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DWG 428-9Q; CT 03-02; CARLSBAD RANCH PA 5 (VILLA POOL); 01-20
LANDSCAPE CONSTRUCTION PLANS FOR VILLA POOL THESE PLANS REPRESENT THE BIDDING AND CONSTRUCTION ITEMS THAT ONLY RELATES TO THE LANDSCAPE, I.E. HARDSCAPE, IRRIGATION AND PLANTING. FOR BIDDING AND CONSTRUCTION ITEMS AS RELATED TO ARCHITECTURAL, CIVIL, ELECTRICAL, PLUMBING, MECHANICAL AND STRUCTURAL, THE CONTRACTOR SHALL REFER TO THEIR RESPECTIVE PLANS FOR DETAILED INFORMATION. ALIBOUGH THE ABOVE CONSULT ANTS INFORMATION IS REFLECTED ON TOPIA'S PLAN, IBIS INFORMATION IS SHOWN FOR REFERENCE ONLY. INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PREFORMED BY THE LANDSCAPE ARCHITECT OF THE 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 IBAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM". A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: (760) 944-41943 LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602 ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND TIIE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACXFWW PREVENTER SHALL BE "SCHEDULE 'K' HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEBSITE AT WWW.CLCARLSBAD.CA.US/PDFDOC.HTML?PID-340 CARLSBAD RANCH, PLANNING AREA 5 RESORT SITE CARLSBAD, CALIFORNIA / ,,.,- \ \ I HEREBY DECLARE TIIAT I AM THE LlCENSED DESIGNER OF WORK FOR THIS PROJECT TIIAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND TIIAT THE DESIGN IS CONSISTENT WITII CURRENT STANDARDS. I UNDERSTAND TIIAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE COµNTY OF SAN DIEGO DEPARTMENT OF ENVlRONMENTAL HEALTH IS CONFINED TO 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 CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. DATE:@o/o/ REY D!JY: .... 0 ' Ii' t:, " A- Engm ~ ,g Planchecker DA1£ INITIAL ENGINEER OF - SHEET INDEX CO VER SHEET ............................................................................................................................... I CONSTRUCTION PLANS .................................................................................................... 2 through 4 CONSTRUCTION NOTES I LEGEND ............................................................................................ 5 CONSTRUCT/ON DETAILS ................................................................................................ 6 through_? RECYCLED WATER COVER SHEET ......................................................................................... 8 IRRIGATION MAINLINE MASTER PLAN I PROJECT MAP....................................................... 9 IRRIGATION PLANS ............................................................................................................ IO through 13 IRRIGATION LEGEND ................................................................................................................. 14 IRRIGATION DETAILS ....................................................................................................... 15 through 17 PLANTING PLANS .............................................................................................................. 18 through 21 PLANTING LEGEND ................................................................................................................... 22 PLANTING NOTES AND DETAILS ............................................................................................. 23 Grand Pacific Resorts, Inc. 5900 Pasteur Court, Suite 200 Carlsbad, California 92008 760. 431 . 8500 Contact: Mr. Timothy Stripe Carlsbad Estate Holding, Inc. C/0 LEGO California, Inc. 1 Lego Drive Carlsbad, California 92008 Contact: Mr. John Jakobsen JPM Design Management 5115 Avenida Encinas, Suite C Carlsbad, California 92008 760. 431. 5653 Contact: Mr. John Mattox Hofman Planning Associates 5900 Pasteur Court, Suite 150 Carlsbad, California 92008 760. 438. 1465 Contact: Mr. Bill Hofman l~~j~~-l~cQ,~:t~~,~~lili;:'J&'.:fj KITAbayashi Design Studio 517 Fourth Avenue, Suite 401 San Diego, California 92101 619.232.9116 Contact: Mr. Derek Kitabayashi Nogle Onufer Associates Architects 2398 San Diego Avenue San Diego, California 9 2110 619. 297. 8066 Contact: Mr. Russ Onufer Excel Engineering 440 State Place Escondido, California 92029 760. 745. 8118 Contact: Mr. Mike Levin ~1}$~~t~~~fflj.,~;; ToPIA 9444 Waples Street, Suite 470 San Diego, California 92121 858. 458. 0555 Contact: Mr. Michael Kato HAS BUIL TH APPROVED FOR IRRIGATION AND P.E. EXP. DATE ½J~ PLANTING ONLY, INCLUDING PRECISE REVIE'w'ED BY• LOCATION OF PLANTING AREAS. INSPECTOR DATE l~fTI ~ CITY OF CARLSBAD PLANNING DEPARlMENT 'J COVER SHEET FOR: CARI.SBAD RANCH, PLANNING AREA NO. 5 RESORT SITE -VILLA POOL I APn~ c-r-b<A PLANNING (..,,~ . ..,!, I DATE OWN BY: I PROJECT NO. I DRAWING NO. DA1£ NlllAL DA1£ NlllAL CHKD BY: MK REVISION DESCRIPTION OTHER APPROVAL arr APPROVAL RVWO BY: MK CT.03-02 DllG 428-IIQ C.M.W.D. ____ _ CO-I - 00 ~ -<') ,.,., 0 "' ffi ~ 0Q 8 ' ~ -f-, u ~ "' ~ u ~ p.. < u V, ~ ,._, ua ...-l Ii NOTES: I. FOR CONSTRUCTION NOTES, SEE SHEET CD-I. 2. FOR CONSTRUCTION llEFEllENCES AND FINISH SCHEDULE, SEE SHEET CD-I. 3. FOR CONSTRUCTION DETAILS, SEE SHEETS CD-2 TO CD-3. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. \ I --,,---rl---. { \ I a••••••1 /\ci ' .✓. -- ------. "'' /! i ! I • I / //"/ /'S}:~lf-+='+-,4~~,.,.,.,,;:. ,::,.+,-------l r : ~• -~~~ "' : I i _J,,J' .:'-{;{ MATCHLINE: SEE SHEET C-2 0 20 40 60 80 ♦ KEYMAP N.T.S r "AS BUILT" P,E.--~ EXP.----DATE REVIE'w'ED BY• INSPECTOR DATE rSHffill CITY OF CARLSBAD IISHEElSI t-----t--+---------------1----+-~--4-----1 LZ._j. PLANNING DEPAR'TMENT . 23 DA'IE N1IAI. DA1E N11A1. DA1E N1lAL ENGl&ft <:I --REVISION DESCRIPTION OlHEII _,,._ aTY A I no...·Al CONSTRUCTIOJf PLANS JOH: CARLSBAD RANCH, PWNING AREA NO. 5 RSIIORT srn: -YIU.A POOL Y: CHKD BY: ___.y.,K.__ RYYIO BY: MK PRo.ECT NO. CT.03-02 DRAWING NO. 'IC 428--IIQ C.M.W.D. --===:---~-----C-1 I ■ NOTES: I. FOR CONSTRUCTION NOTES, SEE SHEET CD-I 2, FOR CONSTRUCTION REFERENCES AND FINI· H 3. FOR CONSTRUCTION DETAILS, SEE SHEETS l0-1f!!:;~E, SEE SHEET CD-I. "AS BUILT" P.E. __ _ EXP. ___ _ DATE REVIE'w'ED BY• INSPECTCR DATE fsiiull CITY OF CARLSBAD 11511EEISI ~. PLANNING DEPARTMENT . 23 CONSnM:TIOlf PLAlf8 POR: CARISBAD RANCH, PLANNING AREA NO. 5 RZSORT Sin: -VllU POOL 00 <=! -M M 0 I / NOTES: I. FOR CONSTRUCTION NOTES, SEE SHEET CD-I. 2. FOR CONSTRUCTION REFERENCES AND FINISH SCHEDULE, SEE SHEET CD-L 3. FOR CONSTRUCTION DETAILS, SEE SHEETS CD-2 TO CD-3. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. -. -... - ,.._ ·.:.:·• 0 I '~r<.,:-.. '-{ I ---, I I --;.. __ I I -···:"-:-~-~ ------. -----..... - 10 / 20 30 40 •. ', ♦ ICEYMAP N.T.S . . . . . . . IL I/ J-__ , --I I , ., ,,' ' I , , ' --- ~-) I I I . t -.!. ' ' - t-y ... I I I I / 1 ;._ ...._ I I I I ,r"---. -I.._ ! I I I "AS BUILT" P.E. __ _ EXP.-----DATE REVIEWED BY• --', INSPECTOR DATE fsHmll CITY OF CARLSBAD II ~EElS I 1-----4---1-----------------lt--+--;---t-----1 L...i_J _ PLANNING DEPARlMENT . 23 1---+-..,,l....------------+--+--+-----,-----t DAlE NllAL Dk.Md.rt (11 ... REVISION DESCRIPTION DIMENSION PLAN FOR: CARISBAD RANCH, PLANNING AREA NO. 5 C.M.W.D. RJ:SORT S1TI: -VJlU POOL PRo.ECT NO. CT.03-02 -------- DRAWING NO. 11C-428-9Q C-3 0( C -,,. ~ V -...,;:i ~ . ~~ ~ S, -~ V e ~ ,._ -<I: -.; V ~ -<I: It i i -------I_ ---- APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. A B. c. D. E. F. 0. H. L 1. K. ALL DIMENSIONS ARE TAKEN FROM CURB FACE OR EDGE OF PAVINO, UNLESS OTHERWJSE NOTED ON PLAN. THE DIMENSIONS ARE SHOWN FOR APPROXIMATE LINE A'ID ALL RADII AND CURVES ARE TO HA VE CONTINUOUS AND SMOOTII TRANSITIONS WlTI{OUT ABRUPT CHANGES OR BENDS. ALL FORMS AND ALIGNMENT OF PA YING SHALL BE INSPECTED AND APPROVED BY TIIB LANDSCAPE ARCIIlTECT PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE). 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. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE 1995 CALIFORNIA BUILDING CODE. THESE NOTES SHALL BE USED IN CONJUNCTION WlTII TIIB PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO TIIB ATTENTION OF TIJE LANDSCAPE ARCHITECT. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS BEFORE STARTING WORK. LANDSCAPE ARCIIlTECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR POSSIBLE DEflClliNCIES. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED SIMILAR TO THE DETAILS FOR THE RESPF.CTIVE MATERIALS. TIJE ORA WINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. ALL BRACING, TEMPORARY SUPPORTS SHORING, ETC. IS THE SOLE RESPONSIBlLITY OF TIIB CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE INSPECTION OF CONSTRUCTION METIIODS AND SAFETY CONDITIONS AT THE WORKSITE. TIIBSE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPF.CTIONS. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN TIIOSE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM TIIB OWNER, LANDSCAPE ARCIIlTF.CT AND TIIB APPLICABLE GOVERNING CODE AUTIIORITY. PRIOR TO THE START OF ANY LANDSCAPE (,'ONSTRUCTION OF THE 'VILLA POOL' THE LANDSCAPE CONTRACTOR SHALL EV ALU ATE TIIB EXISTING PHASE I LANDSCAPE INSTALLATION AND ITS INTERFACE WITII THE 'VILLA POOL' LANDSCAPE DOCUMENTS. TIIB LANDSCAPE CONTRACTOR SHALL PROVIDE TO TIIB LANDSCAPE ARCIIlTECT AN ITEMIZED LIST OF ALL RELATED LANDSCAPE WORK THAT NEEDS TO BE ADJUSTED AS A RESULT OF THE 'VILLA POOL' LANDSCAPE DOCUMENTS. THESE PL<\.NS REPRESENT THE BIDDING AND CO:'<STRUCTION ITEMS THAT ONLY RELATES TO THE LANDSCAl'E, I.E. HA.RDSCAl'E, IRRIGATION AND PL<\NTING. }'OR BIDDING AND CONSTRUCTION ITEMS AS RELATED TO ARCHITECTURAL, CIVIL, ELECTRIC.Al, PLUMBING, MECHANICAL AND STRUCTURAL, TilE CONTRACTOR SHALL REFER TO THEIR RESPECTIVE PLANS FOR DETAILED INFORMATION. ALTHOUGH THE ABOVE CONSULTANTS !:'<FORMATION rs REFLECTED ON TOPIA'S PLAN, TIIIS INFORMATION IS SHOWN FOR REFERENCE ONLY. INSTALL 3-1/2" TIDCK NATURAL COWRED CONCRETE PAVING PER DETAIL A, SHEET CD-2. MANUFAC1VRE COLOR I FINISH AVAILABLE THRU MEDIUM ACID ETCHED FINISH 2. INST A LL EXPANSION JOINT PER DETAIL A, SHEET CD-2. -· CAULKING: 3. 4. s. 6. MANUFAC1VRE COLOR/ FINISH NIA MATCH ADJACENT PAVING COWR AND RAKE WITH SILICA SAND INSTALL WEAKENED PLANE JOINT PER DETAIL A, SfilET CD-2. INSTALL 3-112" THICK INTERGRAL COLORED CONCRETE PAVING PER DETAIL A, SHEET CD-2. MANUFACTURE COLOR I FINISH NIA COWR TO MATCH ARCHITECTURE INSTALL I '-0" WIDE CONCRETE BAND PER DETAIL B, SHEET CD-2. MANUFAC1VRE COLOR/1-1NISH NIA NATURAL COWRED CONCRETE SMOOTII TROWEL CONSTRUCT CONCRETE STEPS PER DETAIL D, E AND F, SHEET CD-2. AVAILABLE THRU AVAILABLE I1lRU NIA AVAILABLE THRU i . I ' ! [ I J I i -,, -MANUFAC1VRE SOLOMON COLOR COLOR I FINISH SAHARA AVAILAJJLE THRU SOLOMON COWR 1-866-747-2656 7. 8. 9. II. 12. 13. 14. 15. MEDIUM ACID ETCHED FINISH CONSTRUCT WALL AT POOL AND SPA EQUIPMliNT ROOM PER DETAIL A, SHEET CD-3. STUCCO: MANUFACTURE NIA WALLCAP: MANUFACTURE STEPSTONE, INC. OR EQUAL COLOR I FINISH SANDY LANE, 821 JW COWR I J-1NISH COLOR: ALMOND FINISH: FORM FINISil CONSTRUCT GATE AT POOL AND SPA EQUIPMENT ROOM PER DETAIL B, SHEET CD-3. CONSTRUCT TRELLIS ON WALL AT POOL AND SPA EQUIPMENT ROOM PER DETAIL C, SHEET CD-3. CONSTRUCT TUBULAR STEEL FENCING PER DETAIL D, SHEET CD-3. MANUFAC1VRE COWR I FINISH NIA BLACK METAL, 8796N CONSTRUCT TUBULAR STEEL GATE PER DETAIL E, SHEET CD-3. MANUFACTURE COLOR/ FINISH NIA BLACK METAL, 8796N AVAILAJJLE THRU FRAZEE PAINT 1-858-626-346, AVAILABLE THRU STEPSTONF, INC. 1-800-572-9029 AVAILABLE THRU FRAZEE PAINT 1-858-626-3465 AVAILABLE THRU FRAZEE PAINT 1-858-626-3465 CONSTRUCT SWIMMING POOL. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF ALL REQUIRED COMPONENTS. CONSTRUCT SPA CONTRACTOR TO SUBMIT SHOP ORA WINGS OF ALL REQUIRED COMPONENTS. CONSTRUCT KID W ASIL CONTRACTOR TO SUBMIT SHOP DRAWINGS OF ALL REQUIRED COMPONENTS. INSTALL HANDICAP LIFT PER MANUFACTURER'S RECOMMENDATIONS. MANUFACTURE MODEL GARAVENTA LIFT XPRESS 11 • WITH BUILT IN HANDRAIL AVAILABLE THRU GARAVENTA LIFTS 1-604-594-0422 'AS BUILT' P.£. __ _ EXP,---- REVIE'wED BY• INSPECTOR ' ' t ' ' ; . ' ' '. i I ' ' ' ·-• . ' ' ' ' ' ' . I ' ' ' ' ,·: 1 ~ '· ,, I QAT~ I ' ' ,. ' DATE! f 1----1------------+----+--+----II-----I I SH5EET I CITY OF CARLSBAD I SH2.~.EjS ~-7.1 PLANNING DEPARlMENT ~• !===-============-=::::::1~ DA "I?: INITIAL D-'"I?: INITIAL DA"!?: INITIAL ENGINEER OF WORK REVISION DESCRIPTION OUIER APPROVAL CllY APPROVAL CONSTRUCTION NOTES FOR: ' CARISBAD RANCH, PLANNING AREA NO, l RESORT sm: -vnu POOt. j PLANNING Dl'iN BY: CHKD BY: RVWD BY: •• MK MK PROJECT NO. CT.0J-02 ' DRAWIN(l-~-0. DWO 42~jQ l ! ' I CD•l C . 'i f - ' ' ----------------------- . ------------------"-----------------------··"r· " I fflll l I ' ' : I \ i _J _1, T ---l I llj]EII!l[]I· IIH! I •' l 1.-I ~ lJL~--.. ------------------------------------------------------------------------------------------------------------------------------------~""'i-.a . ~ ~ 2"CLEAR A"' TYP ~o . - FACE OF BUILDING OR WALL. 1/8" WIDE X 1/3 DEPTH OF SLAP SA WCUT JOINT AS INDICATED ON PLAN. 1/4" RADIDS AT ALL {DRNERS. FINISH SURFACE. NOTE: I. SEE FINISH SCHEDULE FOR MATERIALS, rowRS AND FINISHES. 2. FOR CONCRETE PAVING THAT IS FOR VElllCULAR USE, CONCRETE DEPTH SHALL BE 6". 114 REBARS@ 16" O.C. IN BOTH DIRECTIONS ELEVATED ON CHAIRS CENTERED IN SLAB. 1/2" THICK FULL DEPTH FELT EXPANSION BOARD \1\'ITI-1 EXPANDABLE CAULKINO. COWR TO MATCH PAVING. RAKE WITH SILICA SAND COATING. COMPACfEDSUBBASEPER SOIL ENGINEER'S RECOMMENDATION. 0 0 0 0 0 12" ____ t:::==t---0 ,--1---0 PER PLAN 0 FINISH GRADE. {DNCRETE BAND. 1/4" RADIUS AT ALL CORNERS. #4 REBAR DOWELS AT 2'-0" O.C. #4 REBARS @ J 6" O.C. IN BOTH DIRECTIONS ELEVATED ON CHAIRS CENTERED IN SLAB. CONCRETE PAVING. SEE PAVING SECTION DETAIL A ON THIS SHEET. COMPACTED SUB BASE PER SOIL ENGINEER'S RECOMMENDATION. FACE OF BUILDING OR WALL. EXPANSION JOINT. SEE PAVING SECTION DETAIL A ON TIJIS SHEET. NOTE: 1. SEE FINISH SCHEDULE FOR MATERIALS, COWRS AND f'INISHES. ~------CONCRETE SURFACE ~---DECK DRAIN GRATE MODEL NDS # 905B, 3" ROUND 1800-726-1994 ~----SEWER & DRAIN RISER PIPE LENGTH AS REQUIRED SLOPE TO DRAIN COMPACTED SOIL ~~---l/4"1BENDSEWER& DRAJN ELBOW WHERE APPLIES ---COMPACTEDCRUSHEDSTONE ..,__,,~----h-~-----PVC DRAJN PIPE CONNECT TO STROM DRAIN NOTE: THIS DETAIL IS SHOWN FOR REFERENCE ONLY. SEE CIVIL ENGINEERING PLANS. I 1/2" l '-0" 1}---==c,=====::::::;::===:::mrs:r1D""""-----------1 R.1/4· 0 VISUALLY IMPAIRED WARNING STRJP . 0 CONCRETE TREAD. NOTE: SEE FINISH SCHEDULE FOR MA TERJALS, COLORS AND FINISHES. 2" l" ,, ~ " ' ~ • "' I i TYPICAL JOINT AND PAVING SCALE: 1"=1'-0" B TYPICAL CONCRETE BAND SCALE: 3/4"=1'-0" C DECK DRAIN N.T.S. D TREAD AT CONCRETE STEPS • E CONCRETE STEPS VARIES --~------11--------1!11----~2 ,• \ . I ~ ::c-+---1~-{v L-----© 0 HANDRAIL. SEE DETAIL F, SHEET CD-2. r.;\ TREAD DETAIL. \.:;I SEE DETAIL D, SHEETCD-2. CD #4 REBAR@ 18" o.c. 0 #4NOSEBARATTREADFACE. Q) #4 REBAR@ 12" o.c, {DNTINOUS LENGTH OF STEPS. I?\ EXPANSION JOINT. \.!/ SEE DETAIL A, SHEET CD-2. Q) FINISH SURF ACE. r.-,,. COMPACTEDSUBASEPER \.!/ SOIL ENGINEER'S RECOMMENDATION. NOTE: SEE FINISH SCHEDULE FOR MATERIALS, COW RS AND FINISHES. SCALE: 3/4"= 1 '-0" F r 12" FLAT r 0 1 1/2" DIAMETER TUBULAR STEEL HANDRAJL ·POST@ ------------· 2 STEP INTERVALS I Jq. • • • ~ ~ ~ 2 0 3"RADIUSAT DIRECTION CHANGE 12" FLAT 0 FLANGE AND BOLT ASSEMBLY TO BE PROVIDED BY I' -0" CONTRACTOR 0 FINISH SURF ACE l 1'-011 4 0 CORE DRILL A 4" DIAM HOLE AND SET POST IN "POR-ROK" PER MANUFACTURER'S INSTALLATION RECOMMENDATIONS --0 6 © CONCRETE STEPS. NOTE: ALL TUBULAR AND CHANNEL STEEL SHALL BE PRE-OALV ANIZED MATERIAL INSIDE AND OUT. TOUCH UP WELD JOINTS WITHSPRAY-OALV INSHOPANDINFIELD. TO PREPARE THEMETALFORPAINT, TIIBMATERIAL MUST BE CLEANED WITH A PHOSPHATE BATH AND ACID ETCHED. ALL METAL SHALL RECEIVE ONE (I) COAT OF PROLINE #6000 EPOXY PRIMER AND ONE (1) {DAT OF FRAZEE'S AROPLATE II OIL BASE ENAMEL PAINT. FINISH COWR SHALL BE SELECTED BY LANDSCAPE ARCHITECT. IIANDRAIL SCALE: l"=l'-0" G :.:'.,'?. ~~ Uj-"~-, 1-;:-._ -,.-.-_ -. -. VARIES-•• ----•. -.-,-•• -1¥-'< ~ • •. · • . /, ·• .. · _._-""-,.,_,--'-'-'\-PRECASTCONCRETE WALL -• ; :• •• , "· • .;_ •', , • .:. . CAP,SHOWNFORDESIGN "' ' ;' -•,' ; .. ' :. • , · ., ; , '. REFERENCE ONLY, ,i,. F ;.,: · · ·,. · · ; . , · . .. . 0 CONTRACTOR TO SUBMIT •, • · • · ,. ; • ·• , / PROJECT SAMPLES. // . . . t-. ,._ .· ~/,1 ·. ''•.·-r·· •',• .· / ......... -¼:;,J·':--.. :_. · . .--:._-\ .. ·.: ,· .:,_~----1/2" THICK srucro. .. " ., ' ·~ . ', • >! - . . . ' / /-c,.1/,;++--WALL BELOW. WALL CAP *AS NOTE: SEE FINIS}f SCHEDlfYI, FOR MATERIALS, ;; I COWRS AND FINIS S. ; SCALE: 3" . ! f,~q'" s I I BUILT' II - ---------- DATE l I P.E. __ _ EXP. ___ _ REVIE'wED BY• PLANNING APPROVED FOR IRRIGATION AND ::,:,:•,11:\i;ir;!' ._: '"'"'"'""' : c.; PLANTING ONLY, INCLUDING PRECISE / A,':.:~;" CATE INrnAL REVISION DESCRIPTION DATE iN11111L DATE iNmAL g:o BJ~: __,,M.,.,J<~, ;r;~r ;; I D;::~:~_'.,'~~ LOCATION OF PLANTING AREAS, I!! c''( ENGINEER fE WORK OTHER APPROVAL CITY APPROVAL RVWD BY: MJ( . -~ ~------------------------------------------------------------------------------------------------------------...,i-1!,!: C.M.W.D. ____ _ ------------~- I ~ I I I, , I ,,-...... , ~--:-\ --}-----------0 I -L/•-"'-------{ • 0 ,.., ·· II-·--0 ~-0 ~ ~ • :? ~ l'-4" s 0 0 0 0 0 0 0 © 0 PRECAST CONCRETE WALL CAP. MAXIMUM LENGTH~ 2'-0" SECTIONS. SEE DETAIL G, SHEET CD-2. 1/2" THICK STUCCO. #4 VERTICAL REBAR @24" O.C, ALTERNATE REBARS 1N FOOTING. FINISH GRADE. #4 HORIZONTAL REBAR AT 24" O.C., CONTINUOUS LENGTH OF WALL. 2 COATS "HOT MOP" WATER PROOFING. JO X 8 X 16 CMU, GROUT ALL CELLS. @ FINISH SURFACE. ~ -----------. ---- WALL AT POOL EQUIP.l\lENT ROOM SCALE: l"=l'-0" B GATE AT POOL EQUIPMENT ROOM N 6-0' MAXIMUM SPACING O.C. r-----+----------tl r.'\ 1-1/2" DIAMETER CIRCULAR \V STEEL TUBING TOP RAIL. 31/2" TYP. EQUAL EQUAL NOTE: 17;\ l-J/2"DIAMETERCIRCULAR \!;) STEEL TUBING MID RAIL. r,;,. 1-1/2" DIAMETER CIRCULAR '-V STEEL TUBING SIDE RAIL. 1-1/2" DIAMETER CIRCULAR r;:,,. STEEL TUBING POST W)'TH (2) \::I 3/4" X 6" STABILIZERS Y,'ELDED TO POST IN FOOTING, (?\ 3/4" DIAMETER CIRCULAR \V STEEL TUBING PICKETS. 1-1/2" DIAMETER /?\ CIRCULAR STEEL TUBING \:;,, POST WITH (1) 3/4" X 6" STABILIZER WELDED TO POST 1N FOOTING. 17;\ 1-1/2" DIAMETER CIRCULAR \.!I STEEL TUBING BOTTOM RAIL. © FINISH GRADE. CONCRETE TIIRUST © BLOCK. CROWN TOP OF FOOTING TO DRAIN. CONCRETE FOOTING OVER r,";;\ COMPACI'EDSUBASEPER l.!.!:I SOJLENGINEER'S RECOMMENDATION. CROWN TOP OF FOOTING TO DRAIN. ~ J/2"(12.7MM)TUBULARSTEEL \!Y RING-3-1/2' DIAMETER. 1. SEE FINISH SCHEDULE FOR MATERIALS, COLORS AND FINISHES. 2. ALL EXPOSED METAL COMPONENTS TO BE HOT DIPPED GALVANIZED AND RECEIVE(!) COAT PRIMER AND (2) COATS OF POLY-URETHANE PAINT. r.'\ 3/4" DIAMETER SLIDING CANE BOLT \V WITH GATE LOCK @ GATE STOP ( 2 LOCATIONS) r,;,. 1/8" TiilCKX 3" X3" WIDE ANGLE \V IRON GATE FRAME © 1/8" THICKCORAGATED STEEL GATE PANE 0 WALLCAP. @ 1/2" TiilCK STUCCO 0 8X8X16CMU,GROUTALLCELLS. © 114 HORIZONTAL REBAR @24" O.C., CONTINUOUS LENGTH OF WALL. r;:,. #S VERTICAL REBAR AT 24" O.C., \V AL TERNA TE REBARS IN FOOTING. @ 4"X4"TUBULARSTEELPOST ~ 3/4" Dl.A.\!ETER X 8" LAG BOLT TO ~ C.M.U. WALL(4LOCATIONS). @ HEAVY DUTY HINGES ( 2 LOCATIONS). @ CONCRETE CURB BEYOND @ STUCCO SCREED, CONTINUOUS /;?I LENGTH OF WALL (2 SIDES). \!:::/ FINISH GRADE CONCRETE FOOTING OVER @ COMPACTED SUBASE PER SOIL ENGINEER'S RECOMMENDATION. NOTE: SEE FINISH SCHEDULE FOR MATERIALS, COLORS AND FINISHES. SCALE: 1/2"=1'-0" ------------------------------------------... --- r 4'-6" -,F-----9'-4" ----~---9'-4" -----4'-6" -~ l'-011 6 11 ~-+-----< 3"1YP C TRELLIS POOL EQUIPMENT ROOJ\I 4'-0" 2 1/2".TYP. ~-------------,© ,-------------;@ --IH--H--H--+1+-----© +-it+--tt-tt--t,rt-----0 1-t-----~ • & M ',' ~ ih H+-tt-,+--t++--~ ---© 5' M 11'-HH--tt--tt--ttt--it-----0 -H---lf-!ll-ll--lr-,il-ll--H-tl-tl--H-tl-tl-+JH--tt--t+--t++-1-----0 ~t:::=::'.:'.:::Ut:::::'.'.::::':'::::'.'.:::::"::::'.'::::'.:~==~*:':'::::::::::::::::j.=f=:'.t;__ -@ NOTE: 1. SEE FINISH SCHEDULE FOR MATERIALS, COLORS AND FINISHES. 2. ALL EXPOSED METAL COMPONENTS TO BE HOT DIPPED GALVANIZED AND RECEIVE (1) COAT PRlMER AND (2) COATS OF POLY-URETHANE PAINT. SCALE: 1/2"~1'-0" 0 4"X6"WOODLATTICE 8" X 8" WOOD CROSS G) BEAM NOTCH TO 8" X 8' WOOD BEAM BELOW, 0 8" X 8" WOOD BEAM (9 8" X 8' METAL POST POOL EQUll'MENT 0 ENCWSURB, SEE DETAIL A, TiilS SHEET POOL EQUll'MENT ' G) ENCLOSURE BEYOND, SEE i DETAIL A, T!IlS SHEET .: G) FINISH SURFACE © FINISH GRADE (v SEE ENLARGEMENT NOTE: I. ALL WOOD SHALL BE SAWN ON ALL FOUR SIDES. 2. TYPE OF WOOD SHALL MATCH ARCHITECTURAL WOOD TRELLIS, 3. WOOD SHALL RECIEVE ONE(!) COAT PRIMER AND TWO (2) COATS STAIN. STAIN SHALL MATCH ARCHITECTURAL WOOD TRELLIS IN COLOR. 4. FOR FOOTING DETAIL AND ALL CONNECTIONS, SEE PLANS PREPARED BY STRUCTURAL ENGINEER. r.'\ 1-1/2" DIAMETER CIRCULAR \V STEEL TUBING TOP RAIL. 17;\ 1-1/2" DIAMETER CIRCULAR \!;) STEEL TUBING MID RAIL. r:;,. 3/4" DIAMETER CIRCULAR \-V STEEL TUBING PICKETS. GATE HANDLE WITH CARD KEY LOCKING SYSTEM TO BE APPROVED BY THE OWNER. r;:,,. GATEHARDWARETO \::I PROVIDE FOR GATE TO BE LOCKABLE FROM THE OUTSIDE AND PERMANENTLY UNLOCKABLE FORM THE INSIDE. /?\ TUBULAR STEEL FENCING. \,V SEE DETAIL BON TiilS SHEET. /?\ 1-1/2" DIAMETER CIRCULAR \V STEEL TUBING SIDE RAIL. 17;\ (3) HEAVY DUTY SELF \.!I CWSING GATE HINGES. I"';;\ 2' DIAMETER CIRCULAR '-V STEEL TUBING BOTTOM RAIL. /;;\ 1'-8" DIAMETERX 1/8" THICK METAL V GATEHANDLEGUARDPLATE. @ FINISH GRADE. @ FINISHSURFACE. ' I I i I ,I I D TUBULAR STEEL FENCING SCALE: 3/4"=1'-0" E TUBULAR STEEL GATE SCALE: 3/4"=J -o.·n , I 1ll APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I , I •• ToPJA,/ '. LandH•P~ M~bif~·l!iii}t>:_l"l'ul,;J·,ii iJ '.!,~,.c:,. : :~---~:-,·, 944'1 Wop1a s~\~~·~ni\~,-~---;-~' SIDI Oi•&1>· Co\lf:~•-,J~:21if"c,.<. ,) Tcl.li:SS.f,Si:_.(IS5J:· ·r-. ,---· ,• I'"' &58,41&,~~ :·{':'.'._: A ""'"i8➔{ > . 'AS BUil T' P.E, __ _ EXP.----DATE ;1 REVIEw'ED BY• INSPECT □R DATE (( ' , --+--+----------t----t--+--i--tl SH7EETI CITY OF CARLSBAD ISHEETll ,...... !==~==::::P:::::LAN:::::::::N:::::IN::::G:::::::::DEP:::::::AR::::ll.l::::::::EN=T::::·==:'..==2,=:}!:;l ~ 1 CONSTRUCTION DETAIUI FOR: ' CARI.SBAD RANCH, PLANNING AREA NO. 5j RESORT SITE -VIlU POOL . 1---+--+------------1--------IAPP~ er-a.A r,.1s-•~. 11 . PLANNING DATE n. 1--0-A-=--1-1N-ITI-AL--l----------------1---+---+---+---f :;;D;;ViN:;;::;;BY;::=::::;::;::::::;--;:==:::::::;P:::::R:::::O:::JE::::::C:::::T=N:::O;::. =::::;;:::::D:::::RA:::Wl~NG:::::::;N~. ,., DA 1E INITIAL DA lE INITIAL CHKD BY MK ' ' REVISION DESCRIPTION RVWO BY:. MK CT.03-02 WO 428-0 ENGINEER OF WOljK OlHER APPROVAL CllY APPROVAL --r C.M.W.D. ____ _ ------------~----------- I ' I I ' ! •-· 111r11 I I : I i:I· Ii I RECYCLED WATER NOTES: ' I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD WATER DISTRICT AND THE CITY OF CARLSBAD'S RULES AND REGULATIONS. I 2. DRINJCING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLEDWATERSPRAY, MIST,ORRUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELJMJNATE OR CONTROL TO THE BEST EXTENT POSSIBIE 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 MATERIALS WILL BE ALWWED WITIIOUT PRIOR APPROVAL OF THE CARLSBAD WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HA VE WARNING TAPE PER CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 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 TliAN DISINFECTED TERTIARY RECYCELD WATER SHALL BE BETWEEN nm HOURS OF 10:00 PM AND 6:00AM, 9. BURIAL OF ALL WIRING AND PIPING SH,\LL MEET CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED !'ROM CONTACT WITH RECYCLED WATER, WHETiiEll BY WINDBWWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. I I. 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 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 SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, ''NON-POTABLE OR RECYCLED WATER", COWR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER TIIB CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS. IS. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER A."ID SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INC,,'HES CROSSING SEPARATION BETWEEN OTHER unpTIES. 17. Tim REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL'I1L 18. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD WATER DISTRICT AND/Oil THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL'I1L COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 19. WHEN RECYCLED WATER BECOMES AVAILABLE, ANON-SITE USER SUPERVISOR SHALL BB DESIGNATED IN WRITING. TIIIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS W!THIN THE PROPERTY, WITII THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PURy;EYOR'S RULES AND REGULATIONS, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BB PROVIDED TO THE CARLSBAD WATER DISTRICT. IN CASE OF EMERGENCY CONTACT ALLEN PRIDA AT (619) 498-2900. OR AFTER HOURS CONTACT ALLEN PRIDA AT (619) 498-2900. TYPICAL SIGNS " Ill.ACK LO@ . · · P\JRPLE BACKROVND r'" 81.M:K LEmAS WA/ININI) R CYCLED WAT£R ()0 NOT DRINK. : R CYCLED WATER . . . 1• IIV,CII I.ETTERS 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. --------------~ RECYCLED WATER SYSTEM (PRIVATE) CARLSBAD RANCH, PLANNING AREA 5 RESORT SITE: VILLA POOL CARLSBAD, CALIFORNIA THESE PLANS REPRESENT THE BIDDING AND CONSTRUCTION ITEMS THAT ONLY RELATES TO THE LANDSCAPE, I.E. HARDSCAPE, IRRIGATION AND PLANTING. FOR BIDDING AND CONSTRUCTION ITEMS AS RELATED TO ARCHITECTURAL, CIVIL, ELECTRICAL, PLUMJIJNG, MECHANICAL AND STRUCTURAL, TllE CONTRACTOR SHALL REFER TO THEIR RESPECTNE PLANS FOR DETAILED INFORMATION. ALTHOUGH THE ABOVE CONSULTANTS INFORMATION IS REFLECTED ON TOPIA'S PLAN, THIS L~l'ORMATION IS SHOWN FOR REFERENCE ONLY. l EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMJ;!D TiiAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND w ASHING, CLEANING OF TOOLS, ETC. GIVEN nm H!Gll TURNOVER RATE OF EMPWYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT nus INFORMA11ON BE DISSEMINATED ON AN ALMOST DAILY BASIS. A PHYSICAL SEPARATION SHALL BE PROVIDED BETW.EEN A,DJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BB PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. ALL RECYCLED WATER VALVES AND OUTLETS SHALL BE PROPERLY TAGGED TOW ARN TIIE PUBLIC AND EMPWYEES THAT THE WATER IS NOT SAFE FOR DRINKING. INSTALL A PROTECTIVE SLEEVE WHEN RECLAIMED WATER AND POTABLE WATER LINES CROSS. EXTEND THE SLEEVES 10' TO EACH SIDE OF nm CROSSING. MAINTAIN A 10• HORIZONTAL SEPARATION AND A 12" VERTICAL SEPARATION BETWEEN RECLAIMED WATER LINES AND POTABLE WATER. ALL USE AREAS WHERE RECYCLED WATER IS USED AND 1HAT ARE ACCESSIBLE TO nm PUBLIC SHALL BB POSTED WITH CONSPICUOUS SIGNS MATCHING THE DETAIL IN THIS SET OF PLANS THE CARLSBAD WATER DISTRICT IN CONJUNCTION WITH TIIE DEPARTMENT OF ENVIRONMENTAL HEALTH SHALL CONDUCT A CROSS-CONNECTION TEST PRIOR TO USING ANY RECYCLED WATER. AN ANNUAL CROSS-CONNECTION INSPECTION SHALL BE DONE BY THE CARLSBAD WATER DISTRICT SUBJECT TO APPROVAL BY nm STATE. COPIES OF nm INSPECTION REPORTS SHALL BE FORWARDED TO THE NON-INSPECTING PARTY. AN ON SITE WATER SUPERVJl,OR SHALL BE DESIGNATED TO TIIB CARLSBAD WATER DISTRICT IN WRITING. nus INDMDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITIIIN THE PROPERTY, WITH BASIC CONCEPTS OF BACKFWW AND CROSS-COl'<'NECTION PROTECTION, AND TiiE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. THE DESIGNATED WATER SUPERVISOR SHALL ATTTBND THE WATER DISTRICT'S CLASS FOR RECYCLED WATER SUPERVISORS. COPIES OF THE DESIGNATED SUPERVISOR WITII A 24 HOUR CONTACT NUMBER SHALL BE PROVIDED TO TIIE CARLSBAD WATER DISTRICT AND TI1E COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES. CONTACT THE CARLSBAD WATER DISTRICT AND THE LANDSCAPE ARCHITECT TO ARRANGE FOR A COVERAGE TEST AND WALKTHROUGH OF nm SYSTEM. PROVIDE A TWO-DAY NOTICE OF SUCH TESTING. QUICK COUPLING VALVES SHALL BE CONSTRUCTED OF BRASS WITH A PURPLE RUBBER COVER, AND SHALL BE I" INLET. THB COVER SHALL HA VE A WARNING INDICATING ''NON-POTABLE" OR "RECYCLED WATER", "DO NOT DRINK" IN ENGLISH AND SPANISH AND THE INTERNATIONAL "DO NOT DRINK' SYMBOL STAMPED OR MOLDED INTO nm COVER. VALVE BOXES FOR RECYCLED WATER QUICK COUPLERS SHALL BE PURPLE COWR. ALL GA TE VALVES, ELECTRICAL CONTROL VALVES, PRESSURE REDUCING VALVES SHALL BB INSTALLED BELOW GRADE IN A VALVE BOX. ALL APPURTENANCES SHALL BE TAGGED AS FOLLOWS: A. ELECTRICAL VAL VE AND GATE VALVE BOXES SJ-IALL HA VE A WARNING LABEL PERMANENTLY MOLDED INTO OR AFFIXED TO THE LID. nm WARNING SHALL INDICATE ''NON-POTABLE" OR "RECYCLED WATER", "DO NOT DRINK" IN ENGLISH AND SPANISH AND THE INTERNATIONAL "DO NOT DRINK" SYMBOL STAMPED OR MOLDED INTO nm COVER. VAL VE BOXES FOR RECYCLED WATER SHALL BE PURPLE COLOR. B. ALL RECYCLED WATER SPRINKLER CONTROL VALVES, STRAINERS, PRESSURE REGULATORS, QUICK COUPLERS AND GATE VALVES SHALL BB TAGGED WITII IDENTIFICATION TAGS. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COWR WITH THE WORDS "WARNING· RECYCLED WATER-DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISA • AGUA IMPUllA • NO TOMAR' ON THE OTHER SIDE. IMPRINTING SHALL BB PERMANENT AND BLACK IN COLOR. ONE TAG SHALL BB ATTACHED TO EACH APPURTENANCE W!Tll A PLASTIC TIE WRAP. RECYCLED WATER SPRINKLER IRRIGATION SYSTEMS SHALL HA VE A ''Y" OR BASK.ET STRAINER LOCATED DOWNSTREAM OF THE METER. nm STRAINER SHALL HA VE A 30-MESH OR FINER SCREEN. THE STRAINER DRAIN VAL VE SHALL OPERATE WITH A RECESSED K.EY SWT. RECYCLED SYSTEM TRENCHING DETAILS SHALL PROVIDE FOR TWO LAYERS OF WARNING TAPE RUNNING CONTJJNUOUS AWNG THE ROUTE OF TIIE MAINLINE. ONE SHALL BE LOCATED JMMEDIATELY ON TOP OF nm MAINLINE AND ONE 12" ABOVE THE TOP OF TIIB MAINLINE. rn ooierm CanseNe Water. .. 8Wlftl0 IRRIGATION NOTES: I. 2. 3. 4. 5. 6. 7. 8. 9. IO. 11. 12. 13. 14. 15. 16. 17. 18. 19. ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) nm DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR TiiE REQUIRED NUMBER OF WIRES UNDER PAVING. ALL LATERAL LINE PIPING UNDER PA VINO SHALL BE PVC SCHEDULE 40 OR 80 PIPE AND SHALL BE INSTALLED PRIOR TO PA VINO. SEE DETAIL P, SHEET ID-4 FOR MINIMUM PIPE COVERAGE AND SLEEVING DEPTHS AND MATERIALS Pil'E SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAJD RRIECTION. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTIIERS. THE IRRIGATION CONTRACTOR SHALL MAKE TIIE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTiiER WISE SPECIFIED. TiiE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRA Y ONTO WALKS, STREETS, WALLS, ETC. TIIIS 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. nm CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. IT IS TUB 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 HIS WORK. HE SHALL COORDINATE HIS WORK WITII OTIIER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PA VINO, ETC. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE ORA WINGS WHEN IT JS OBVIOUS IN THE HELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN TIIB AREA DIMENSIONS EXIST TIIAT MIGHT NOT !IA VE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFPERENCES SHOULD BE BROUGHT TO THE ATTENTION OP TiiE OWNER'S AUTHORIZED REPRESENTATIVE. IN TiiE EVENT nus NOTIFICATION IS NOT PERFORMED, nm IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED Oil SPECIFIED SHALL BE INST ALI.ED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM 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 ORA WINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO nm OWNER'S AUTIIORIZED REPRESENTATNE. CONTRACTOR SHALL INCLUDE IN HIS BID AN ADDITIONAL CONTROL WIRE FROM THE CONTROLLER TO EACH VAL VE ON nm SYSTEM. INSTALL POP UP HEADS WITHIN THE RIGHT-OF-WAY AND WHEREEVER WITHIN 10' OF ANY HARDSCAPE, TURF OR OTHER AREA WHERE PEDESTRIAN TRAFFIC MAY OCCUR. INSTALL CHECK VALVES AS REQUIRED TO PREVENT ALL WW HEAD DRAINAGE. ALL IRRIGATION BACKFWW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO TiiE CITY AND TiiE CARSBAD MUNICPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFWW PREVENTER MUST BE "SCHEDULE K HARD COPPER'. APPROVED CONTRACT BACKf'LOW TESTERS CAN BE FOUND O THE CilY WEB SITE AT: WWW.Cl.CARLSBAD.CA.US/PDl'DOC.HTML?PJOa-340 FINAL IRRIGATION AS-BUILT PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO PLANNING DEPARTMENT SIGNING THE PERMIT CARD. SUBMITTAL OF AS-BUILT PLANS SHALL BB AS REQUIRED BY Tim ENGINEERING AND PLANNING DEPARTMENTS. THE FINAL PLANS SHOULD BE PREPARED BY TIIE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY TIIE CONTRACTOR. WIRING OF NEW VALVES TO EXISTING CONTROLLERS AND THE WIRING OF NEW CONTROLLERS TO EXISTING MASTER OR CLUSTER CONTROL UNITS MAY REQUIRE DISTURBING EXISTING HARDSCAPE PLANTING OR IRRIGATION. CONTRACTOR SHALL REPAIR ANY DAMAGE MADE TO EXISTING HARDSCAPE, PLANTING OR IRRIGATION AS A RESULT OF ANY WIRING. PRIOR TO THE START OF ANY LANDSCAPE CONSTRUCTION OF VILLA POOL TljB LANDSCAPE CONTRACTOR SHALL EVALUATE nm EXISTING PHASE I (CITY DRAWING# 428-?M) AND SWPE REVEGETA TION/EROSION CONTROL PLAN (CITY DRAWING# 428-?L) LANDSCAPE INSTALLATION AND ITS INTERFACE WITH THE VILLA POOL 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 POOL LANDSCAPE DOCUMENTS. CONTRACTOR TO FULLY ADDRESS REMOVAL AND REPAIRS TO nm EXISTING RECYCLED IRRIGATION SIGNAGE NOTES: TIIE FOLLOWING GUIDELINES FOR nm USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CON TROLLER WHERE TIIEY ARE BASIL Y VISIBLE. PLACE ON 8 1/2' X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. L GUIDELINES FOR RECLAIMED WATER USE n. I. IRRIGATE BETWEEN TiiE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THE 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 SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITII THE LOWEST SOIL INFILTRATION RA TE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING nm REPEAT FUNCTION TO BREAK. UP TIIB TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. 4. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER nm CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEW ALK.S. MONITOR AND MAINTAIN TiiE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS TliEY BECOME APPARENT. ! I 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONT)NOUS BASIS OF TiiE PRESENCE OF RECLAIMED WATER. fERSONNEL MUST BE INFORMED ;rHAT RECLAIMED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN TiiE HIGH, TURNOVER RATE OF EMPWYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT nus .INl;ORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE; CO!tlTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPi.OYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. 8. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED W!Tli IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC 3" X 4" PURPLE IN COWR WITH THE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "A VISO • AGUA IMPURA. NO l'OMAR" ON THE OTHER SIDE. IMPRINTING SHALL BB PERMANENT AND BLACK IN COWR, USE TAG 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 WITHEXISTINGVALVECOVERBOLT. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMllD WATER SPRINKLER HEADS SHEET INDEX i l i " l ,°$!!lllXlrl!if!W,{~f}f~i:!~i\itJ;Jti1lA~lrtl!~g1~?f~ff0!ti:fdili1i~I~t~!J}:J1/IIJ2.lfi· •· RECYCLED WATER COVER SHEET ............................................................................ : ............ 8 . _\ IRRIGATION MAINLINE MASTER PLAN I PROJECT MAP ....................................................... 9 , IRRIGATION PLANS ............................................................................................................ 10 through'I' IRRIGATION PLANS -TREE BUBBLERS .......................................................................... 11 through 14 IRRIGATION LEGEND ................................................................................................................. I 4 . IRRIGATION DETAILS ....................................................................................................... 15 through 1~ EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED Willi A SIGN BEARING nm WORDS "RECLAIMED WATER USED FOR IRRIGATION' IN ENGLISH AND SPANISH, WITII BLACK LETTERS I" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE Pi.ACED SO 1HAT IT CAN BB READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. INSPECTION PROCEDURES: ~ I HEREBY DECLARE THAT r AM THE LICENSED DESIGNER OF WORK FOR TIIIS PROJECT THAT I HA VE EXERCIS RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS Afi PROFESSIONS CODE AND THAT TiiE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. \ I. INSPECTION OF THE PROJECT SHALL BE PREFORMED BY THE LANDSCAPE ARCHITECT OF nm WORK, OR HIS DESIGNATED AGENT. REFER TO nm SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMl'JT ALS. FOLLOWING COMPLETION OF THE WORK, nm LANDSCAP!l ARCHITECT OF nIE WORK WILL CERTIFY THAT TiiE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM". A REQUEST FOR FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: 760-944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: 760-602-4602 2. CITY CONSTRUCTION INSPECTION SHALL JNCLUDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTHS C. REQIJIRIJD SEPARATION (HORIZONTALLY AND VERICALLY) D. PIPE IDENTIFICATION B. POINTS-OF-CONNECTION (POC'S) F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS G. WARNING SIGNS AT TIIE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER (IF RECLAIMED WATER IS USED FOR CONSTRl,)CTION). AN APPROVED LETTER REGARDING nm INSPECTION OF tHE PROJECT SHALL BE OBTAINED FROM TIIB CITY AND THE DISTRICT, AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO FINAL INSPECTION APPROVAL. 3. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TESTS, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE TIIB ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTJON OF AREAS NOT APPROVED FORRECENING RECLAIMED WATER. B. WARNING SIGNS AND LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF nm IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING. B. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOlllS, ETC. G. CROSS-CONNECTION. I UNDERSTA.'1\/D THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO REVIEW ONLY AND DQE NOT RELIEVE ME AS THE LICENSED DESIGNER OF WORK OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ; . ·~ -~ THESE PLANS HA VE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CON~ PLAN, WATER CONSERVATION PLAN, FIRE PROTECI1ON PLAN AND ALL CONDITIONS OF APPROVAL RELATED T LANDSCAPING. FIRMNAME: ToPIA 9444 WAPLES ST. SU1TE470 SAN DIEGO, CALIFORNIA 92121 PHONE NUMBER: 858-458-0555 BY: FRANK R. MARC2YNSKI DATE: REGISTRATION NUMBER: g/tfb EXPIRATION DATE:_~3_,,__1/~~..l/et 'AS BUILT' 4. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PARTS "A", "B" AND "G" OF THE DISTRICT FINAL INSPECTION. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. P.E. __ _ EXP. ___ _ REVIE'wED BY• INSPECTOR DATIi SYSTEM INCLUDING BUT NOT LIMITED TO 100% HEAD TO HEAD COVERAGE, RELOCATION OF VALVES AND WIRING, AND REWCATION OF THE CARLSBAD MUJ\"ICIPAL WATER DISTRICT l---+----,f-------------+---+--+--+---11 S~ET I CIT¥LA£EG ~~lM~TBAD I 5'f I EXISTING RECYCLED MAINLINE TO ACCOMODATB THE NEW POTABLE IRRIGATION SYSTEM. :=R=E=C=Yi=C~LE.'.:D=W=J:.=TE=R=c=oVE=R=S=H=EE=T=FO=R:=.===:.::::=.l~ I . IN OSE , i DO NOT~.· NO TOMI l?RJNI\ \W a AGV.6 COUNTY OF SAN DIEGO Department of Environmental Health Land and Water Quality Division CARI.SHAD RANCH, PLANNING AREA NO. ! RESORT SI.TB -VILLA POOL 1 WAii NANII ~ CqJ11"11Ntl LA~ SI& l'IANIII IESl'IES IIE ~ 2 '-/-Zf,~ f PLANNING OWN BY: 1 -:f' lC ;it• Sil£ · a· 81.AQ< LtTIERS . · • .032. M,VMJNUM, .060 ABS PI.AS11C 111• ll 18" .SIZE ~O~.R_S_TI_CK_-_ON_V!_N_'I\._SI_O_N_S ___________ ~--~ .031 ALUMINUM, ,®II /ISS PLASTIC Date DAlE IN111Al ENGINEER ~ WORK REVISION DESCRIPTION DA 1E INl11Al DA 1E INl11AL OntER APPROVAL CITY APPROVAL CHKD BY: MK RVWD BY: MK PROJECT NO. CT.0..J-02 ORAWIN(f Q. WG 42q-;q OR SllCK~ON VIH'll. SIGNS Environmental eallh Specialist ------------- I,, ' ,. ' I 0 100 .J(J(J \ • ToPJA !M-MW ..... .._,aiili471. s...~.c........11211, Tll:Ul."11.1955 -1'., .. ..,,. - ' ' \ \ \ \ \ \ \ \ \ \ • \ \ \ \ LEGEND: \ \ \ \ : si.Maott .. <7 D'ESCIUPTION : : : _.i.,;..., __ .:,,~~ .... , • :,co.~, -,.....o.:4 '=--·~ -?' M --------· -·-·-·-·-·- ------ •11■11■t1■11■"■ ,,.,, .... ,,. cm rn:J cm • --------- NEW POTABLE MAINLINE FOR VILLA P<X>L NEW IRRIGATION GATE VAL VE FOR VILLA POOL POTABLE WATER MAINLINE SLEEVING FOR STREET CROSSING FOR VILLA POOL EXISTING RECYCLED MAINLINE FOR SLOPES AND PHASE l EXISTING RECYCLED MAINLINE FOR PHASE l EXISTING RECYCLED MAINLINE FOR SLOPE EXISTING RECYCLED P.O.C. I WATER METER EXISTING RECYCLED P.O.C. I WATER METER EXISTING IRRIGATION GATE VALVE EXISTING POTABLE MAINLINE FOR PHASE l EXISTING POTABLE P.O.C. /WATER METER EXISTING "DO NOT DRINK" SIGNAGE EXISTING RECYCLED WATER MAINLINE SLEEVING FOR STREET CROSSING "AS BUILT" APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. P.E. __ _ REVIE'wED BY• INSPECTCR EXP. DATE DATE fsHrrill CITY OF CARISBAD ,r~msl 1------1--+------------------1---+--1----+-----t ~. PLANNING DEPARlMENT _ 23 1-----+----+--------------------------+----+----+----+----1 IRRIGATION MAlliLINE MASTER PLAN FOR: CARISBAD RANCH, PLANNING AREA NO. 5 RJ:SORT snz -vnu POOL I AP'J,~ I L:r-t\(g t---t---+----------------t----i---t----t----t PLANNING,4 t----+---+-------------------+----+---+-----,1----t DAlE NllAL DAlE NllAL -OF-REVISION DESCRIPTION DAlE NllAL MK QTY U I ilOVM. MK PRo.ECT NO. CT.03-02 DRAWING NO. 11G "28-IIQ 1-0.0 oc: C -0 • CONNECTNEW MAINLINE INTO t EXISTING MAINLINE. EXISTING MAINLINE SYSTEM CONNECTS TO METER Pl (SEE SHEET 1-0.0 FOR LOCATION). FOR ADDITTONAL METER INFORMATION INCLUDING POINT OF CONNECTION, STATIC PRESSURE, AND ANY ADDITTONAL IRRIGATION EQUIPMENT SUCH AS BACKFLOW PREVENTER, MASTER VALVE AND FLOW " . '" ,_," . '-" " " " " " '· " SENSOR, SEE APPROVED DRAWING h #428-9M, SHEET 71. ----~ - NOTE: MAINLINE SHALL BE OUTSIDE THE RIGHT- POTABLE MAINLINE MAINLINE SEPARTATI DETAIL R, SHEET ID-4. ·-. ~-. ■ -~ "'- QUICK COUPLING VALVES SHALL BE ____ __; INSTALLED AT A MAXIMUM OF EVERY 150' ALONG THE MAINLINE AND AS NEEDED TO ADEQUATELY SERVICE THE AREA. NOTES: I. FOR IRRJGA TION NOTES, SEE SHEET 1--0. 2. FOR IRRIGATION LEGEND, SEE SHEET ID-1 . 3. FOR IRRIGATION DETAILS, SEE SHEETS ID-2 TOID-4. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 0 MATCHLINE: SEE SHEET 1-2 20 40 60 80 ICEYMAP N.T.S "AS BUILT" P.E. __ _ EXP.----DATE REVIE'wED BYr INSPECTCR DATE [sHEElll CITY OF CARISBAD II 9iEElS I t====1====t============================jt====t====!====j=====! ~. PLANNING DEPARlMENT . 2J IRRIGATION PLANS FOR: CARISBAD RANCH, PLANNING AREA NO. 5 Rl:SORT SlTI -VlIU POOL i------+--+------------+---1----1-----1--___J I APPR&:1-1 Lr -~ k:)1-•f:. I 1--.,,--,-1----+----------------I-----J---I----L-----J ~-P~LANN~TYIN~G=::ii:::1r=7;fo~~~=7~D~A~TEiij~ffi]-OAlE NllAL OAlE N1IAL OAlE N1IAL II MK PR<>.ECT NO. I DRAWING NO. ENGi wt ~ ._ REVISION DESCRIPTION 01HER ,-:NM. alY;.. 1 :covAL MK CT. OJ-02 . 'IC 428-9Q C.M.W.D. ...... <::> (A [ NOTES: I. FOR IRRIGATION NOTES, SEE SHEET 1-0. 2. FOR IRRIGATION LEGEND, SEE SHEET ID-I. 3. FOR IRRIGATION DETAILS, SEE SHEETS ID-2 TO ID-4. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 0 20 40 60 80 MATCHLINE: SEE SHEET I-1 ' ·'-._ I✓~ II! I ,, '1-l' ....._ I I · ,....,_ 7 ,-1, , R '·,, YI c ~c~_rJ l / --r • , ✓i' 11/z 1:-, r;:.:i _1 I , '" i 1/lv,' ,·-i-· ilf Ao 4, if{-, '/ I)/!,.:,,, I I I I -'< I · 1 I ---/-r-/ ~ ~, ' -)"' •' -_,---~ ..... --\ -,...- ----; J,,. .,...-' ,...- ,-\ ' 'c, ~ ,. ♦ . DATE N1lAI. DATE N1lAI. KEYMAP REVISION DESCRIPTION N.T.S ENGN:E/C OFMR< OlHEl!-N.. 'AS BUILT' 00 0 P.E: EXP. DATE REVIEIJED BY• INSPECTOR DATE ~II CITY OF CARLSBAD II SHEETS I PLANNING DEPARTMENT 2J IRRIGATION PLANS FOR: -~ ,... ,... 0 "' ffi ~ ~ ~ ~ ~ -CARISBAD RANCH, PLANNING AREA NO. 5 E-< u ::, RISORT Sl'l'E -VILU POOL IXi ..._ E-< -"' I APPPf_~ ~-b\4: I ~-J\ . .:,f!, DATE PLANNING OWN BY: I PRO-ECT NO. I ORA WING NO. DATE NllAl. CHKO BY: MK CT.OJ-02 QTY N I IIOYAL RVWO BY: MK 011G '4211-IIQ z 0 u ~ ~ ~ u ,.,, "' Cl ~ VI ...:i C.M.W.D. I-2 " -, ', ' ' ' ' ' ' . ''. ' ., ', ~ 'c~------' ·-. ,, __ ...... , _(J, ............ --..... '' -'-....._ '-'' ,._ ""-... ' --..., .. -........ '-'-.. ----. ---""' .__ , ......... ------ '~,\>~A\S'~• ~ ' c '", ,',' -~~----~: :~.£::-;~-'•, :,' ;:-._ ~: H ~ '-~"'ir',, -----. --------.. ......_ ""' A~" "· ·, . ', '' <•• ' ' ' ., --' -' ''• --~o.. . -~a ti -: ----_-:--'-.....' , ........ ~~ ';> 'V.k ,, ,"-, '-', '-''&,~Q.b It, • • '· "" ' ,, "' ..... /_ ;:,, '-,'.::-··..._ ~ '1y_ ½ ~ 'iJ;, ~-> "-·,, '·,", ",, ..................... ...... -~~ '0!. '-..... ~-~--' " ...... ...... .::-" ............ .... '"' / '-..... " ' ' . ... ...... ,~ ', h,, ~"'(li'-,,: ';s ' ....... '-'--. ~ ,, -" - -·lt, ',, .r -,/4iiiiiii"'l11111:a■ -. ,·,, --·--. ~' . NOTES: NOTES SEE SHEET 1--0. I FOR IRRIGATION , SEE SHEET ID-I. 2: FOR IRRIGATION LEG!~ SEE SHEETS JD-2 TO JD.4. J. FOR IRRIGATION DET , PLANTING ONLY, AS LOCATION OF PLANTING ARE . 40 To Laadooap• Arc,~i 60 80 KEYMAP N.T.S DATE NllAl. ENGINwltCJF- DATE NllAI. DATE NllAl. REVISION DESCRIPTION 01HEII _,,Al. QTY JJ I ilOVAL II AS BUILT" P.E. - REVIE\JED BY• EXP. --__ DATE DATE LAJIS FOR: TREE BUBBLER IRRIGATION p G AREA NO 5 CARISBAD RANCH, PLANNIN L • RSSORT SJTI: -VILLA POO I~ AP~P~{e~~~;'{FC;r,:-:;; ~~~;t\::f=====o:'::fr.~~"8~1 . PLANNING I DRA'MNG NO. I PRo.ECT NO. _ CT.03-02 C.M.W.D. B-1 ex C u u, l NOTES: I. FOR IRRIGATION NOTES, SEE SHEET 1-0. 2. FOR IRRIGATION LEGEND, SEE SHEET ID-I. 3. FOR IRRIGATION DETAILS, SEE SHEETS ID-2 TO ID4. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 0 20 40 60 80 --d ♦ ICEYMAP N.T.S " MA TCHLINE: SEE SHEET B-1 'AS BUILT' P.E. __ _ EXP.-----DATE REVIE\JED BY, INSPECTCR DATE fsHErrl I CITY OF CARLSBAD II SHEElS I L...Qj PLANNING OEPARlMENT 23 CONSTRUCTIOII' PLANS P'OR: CARISBAD RANCH, PLMOONG AREA NO. 5 Rl:BORT SlTI: -VllU POOL ~--+----+-------------.j._---1--_J_--L---J I =,:_./1,.,._R:.,,.,,,=,,G-=4'½--'-· =~=&-........ ____ _ w·lS::11 I DATE . DAlE NllAI. DAlE N11AI. DATE N11Al REVISION DESCRIPTION 01HER N'f'f/.CNAl 01Y~Al u¥M BY: •• OiKD BY: _,JN~K- RVWD BY: MK C.M.W.D. PROJECT NO. CT.03-02 -------- I DRAWING NO. . D11& 428--9Q B-2 QC c:: I ' '' i i: -__ ,_ ------~~ l: llllir· l:, .-----------------------------------------------------------------------------------------------.. --... ,~----.' . ----•. IRRIGATION LEGEND: IRRIGATION LEGEND (CONTINUED): •l~~~&;,;f',f { .. ~mh.t,~i~~~¢~ij§Sfff'.'~"i:l~t''oe,k-F,:MPij~J·~,9zj;tl$(~()J¥~ •····".: ,. · · .~'W-~2~-~~~~%'·':;~lMQRE~},'.lJYJ.~~~~~~iwnR~~,~,·,,; :: ."ff§t~'G!'.~i]Q~,J?i,yJ~g~ft~t~jj~~,~;~f.:E~~ 0 C c:, Ill RAJNBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAlNBIRD RAJNBIRD RAJNBIRD RAINBIRD RAINBIRD RAlNBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAlNBIRD RAINBIRD RAINBIRD RAlNBIRD RAINBIRD RAINBIRD RAINBIRD RAJNBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAlNBIRD RAINBIRD RAINBIRD RAINB!RD RAINBIRD RAlNBIRD RAINBIRD RAINBIRD J804-SAM-15F TURF POP UP, 360° 1804-SAM-ISH TURF POP UP, 180° 1804-SAM-ISQ TURF POP UP, 900 1804-SAM-ISV TURF POP UP, 180° 1804-SAM-12F TURF POP UP, 360° 1804-SAM-12H TURF POP UP, 180° 1804-SAM-12Q TURF POP UP, 90° 1804-SAM-12V TURF POP UP, 180° I 804-SAM-lOF TURF POP UP, 3600 1804-SAM-lOH TURF POP UP, 180° 1804-SAM-JOQ TURF POP UP, 90° 1804-SAM-l0V TURF POP UP, 180° 1804-SAM-8F TURF POP UP, 360° I 804-SAM-SH TURF POP UP, 180° 1804-SAM-SQ TURF POP UP, 90° 1804-SAM-SV TURF POP UP, 180° 1812-ISEST SHRUB POP UP, END STRIP 1812-ISSST SHRUB POP UP, SIDE STRIP 1812-SFB SHRUB POP UP, BUBBLER 1812-SHB SHRUB POP UP, BUBBLER 1812-SAM-ISF SHRUB POP UP, 360° 1812-SAM-ISH SHRUB POP UP, 180° 1812-SAM-JSQ SHRUB POP UP, 90• 1812-SAM-15V SHRUB POP UP, 180° 1812-SAM-12F SHRUB POP UP, 360° 1812-SAM-12H SHRUB POP UP, 180' !812-SAM-12Q SHRUB POP UP, 90° 1812-SAM-12V SHRUB POP UP, 180° 1812-SAM-IOF SHRUB POP UP, 360° 1812-SAM-IOH SHRUB POP UP, 180° 1812-SAM-IOQ SHRUB POP UP, 90° 1812-SAM-IOV SHRUB POP UP, 180° 1812-SAM-BF SHRUB POP UP, 3600 1812-SAM-8H SHRUB POP UP, 1800 1812-SAM-8Q SHRUB POP UP, 90° 1812-SAM-8V SHRUB POP UP, 1800 1812-SAM-SF SHRUB POP UP, 360° 1812-SAM-5H SHRUB POP UP, 1800 1812-SAM-SQ SHRUB POP UP, 90° PA-8S-15F SHRUB SPRAY, 360° PA-8S-15H SHRUB SPRAY, 180° PA-8S-ISQ SHRUB SPRAY, 90° PA-8S-ISV SHRUB SPRAY, 180° PA-8S-12F SHRUB SPRAY, 360° PA-8S-12H SHRUB SPRAY,, 1800 PA-8S-12Q SHRUB SPRAY, 900 PA-8S-12V SHRUB SPRAY,, 1800 PA-8S-l0F SHRUB SPRAY, 360° PA-8S-I0H SHRUB SPRAY, 180° PA-8S-IOQ SHRUB SPRAY, 90° PA-8S-IOV SHRUB SPRAY, 180° PA-8S-8F SHRUB SPRAY, 360° PA-8S-8H SHRUB SPRAY, 180° PA-BS-SQ SHRUB SPRAY, 90° PA-8S-8V SHRUB SPRAY, 180° 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 3.3p 1.65 0.82 1.65 2.40 1.20 0.60 1.20 1.44 0.72 0.36 0.72 0.82 0.41 0.21 0.41 0.56 1.11 1.5 1.0 3.30 1.65 0.82 1.65 2.40 1.20 0.60 1.20 1.44 0.72 0.36 0.72 0.82 0.41 0.21 0.41 0.27 0.13 0.07 3.30 1.65 0.82 1.65 2.40 1.20 0.60 1.20 1.44 0.72 0.36 0.72 0.82 0.41 0.21 0.41 14 FT 15F 14 FT 15H 14 FT 15Q 14FT 15V II FT 12F II FT 12H II FT 12Q II FT 12V 9FT !OF 9FT !OH 9FT lOQ 9FT !0V 7FT 8F 7FT 8H 7FT SQ 7FT 8V 4XI 4 FT 15EST 4X28 FT 15SST SFT 5FB 5 FT 5HB 14FT 15F 14FT !SH !4FT J5Q 14FT 15V 11 FT 12F II FT 12H II FT 12Q 11 FT 12V 9FT !OF 9FT !OH 9 FT !0Q 9FT JOY 7FT SF 7FT SH 7FT SQ 7FT 8V 4FT SF 4FT SH 4FT 5Q l4FT 15F 14FT 15H 14 fT 15Q 14 ~T 15V 11 FT 12F II FT 12H II FT 12Q II FT 12V 9FT !OF 9FT !OH 9FT IOQ 9FT JOY 7FT 8F 7FT 8H 7FT SQ 7FT 8V SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEEDETAILA SEEDETAILA 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 SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEE DETAIL B · , SEEDETAILB SEEDETAILB SEEDETAILB SEE Dt:T AIL B SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILC SEEDETAILC SEEDETAILC SEEDETAILC SEEDETAILC SEEDETAILC SEEDETAILC SEEDETAILC SEE DETAIL C SEE DETAIL C .,_ SEEDETAILC SEEDETAILC SEEDETAILC SEEDETAILC SEEDETAILC SEEDETAILC @ RAINBIRD 33D-LRCQUICKCOUPLER VALVE SEE DETAIL I M NIBCO T-113GATEVALVE,LINESIZE SEEDETAILJ ~ RAJNBIRD PESB-R SERIES REMOTE CONTROL VALVES · SEE PLAN FOR SIZE SEE DETAIL H ~ ---- _,_ -·- ►◄ ~ ~ U.G.T. SA6-RBl-40/LPPIMSP/EMPl6/FS -300-40 STATION SATELLITE CONTROLLER CV SERIES ADJUSTABLE INLINE CHECK VALVES SEE DETAIL N PER MANUFACTURER SEE SPECS SPLICE BOX/ PULL BOX PER MANUFACl'URER APPROVID APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED EXlSTING EXlSTING EXlSTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING RAINBIRD PVC CL. 315 MAINLINE FOR POTABLE USE, SIZE 2" MIN. PVC SCIL 40 MAINLINE FOR POTABLE USE, SIZE 1-1/2" MAX POTABLE PVC SCH 40 LATERAL LINE, SEE PLAN FOR SIZE RECYCLED MAINLINE SLEEVING COMMUNICATION CABLE -PAIGE MAXICABLE IN l" CONDUIT FWW SENSING CABLE· PS ELECTRIC P7162D IN I" CONDUIT MODEMLINEFORMAXICOM RECYCLED PVC SCH 40 (PURPLE PIPE) LATERAL LlNE, SEE PLAN FOR SIZE WATER METER -SEE APPROVED PHASE I PLANS· DRAWING #428-9M RECYCLED MAINLINE PER SWPE REVEGETATION/EROSION CONTROL PLANS. SEE CITY PROJECT NUMBER CT.30-02, DRAWING NUMBER 428-9L. SEE DETAIL P, Q AND R SEE DETAIL P, Q AND R SEEDETAILP SEEDETAJLP PER MANUFACTURER PER MANUFAC11JRER PER MANUFACTURER SEEDETAILP QUICK COUPLER VAL VE PER SWPE Rt:VEGETATION/EROSION CONTROL PLANS. SEE CITY PROJECT NUMBER CT.30-02, DRAWING NUMBER 428-9L. GATE VAL VE PER SWPE Rh-VEGETATION/EROSION CONTROL PLANS. SEE CITY PROJECT NUMBER CT.30-02, DRAWING NUMBER 428-9L. REMOTE CONTROL VAL VE PER SWPE REVEGETA TJON/EROSION CONTROL PLANS. SEE CITY PROJECT NUMBER CT.30-02, DRAWING NUMBER 428-9L. RECYCLED MAINLINE PER PHASE 1 LANDSCAPE PLANS. SEE CITY PROJECT NUMBER CT.30-02, DRAWING NUMBER 428-9M. QUICK COUPLER VAL VE PER PHASE 1 LANDSCAPE PLANS. SEE CITY PROJECf NUMBER CT.30-02, DRAWING NUMBER 428-9M. GA TE VAL VE PER PHASE I LANDSCAPE PLANS. SEE CITY PROJECT NUMBER CT.30-02, DRAWING NUMBER 428-9M. REMOTE CONTROL VAL VE PER PER PHASE I LANDSCAPE PLANS. SEE CITY PROJECT NUMBER CT.30-02, DRAWING NUMBER 428-9M. (3) RWS-DCG ROOT WATER SYSTEM UNITS 25 0.25 SEE DETAIL O .. ·,X ffixx ◄----VALVE/ CONTROLLER SEQUENCE -GALLONS PER MINUTE 7 VALVE SIZE _ NOTE: t. ''NP" DESIGNATION IS FOR USE ON RECLAIMED (NON-POTABLE) SYSTEM. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. P.E. REVIE'w'ED INSPECT□R 'AS BUILT' EXP. BY• ' . DATE DATE CITY OF CARLSBAD SHEETI$ PLANNING DEPARTMENT 23 1---t----+------+---+---+-~ ~ :======-=====::::::::::::==:::::::::::::::::::::==:::=~====i< IRRIGATION LEGEND FOR: CARISBAD RANCH. PLANNING AREA NO. 5 RESORT SITE -VllU POOL 1----1--+------------l---4-----1----l---i I APPR?:,'3 • ..( lr:· tll/4 _ PLANNING j I I \ ' -i~ ~~ 1•-l_ t'-'), r~ •-c f -~ ~ C ( _ µ. ll- DA-INITIM. DWN BY: • • PRO.E:CT NO. DRAWING NO. (.., ,~ DAlE INITIAL DAlE INITIAL CHKD BY: MK ' iJ ENGINEER a, WORK REVISION DESCRIPTION OTHER APPROVM. CITY APPROVAL RVWD BY: MK CT. 03-02 DWG 428-~9 1: ... --------------------------------------------~-=-"::__:_3_i _____ _:__~_=~-....:..~--:..:..:.-:_:__:::..._--_-~.}-~_1::::__::::._::':!.._~_L..'._~3_~_~3~_=_=_=_=_=::.._=-_=_=_=_=_=_=_=_!!:::._=_=~-~.., ~ C.M. W.D. _____ · )-l ~ ------------·--- ', I \ TURF POP-UP E r -- -----POP-UP SPRAY SPR!NKLER.: RAIN BIRD 1804 -SAM WNANNOZZLE PVC SCH 80 NIPPLE (LENGIB AS REQUIRED) .,.----PVC SCH 40 ELL PVC SCH 40 STREET ELL ....---PVC SCH 80 NIPPLE (LENGIB AS REQUIRED) PVC SCH 40 STREET ELL PVC LATERAL PIPE PVC SCH 40 TEE OR ELL ....----PLANTMATERIAL FINISHGRADll/TOPOFMULCH ..--~ POP-UP SPRAY SPRINKLER: RAIN BIRD 1812 WITH 1800 VPC WITII RAIN BIRD ROTARY NOZZLE PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL __.--PVC SCH 40 STREET ELL --PVCSCH80NIPPLB (LENGTH AS REQUIRED) 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. NOTE: PLASTIC NOZZLE: RAIN BIRD 1800 SERIES ....----WITII PURPLE NON-POTABLE CAPS ON ALL HEADS USING RECYCLED WATER _,-----PLASTIC SHRUB ADAPTER: RAIN BIRD MODEL PA-8S ..----PLANT MATERIAL ~--FINISH GRADE/TOP OF MULCH ------UV RADIATION RESISTANT PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) __..--PVCSCH40ELL ..-----PVCSCH40STREETELL ------1/2-INCH PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ..----PVC SCH 40 STREET ELL ...._ __ PVC SCH 40 TEE OR ELL --.._ __ PVCLATERALPIPB I. A SWING PIPE ASSEMBLY MAY BB USED WITH FLOWS LESS THAN 4 GPM. N.T.S. B SHRUB POP-UP N.T.S. C SHRUB SPRAYHEAD N.T.S. D F ---··----- I ~--------4-INCHGRATE (INCLUDED) ~--------BUBBLER: RAIN BIRD 1401 0.25 GPM (INCLUDED) ~-------ROOT WATERING SYSTEM: RAIN BIRD RWS-BCO (INCLUDES 1401 0.25 GPM BUBBLER WITH RISER, CHECK VAL VE, GRATE, SWING ASSEMBLY, 1/2" MALE NPT INLET, AND BASKET CANISTER) iif"Te,!i1''--------FINISI-IGRADE ..-------CHECK VAL VE (INCLUDED) ~-------112-INCH PVC SCH 80 NIPPLE (INCLUDED) ,,-------112-INCH 90-DEGREE ELBOW (INCLUDED) ,,-----12-INCH SWING ASSEMBLY (INCLUDED) ,,----112-INCH MALE NPT INLET (INCLUDED) "---PVC SCH 40 TEE OR EL '------LATERAL PIPE '---------4-INCH BASKET WEA VE CANISTER (INCLUDED) .;---30-INCH LINEAR LENGTII OF WIRF, COILED _,,--WATER PROOF CONNECTION (I OF2) .,,---IDTAO .,,,---VAL VE BOX WITH COVER: 12-INCH SIZE _...--FINISH GRADE/TOP OF MULCH _,,--REMOTE CONTROL VAL VE: RAINBIRD B .,,.--PVC SCH 80 NIPPLE (CLOSE) ~-PVC SCH 40 ELL ~-PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ,e-.,~ ,&,---BRICK (I OF 4) 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-INCH MINIMUM DEPTII OF 3/4-INCH WASHED GRAVEL G ROOT WATER SYSTEM N.T.S. REMOTE CONTROL VALVE II AS BUILT" P,E, __ _ EXP, ___ _ DATE REVIEYED BY• ' APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. INSPECTOR DATE I I IRRIGATION DETA!l8 FOR: CARI.SBAD RANCH, PLANNING AREA NO. 5. RESORT SITB -VILLA POOL 1----lf----+------------lf----+--1--+----I IAPPIM~ l..r, ~\A l--\~-.r~ I 1--:-c-=-l-:=,,-l-~---------------l--,-.,,--l-,,,=-c--+-,--,,,..-+,-,.,-.,---l ;::· P~LA~NN~l~N:::G=:i~::Jr==~~~~f==ii·~D~A~TE~~~\, DATE INITIAL DATE INITIAL DATE INITIAL I OWN BY: PROJECT NO, DRAWING ENGINEER"' WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~ ~~ -~'!!,~-1 CT. 03-02 WG 428-.. C.M. W.D. ____ _ -2 -----·-·-· ·,-----... ... . ;; ' i I:,. ~ -<I_ ~ 'i; ~ <( \, ., '-UJ ' ! -. . ·-i J__ .--------------------------------------.-------------------------------------•-------------------------------------------------------------------------lP,.,~ ,,--FINISH GRADE/TOP OF MULCH QillCK-COUl'LJNG VAL VE: ~-POTABLE: RAIN BIRD MODEL 33LDRC ROUND CONCRETE VALVE BOX ll COVER· COVER SHALL BE MARKED "BV" WITH LETTERS PAINTED IN l l/2" WHITE LETTERS ON VAL VE COVER BY CONTRACTOR. NOTE: .,,--v AL VE BOX WITH COVER: 6-INCH SIZE, .,,.--PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) .,,..-3-JNCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL ~-PVC SCH 40 STREET ELL ~-BRICK (l OF 2) .,,.--pvc SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL '----PVC SCH 40 TEE OR ELL ~-----PVC MAINLINE PIPE ~---------PVC SCH40 ELL '-------------2•x 2" REDWOOD STAKE WI STAINLESS STEEL GEAR CLAMPS OR EQUN ALENT SUPPORT SYSTEM I. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUl'LJNG VAL VE INLET SlZE. I QUICK COUPLING VALVE L r l" IN LA \VN AREAS 3" JN PLANT AREAS 3 --- • NOTES: FINISH GRADE BRASS GATE VALVE WITH BRONZE HANDWHEEL ".,,.--SCH 40 PVC MALE ADAPTORS ~-3/4" WASHED CRUSHED AGGREGATE BASE -PLACE AGGREGATE PRJOR TO INSTALLATION OF VAL VE BOX -TEFLON TAPE ALL THREADED FITTINGS N.T.S. J GATE VALVE N.T.S. ./. Toi"fA•·•···.·. Landscape Ar~ hi! fC1~(r)., P 1,-·I)~ inf l?ill IM!CTI? ... •.;:,'-~:.:_ 9,M-4 Wlll'lc,; Strr:i;( ~M.o17J'.,~ _.-~ -·., S.nDleaii.~ .. ~12)-.: ·,. ·· T~ ffl~$J:::, -. l'a;S/it.~.~~:~.L A califomi•.~~~ -· .,. . ' . ' . . • • ~--FIELD SATELLITE CONTROLLER: OR CLUSTER CONTROL UNIT ,,---STAINLESS STEEL PEDESTAL PROVIDED BY MANUFACTURER ,,---CONCRETEPAD: 6-JNCHMJNIMI.JM THICKNESS . FINISH GRADE ,,---3-JNCH PVC SCH 40 CONDUIT, FITTINGS AND SWEEP ELL WIRES TO REMOTE CONTROL . VALVES '----=::::::::::::!=~-I-INCH PVC SCH 40 CONDUIT, FITTINGS AND SWEEP ELL TO TO POWER SUl'PLY N CONTROLLER AND PEDESTAL APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" P.E. ---EXP. ---- REVIE'w"ED BY• INSPECTOR DATE DATE fSHm1 CITY OF CARLSBAD SHEETS l---+--,-i--------------1----1---+--+----I ::~=6=~==:P:::LA:::N:::N:::IN::::G::::D::::EP:::::::::AR:::Th4=EN:::T:==~:::=2,::::'J=. ~ IRRIGATION DETAIIS FOR: CARl.SBAD RANCH, PLANNING AREA NO. 5 RESORT SITE -VILLA POOL ,., • \\ . .,.t, l---+-c~,-+---------------+----'l----+----1---1 ::;;P~LA;:;N::;N;;IN;:G::_=...1~::;._=_~ l===::=::::===;-;::::D:::::ATE=::=~ D•TE INITIAL Dl'IN BY: PROJECT NO. DRAWING NO. n DATE INITIAi. DATE INITIAi. CHKD BY: MK ENGINEER rl WORK , REVISION DESCRIPTION o1HER APPROVAL c1TY APPROVAL RVWD Bf: f.lk CT. 03-02 WG 428-9Q ll-------------------------------------------------------------------------------1!!""' C.MW.D. ____ _ --------------- I -,---- -~ ~ c g: <( ~ !i <( .. ' ,' ·:1,' ~-li!:,.i, -- ---·-• -•••-__ ,., __ T··--·-----------------· --·-------------·--·--., •-~l, I"'---------------------------------.----------------------------------.----------------------------------.... ----------------.... ---------------."" 0 ' I Carlsbad PA 5 Pressure Calculations SECTION VIEW MAJNL!NE, LATERAL, AND WIRING IN MAINLINE LATERAL WIRING IN CONDUIT THE SAME TRENCH RUN WIRING BENEATH AND BESIDEMAJNLINE. TAPE AND BUNDLE AT 10-FOOT INTERVALS. Pll'E PIPE PLAN VlliW ALL SOL VENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN. WIRE W/0 CONDUIT TIB A 24-INCH LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 30° OR GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN ~E. MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS: SLEEVE DErrHS AND MATERIALS SHALL BE AS FOLWWS: A. PRESSURE LINE: *LESS THAN 3" IN DIAMETER -18" COVER •3• -S-112" 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" JIN D!AMETI\R-48" COVER D. SLEEVES UNDER PA V!NG (NON ROADS) • SAME AS 'A' ABOVE A. SLEBVES UNDER ROADS: *6" OR LESS IN DIAMETER -36" COVER *GREATER THAN 6" IN DIAMETER-48" COVER SCHEDULE 80 PVC B. SLEEVES UNDER PAVING (NON ROADS) *LESS THAN 3' IN DIAMETER-18" COVER *3" -5-1/2" IN DJAMETER-24" COVBR *6" OR GREATER IN DIAMETER -36" COVER SCHEDULE 40 PVC I N.T.S. p PIPES, WIRES, AND TRENCHING N.T.S. ' Valve No .. K~ (FARTHEST V/11..VE FROM POC} Meler Size/POC POC AT EXISTING 4• MAINLINE. Static Pressure (PSI) 80.41 Peak Dernand in GPM 11.10 Pipe Segment $iz41 Pi~ Cl,;1ss Flow GPM Length (feet) Lateral 1 3/4'' SCH40 0.21 Lateral 2 3/4" SCH40 0.62 lateral 3 3/4" SCH40 1.03 lateral 4 3/4" SCH40 1.44 Lateral 5 3/4" SCH40 1.85 Lataral 6 314" SCH40 2.2a Lateral 7 3/4" SCH40 2.62 Latl'!ral a 3/4" SCH40 3.03 Lateral 9 3/4" SCH40 5.70 Leteral 10 3/4" SCH40 5.91 lateral 11 3/4" SCH40 6.73 Lateral 12 3/4" SCH40 7.14 Lateral 13 3/4" SCH40 7.55 lcillercill 14 3/4" SCH40 8.27 lateral 16 1· SCH40 11..10 Sul)tot.d Mainline 1 4•· Cl 315 11.10 Sul)total Re~uced PreS!;ure Ba.ck Flow Preventer Normally Closed Master Valve Gale Va Ive 4'' Control Valve 2" Lateral Pipe Mainline Pipi, W@)er Meter Sprinkler Oemancl Fitting Loss Subtotal Elevation at Valve 226 Elevation at POC 15!7 Elevation Difference 29 multlplier Tolal Required Pressure Residual Pressure 3Jl8 3.92 4.03 4.89 4-49 3,93 3.04 1.43 4.53 4.21 4.13 3.95 3.27 3.82 5.23 1380.00 0.43 Velocity Ft/Seo 1.05 1.20 1.80 2.40 3.00 3.61 3.61 4 .. 21 3,61 4.2.1 3.61 4.21 4.21 4,21 3.34 1.67 ------------------------~----- Friction Faclof PSI Loss 0.43 0.39 084 1.42 2.15 302 3.02 4.01 3.02 4.01 302 4.01 4.01 4.01. L97 0.12 002 0.02 0.03 0.07 o.,o 0.1.2 0.09 0.0!1 0.14 0.17 .0.12 0.15 0.13 0.15 0.10 1.41J 1.66 1.68 12.00 4.80 0.65 4.80 1.48 1.66 :z.50 25.00 0.50 53.38 12.56 65.114 1,4_47 --------------------·---T- , ... • ,·•, I .. JI • .. ... . '•',;" . 1•· l,....---,Jl•'.'__. ·~-:==--CONCRETE THRUST '31 E • · • n!I BLOCKS mlLml,· I mill~I ill~ lll.rnllli=-n- ~ ~TI •·· .1f;; ~·.·.· ... ·.··.·._·. -, -,·.,__ _ __.,,....-o,::••:::,.:;.•=~· ~~_II: __ GASKET FITTING I ::::::::I ' -•-· -· ti .- -1-------+--,J---PVC BELL REDUCER STREET SURF ACE 3.5 FEE POTABLE SERVICE LINE (SEE IMPROVEMENT rDRAWINGS) RECLAIMED WATER IRRJGATION MAINLINE WITH SLEEVE ; 12" MINIMUM REQUlRED VERTICAL SEPARATION NOTE: ! ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED IN "STANDARD SPECIFJCA TJONS FOR PRIVATE IRRIGATION SYSTEMS" OLIVENHAIN WATER DISTRICT'S RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS OCTOBER 1993 POTABLE SERVICE LINE CROSSING APPROX 8" --24" METER BOX WITH METER POTABLE _ __,, 12" SERVICE LINE MINIMUM 1 O' MINIMUM TO I__ POT ABLE MAINLINE - IN STREET RECLAIMED WATER IRRJGATION MAINLINE WITH SLEEVE NOTE: VERTICAL CLEARANCE OF 12" MlNIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. POTABLE MAINLINE CROSSING THRUST BLOCK N.T.S. TYPICAL STREET CROSSING .N.T. , ., ,. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 'AS BUILT' P,E.---EXP.----DATE REVIE'wED BY• INSPECTOR DATE rSHEEf1 CITY OF CARLSBAD ~ 1----+----,1---------------+----+----+---½--4 l_{ZJ PLANNING DEPARlMENT ~ :===-====::::::::====::::======~::::=::: ToPI'Al• ',· L• n a I Q1tp~ A rcllill-.i,-i'U:rf.1'bnjiin.t' IRRIGATION DETAILS FOR: .,....mr srn: 3 if t ;.;.a '·.;.·.---~ ' " CARISBAD RANCH, PLANNING AREA NO. 5 RESORT SITE -VILLA, POOf,, ~ Wapb ~~·i:4i\/'.\~'. SIODiop.C&ll~,jll~." '··';, ":" 1-----l-----l---------.J----1----4---1----.I I APPA~J 4--~\tc! _ PLANNING ~ G,-1,.0~ I DATE _ Ti:J; B58.45~.Q!i5JI ··1 ':• :_. -:.:: F .. E.SS.~!i,G'IJ,ft-·;·· _ _;;· ;;;' ' .-.ciim,m1~~f~·,_; DATE INITIAL •.>· . ENGINEER Cl' WORK REVISION DESCRIPTION --------------- DA 1E INITIAL DA 1E INl11AL OlHER APPROVAL CllY APPROVAL DWN BY: -""'--PROJECT NO. ~~ gf: ~~ CT.03-02 . ....l.. .... - DRAWING NO . lYG 42B-9Q ;'( . i 1 . ; ' ef ' ,i . ) ' ' ' . ;t i;j ., .. :1: ; { j . ;}; '® _-\iJ 'I :...; ,-., ·•,j • 1 ' .,1 a h, ;"5 . ' ; : ~ ! .. ;~ ,,f :;, -;i ' " :-~ '· ' i) '1 . ; ' ., '""1 :: ', , . ~I . ' -.... < ! 1,:1";) . • Ii:> • ': !1{ 0 CUP ANIOPSIS ANACARDIOIDES Carrot Wood Tree 15 Gallon Multi trunk @ LAGERSTROEMIA INDICA -----~'N.::.A:.:T7C7H=EZ';=+;:-:::-;;--..L,,"'"""'.~c;j Crape Myrtle 15 Gallon · < ,. '· Multi trunk ' ·, ' @ LAGERSTROEMIA INDICA 'TUSCARORA' Crape Myrtle Multi trunk SYAGRUS ROMANZOFFIANUM QuccnPalm ''· ' 15 Gallon 15 Gallon GREWIA OCCIDENTALIS "~" .,.,___:~=:.'.:~L:_:av::'.endcr~~S~tm~llo~w::cr,-5;-;::Gal::;;lon:-:---~"-'-::---"-<-I/;;;""" •. <~ ':'.:::--:- "'-"--/ ~'-""' ~ :::: :::: ::_ ,:--.:: . PANOOREA JASMINOIDES Bower Vine 5 Gallon DICKSONIA ANTARCTICA Tasmanian Tree Fem 15 Gallon LONICERA JAPONICA Japanese Honeysuckle ■ NOTES: L FOR PLANTING NOTES, SEE SHEET PD-2. 2. FOR PLANTING LEGEND, SEE SHEET PD-L 3. FOR PLANTING DETAILS, SEE SHEETS PD-2. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. - -MA TCHLINE: SEE SHEET PT-2 0 20 40 60 80 ♦ KEYMAP N.T.S PODOCARPUS GRACJLIOR Fem Pinc 15 Gallon DELOSPERMA ALBA White Trailing Ice Plant Flats @ 12" O.C. CINNAMOMUM CAMPHORA Camphor Tree -Standard Trunk 24" Box ANNUAL COLOR Annuals SYAGRUSROMANZOFFIANUM QuccnPalm PELARGONIUM PEL TATUM Flats @ 12" O.C 20' RT.ff. Ivy Geranium Flats @ 12" O.C • 'AS BUILT' P.E. __ _ EXP.----DATE REVIEw'ED BY• INSPECTOR DATE TREE AND GROUNDCOVER PLANTING PLANS FOR: CARISBAD RANCH, PLANNING AREA NO. 5 E==t==±===============+==t===l===t==l IAPPftTJ tr-f:\) r:ft: . PLANNING RJ:SORT SITE -VIIU POOL l,-,'"~ I DATE . DAlE NTIAI. OtMi.H (S WOii( REVISION DESCRIPTION DAlE INTIAI. D1HER lff'fltNAl. DAlE N11Al. CITY N'f'f1<11/Al. uYltl toY: I CHKD BY: --,M!'!K--1 RV'M) BY: MK . C.M.W.D. PRO..ECT NO. CT.OJ-02 I DRAWING NO. . D11G 428-IIQ l NOTES: I. FOR PLANTING NOTES. SEE SHEET PD-2. 2. FOR PLANTING LEGEND. SEE SHEET PD-I. 3. FOR PLANTING DETAILS. SEE SHEETS PD-2. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ANNUAL COLOR Annuals PELARGONIUM PELTATUM Ivy Gcraniwn Flats@ 12" O.C. Flats@ 12" O.C. 0 20 40 60 80 -d ♦ KEYMAP N.T.S MATCHLINE: SEE SHEET PT-1 - DAlE NTIAI. DAlE NTIAI. ENGi Lt CF WORK REVISION DESCRIPTION ) DAlE NTIAI. OTY N'f'f«YI/M. KAS BUIL TK P.E. __ _ EXP. ___ _ DATE REVIEIJED BY• INSPECTOR DATE fsHEITI I CITY OF CARLSBAD II SHEElS I ~ PLANNING DEPARlMENT 23 TREE AND GROUNDCOVER PLANTING PLANS FOR: CARIBBAD RANCH, PLAHNING AREA NO. 5 RISORT SITZ -VIIU POOL uV!tl t>Y: CHKD BY: _Nll!K--1 RVV.O BY: MK PRo.ECT NO. CT.03-02 C.M.W.D. ____ _ I ORA WING NO. _ DllG 428-9Q PT-2 ex C ... 2 I i PITIOSPORUM TOBIRA Pittosporum 5 Gallon PHOTINIA FRASER! 3 Pbotinia 5 Gallon RHAPHIOLEPSIS INDICA 'ENCHANTRESS' G) PRUNUS CAROLINIANA 'BRIGHT 'N TIGH'I' Carolina Laurel Chctry 15 Gallon'. PODOCARPUS HENKELII Long-Leafed Yellowwood 5 Gal RHAPHIOLEPSIS INDICA 'BALLERINA' Indian Hawthorn 5 Gal BUXUS JAPONICA XYLOSMA CONGESTUM HEMEROCALLIS HYBRIDS • Daylily NOTES: I. FOR PLANTING NOTES, SEE SHEET PD-2. 2. FOR PLANTING LEGEND, SEE SHEET PD-I. 3. FOR PLANTING DETAILS, SEE SHEETS PD-2. I Galloo • APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. cl - 0 20 40 60 80 /// / / . ! / ! ; / ,-7 I /1 I I / t / / ·' I I I / ! . . • (,, I I / /' .. ·, -·' . / / / ., ·-.f'.,:: __ "--l_ . -~ I I ! /' -~', I -i / ' . ' -· '·) --J..-,• / / / .-., ,. , ' . // , I / I I i i /' '. I I I . 1/ , . i ! i , ' f? i i / , , , f.: / (' --/' _?; ~ i ' I ' ' -...... IL .. -,_.s; ;;r Ct • .. ! , I I /; .. ···'/.. , , I ,. I -'• -i , I -----,1 ----0 ,.~ ' -)'' .,.,, \ ,.. ... -_ _.r--~--' -,..---, --\ .r-/-' -J ,..- .-\ ' " .- ♦ P-2 DAlE NTIN.. KEYMAP N.T.S -..:ti<DF- i DAlE NTIN.. DAlE NTIN.. REVISION DESCRIPTION OlHER N'PR<NN.. atY N'PR<:N>L 1 AS BUIL T 1 P.E. EXP. DATE REVIE'wED BY• INSPECTOR DATE I Sli~~T II CITY OF CARLSBAD 11 Sli~TS I PLANNING DEPARlMENT SHRUB PLANTING PLANS FOR: CARISBAD RANCH, PLANNING AREA NO. 5 RESORT SITZ -VILLA POOL I l:2°1 ~ ~-Cit·l!! ·•22 DAlE DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: MK RVWD BY: M~ CT.03-02 l>WG 428-IIQ C.M.W.D. ____ _ P-1 V 0 l NOTES: I. FOR PLANTING NOTES, SEE SHEET PD-2. 2. FOR PLANTING LEGEND, SEE SHEET PD-I. 3. FOR PLANTING DETAILS, SEE SHEETS PD-2. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. HEMEROCALLIS HYBRIDS • Daylily 5 Gallon XYLOSMA CONGESTUM Shiny Xylosma 5 Gallon LEPTOSPERMUM SCOPARIUM 'SNOW WHITE' 141-----------_,._ ___ _ New Zealand Tea Tree 5 Gallon RHAPHJOLEPSIS INDICA 'BALLERINA' 1 Gallon • Indian Hawthorn 5 Gallon 0 20 40 ■ / 60 80 -- KEYMAP N.T.S MA TCHLINE: SEE SHEET P-1 ., DATE INllAL ENGltiR Df' WDRK REVISION DESCRIPTION - DATE NTIAL DATE NTIAL OllE!~AL CITY ll'PRCIYAL HAS BUIL TH P.E. __ _ EXP,----DATE REVIEw'ED BY• INSPECTOR DATE [simll CITY OF CARISBAD II SHEETS I ~ PLANNING DEPARTMENT 23 SHRUB PLANTING PLANS FOR: CARI.SHAD RANCH, PLANNING AREA NO. 5 RESORT SITE -VIU.A POOL DWN BY: PROJECT NO. CHKD BY: --'M..,K- RW!tl BY: MK CT.03-02 C.M.W.D. _____ _ I DRAWING NO. . D'IIU 428-IIQ P-2 oc C f l, - I i PLANTING LEGEND: PALMS: 0 • e SYAGRUSROMANZOFFIANIJM SYAGRUSROMANZOFFIANUM CHORJSIA SPFCTOSA 'MAJESTIC BEAUTY' CJNNAMOMUM CAMPHORA CUP ANIOPSIS ANACARDIOJDES DICKSONIA ANTARCTICA KOELRUETERIA BIPINNATA Queen Palm Queen Palm Floss Silk Tree Camphor Tree Stuodard Trunk Carrol Wuud Tree Multi trunk Tasmanian Tree Fem Chinese Flame Tree Multi trunk LAGERSTROEMIA INDICA 'NATCHEZ' Crape Myrtle Multi trunk LAGERSTROEMIA INDICA 'TUSCARORA' Crape Myrtlo Multi trunk PODOCARPUS GRACILIOR Fem Pino ® STRELITZIA NICOLAI Giant Bird of Paradise llltllllf ·. SWPE PLANTING STA.'iDARDS: 20' B.T.H. 14 See Detail A, Sheet PD-2 15 Gallon 3 See Detail A, Sheet PD-2 15 Gallon 3 See Delail B, Sheet PD-2 24"Box 5 See Detail B, Sheol PD-2 15 Gallqn 2 See Detail B, Sheet PD-2 15 Gallon 39 See D,,tail B, Sheet PD-2 15 Gallon I See Detail B, Sheet PD-2 15 Gallon I See Detail B, Sheet PD-2 15 Gallon I See Deta,1 B, Sheet PD-2 15 Gallon I See Detail B, Sheet PD-2 15 Gallon 2 See Detail B, Sheet PD-2 SLOPES 6:1 OR STEEPERREQUlRlNG EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THI! FOLLOWING PLANTING STANDARDS: ._ STANDARD #1 • COVER CROP/REINFORCED STRAW MAT1'ING COVER CROP SHALL Bl! A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATINO AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPIJCATION. TIIE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90 'Yo COVJJRAGE WITHIN THIRTY(30) DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BB AS APPROVED BY THE CITY AND STAKED TO TIIE SLOPE AS RECOMMENDED BY THE MANUFACnJRER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. nm COVER CROP AND/OR REINFORCED STRA w MATTING SHALL BE USED THE REMAINDER OF THE YEAR. b. STANDARD #2 -GROUND COVER ONE HUNDRED(! 00%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HA VE EXCELLENT SOIL BINDING CHARACTERJSTICS(PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVJDB FlllL COVERAGE WITHIN A YEAR) . .. STANDARD #3. LOW SHRUBS LOW SPREADING WOODY SHRUBS(PLANTED FROM A MINlM!JM OF 2 3/4" LINERS) SHALL COVER A MJNJMUM OF SEVENTY(70%) PERCENT OF THE SLOPE FACE(AT MATURE SIZE). d. STANDARD 114 • TREES AND/OR URGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF I GALLON CONTAINERS) AT A MlNIMllM RATE OF ONE(!) PLA,_"ff PER TWO HUNDRED(200) SQUARE FEET. SWPES • 6:1 OR STEEPER AND: ._ J FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. b. J FEET TO B FEET IN VER11CAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3. e. IN EXCESS OF B FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3 AND #4. SPECIAL CONDITIONS: AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #I (COVER CROP) WITH TEMPORARY IRRJGATION WHEN TIIEY HA VE ONE OR MORE OF THE FOLLOWING CONDITIONS: o. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. b. A POTtN11AL EROSION PROBLEM AS DETERMINED BY THE CITY. ,. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS 'fO THE PUBIJC OR HA VE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. 0 BUXUS JAPONICA 0 HEMEROCALLIS HYBRJDS 'YELLOW' @ LEPTOSPERMUM SCOPARJUM 'RUBY GLOW' @ LEPTOSPERMUM SCOPARJUM 'SNOW WHITE' ® LJGUSTRUM JAPONICUM ill LIRlOPE MUSCARI © PHORMIUM TENAX 'BRONZE' Q) PHOTINIA FRASERI Cy PITTOSPORUM TOBIRA • PODOCARPUSHENKELll EB PRUNUS CAROLINJANA 'BRJGHT 'N TIGHT' 0 RHAPHIOLEPSIS INDICA 'BALLERlNA' (i) RHAPHIOLEPSIS INDICA @ 'ENCHANTRESS' XYLOSMA CONGESTIJM Japanese Boxwood DayWy New Zealand Tea Tree New Zealand Tea Tree Japanese Privet Big Blue Lily Turf New Zea'f'nd Flax Photinia Pittosporum Long-Leafed Yellowwood Carolina Laurel Cheny Indian Hawthorn Indian Hawthorn Shlny Xylosma 5 Gallon 34 I Gallon 67 S Gallon 14 5 Gellon 14 5 Gallon 16 I Gallon 67 S Gallon 4 5 Gallon 39 S Gallon 27 S Gallon 11 15 Gallon 23 I Gallon 100 S Gallon 20 5 Gallon 42 5 Gallon 12 ., :: See Detail C, Sheol PD-2 See Detail C, Sheet PD-2 See Detail C, Sheet PD-2 See Detail C, Sheol PD-2 See De!.ail C, Sheet PD-2 See Detail C, Sheet PD-2 See Detail C, Sheet PD-2 See Detail C, Sheet PD-2 See Detail C, Sheet PD-2 See Detail C, Sheet PD-2 See Detail C, Sheet PD-2 See Detail C, Sheol PD-2 See Detail C, Sheet PD-2 See Detail C, Sheet PD-2 PLANTING LEGEND (CONTINUED): VINES: .. CLYTOSTOMA CALLISTEGIOJDES GREWIA OCCIDENTALIS PANDOREA JASMINOIDES GROUNDCOVER: ANNUAL COLOR DELOSPERMA ALBA GAZANIA HYBRJD LONICERA JAPONICA PELARGONJUMPELTATUM (1/3 RED, 1/3 WHITE, 1/3 PINK) TRACHELOSPERMCM JASMINOlDES Violet Trumpet Vine Lavender SUJTflower BowerVme Anouala White Trailing Ice Plant Trailing Gazania -Yellow Japanese Honeysuckle Ivy 0.,ranium Star Jasmine S Gallon S Gallon 5 Gallon Flats@ 12"O.C. Flats@ 12" o.c . Flats@ 12" o.c. Flats@ 12" o.c. Flats@ 12" O.C. Flats@ 12"O.C. j 4 7 418 S,F. 1,137 S.F. 1,869 S.F. 1,971 S.F. 1,066 S.F. 1,006 S.F. See Detail E, SheetPD-2 See Detail E, Sheet PD-2 See Detail E, Sheet PD-2 See Detail D, Sheet PD-2 See Detail D, Sheet PD-2 See Detail D, Sheet PD-2 See Detail D, Sheet PD-2 See Detail D, Sheet PD-2 _ See Detail D, Sheet PD-2 , I-. 'AS BUI,T' APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. P.f. __ _ REVIE\r/ED BY• INSPECTOR _____ ....., EXP.----+-DATE I DATE rSHEEfl CITY OF CARLS AD SHEETS l-----+---li----------------1-----1---+--+----i ~ PLANNING DEPARTh4ENT 2.J !:==~=:::::::::::==::::::::::::::::::::::::::::::::::::=====-=::::::::;~ ·-(# ~~ ~ oq ~ '· r! -Q ~,s;;:, CARI.SHAD RANCH, PLANNING AREA NO. 5 -~ • i To Pl A· ./ ;!f,!~•JI" /\.r~hi'U~~·rv·r1t.J'~~-PLANTING LEGEND FOR: 9144 Waplos sif •. : ·s~· ~: Sano,~. CaJifq,nil. !l;ll21 Tc1:ss1ut!!,onl::,,-. F•:&58.1~05.ff"'.t ACalifurnin1~~['.~ifi11:.: i •{:r,;:,•_-, .... ,. •- APP f.!i RESORT SITE -VILLA POOL t.,. l~•"i:> I I '; Jj 1----+--+----------------11----1----1---+----1 ':::P~LA~NN~IN~G==jisjj==~~Tr~f===iiroiD~A~TE~~~ I DATE INlllAL I DWN BY: PROJECT NO, DRAWING NO ENGlNEER OF WORK REVISION DESCRIPTION o:: AP;:~:~ ~-: APP:~:: ~~ ~~;--!~!!!~-CT.0.J-02 WG 428-IIQ C.MW.D. ____ _ p ·-1 -------------------------------------------------------------------I --1 11 . --i-··•--------'----------· ----------------·· I ' ffi-111= MIN. MIN. LEGEND: I. PALM TRUNK (SKINED) 2. 6" IDGH MOUND FOR WATER BASIN 3. PALM ROOT BALL 4. (2) • 4" PERFORATED PVC STANDPIPE Willi FILTER FABRIC SOCK AND 4" DRAIN CAP 5. NATIVE SOIL . 6. 3/4" WASHED CRUSHED AGGREGATE 7. SA.ND BACKFILL COMP ACTED NOTES: I. ALL PALMS SHALL BE TRIMMED AND TIED PRIOR TO PLANTING, LEA VE TIED 30 DAYS MJN. 2. TRIMMED PALM TO HA VE 6-8 FRONDS MAX. 3. UPON INSTALLATION TIIB L~SCAPE ARCIDTECT AND nm LANDSCAPE CONTRACTOR SHALL DETERMINE IF PALMS REQUIRE GUYING MIN. -"1.,------n-l- #-------------IS .. ,., .. .. ,. " ,. "' ...... LEGEND 1. FINISH GRADE 2. TEMP. WATERING BASIN 2XROOTBALL DIAMETER 3. FINISH GRADE. SET TOP OF ROOTBALL l" ABOVE GRADE 4. 2"-3" LAYER MULCH MATERIAL 5. 2"xl"x3'-0" REDWOOD STAKE. SET FLUS.ll TO GRADE. 6. AMENDED SOIL· 7. NATIVE SOIL (COMPACTED) NOTE: Jrn!,Ym,14-Jir-----{ 4 -Ill-~ Illm[! ill~ li,-------{6 ... 11. .. ITT" INSTALL DEEP ROOT BARRIERS W1IBN TREES ARE WITHIN 4' OF HARDSCAPE. FOR TREE PLANTING ON SWPE, REFER TO DETAIL 0, THIS SHEET. liXROOT BALL DIA. J " I'--- LEGEND I I. FINISH GRADE 2. TEMP. WATERING BASIN DIAMETER _:TI ~~~ llrll '--------! 5 '------16 3. FINISH GRADE. SET TOP OF ROOTBALL l" ABOVE GRADE '----------1 7 4. 2"-3"LAYERMULCHMATERJAL 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. FOR SHRUB PLA.--iTING ON SLOPE, REFER TO DETAIL H, THIS SHEET. A. THE CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON TiiE SITE AT ALL TIMES DURING CONSTRUCTION THROUGH COMPLETION OF PICK-UP WORK. B. TIIE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. PLANT MATERIAL QUANTITIES LTSTED FOR CONVENIENCE OF CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HA VE PRIORITY OVER QUANTITY DESIGNATED. C. TIIB CONTRACTOR SHALL FURNlSH AND PAY FOR ALL CONTAINER GROWN TREES, SHRUBS AND VINES, INCLUDING SEED~D AND SODDED TURF, HYDROMULCHES AND FLATTED GROUNOCOVERS. TIIB COJ\'TRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR PLANTING OF ALL PLANT MATERIALS, THE SPECIFIED GUARANTEE OF AIL PLANT MATERIALS, TiiE STAKING AND GUYING OF TREES AND TIIB CONTINUOUS PROTECTION OF AIL PLANT MATERIALS UPONTHEJRARRJVALATTHE SITE. I D. GROUNDCOVER PLANTING SHALL BE CONTINUOUS UNDER ALL TREES AND SHRUB MASSES AS SHOWN ON PLAN. E. ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO INSTALLATION. i F. ALL BOXED TREES SHALL BE SELECTED AND SPOTTED BY TIIB LANDSCAPE ARC!IlTECT. G. ALL VINE RUNNERS SHALL BE INSTALLED WITH TIIB NURSERY STAKES REMOVED AND RUNNERS ESPALIERED TO ADJACENT WALL. H. ALL SOIL PREPARATION SHALL BE INSTALLED AS PER THE SOIL AGRONOMY REPORT TO BE PROVIDED AND PAID FOR BY TIIB SUBCONTRACTOR. THE REPORT SHALL BE IMMEDIATELY FORWARDED TO TIIB LANDSCAPE ARCIDTECT UPON COMPLETION. L THE SOIL AMENDMENTS SPECll'IED HEREIN ARE FOR BIDDING PURPOSES ONLY. FOR TI-IB AREA TO BE LANDSCAPED, THE FOLWWING SOIL AMENDMENTS SHALL BE UNJl'ORMLY BROADCAST AND THOROUGHLY INCORPORATED BY MEANS OF A ROTOTILLER OR EQUAL. AMOUNT PER 1,000 SQUARE fl>ET 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 l'OR TREES SHALL BE EXCAVATED TWICE TIIE DIAMETER OF TIIB ROOTBALL, WITH A MINIMUM OF 12" FROM TIIB BOTTOM OF TiiE ROOTBALL TO TIIB BOTTOM OF THE PLANTING PIT. TiiE BACKFILL MIX FOR USE AROUND TIIB ROOTBALL OF ALL TREES AND SHRUBS SHALL CONSIST OF TiiE FOLLOWING FORMULA: 6 PARTS ON-SITE SOIL .- II !' PALM PLANTING DETAIL N.T.S. B TREE PLANTING DETAIL N.T.S. C HRUB PLANTING DETAIL N.T.S. 4 PARTS ORGANIC AME,'IDMENT AS PER ABOVE SOIL PREPARATION I LB.ICY. 12-12-12 FERTILIZER 2 LB.IC.Y. IRON SULFATE 10 LB./C.Y. AGRICULTURAL GYPSUM ~ I. GROUNDCOVER 4 2-MULCH 3. AMENDED SOIL 4.SUBGRADE ~ ~ ~~~ ~~1.1~~~~ o'f'l<o ~ ~ G-o-0 ~ ~ ~ I EDGEOFPAVJNO, . W ALIC, WALL, ETC. NOTE: LOCATE PLANTS EQUIDISTANT (D) FROM EACH OTHER AS SHOWN. D ~ SPACING AS SHOWN ON PLANTING PLAN. D GROUNDCOVER PLANTING DETAIL N.T.S. 2xWIDTii OFROOTBALL '-------4 8 NOTE: I. CONTRACTOR TO INSTALL 4" PERFORATED STANDPIPE WJTii FILTER FABRIC AND CAPPED WITH 4" PLASTIC DRAIN GRATE. 2. STANDPIPE TO BE TIIB DEPTii OF ROOTBALL AND 6" ABOVE l'JNISH GRAPE IN SHRUB AREAS. 3. WlIBRE ON SWPES, TIIB REAR OF TIIB PLANTING PITS SHALL BE GRADED TO A MAXIMUM 1:1 SLOPE. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THIS SWPB TO CONTROL EROSION WlilLE PLANTS ESTABLISIL LEGEND I I. cur OFF END OF STAKE DAMAGED BY HAMMERING 2. CINCH TIES 3. (2) 2" DIAM. X I 0' WDGEPINE POLES 4. ARBOR GUARD FOR TREES PLANTED IN TURF AREAS S. TEMP. WATERING BASIN 6. BACKFILL MIX 7. FERTILIZER TABLETS 8. ROOTBALL lJ--~ --CJIJ=ll --111 111"'1114!1 1Jci11Ill 6'----~-l-"'2•x WIDTH 5 OFROOTBALL -.t-:::::.-::.====---I. FINISH GRADE. 2. WATER RETENTION BASIN· 4" IDGH I I ' 1 'X MINIMUM DEPTH OF ROOTBALL 3. FERTILIZER TABLETS PER PLANTING NOTES. 4. BACK.I'll!. MIX PER PLANTING NOTES. 5. MOUND DOTTUM OF JIOLB. • PUDDLE AND SETTLE BACK.FILL PRIOR TO PLACEMENT OF PLANT. 6. NATIVE SOIL . 7. REMOVE NURSERY STAKE FROM VINE AND ESPALIER AGAINST TRELLIS. 8. SECURE/ATTACH MAIN VINE BRANCHES TO WALL/FENCE WlTii APPROPRIATE TWIST TIE FASTENERS. VINE PLANTING DETAIL -= -I 11,-1 -I ~1 m =LLIII> l½XROOT BALL DIA. ~- N.T.S. LEGEND i. FINISH GRADE AT SLOPE 6 2. TEMP. WATERING BASIN 3. FINISH GRADE. SET TOP OF ROOTBALL 1• ABOVE GRADE ~-----------' 7 4. 2"-3" LAYER MULCH MATERIAL 3. FERTILIZER TABLETS PER PLAN.TING NOTES. 6. BACKFILL MIX PER PLANTING NOTES. 7. NATIVE SOIL (COMPACTED) NOTE: I. INSTALL DEEP ROOT BARRIERS WHEN TRhrlS ARE WITHlN 4' OF HARDSCAPE. 2. \\'!'JERE ON SWPES, THE REAR OF TiiE PLANTING PITS SHALL BE GRADED TO A MAXIMUM 1:1 SLOPE. EROSION CONTROL FABRIC S!IN,L BE INSTALLED ON THIS SLOPE TO CONTROL EROSION WHILE PLANTS ESTABLISIL Linear Style Planting with DeepRoot Barriers Delfrmine the correct number of panels to be used. Dep1nding upon tho actual planfing plan and tho number al tre~1 involved the length of linear barrier will -Jory, but aa Cl general rule af thumb take the anticip¢.ed mature canopy diameter al Iha tree and odd 2 feat (61 cm), Thie will be tho number of feel necessary for a Linear style planting opplicafion. {Seo chart below.) II. Choose the barrier that best suits the opplicafion. Generally W a sidewall<, patio Cl driveway is to be protected, 18" ( 46cm) (48 18-2) ia sufficient depth with 12" (30cm) {L8 12-2) □, □11 oltematl choice for non-aggressive. deepc,r rooting trees. 1-fpwevor for curb and gutter protection or more ogressive rpots 24" (61cm) (UB 24-2) io generol~ tho bettor ctioice. Jl. Dig tht trench to tht depth based upon tho particular barrier chosen. C. Ned place the barrier in th• trench with the vertical ribs facing toward the tree ond afign in a strai9ht fashion. It is helpful to place the borrior against tho hordscope. Use tho hardSC(]plt as a guide and backfill against the barrier, to promote a clean smooth frt to the hordscap&. Be sure to keep tho barrier's double top edge at least 1/2" {13mm) above grade to ensure roots do not grow over the top,. For g simple form1J!G to determine tho quonti\y of panels required for a Linear application use: Estimated Diameter of the Trea Canopy at Maturi\)' t 2' (61cm) = Length of Barrier per Side. For One Side al Tree Expected Troe Canopy al Maturil),' Feet al Barrier 12' 13.6ml Dia. +2' !61 cml = 14' 14.2ml 18' 5.5m Dia. +2' 61cm ~ 20' 5.1m 24' 7.3m Dia. +2' 61 cm = 28' 7.9m Packaging: Number al Panel• 7 Panels 10 Panel• 1J Panel■ L8 12-2 UB 18-2 us 24-2 40 panels ~80' linear fl~ Corton 26 panels 52' ITnear ft / Carton 20 panels 40' linear ft / Corton Una can be separated at any two foot interval. DeepRoat Barri.- F ROOT BARRIER DETAIL D. Plant tha tree(s). The Linear style offers g more expansive r00tin9 growth orea, howe\ler ad\lerae sol! and drainage conditions may exist in the actual plontin9 area. Toke steps to ensure healthy growth of the tree at planting. Consult with a local Arbori,t for planting lips and recommendotiona. E. I staking or guying is required we recommend using the soft, safe and economical alternative to lradttional wire and hose, Arborlie (see wv.·w.deeproot.com for details). F. If the tree(s) will be subject to maintenance work such as !awn mowing or weed trimmina we strongly recommend the instaOation CJf ArborGClf'dt Tree Trunk Protectors which are placed around the bose of young trees to protect them from damage by weed lrimmel'!i, lawn mowers and small rodents. (See www deeproot com) for additional information please visit our website at www.deeproot.com For information regarding distributors please colt 1 800 ILV ROOf (458.766B). For help with droinoge or other difficult instaHotlon questions please call OeepRoot Technical Support at 1 BOD ROOT ID( (765.8835). _ NJ little 01 one side of the tree may need barrier for root direction as there ma] be no hordscape elsewhere requiring protection. DeepRoot LB 12·2, UB 18-2 w UB 24-2 Sidewalk d .. d d Ground l.ockl Top o1 Deeproot Bo(lifr Mu,t bf at leo,t 1/T {13mm) abo'!'I Grade N.T.S. \ 7 K L. M. N. 0. P. Q. R. s. T. u. V. I SOIL TEST SHALL BE TAKEN, REVIEW AND APPROVED BY TIIE CITY AND RECOMMENDATIONS INCORPORATED INTO TIIB PLANS. THIRTY (30) DAYS AFTER INSTALLATION, ALL LANDSCAPE AREAS ~HALL BE FERTILIZED Willi BEST FERTILIZER COMPANY 16-15--8 OR APPROVED F.QUAL, APPLTED AT TiiE R,\TE OF SIX POUNDS (6 LBS.) PER 1,000 SQUARE FEET. FERTILIZER APPLTCA TION SHALL BE CONTINUED TiiEREAFTERAT MONTiiLY JNTERV ALS. FOR PALM TREE PLANTING, SEE DETAIL A, SHEET PD-2 FOR ALL TREE PLANTING, SEE DETAIL B, SHEET PD-2 FOR ALL SHRUB PLANTING, SEE DETAIL C, SHEET PD-2 FOR ALL GROUNDCOVER PLANTING, SEE DETAIL D, SHEET PD-2 FOR ALL VINE PLANTING, SEE DETAIL E, SHEET PD-2 FERTILIZER TABLETS SHALL BE ORO-POWER, 21 GRAM TABLETS (20-10-5) IN QUANTITIBS AS FOLWWS: I GALLON CONTAINERS I 5 GALLON CONTAINERS_ 3 IS GALWN CONTAINERS 4 BOX MATERIAL I PER EACH 4• OF BOX SIZE PLACE TABLETS AT HALF TIIB DEPTii OF THE ROOTBALL. A SOIL AGRONOMY TEST SHALL BE TAKEN AFTER SOIL AMENDMENTS HA VE BEEN MIXED IN AND PRIOR TO PLANTING TO CONFIRM PROPER AMENDMENTS HA VE BEEN INSTALLED. ALL SHRUB AND GROUNDCOVER AREAS SHALL RECEIVE A TOP-DRESSING OF 3" THICK; "GORILLA HAIR" MULCH. SUB1'1!T SAMPLE TO OWNER FOR APPROVAL PRIOR TO INSTALLATION. A MINIMUM OF 3" THICK "GORTLLA HAIR" MULCH SHALL BE ADDED IN NON-TURF AREAS Willi SWPES LESS THAN 3:1 TO COVER TiiE SOIL SURFACE COMPLETELY. FINISH GRADE IN MEDIANS l" BEWW CONCRETE. DUE TO THE RELOCATION OF UTILITIES AFTER PLAN APPROV AL,TIIB CONTRACTOR SHALL CONTACT TiiB LANDSCAPE ARC!IlTECT PRIOR TO TIIB BEGINING OF LANDSCAPE WORK SO THAT TiiE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. ' TREES PLANTED WITHIN 5' OF PUBLTC WALKWAYS SHALL BE INSTALLED WITii ROOT BARRIERS APPROVED BY CITY OF CARLSBAD. SEE DETAIL F, TiilS SIIBET. - PRIOR TO THE START OF ANY LANDSCAPE CONSTRUCTION OF VILLA POOL TIIB LANDSCAPE CONTRACTOR SHAIL EVALUATE THE EXISTING PHASE I (CITY DRAWING# 428-9M) AND SLOPE REVEGETATION/EROSION CONTROL PLAN (CITY DRAWING# 428-9L) LANDSCAPE INSTALLATION AND ITS INTERFACE Willi TIIB VILLA POOL LANDSCAPE OOCUMENTS. THE LANDSCAPE CONTRACTOR SHALL PROVIDE TO THE LANDSCAPE fJlCHITECT AN ITEMIZED LIST OF ALL RELATED LANDSCAPE WORK TiiAT NEEDS TO BE ADJUSTED AS A RESULT OF THE VTLLA POOL LANDSCAPE DOCUMENTS. TIIB FINAL LOCATIONS OF ALL I GALLON ANDS GALLON SHRUBS SHALL BE WCATED IN THE FIELD BY TIIB LANDSCAPE ARCHITECT. FOR SLOPE REVEGETATION/EROSION CONTROL POLICIES. AND REQUIREMENTS FOR SWPES 6:1 OR STEEPER, SEB SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS ON SHEET PD-I. . 6 AS BUIL TN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. P.E. ___ EXP.---- REVJE\,IED BY• INSPECTOR DATE DATE THESE PLANS REPRESENT THE BIDDING AND CONSTRUCTION ITEMS THAT ONLY RELATES TO THE LMl>SCAPE, J.E. HARDSCAPE, IRRIGATION A.'<11 PLANTING, ,-_;·'.-' '· . To PlA:F}/ 1----l------1---~-------+-----+---l--~--l f"SHEEfl'J CITY OF CARLSBAD ~ PLANNING DEPARTMENT SHEETS . 2J' FOR BIDDING AND CONSTRUCTION ITEMS AS RELATED TO ARCHITECTURAL, CIVIL, ELECTRJCAL, PLUMBING, MOCHANJCAL A.'iD STRUCTL'RAL, THE CONTRACTOR SHALL REFER TO THEIR RESPECTIVE PLANS FOR DE'l°AILED INFORMATION, AL'l°HOUGH THE ABOVE CO:)ISULTANTS INFORMATIOl'i IS J,IBFLECTED ON TOPIA'S PLAN, TIIlS INFORMATION IS SH(lWN FOR REFERENCE ONLY, Lu d I e ~p·e >. rati; i~·o·11i"r~.f'lil~filii'• l'l!§!; g ,_/1' .... ;.--,,: -. 9444 Wapln s~j:i:;::;: __ :~-:-·_,'-./ s .. DiOJII. Cal~_._tll,1,1:·-''"' . n1: s.n,1,ws.,~ -i ,· · Fac:ti!>S.~ .:_., .. ,,,~ DA 1E INlllAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL DA 1E INlllAL CITY APPROVAL :==:'...::::====:::::::::=========-===-PLANTING DETAIU! AND NOTES FOR: CARISBAD RANCH, PLANNING AREA NO. 5 _ DWN BY: CHKD BY: RVWO BY: -RESORT SITI!l -VIlU POOL MK MK PROJECT NO, CT.OJ-02 DRAWING NO WO 428-9Q 11 " J ' l ' 1 l l l j l &LOPE TREE PLANTING DETAIL N.T.S. SLOPE SIIRUBPLANTINGDETAIL N.T.S. ~-----------------.....1~:..,_ _____________ .,;.;,;;;.;,;;,;.J,... _______________________________ ..;._ ___________ P~.·r C.M. W.D. _____ _ ' --:'_ ·1-; ,' i: 'I -• ·I , , , • r>' , ~~1■■11 ----- ' -----------------------