° 25 3.30 l4FT l5F V RAINBIRD PA-8S-NP-15H SHRUB SPRAY, 180° 25 1.65 l4FT 15H V RAINBIRD PA-8S-NP-15Q SHRUB SPRAY, 90° 25 0_82 14 FT 15Q w RAINBIRD PA-8S-NP-l5V SHRUB SPRAY, 180° 25 1.65 14 FT 15V "' RAINBIRD PA-8S-NP-l2F SHRUB SPRAY, 360" 25 2_40 11 FT 12F w RAINBIRD PA-8S-NP-l2H SHRUB SPRAY,, 180° 25 1.20 II FT I2H w RAINBIRD PA-8S-NP-l2Q SHRUB SPRAY, 90° 25 0_60 11 FT l2Q w RAINBJRD PA-8S-NP-l2V SHRUB SPRAY,, 180" 25 1.20 II FT 12V "' RAINBIRD PA-SS-NP-IOF SHRUB SPRAY, 360° 25 1.44 9 FT I0F "' RAINBIRD PA-8S-NP-I0H SHRUB SPRAY, 180° 25 0_72 9FT !OH w RAINBIRD PA-8S-NP-IOQ SHRUB SPRAY, 90° 25 0_36 9 FT IOQ w RAINBIRD PA-8S-NP-I0V SHRUB SPRAY, 180° 25 0_72 9FT I0V w RAINBIRD PA-SS-NP-SF SHRUB SPRAY, 360° 25 0_96 7 FT SF ... RAINBJRD PA-SS-NP-SH SHRUB SPRAY, 180° 25 0.47 7 FT 8H ... RAINBIRD PA-8S-NP-8Q SHRUB SPRAY, 90° 25 0_24 7 FT SQ 'I' RAINBJRD PA-SS-NP-SV SHRUB SPRAY, 180° 25 0_47 7 FT sv NOTE: I. NOZZLES SHALL BE MODIFIED AS NECESSARY TO CREATE MATCHED PRECIPITATION RATES 2_ "NP" DESIGNATION IS FOR USE ON RECLAIMED (NON-POTABLE) SYSTEM. ■ ToPIA L anrlso ape Arc hi 1cc lure. P lanniog 9444 Waplco SW.>:l. Suili:470 S:lll Diego Cnlifomi.o. 92121 Tei: 838.458.0555 NOTES SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL B SEE DETAIL B SEEDETAILB SEE DETAIL B SEE DETAILB SEEDETAILB SEEDETAILB SEE DETAILS SEEDETAILB SEE DETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEE DETAIL B SEEDETAILB SEE DETAILS SEE DETAIL B SEEDETAILB SEE DETAIL B SEE DETAILB SEE DETAILB SEE DETAIL B SEEDETAILC SEEDETAILC SEEDETAILC SEE DETAIL C SEE DETAIL C SEEDETAILC SEE DETAILC SEEDETAILC SEE DETAILC SEE DETAILC SEE DETAIL C SEE DETAILC SEE DETAILC SEEDETAILC SEE DETAILC SEEDETAILC IRRIGATION LEGEND (CONTINUED): SYMBOL MFG. ~ RAINBIRD @ NELSON = KB! RWSIGN APPROVED --·-·-·-·-APPROVED -----APPROVED ----- ---------APPROVED ---------APPROVED ---------APPROVED [g] EXISTING ~ EXISTING ........ " ...... ,. ..... EXISTING @ EXISTING ~ EXISTING ~ EXISTING ----EXISTING @ EXISTING ~ EXISTING ~ EXISTING ~ RAINBIRD ~_,. x([) l X MODEL NUMBER/DESCRIPTION PSI GPM RADIUS NOZZLE NOTES PESl3-R SERIES REMOTE CONTROL VALVES -SEE PLAN FOR SIZE SEE DETAIL D NELSON 7645 QUICK COUPLER VALVE -RECYCLED SEE DETAIL E CV SERIES ADJUST ABLE INLINE CHECK VALVES PER MANUFACTURER RECYCLED WATER SIGN SEEDETAILF RECYCLED PVC SCH 40 (PURPLE PIPE) LATERAL LINE, SEE PLAN FOR SIZE SEEDETAILG FOR RECYCLED SLEEVE SIZING, SEE IRRIGATION NOTE #1, THIS SHEET SEE DETAILG COMMUNICATION CABLE -PAIGE MAXICAl3LE IN I" CONDUIT PER MANUFACTURER FLOW SENSING CABLE-PS ELECTRIC P7162D IN I" CONDUIT PER MANUFACTURER MODEM LINE FOR MAXICOM PER MANUFACTURER IRRIGATION CONTROLLER PER MARBRISA PHASE II -VILLA 69 LANDSCAPE PLANS_ SEE CITY PROJECT NUMBER CT.03-02, DRAWING NUMBER 428-9U_ TEMPORARY CONNECTION TO FIRE HYDRANT -CITY APPROVED SEE APPROVED MARBRISA PHASE II PLANS -DRAWING #428-9T RECYCLED MAINLINE PER SLOPE REVEGETATION/EROSION CONTROL PLANS_ SEE CITY PROJECT NUMBER CT_03-02, DRAWING NUMBER 428-9L. QUICK COUPLER VALVE PER SLOPE REVEGETATION/EROSION CONTROL PLANS. SEE CITY PROJECT NUMBER CT_03-02, DRAWING NUMBER 428-9L. GATE VALVE PER SLOPE REVEGETATION/EROSION CONTROL PLANS. SEE CITY PROJECT NUMBER CT_03-02, DRAWING NUMBER 428-9L. REMOTE CONTROL VALVE PER SLOPE REVEGETATION/EROSION CONTROL PLANS_ SEE CITY PROJECT NUMBER CT_03-02, DRAWING NUMBER 428-9L. RECYCLED MAINLINE PER MARBRISA PHASE II LANDSCAPE PLANS. SEE CITY PROJECT NUMBER CT_03-02, DRAWING NUMBER 428-9T. QUICK COUPLER VAL VE PER MARBRISA PHASE II LANDSCAPE PLANS_ SEE CITY PROJECT NUMBER CT_03-02, DRAWING NUMBER 428-9T_ GATE VALVE PER MARBRISA PHASE II LANDSCAPE PLANS_ SEE CITY PROJECT NUMBER CT_03-02, DRAWING NUMBER 428-9T_ REMOTE CONTROL VALVE PER PER MARBRISA PHASE II LANDSCAPE PLANS. SEE CITY PROJECT NUMBER CT_03-02, DRAWING NUMBER 428-9T_ (3) RWS-BCG ROOT WATER SYSTEM UNITS 25 0_25 SEE DETAIL! VALVE/CONTROLLER SEQUENCE GALLONS PER MINUTE 7 VALVE SIZE APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLAAITING AREA. "AS BUILT" RCE EXP_ DATE REVIEWED BY: INSPECTOR OATF I SH~ET I CITY OF CARLSBAD m PLANNING DIVISION IRRIGATION NOTES AND LEGEND FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 . MARBRISA PHASE II -VILLA 65 t----------t------t------------+----+----+---+----------, f PPROVED· 1~il lr. E:LL=:it ""~~ lPLANNINC -------- '?· i:;. i.:; I ------------:-::-=--=-~-----~---=-~=======;-;::::======'. ACaliforni.o.CorpQT.ilimt DATE INITIAL § Fax: 858.438.0554 AA OWN BY: PROJECT NO_ DATE INITIAL DATE INITIAL CHKD BY MK DRAWING NO_ -----· ■ DESIGNER OF WORK REVISION DESCRIPTION rn ..._ ____________________________________________________________________________ ... ~ I CT.03-02 OTHER APPROVAL CITY APPROVAL RVWD BY: MK I 428-9Y C_M_W_D_ ID-1 -------·----- A TURF POP-UP FINISH GRADE(fOP OF MULCH POP-UP SPRAY SPRINKLER: RAIN BIRD 1804 -SAM WNANNOZZLE AND PURPLE NON-POTABLE CAPS ON ALL HEADS USING RECYCLED WATER PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL PVC SCH 40 STREET ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) IG ,,,1 PVC SCH 40 STREET ELL PVC LATERAL PIPE PVC SCH 40 TEE OR ELL ,,--FINISH GRADE/TOP OF MULCH QUICK-COUPLING VALVE: N.T.S. B ,,--RECLAIMED: NELSON MODEL 7645 NOTE: ,,--VAL VE BOX WITH COVER: 6-INCH SIZE. USE PURPLE VALVE BOX FOR RECLAIMED (R.C.) WATER. ,--PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ,,,--3-INCII MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL ,,,--PVC SCH 40 STREET ELL ,,,--BRICK(! OF2) .,,,--PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL ~---PVC SCH 40 TEE OR ELL ~------PVC MAINLINE PIPE ~----------PVCSCH40ELL ~------------2" x 2" REDWOOD STAKE WI STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM I. FURNISH FITTINGS AND PIPING NOM!NALL Y SIZED IDENTICAL TO NOMINAL QUICK COUPLING VAL VE INLET SIZE. 2. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. E QUICK COUPLING VALVE -RECYCLED N.T.S. F _,----PLANT MATERIAL FINISH GRADE/TOP OF MULCH __..--POP-UP SPRAY SPRINKLER: RAIN BIRD 1812 WITH 1800 VPC WITH RAIN BIRD ROTARY NOZZLE AND PURPLE NON-POTABLE CAPS ON ALL HEADS USING RECYCLED WATER PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL PVC SCH 40 STREET ELL ----PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) '/Jliiir-PVC SCH 40 STREET ELL PVC LATERAL PIPE PVC SCH 40 TEE OR ELL NOTE: I. A SWING PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 4 GPM. I= a.t =7 .. _;-;-.:.,c NOTE: PLASTIC NOZZLE: RAIN BIRD 1800 SERIES .,.-----WITH PURPLE NON-POT ABLE CAPS ON ALL HEADS USING RECYCLED WATER _,------PLASTIC SHRUB ADAPTER: RAIN BIRD MODEL PA-8S .,.-----PLANT MATERIAL ~--FINISH GRADErTOP OF MULCH __..---UV RADIATION RESISTANT PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) .-----PVC SCH 40 ELL __.-----PVC SCH 40 STREET ELL .,.-----1/2-INCH PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) .-----PVC SCH 40 STREET ELL "''r---PVC SCH 40 TEE OR ELL ~--PVC LATERAL PIPE I. A SWING PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 4 GPM. SHRUB POP-UP: FLAT N.T.S. C SHRUBSPRAYHEAD:FLAT N.T.S. D G ~ VJ 0 "' ' 0 .,. /1, 0 f- 0 f- 0 ' N CL 18" W~G WAlER 4 DO NO DRINK -+-----RECLAIMED WATERS!GN ,----+-----ATf ACH SIGN TO POST WI (2) . '.j <J 1/4" CARRIAGE BOLTS 3" FROM TOP AND BOTTOM OF SIGN 3" GALVANIZED STEEL POST SLOPE TO DRAIN AWAY FROM POST FINISH GRADE f-4~----COMPACTION PER GEOTECHNICAL REPORT -i-------CONCRETE FOOTING RECYCLED WATER SIGNAGE N.T.S. NOTES: MAINLINE, LATERAL, AND W!RING IN MAINLINE PIPE LATERAL PIPE THE SAME TRENCH . I /!clr/!\il",'r'----'m~'!t--'-WARNING TAPE v [;'. [;'. r:: r,;; - 1== -r1- RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUNDLE AT 10-FOOT INTERVALS. SECT!ON VIEW PLAN VIEW ALL SOLVENT WELD PLASTIC PlP!NGTO BE SNAKED!N TRENCH AS SHOWN.---' I. SLEEVES SHALL BE PER IRRIGATION NOTES ON SHEET ID-I. 2. RECLAIMED SYSTEMS TRENCHING DETAILS SHALL PROVIOE FOR TWO LAYERS OF WARNING TAPE RUNNING CONTINUOUS ALONG THE ROUTE OF THE MAINLINE. ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF THE MAINLINE PIPE AND ONE 12" ABOVE THE TOP OF THE MAINLINE. WIRING IN CONDUIT i. [fut ., -I Jiff -~-- WIRE W/O CONDUIT TIE A 24-!NCH LOOP IN ALL WIR!NG AT CHANGES OF DIRECTION OF 30° OR GREATER. UNTIE AFTER ALL CONNECTIONS HA VE BEEN MADE. MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS A. PRESSURE LINES *LESS THAN 3" IN DIAMETER -18" COVER *3"-5-1/2" IN DIAMETER-24" COVER *6" OR GREATER IN DIAMETER -36" COVER B. LATERAL LINES -12" COVER C. SLEEVES UNDER ROADS *6" OR LESS IN DIAMETER -36" COVER *GREATER THAN 6" IN DIAMETER -48" COVER D. SLEEVES UNDER PAVING (NON-ROADS): SAME AS "A" ABOVE SLEEVES UNDER ROADS *6" OR LESS IN DIAMETER -36" COVER *GREATER THAN 6" IN DIAMETER -48" COVER SCHEDULE 80 PVC SLEEVES UNDER PAVING (NON-ROADS) *LESS THAN 3" IN DIAMETER-18" COVER *3"-5-1/2" IN DIAMETER-24" COVER *6" OR GREATER IN DIAMETER -36" COVER SCHEDULE 40 PVC PIPES, WIRES, AND TRENCHING N.T.S. ■ ToPIA 944-1 W ,plCII Stn>..-t , Sulc,,, 470 5.., Diego .C;clifomia.92121 Tel: 858.458.0555 A C.Jifurni~ Curpon&tiun /1\ -··· ... --.. -----·-··- DATE INITIAL -- ,,----30-fNCH LINEAR LENGTH OF WIRE, COILED ,,---WATER PROOF CONNECTION (I OF 2) ,,---ID TAG .,,---VALVE BOX WITH COVER: 12-INCH SIZE ;,.,,,'1=!1!~--FINISH GRADE(fOP OF MULCH ,,---REMOTE CONTROL VAL VE: RAINB!RD PEB WITH PURPLE VALVE BOX AND TAGS WHEN USED WITH RECYCLED WATER ,,---PVC SCH 80 NIPPLE (CLOSE) ,,---PVC SCH 40 ELL .,,---PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ~~,-.,,r---BR!CK(l OF4) SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL PVC MAINLINE PIPE '-----PVC SCH 40 TEE OR ELL '----BRASS UNION '----PVC SCH 40 MALE ADAPTER '-----PVC LATERAL PIPE '-------3.0-INCll MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL REMOTE CONTROL VALVE N.T.S. APPROVCD FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING /\REA. "AS BUii i" F<CE EXf" DATE REVIEW[D BY: INSPECTOR DATE I s~~ET I CITY OF CARLSBAD SHEC:lS 15 PLANNING DIVISION IRRIGATION DETAII.5 FOR: CARLSBAD Ri\NCR PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 65 -·--I APPROVED: ~~\ Cr-J::ll.4{ c,, -~ ·'">· h PLANNING --·----------. OWN BY: AA PROJ[CT NO. DRAWING NO. OAIE INITIAL DATE INITIAi. CHKD BY: MK I ~ ~ ~ I I REVISION DESCRIPTION CT.03-02 428-9Y DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: MK_ ._ ________________________________________________________ . ____________________________________ ...... ~ C.M.W.D. ____ _ ID-2 ' ,I, STREET SURFACE 3.5 FEET POTABLE SERVICE LINE Ji (SEE IMPROVEMENT rDRAWINGS) µ,. .. _ ---"' --.. __ -·--# RECYCLED WATER ~ IRRIGATION MAINLINE WITH SLEEVE NOTE: 12" MINIMUM REQUIRED VERTICAL SEPARATION ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED IN: "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS" OCTOBER 1993 POTABLE MAINLINE CROSSING TYPICAL STREET CROSSING SIDEWALK APPROX. 8" POTABLE-~ SERVICE LINE METER BOX WITH METER 12" MINIMUM 10' MINIMUM TO I __ POTABLE MAINLINE --1=-~ IN STREET RECYCLED WATER IRRIGATION MAINLINE WITH SLEEVE NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POT ABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. POTABLE SERVICE LINE CROSSING N.T.S. I ~--------4-INCH GRATE (INCLUDED) ~--------BUBBLER: RAIN BIRD 140l 0.25 GPM (INCLUDED) ~-------ROOT WATERING SYSTEM: RAIN BIRD RWS-BCG (INCLUDES l401 0.25 GPM BUBBLER WITH RISER, CHECK VAL VE, GRATE, SWING ASSEMBLY, l/2" MALE NPT INLET, AND BASKET CANISTER) '--------FINISH GRADE ___..-----CHECK VALVE (INCLUDED) ..,.--------1/2-INCH PVC SCH 80 NIPPLE (INCLUDED) ..,.-------1/2-lNCH 90-DEGREE ELBOW (INCLUDED) ~----12-INCH SWING ASSEMBLY (INCLUDED) ~-1/2-INCH MALE NPT INLET (INCLUDED) ~-PVCSCH40TEEOREL ~-----LATERALPIPE ~--------4-INCH BASKET WEA VE CANISTER (INCLUDED) o~g ... _, a:, 7 5 6 5 1-------l~ 2 10 NOTES: 1. UNLESS SPECIFIED OTHER'MSE, FITINGS AND PIPE SIZES SHALL MATCH WATER SERVICE DIAMETER. 2. THREADED JOINT FITTINGS (NPT) MAY BE USED IN PLACE OF SOLDERED JOINTS SHOWN ON THIS DRA'MNG. 9 ITEM DESCRIPTION (SEE NOTES) 1 COPPER x COPPER UNION 2 COPPER TEE 3 MALE x COPPER ADAPTER 4 BALL VALVE 'MTH HAND LEVER 5 TYPE L COPPER 6 1.5" FIRE HOSE FITTING 7 BALL VALVE 'MTH PADLOCK 'MNG 8 C x C x C TEE 9 3 / HOSE BIB OR TEST COCK 10 MIP ADAPTER ROOT WATER SYSTEM N.T.S. J BYPASS TEE FOR RECYCLED WATER TESTING WORST CASE SCENARIO CALCULATION FROM METER "Rl" ON CANNON ROAD Carlsbad PA 5 Pressure Calculations Valve No. Q-17 (FARTHEST VALVE FROM POC) Meter Size/POC POC AT EXISTING 2" METER "R1" Static Pressure (PSI) 86.86 Peak Demand in GPM 27.20 Pipe Segment Size Pipe Class Flow GPM Length (feet) Lateral 1 3/4" SCH 40 0.60 Lateral 2 3/411 SCH 40 1.32 Lateral 3 3/4" SCH 40 2.52 Lateral 4 3/4" SCH 40 3.72 Lateral 5 3/4" SCH 40 4.92 Lateral 6 3/4" SCH 40 6.12 Lateral 7 3/4" SCH 40 6.72 Lateral 8 3/411 SCH 40 17.88 Subtotal Mainline 4" CL 315 17.88 Reduced Pressure Back Flow Preventer Sprinkler Demand Control Valve 1 11 Lateral Pipe Mainline Pipe Gate Valve 4" Fitting Loss Subtotal Elevation at Valve Elevation at POC Elevation Difference Total Required Pressure Residual Pressure 7 191 181 multiplier 1 O multiplier ■ To PIA l.ancl.s cape Arch i tee tu,~.Phnning 8.60 8.50 10.90 11.00 10.90 10.90 11.00 1.20 2124.00 0 75 0.43 ·-~"··-- Velocity Ft/Sec 0.60 0.60 1.20 1.80 1.80 2.41 2.41 3.01 0.72 ~---- Actual Friction Factor 0.11 0.11 0.39 0.83 0.83 1.42 1.42 2.15 0.03 /1\ ·-- PSI Loss 0.01 0.01 0.04 0.09 0.09 0.15 0.16 0.03 0.58 0.64 12.00 SO.DO 2.90 0.58 0.64 5 25 0.13 71.49 4.33 75.82 11.04 -~-·-----~----~ ·-· ---~----·------· 9444 W.iple.< S1r1>.,1. Suit<:-170 Son Diego California. 92121 Tel: 858.458.0555 F:u: 858.458.0554 A C.a.lifumiaC"'P'r•lirn, ■ DATE INITIAL ··-REVISION DESIGNER OF WORK N.T.S. -~··-··-··-·-~· ~--··---------~·-~----- -~----·---··--~--~-·---------------- DAl"E INITIAL DAIE INITIAi. DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROV[D roR /RR/GA TION AND PLANTING ON/ Y, INCLUDING PR[C/St LOCA T/ON or PLANTING AR[A. "AS BU IL T" RCE EXP. DATE Rt:VIEWED BY: INSPECTOR DATE LirJ CITY OF CARLSBAD-l:fr:] PLANNING DIVISION 15 IRRIGATION DETAILS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE I[ -VILLA 65 I APPROVED: 1~! PLANNING 4--i.n~ i;;-s-1.-:: I OWN BY: AA I PROJECT NO. I 42s~gv CHKD BY: MK CT.03-02 RVWD BY: MK or, ~ ' °' -' 21 I ~ ~ ------------------------------------------------------------------------------------------------------------------------------------------------------•"' C.M.W.D. -----ID-3 • 0 CINNAMOMUM CAMPHORA 2411 BOX Camphor Tree PRUNUS CAROLINIANA 15 Gallon Carolina Laurel Cherry SOLEIROLIA SOLEIROLII Flats@ 12" O.C. Baby's Tears STRELITZIA NICOLAI 15 Gallon Giant Bird of Paradise CYCAS REVOLUTA 15 Gallon Sago Palm TRACHELOSPERMUM JASMJNOIDES ~ PELARGONIUMPELTATUM ~ Flats@ 12" O.C. Ivy Geranium I ' I I 111 ~1-rt-: C 1 ~::i VJ 1 / \\ I j I ) I Vi I ' / J I I , .. " ' 0 N 20 10 60 80 \ I . . . . r / I / ! .. ( MARTHON Il-E Seeded Turf CUPANIOPSIS ANACARDIOIDES Carrot Wood Tree 15 Gallon KOELRUETERIA BIPINNATA Chinese Flame Tree 15 Gallon PODOCARPUS GRACILJOR Fem Pinc 15 Gailun GAZANIA HYBRID ~ Trailing Gazania Flats@ 12" O.C. ~ NOTES 1. FOR PLANTING NOTES AND LEGEND, SEE SHEET PD-1 2. FOR PLANTING DETAILS, SEE SHEET PD-2. 3. FOR SHRUB PLANTING, SEE SHEET P-1 ■ 1 ToPIA uTI 2 APPR() VEO FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BU IL T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD SHEETS PLANNING DIVISION 15 La II~ s C. p C Ar Chit. C ( u ,~. p I" n n i ag TREE, VINE, AND GROUNDCOVER PLANTING PLANS FOR: 9'444 Waples Stm.1. Suitc470 San Diego. California. 92121 Td: 85S.4:'i8.055S Fu: 858,458.0554 A Califorai• Gorp<Jnti(Kl ■ CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 65 I APPROVED: , t\ -:;((.. I f-----------j----+------------+----+--+--------,-----1 11~ C'.{-tl~-t:>R t;..-;,1.:; --------+---+---+--------,-----1 PLANNING . --·-·· -----·---~ ;::o==w==N=;::B==Y=, = ... = __ :::;A:::;A=.=._;-;:::===P~R=O=JE==C~T=No=.==;~DR=A=W=IN=G==N=O. ~~~g ~~· -~~= CT.03-02 428-9Y ~-------~ DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ; § r/J ~ --------------------------------------------------------------------------------------------------------------------------------------... ----------------"!"~~,:') C.M.W.D.____ PT-I 9 LIGUSTRUM JAPONICUM 'TEXANUM' 5 Gallon Japanese Privet N ■ ToPIA La11,hcape Arch i l~c\u re.r lann ing '1444 Woplc:s S!m,1.. Suire~70 s..,, Diegu, C.Jifu111ia.. 92121 Tel; 85MSS.0SSS PHORMIUM TENAX 'BRONZE BABY' NOTES New Zealand Flax 5 Gallon PHOTINIA FRASER! Photinia 5 Gallon THUJA OCCIDENTALIS American Arborvitae 5 Gallon CD G) 5 I. FOR PLANTING NOTES AND LEGEND, SEE SHEET PD-I 2. FOR PLANTING DETAILS, SEE SHEET PD-2. 3. FOR TREE, VINE AND GROUNDCOVERPLANTING, SEE SHEET PT-I 1 1s1~ET] APPROVED FCJR !RR/GA T,ON AND PLANTING ONLY, INCLUDING PREC(SE LOCI\ TION OF PLAN TING AREA. "AS BUILT" RCE EXP DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD SHEETS PLANNING DIVISION 15 SHRUB PLANTING PLANS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 65 1-----+-----+----~ ,_,__, _____ _ 1------r--t---------------t---t----t-----t---i I APPROVED IU l C..1-tS:11 .Jt PLANNING .,., .-< ' °' .-< ' 8 I ACalifomiaCorJX>r.ilion DA TE INITIAL DATE IN!TlAL DATE INITIAL ~ Fu: 858.458.055-t DWN BY: AA PROJECT NO. DRAWING NO. CHKD BY: MK 0 20 10 60 80 ■ REVISION DESCRIPTION L--------------------------------------------------------------------------------------~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~~~D;;;E:,;;;·1G;;;N;;;ER;;;;;OF;;;;;W;;;OR;;;K~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;O;;;T;;;HE;;;R;;;A;;;P;;;PR;;;O;;;VA;;;L~;;;C;;;IT;;;Y;;;A;;;PP;;;R;;;Ol;;;/A;;;L~~~~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~~ ~ C.M.W.D.____ P-1 CT.03-02 428-9Y RVWD BY: MK ·------------------------------- PLANTING NOTES: A. THE CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES DURING CONSTRUCTION THROUGH THE COMPLETION OF ALL THE WORK. 8. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. PLANT MATERIAL QUANTITIES LISTED ON THE PLANS ARE FOR THE CONVENIENCE OF THE CONTRACTOR AND ACTUAL NUMBER OF SYMBOLS SHALL HA VE PRIORITY OVER QUANTITY DESJGNATED. C. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER GROWN TREES, SHRUBS AND VINES, INCLUDING SEEDED HYDROMULCtlES AND FLA TIED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR PLANTING OF ALL PLANT MATERIALS, THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS, THE STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE. D. GROUNDCOVER PLANTING SHALL BE CONTINUOUS UNDER ALL TREES AND SHRUB MASSES. E. ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO INSTALLATION. F. ALL PLANT MATERIALS SHALL BE LOCATED BY THE CONTRACTOR AND APPROVED BY TIIE LANDSCAPE ARCHITECT PRIOR TO ARRIVING TO THE SITE. ALL PLANT MATERIALS SHALL BE SPOTTED BY THE CONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR ANY PLANTING. G. ALL VINE SHALL BE INSTALLED WITH THE NURSERY ST AKES REMOVED AND ESPALIERED TO ADJACENT WALL. H. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY(PRE-APPROVED BY TH.E CITY). L TEST SHALL INDICATE BUT NOT BE LIMITED TO HIE ~-OLLOWING: a. ORGANIC MATTER CONTENT b. N,P,K e. 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 SUBMrITED TO AND APPROVED BY TH.E CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO TIIE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. PRODUCTS SPECIFIED BY PRODUCT NAME BY TH.E SOIL LAB IN THE RECOMMENDATIONS MAY BE SUBSTITUTED WITH "OR EQUAL" PRODUCTS APPROVED BY TtlE CITY. THE SOIL AMENDMENTS SPECIFIED HEREIN ARE FOR BIDDING PURPOSES ONLY. FOR THE AREA TO BE LANDSCAPED, THE FOLLOWING SOIL AMENDMENTS SHALL BE UNlFORMLY BROADCAST AND THOROUGHLY INCORPORATED BY MEANS OF A ROTOTILLER OR EQUAL. (THIS REQUIREMENT IS LIMITED TO SLOPE AREAS LESS TH.AN 4: l ). AMOUNT PER 1,000 SQUARE FEET 4 CU. YDS NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED FROM REDWOOD, FIR OR CEDAR SAWDUST 15 LBS. SOIL SULFUR 15 LBS. 12-12-12 FERTILIZER J. THE PLANTING PITS FOR TREES SHALL BE EXCAVATED TWICE THE DIAMETER OF THE ROOTBALL, WITH A MINIMUM OF 12" FROM TtlE BOTTOM OF THE ROOTBALL TO THE BOTTOM OF THE PLANTING PIT. THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF ALL TREES AND SHRUBS SHALL CONSIST OF THE FOLLOWING FORMULA: 6 PARTS ON-SITE SOIL 4 PARTS ORGANIC AMENDMENT AS PER ABOVE SOIL PREPARATION l LB./C.Y. 12-12-12 FERTILIZER 2 LB.IC. Y. IRON SULFATE 10 LB./C.Y. AGRICULTURAL GYPSUM K. THIRTY (30) DAYS AFTER INSTALLATION, ALL NEWLY PLANTED AREAS SHALL BE FERTILIZED WITH A 16-6-8 FERTILIZER OR APPROVED EQUAL APPLIED AT THE RATE AS RECOMMENDED BY TIIE MANUFACTURE. FERTILIZER APPLICATION SHALL BE CONTLNUED THEREAFTER AT MONTHLY INTERVALS. L. FOR ALL TREE PLANTING, SEE DETAIL A, SH.EET PD-2. FOR ALL SHRUB PLANTING, SEE DETAIL B, SH.EET PD-2. FOR AIL VINE PLANTING, SEE DETAIL C, SHEET PD-2. FOR ALL PALM PLANTING, SEE DETAIL D, SHEET PD-2. FOR ALL GROUNDCOVER PLANTING, SEE DETAIL E, SHEET PD-2. M. FERTILIZER TABLETS SHALL BE ORO-POWER, 21 GRAM TABLETS (20-10-5) IN QUANTITIES AS FOLLOWS: I GALLON CONTAINERS l 5 GALLON CONTAINERS 3 15 GALLON CONTAINERS 4 BOX MATERIAL l PER EACH 4" OF BOX SIZE PLACE TABLETS AT HALF THE DEPTH OF THE ROOTBALL. N. A SOIL AGRONOMY TEST SHALL BE MADE AFTER SOIL AMENDMENTS II.A VE BEEN MIXED IN AND PRIOR TO PLANTING TO CONFIRM PROPER AMENDMENTS HAVE BEEN INSTALLED. 0. ALL TREES SHALL BE PLANTED AMINIMUN OF 5'-0" AWAY FROM ALL SIDEWALKS, CURBS, BUILDINGS OR ANY HARDSCAPE ELEMENTS. P. A MIN[MUM OF 3" OF ORGANIC MULCH SHALL BE ADDED IN NON-TURF PLANTING AREAS WITH SLOPES LESS STEEP THAN 3:1 TO COVER TH.E SOIL SURFACE COMPLETLY. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO JOB SITE. Q. WHERE ADJACENT TO HARD SURF ACES SUCH AS SJDEW ALKS, CURBS, OR DRIVES (WHERE FINISH GRADE SHALL BE l" BELOW TH.E TOP OF THE HARD SURFACE), THE MULCH THICKNESS MAY TAPER DOWN TO I" THICK. R. NON-POROUS MATERIALS SHALL NOT RE PLACED UNDER THE MULCH. S. THE PLANS SHALL INDICATE POS[TIVE SURFACE DRAINAGE (2% GRADED IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. T. CONTRACTOR SHALL CONTACT TH.E LANDSCAPE ARCHITECT PRIOR TO THE BEG[NNING OF LANDSCAPE WORK SO THAT TH.E LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. U. TREES PLANTED WITHIN 5' OF PUBLIC WALKWAYS SH.ALL BE INSTALLED W[TH ROOT BARRIERS APPROVED BY THE CITY OF CARLSBAD. SEE DETAIL F, SHEET PD-2. V. PR[OR TO THE START OF ANY LANDSCAPE CONSTRUCTION OF VILLA 65 THE LANDSCAPE CONTRACTOR SHALL EVALUATE THE EXISTING MARBRISA PHASE l1 (CITY DRAWING# 428-9T) LANDSCAPE INSTALLAT[ON AND ITS INTERFACE WITH TH.E VILLA 65 LANDSCAPE DOCUMENTS. THE LANDSCAPE CONTRACTOR SHALL PROVIDE TO THE LANDSCAPE ARCHITECT AN ITEMIZED LIST OF ALL RELATED LANDSCAPE WORK THAT NEEDS TO BE ADJUSTED AS A RESULT OF THE VILLA 65 LANDSCAPE DOCUMENTS. w. PODOCARPUS GRACILIOR SHALL II.A VE THE MAIN LEADER IN TACT TREES WITH THE MAIN LEADER REMOVED SHALL BE REPLACED WITH THE APPROVED TREES. ------------ PLANTING LEGEND: PALMS: SYMBOL /, TREES: SYMBOL 0 f/i!) 8 - SHRUBS: SYMBOL ~ 0 0 0 G) CD 0 CD EB BOTANICAL NAME SY AGRUS ROMANZOFFIANUM SYAGRUS ROMANZOFFIANUM CYCAS REVOLUTA BOTANICAL NAME CINNAMOMUM CAMP HORA CUPANIOPSIS ANACARDIOIDES D!CKSONIA ANTARCTICA COMMONNAME Queen Palm QuecnPaJm Sago Palm COMMON NAME Camphor Tree Low Branching Carrot Wood Tree Multi trunk Tasmanian Tree Fem KOELRUETERIA BIPINNATA Chinese Flame Tree LAGERSTROEMIA INDICA 'TUSCARORA' Crnpe Myrtle Multi trunk PODOCARPUS GRACILIOR Fem Pine PRUNUS CAROLINIANA Carolina Laurel Cherry STRELITZ[A NICOLAI Giant Bird of Paradise BOTANICAL NAME COMMON NAME AGLAONEMA Silver King 'SIL VER KING' ASPLENIUM BULBIFERUM Mother Fem CLIVIA MINIATA Clivia HEMEROCALLIS HYBRIDS Daylily 'YELLOW' LIGUSTRUM JAPONICUM Japanese Privet 'TEXANUM' PHOTINIA FRASERI Photinia PHORMIUM TENAX New Zealand Flax 'BRONZE BABY' P!1TOSPORUM TOBIRA Pittosporum PITTOSPORUM TOBIRA Wheeler's Dwarf WHEELER'S OW ARF' RHAPHIOLEPSIS JNDICA Indian Hawthorn 'BALLERINA' RHAPHIOLEPSIS lND!CA Indian Hawthorn 'ENCHANTRESS' PRUNUS CAROLINIANA Carolina Laurel Cherry 'BRIGHT 'N TIGHT' SCHEFFLERA PUECKLERI Schefflera THUJA OCCIDENT ALIS American Arborvitae / SIZE QUANTITY DETAIL 15 Gallon 8 See Detail D, Sheet PD-2 24" Box 6 See Detail D, Sheet PD-2 15 Gallon 4 Sec Detail C, Sheet PD-3 SIZE QUANTITY DETAIL 24" Box 2 See Detail A, Sheet PD-2 15 Gallon 2 See Detail A, Sheet PD-2 15 Gallon 4 See Detail B, Sheet PD-2 15 Gallon 2 15 Gallon 6 15 Gallon 4 15 Gallon 4 15 Gallon 2 SIZE QUANTITY I Gallon 22 I Gallon 40 I Gallon 82 I Gallon 23 5 Gallon 90 5 Galion 30 5 Gallon 11 5 Gallon 13 5 Gallon 51 I Gallon 14 1 Galion [14 5 Galion 48 15 Gallon 48 15 Gallon 4 5 Gallon 10 See Detail A, Sheet PD-2 1/ 1/ See Detail A, Sheet PD-2 See Detail A, Sheet PD-2 See Detail A, Sheet PD-2 See Detail B, Sheet PD-2 DETAIL Sec Detail B, Sheet PD-2 See Detail B, Sheet PD-2 See Detail 8, Sheet PD-2 Sec Detail 8, Sheet PD-2 See Detail B, Sheet PD-2 See Detail B, Sheet PD-2 See Detail 8, Sheet PD-2 See Detail B, Sheet PD-2 See Detail B, Sheet PD-2 See Detail B, Sheet PD-2 See Detail 8, Sheet PD-2 See Detail 8, Sheet PD-2 See Detail 8, Sheet PD-2 See Detail B, Sheet PD-2 See Detail B, Sheet PD-2 ■ ToPIA LRndocape Archi~e.cturc.Planning 9141 Wapk• Stn>:1. Suile170 Son Diego. Ca@,mi... 92121 Td: 858.458.0555 Fax: 858.458,0554 A California Co,p:,<alion ■ PLANTING LEGEND (CONTINUED): VINES: SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY DETAIL •• CL YTOSTOMA CALLISTEGIOIDES GROUNDCOVER: SYMBOL BOTANICAL NAME GAZANIA HYBRID PELARGONIUM PEL TATUM ( 1/3 RED, l/3 WHITE, 1/3 PINK) SOLEIROLIA SOLEIROL!l TRACHELOSPERMUM JASMINOIDES Violet Trumpet Vine COMMON NAME Trailing Gazania -Yellow Ivy Geranium Baby's Tears Star Jasmine 5 Gallon SIZE Flats@ 1211 O.C. Flats@ l2"0.C. Flats@ 12" O.C. Flats@ 12" O.C. I----+---+--·-·------·--·----------------1-----+-----+------+-----I DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 4 I s~~T I PLANTING Sec Detail C, Sheet PD-2 DETAIL See Detail E, Sheet PD-2 See Detail E, Sheet PD-2 See Detail E, Sheet PD-2 See Detail E, Sheet PD-2 APPRO V[O tOR !RR/GA T!ON ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION or PLANTING AREA. "AS BU IL T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE --------- [SH~~TS l CITY OF CARLSBAD PLANNING DIVISION .. - NOTES AND LEGEND FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 65 C.M.W.D. ____ _ PD-I A E 3>----- 2 t----~ MIN. --'k---~-r-t- ..!---------------{ 5 l½XROOT BALL DIA. j " LEGEND I. FINISH GRADE 2. TEMP. WATERING BASIN 3. FINISH GRADE. SET TOP OF ROOTBALL l" ABOVE GRADE 4. 2"-3" LAYER MULCH MATERIAL 5. 2"x2"x3'-0" REDWOOD STAKE. SET FLUSH TO GRADE. 6. AMENDED SOIL 7. NATIVE SOIL (COMPACTED) NOTE: INSTALL DEEP ROOT BARRIERS WHEN TREES ARE WITHIN 4' OF HARDSCAPE. TREE PLANTING DETAIL 'lffe 'lffe 'lffe 'lffe 'lffe 'lffe 'lffe 'lffe 'lffe 'lffe 'lffe 'lffe 'lffe 'lffe 'lffe 'lffe 'lffe 'lffe 'lffe clffe Q clffe D D 'lffe 'lffe 'lffe 2 4 \-----_.,., 1. GROUNDCOVER 2.MULCH 3. AMENDED SOIL 4.SUBGRADE G-nB 'lffe 'lffe 'lffe 'lffe 'lffe EDGE OF PAVING, WALK, WALL, ETC. NOTE: LOCATE PLANTS EQUIDISTANT (D) FROM EACH OTHER AS SHOWN. D = SPACING AS SHOWN ON PLANTING PLAN. GROUNDCOVER PLANTING DETAIL 'lffe 'lffe N.T.S. N.T.S. F LEGEND I. FINISH GRADE 2. TEMP. WATERING BASIN ~--------12 3 4 -------16 3. FINISH GRADE. SET TOP OF ROOTBALL l" ABOVE GRADE '------------{ 7 4. 2"-3"LAYERMULCHMATERIAL 5. FERTILIZER TABLETS PER PLANTING NOTES. 6. AMENDED SOIL 7. NATIVE SOIL (COMPACTED) NOTE: INSTALL DEEP ROOT BARRIERS WHEN TREES ARE WITHIN 4' OF HARDSCAPE. SHRUB PLANTING DETAIL Linear Style Planting with DeepRoot Barriers Determine the correct number of panels to be used. Depending upon the actual planting plan and the number of trees involved the length of linear barrier will vary, but as a general rule of thumb toke the anticipated mature canopy diameter of the tree and add 2 feet (61 cm). This will be the number of feet necessary for a Lineor style planting application. (See chart below.) A. Choose the barrier that best suits the application. Generally if a sidewalk, patio or driveway is to be protected, 1s• (46cm) (UB 18-2) is sufficient depth with 12• (30cm) (LB 12-2) as an alternate choice for non-aggressive, deeper rooting trees. However for curb and gutter protection or more ogressive roots 24" (61cm) (UB 24-2) is generolly the better choice. B. Oig the trench to the depth based upon the particular barrier chosen. C. Next place the barrier in the trench with the vertical ribs facing toward the tree and align in a straight fashion. It is helpful to place the barrier against the hardscope. Use the hordscape as a guide and backfill against the barriers to promote o clean smooth fit to the hordscope. Be sure to keep the barrier's double top edge at least 1;2• (13mm) above grade to ensure roots do not grow over the top. For a simple formula to detennine the quantity of panels required for a Linear application use: Estimated Diameter of the Tree Canopy at Maturity + 2' {61cm) = Length of Barrier per Side. For One Side of Tree Expected Tree Canopy at Maturity Feet of Sorrier 12' 13.6ml Dia. +2' 161cml = 14' 14.2ml 18' 5.5m Dia. +2' 61cm = 20' 6.1m 24' 7.3m Dia. +2' 61 cm = 26' 7.9m Packaging: Number of Panels 7 Panels 1 O Panels 13 Panels LB 12-2 UB 18-2 UB 24-2 40 panels ~BO' linear ftl/ Corton 26 panels 52' linear ft / Corton 20 panels 40' linear ft / Carton Line can be separated at any two foot interval. Sidewalk Curt, DeepRoot B<mier D. Plant the tree(s). The Linear style offers a more expansive rooting growth area, however adverse soil and drainage conditions may exist in the actual planting area. Toke steps to ensure healthy growth of the tree at planting. Consult with a local Arborist for planting tips and recommendations. E. If staking or guying is required we recommend using the soft, safe and economical alternative to traditional wire and hose, Arborne (see www.deeproot.com for details). F. If the tree(s) will be subject to maintenance work such as lawn mowing or weed trimming we strongly recommend the installation of ArborGard+ Tree Trunk Protectors which ore placed around the base of young trees to protect them from damage by weed trimmers, !own mowers ond small rodents. (See www deepmot com) For additional information please visit our website al www.deeproot.com For information regarding distributors please call: 1 800 ILV ROOT (458.7668). For help with droinoge or other difficult installation questions please call DeepRoot Technical Support at: I 800 ROOT TEI< (766.8835). As little as one side of the tree may need barrier for root direction as there may be no hardscape elsewhere requiring protection. DeepRool lB 12-2, UB 18-2 or UB 24-2 · .. ~: . Sidewalk d d d d d . '''.'~iiii~ f {;~ tif s --, ....... Ground Lock3 Top of Oeeproot B<lrrier Must be at l,.,t 1/2" ( 13mm) obove Grade N.T.S. C ROOT BARRIER DETAIL N.T.S. ~ -I • -111 2 m!M 3 5 1. FINISH GRADE. 2. WATER RETENTION BASIN-4" HIGH 3. FERTILIZER TABLETS PER PLANTING NOTES. 4. BACKFILL MIX PER PLANTING NOTES. 5. MOUND BOTTUM OF HOLE. -PUDDLE AND SETTLE BACKFILL PRIOR TO PLACEMENT OF PLANT. 6. NATIVE SOIL 7. REMOVE NURSERY STAKE FROM VINE AND ESPALIER AGAINST W ALUFENCE. 8. SECURE/ATTACH MAIN VINE BRANCHES TOW ALUFENCE WITH APPROPRIATE TWIST TIE FASTENERS. ~------\ 2 3 LEGEND: 1. PALM TRUNK (SKINNED) 2. 6" HIGH MOUND FOR WATER BASIN 3. PALM ROOT BALL 4. (2) -4" PERFORATED PVC STANDPIPE WITH FILTER FABRIC SOCK AND 4" DRAIN CAP 5. NATIVE SOIL 6. 3/4" WASHED CRUSHED AGGREGATE 7. SAND BACKFILL COMPACTED NOTES: I. ALL PALMS SHALL BE TRIMMED AND TIED PRIOR TO PLANTING, LEA VE TIED 30 DAYS MIN. 2. TRIMMED PALM TO HAVE 6-8 FRONDS MAX. 3. UPON INSTALLATION THE LANDSCAPE ARCHITECT AND THE LANDSCAPE CONTRACTOR SHALL DETERMINE IF PALMS REQUIRE GUYING VINE PLANTING DETAIL N.T.S. PALM PLANTING DETAIL N.T.S. ■ ToPIA L II n d • c •po Arch i (~ c I 4 re.Pl •uni n g ~444 W"Pics srw.,. Sui1c470 San Diego • Cdifomit.. 92121 I'd; ~5U58.0S55 F"-"; 8SB <l5B.05S4 A (;alifomia.Coqx,,.i.tioo ■ ·-DATE INITIAL DESIGNER OF WORK /1\ ------· --··-----·---·····-··--·-- -------··--·---- REVISION DESCRIPTION ·--· ··-------- ··-- -··--·· DAIE INI IIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL APPROVED FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BUil T" RC[ EXP. DATE REVIEWED BY: INSPECTOR DATE I s~~T I CITY OF CARLSBAD I SH;~TS I Pl_ANNING DIVISION PLANTING DETAIIS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 65 APPROVED --~_j:J__~-£;:Jt~t~--,.,. ?-i~ -----·- PLANNING OWN GY: AA I PROJECT NO. I DRAWING NO. CHKD BY: MK CT.03-02 RVWD BY: MK 428-9Y ; gi rr, ~ ... -----------------------------------------------------------------------------------------------------------------------------------------------------•"' C.M.W.D. ____ _ PD-2