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DWG 428-9R; CT 03-02; CARLSBAD RANCH PA5; 01-15
LANDSCAPE CONSTRUCTION PLANS FOR VILLA 53 ~ ·.i. ":, .. ' ,. .··.~\"' ;; :\I 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 ARCIIITECTURAL, CIVIL, ELECTRICAL, PLUMBING, MECHANICAL AND STRUcnJRAL, TIIE CONTRACTOR SHALL REFER TO THEIR RESPECTIVE PLANS FOR DETAILED INFORMATION. ALTIIOUGH THE ABOVE CONSULTANTS INFORMATION IS REFLECTED ON TOPIA'S PLAN, THIS INFORMATION IS SHOWN FOR REFERENCE ONLY. INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PREFORMED BY THE LANDSCAPE ARCffiTECT OF THJ1. WORK, OR BIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTAL& FOLLOWING COMPLETION OF THE WORK THE LANDSCAPE AkCHIIECT OF THE WORK WILL CERTIFY THAT 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 INSP.ECTION REQUFST LINE. "FINAL LANDSCAPI!: CERTIFICATION FORM" FAX TO: (760) 944 11943 LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) '81-4681 ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFWW PREVENTER SHALL BE "SCHEDULE 'K' HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEBSITE AT WWW.CI.CARLSBAD.CA.USIPDFDOC.IITML?P(l),=340 CARLSBAD RANCH, PLANNING AREA 5 -RESORT SITE CARLSBAD, CALIFORNIA < Y' ,,,a. / ,---·· \ \ I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR nns PROJECT THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECITON 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL 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 HA VE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN AND ALL CONDffiONS OF APPROVAL RELATED TO LANDSCAPING. DATE: f//J"&i Preparer REVIE ' Engm Plane eclier DAlE INITIAL ENGINEER a:' WORK COVER SHEET ............................................................................................................................... I CONSTRUCTION PLANS.................................................................................................... 2 CONSTRUCTION NOTES I LEGEND ............................................................................................ 3 CONSTRUCTION DETAILS ......................................................................................................... 4 RECYCLED WATER COVER SHEET ......................................................................................... 5 IRRIGATION MAINLINE MASTER PLAN I PROJECT MAP ....................................................... 6 !RRJGATION PLANS............................................................................................................ 7 through 8 IRRIGATION LEGEND ................................................................................................................. 9 IRRIGATION DETAILS ....................................................................................................... IO through 11 PLANTING PLANS .............................................................................................................. 12 through 13 PLANTING LEGEND ................................................................................................................... 14 PLANTING NOTES AND DETAILS ............................................................................................. 15 ~»tt!'~•ih'.D~1l/t~l~~~!""'-" J.l-S,;E~;,£~; •.J.~· -' ~-ffiJ ;h" :~~:' .,_.. ,. • , ~ ~,f!t; ~ , .. ~. ~ ._..:.w,__ ... ,:_, .. _ .-!?. ·-. ,. .. 1i:il .... , ,. --··_:t' ' - Grand Pacific Resorts, Inc. 5900 Pasteur Court, Suite 200 Carlsbad, California 92008 760. 431.8500 Contact: Mr. Timothy Stripe Grand Pacific Carlsbad LP 5900 Pasteur Court, Suite 200 Carlsbad, California 92008 760. 431.8500 Contact: Mr. Timothy Stripe 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 K.ITAbayashi 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 92110 619.297.8066 Contact: Mr. Russ Onufer Excel Engineering 440 State Place Escondido, California 92029 760. 745. 8118 Contact: Mr. Mike Levin ToPIA 9444 Waples Street, Suite 470 San D_Jfgo, California 92121 858.4)8. 0555 Contact: Mr. Michael Kato KAS BUIL TK APPROVED FOR IRRIGATION AND P.E. EXP. DATE I a ij PLANTING ONLY, INCLUDING PRECISE REVIE'wED BY• 0a1e • LOCATION OF PLANTING AREAS. INSPECTOR DATE I SHr1 CITY OF CARISBAD w PLANNING DEPARlMENT 5 CARLSBAD RANCH, PLANNING AREA NO. 5 RESORT sm: -vnu 53 I APPROVED /1. \-\ C:c E:!l~ PLANNING 3-31-0, 1 DATE DYIN BY: I PROJECT NO. I DRA\IIING NO. DAlE INITIAL DAlE IIITIAL CHKD BY: MK REVISION DESCRIPTION OlHER N'f'fl.fNN. QlY ll'f'fl.<:NN. RVWD BY: MK CT.03-02 DWG 428-9R C.M.W.D. ____ _ C0-1 061609 °" l e .,, -oc 0 (/) ....t:. [ Sol 3 $ O<) (.) ~ ' -~ -" 7° 0 1--,ft ~ ~ -"' (/) r p ~ <. -- I I I I I I . \ •,~._t . "· I \ I I I I / /! I i I \. I I I I I I '-, ·-..... , ·--~ ----~- 0 20 ' ' I ' \ • 40 I I I I ,, I ' I I ' I I ---- 60 80 --f·\ --.. ,. ♦ KEYMAP N.T.S NOTES: I I I I I. FOR CONSTRUCTION NOTES, SEE SHEET CD-I. 2. FOR CONSTRUCTION REFERENCES AND FINISH SCHEDULE, SEE SHEET CD-I. 3. FOR CONSTRUCTION DETAILS, SEE SHEETS CD-2. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. HAS BUIL TH P.E. __ _ EXP. ___ _ DATE REVIE'w'ED BY• INSPECT□R DATE fsHEETll CITY OF CARLSBAD II 9iEE1S I 1---4---1---------------1-----l-----11-----l----1 u._j. PLANNING DEPARlMENT f,5 1----11---+----------------l---+--+----ll----l DAlE IN1l1AL DAlE INITIAL DAlE INlllAL EN<llNEERCIFWORK REVISION DESCRIPTION OlHEI! N'f'RflVAL QTY N-FiCOYAL CONSTRUCTION PLAllS J'OR: CWBAD RANCH, PLANNING AREA NO. 5 RESORT Sm: -VILLA 53 APPROIIED Y: CHKD BY: -!'!M~K-1 RVWD BY: MK PRO.£CT NO. CT.03-02 C.M.W.D. ____ _ I DRAWING NO. _ WG -428-9R C-1 061609 oc C .,. ..I: -oc C ~ "-i • .-1) ... ~ -,:, t-1 ~ ... j., E-c.; -... != iii "-8 11' ~ <( c.; ~ <( ... ' A. B. c. D. E. F. G. H. ALL DIMENSIONS ARE TAKEN FROM CURB FACE OR EDGE OF PA VINO, UNLESS OTHERWISE NOTED ON PLAN. THE DIMENSIONS ARE SHOWN POR APPROXIMATE LINE AND ALL RADII AND CURVES ARE TO HA VE CONTINUOUS AND SMOOTH TRANSITIONS WITHOUT ABRUPT CHANGES OR BENDS. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE INSPECTED AND APPROVED BY THE LANDSCAl'E ARCHITECT 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 199S CALIFORNIA BUILDING CODE. THESE NOTES SHALL BE USED IN CONJUNCTION WITH TIIE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO TIIB ATTENTION OF THE LANDSCAPE ARCHITECT. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS BEFORE STARTING WORK. LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED SIMILAR TO THE DETAILS FOR THE RESPECTIVE MATERIALS. I. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. ALL BRACING, 1EMPORARY SUPPORTS SHORING, ETC. IS THE SOLE RESPONSIBIUTY OF THE CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE WORKSITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. J. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDE~D FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE OWNER, LANDSCAPE ARCHITECT AND THE APPLICABLE GOVERNING CODE AUTIIORITY. K. PRIOR TO THE START OF ANY LANDSCAPE CONSTRUCTION OF 'VILLA 53' THE LANDSCAPE CONTRACTOR SHALL EVALUATE THE EXISTING PHASE I LANDSCAPE INSTALLATION AND ITS INTERFACE Willi THE 'VILLA 53' LANDSCAPE DOCUMENTS. THE LANDSCAPE CONTRACTOR SHALL PROVIDE TO TIIE LANDSCAPE ARCHITECT AN ITEMIZED LIST OF ALL RELATED LANDSCAPE WORK THAT NEEDS TO BE ADJUSTED AS A RESULT OF THE 'VILLA 53' LANDSCAPE DOCUMENTS. THESE PLANS REPRESENT THE BIDDING AND CONSTRUCTION ITEMS THAT ONLY RELATES TO THE LANDSCAPE, I.E. BAIIDSCAPE, lRRIGATION AND PLANTING. FOR BIDDING AND CONSTRUCTION ITEMS AS RELATED TO ARCHITECTURAL, CIVIL, ELECTRICAL, PLUMBING, MECHANICAL AND STII.UCTURAL, THE CONTRACTOR SHALL REFER TO THEIR RESPECTIVE PLANS FOR DETAILED INFORMATION. ALTHOUGH THE ABOVE CONSULTANTS INFORMATION IS REFLECTED ON TOPIA'S PLAN, TIHS INFORMATION IS SHOWN FOR REFERENCE ONLY. I. 2. 3. 4. DAlE INITlAL EN~NEER OF WORK ' .... ' I• . INSTALL 3-1/2" TIIJCK NA TIJRAL COLORED CONCRETE PAVING PER DETAIL A, SHEET CD-2. MANUFACTURE COWR/ FINISH NATURAL COLORED CONCRETE MEDIUM ACID ETCHED FINISH INSTALL EXPANSION JOINT PER DETAIL A, SHEET CD-2. CAULKING: MANUFACIVRE COLOR I FINISH NIA MATCH ADJACENT PAVING COLOR AND RAKE WITH SILICA SAND INSTALL WEAKENED PLANE JOINT PER DETAIL A, SHEET CD-2. CONSTRUCT CONCRETE STEPS PER DETAIL B, C AND D, SHEET CD-2. MANUFACIVRE COLOR I FINISH SOLOMON COLOR COLOR TO MATCH ARCHITECTURE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. AVAILABLE THRU NIA AVAILA.BLE THRU AVAILABLE THRU NIA HAS BUILT' . P.E, EXP • DATE REVIE'JED BY• INSPECTOR DATE [T]I CITY OF CARLSBAD II SHEETS I PLANNING DEPARlMENT 15 CONSTRUCTION NOTES FOR: CARISBAD RANCH, PLANNING AREA NO. 5 RESORT Sl'l'B -VILLA 63 !APPROVED i1JJ<:r-~-?it ~-J.,-~, I :PLANNING DATE OWN BY: •• PROJECT NO. ,~RAWING NO. DAlE lllllAL DAlE lHlllAL CHl<O BY: M~ CT.O.J-02 REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL RVV.O BY: M~ 11G 428-9R ; § ~ E ~ ~ 8 ~. Po ~· c.; <Jl ~· ._ _______________________________________ ....... __________ 1111!1111111 _____________________________ ~~-----------~-,j C.M. W.D. ____ CD-1 -vi 0 0 0 0 0 © 0 ; ~ 2'CLEAR f!'~ TYP. - FACE OF BUILDING OR WALL. 118" WIDBX 113 DEPTH OF SLAP SAWCUT JOINT AS INDICATED ON PLAN. 114" RADIUS AT ALL CORNERS. FINISH SURF ACB. NOTE: I. SEE FINISH SCHEDULE FOR MATERIALS, COLORS AND FINISHES. 2. FOR CONCRETE PA VINO THAT IS FOR VEHICULAR USE, CONCRETE DEPTH SHALL BE 6'. #4 REBARS@ 16" O.C. IN BOTH DIRECTIONS ELEVATED ON CHAIRS CENTERED IN SLAB. 112" TIIICK FULL DEPTH FELT EXPANSION BOARD WITH EXPANDABLE CAULKING. COLOR TO MATCH PAVING. RAKE WITII SILICA SAND COATING. COMPACTED SUB BASE PER SOIL E'NGINEER'S RECOMMENDATION. 1 1/211 l'-0" ,)--==r=====BmJcmrr.~;:;;-;;---------R l/4"TYP. 0 VISUALLY IMPAIRED WARNING STRIP. 0 CONCRETE TREAD. NOTE: SBB FINISH SC~ffiDULB FOR MATERIALS, COLORS AND FINISHES. 2" I" TYPICAL JOINT AND PAVING SCALE: 1"=1'-0" B TREAD AT CONCRETE STEPS SCALE: 3" = l'-0" C CONCRETE STEPS -rS'-0" MAX SPACING __ _,. BETWEEN POSTS t-''·0" +--1'-0" 6" l'-0" 10" l'-0" 0 0 s 0 6 0 © -0 G) 8 © HANDRAIL MOLDING: JULIUS BLUM #5534 NICKEL-SIL VER (C79800) MILL FINISH OVER I "Xl.5" STEEL CHANNEL HANDRAIL MOLDING: LAMBS TONGUE, JULIUS BLUM #5534S NICKEL-SIL VER (C79800) LACQUERED MILL FINISH FLANGE AND BOLT ASSEMBLY TO BE PROVIDED BY CONTRACTOR I 112" SQUARE TUBULAR STEE POST @2 STEP INTERVALS POST BASE COLLAR: JULIUS BLUM #479 NICKLE/SIL VER FINISH FINISH SURFACE CORE DRILL A 4" DIAM. HOLE AND SET POST IN "POR-ROK" PERMANUF ACTURER'S lNSTALLATION RECOMMENDATIONS CONCRETE STEPS. NOTE: ALL TUBULAR AND CHANNEL STEEL SHALL BE PRE-GALVANIZED MATERIAL INSIDE AND OUT. TOUCH UP WELD JOINTS WITH SPRAY-GALVIN SHOP AND lN FIELD. TO PREPARE THE METAL FOR PAINT, THE MATERIAL 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) COAT OF FRAZEE'S AROPLATE II OIL BASE ENAMEL PAINT. FINISH COLOR SHALL BE SELECTED BY LANDSCAPE ARCHITECT. D HANDRAIL SCALE: 1 "= 1 '-0" To A C•lifo ' ,. ,;j ). . VARIES DATE INlllAL ENGINEER OF l'IORK 4 1 ~ • ffill--!-1;!--@ ~---® 0 HANDRAIL. SEE DETAIL E, THIS SHEET. r:;,. TREAD DETAIL. \;;/ SEEDETAILB, THIS SHEET. G) #4REBAR@IB"O.C. 0 #4NOSEBARATTREADFACE. CD #4 REBAR@ 12" o.c, CONTINOUS LENGTH OF STEPS. r,'\ EXPANSION JOINT. \V SEE DETAIL A, THIS SHEET. CD FINISH SURFACE. © COMPACTEDSUBASEPER SOIL ENGINEER'S RECOMMENDATION. NOTE: SEE FINISH SCHEDULE FOR MATERIALS, COLORS AND FINISHES. SCALE: 3/4"=1'-0" 'AS BUIL T0 APPROVED FOR IRRIGATION AND P.E. EXP. DATE PLANTING ONLY, INCLUDING PRECISE REVIE\,/ED BY• LOCATION OF PLANTING AREAS. INSPECTOR DATE I SH:ET I CITY OF CARLSBAD ~ PLANNING DEPARlMENT 5 CONSTRUCTION DETAILS FOR: CARISBAD RANCH, PLANNING AREA NO. 5 JmlORT Sl'l'B -VIl..LA 63 !APPROVED PLANNING r1--~::( ~, aeo-ft S-!.1-.:-~ I DAlE Dv.N BY: I PROJECT NO. I DRA'MNG NO. DATE INlllAL DATE INlllAL CHKD BY: MK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: MK CT.OJ-02 DWG 428-9R C.M.W.D. ____ _ CD-2 f ., ....c ~- ~-St., I, 0() I ...t) ~: .J-'P :z j, ~· :::, a, ~· ~- E (l;. J>.. ◄-~. ~· ◄ ... RECYCLED WATER SYSTEM (PRIVATE) CARLSBAD RANCH, PLANNING AREA 5 RESORT SITE: VILLA 53 CARLSBAD, CALIFORNIA ,· THESE PLANS REPRESENT THE BIDDING AND CONSTRUCTION ITEMS THAT ONLY RELATES TO THE LANDSCAPE, I.E. HARDSCAPE, lRRIGATION AND PLANTING. FOR BIDDING AND CONSTRUC11ON ITEMS AS RELATED TO ARCHITECTURAL, CIVIL, ELECTRICAL, PLUMBING, MECHANICAL AND STRUCTURAL, TIIE CONTRACTOR SHALL REFER TO THEIR RESPECTIVE PLANS FOR DETAILED INFORMATION, ALTHOUGH THE ABOVE CONSULTANTS INFORMATION JS REFLECTED ON TOPIA'S PLAN, TIDS INFORMATION JS SHOWN FOR REFERENCE ONLY. RECYCLED WATER NOTES: IRRIGATION NOTES: SIGNAGE NOTES: I. 2. 3. 4. s. 6. 1. 8. 9. II. 12. 13. 14. 16. 17. 18. 19. ALL WORK SHALL BE DONE IN ACCORPANCE WITH THE CARLSBAD WATER DISTRICT AND THE CITY OF CARLSBAD•$ RULES AND REGULATIONS. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. BEST MANAGEMENT PRA<..'TICES SHALL BE USED TO ELIMINATE OR CONTROL TO TIIE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. HOSE BIBS ARE STRICTLY PROHIBITED. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITIIOUT PRJOR AP PROV AL OF THE CARLSBAD WATER DISTRICT. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM I0:00 PM TO 6:00 AM. THE HOURS FOR IRR1GA11ON WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY IllE LOCAL AUTHORITY. lRRIGATION DURJNG PUBLIC USE PERIODS WJTII DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USI\R SUPERVISOR. IRRIGATION WJl"H WATER OF A LESSER QUALITY 1l!AN DISINFECTED TERTIARY RECYCELD WATER SHALL BE BETWEEN THE HOURS OF 10:00 PM AND 6:00AM. BURIAL OF ALL WIRJNG AND PIPING SHALL MEET CARLSBAD WATER DISTRICTS RULES AND REGULATIONS. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WllETIIER BY WJNDBWWN SPRAY ORBY DIRECT APPLICATION TH)lOUGH lRRIGA'.□ON OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRAC11CE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. [RRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINlM!ZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON R.Ec.YCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VAL VE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER A WW A GUIDELINES AND SEGflON 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. ALL lRRIGATION PIPES SHALL BE STENCILBD WJTH THE WARNING, ''NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID W!TII WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD WATER DISTRICTS RULES AND REGULATIONS. . ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART. MEASUREMENTS SHALL BB BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATERLINES AND MAINTAIN AT LEAs·r TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. TIIE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OP ENVIRONMENTAL HEALTH. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE OONE BY EITHER THI! CARLSBAD WATER DISTRICT AND/OR TIIE SAN DlEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO TIIE NON-INSPECTING PARTY. WHEN RECYCLED WATER BECOMES AV A!LABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDJVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN TllE PROPERTY, WITH TIIB BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS, AND THE SPECIFIC REQUIREMENTS OP A RECYCLED WATERSYSTEM. COPIESOPTIIB DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL Bil 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. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF TilE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR !RRIGATION PURPOSES ONLY, AND JS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN TI!E HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS !RRIGATED WITII RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. ALL RECYCLED WATER VALVES AND OUTLETS SHALL BE PROPERLY TAGGED TOW ARN THE PUBLIC AND EMPLOYEES THAT THE WATER IS NOT SAFE FOR DRINKING. INSTALL A PROTECTIVE SLEEVE WHEN RECLAIMED WATER AND POTABLE WATERLINES CROSS. EXTEND THE SLEEVES IO'TO EACH SIDE OF THE CROSSING. MAINTAIN A 10' HORIZONTAL SEPARATION AND A 12" VERTICAL SEPARATION BETWEEN RECLAIMED WATER LINES AND POTABLE WATER. ALL USll AREAS WHERE RECYCLED WATER IS USED AND THAT ARE ACCESSIBLE TO THE PUBLIC SHALL BE POSTED WITII CONSPICUOUS SIGNS MATCHING THE DETAIL IN THIS SET OF PLANS THE CARLSBAD WATER DISTRICT IN CONJUNCTION WITH THE DEPARTMENT OF ENVIRONMENTAL HEALTH SHALL CONDUCT A CROSS-CONNECTION TEST PRJOR TO USING ANY RECYCLED WATER. AN ANNUAL CROSS-CONNECTION INSPECTION SHALL BE OONE BY THE CARLSBAD WATER DISTRICT SUBJECT TO APPROVAL BY THE STATE. COPIES OF THE INSPECTION REPORTS SHALL BE FORWARDED TO THE NON-INSPECTING PARTY. AN ON SITE WATER SUPERVISOR SHALL BE DESIGNATED TO THE CARLSBAD WATER DISTRICT IN WRITING. THIS INDIVIDUAL SHALL BEFAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WirH BASIC CONCEPTS OF BACKFLOW AND CROSS-CONNECTION PROTECTION, AND TIIE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. THE DESIGNATED WATER SUPERVISOR SHALL AITTEND THE WATER DISTRICT'S CLASS FOR RECYCLED WATER SUPERVISORS. COPIES OF THE DESIGNATED SUPERVISOR WITII A 24 HOUR CONTACT NUMBER SHALL BE PROVIDED TO TIIB CARLSBAD WATER DISTRICT AND THE COIDITY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES. CONTACT TllE CARLSBAD WATER DISTRICT AND THE LANDSCAPE ARCHITECT TO ARRANGE FOR A COVERAGB TEST AND WALK.THROUGH OF THE SYSTEM. PROVIDE A TWO-DAY NOTICE OF SUCH TESTING. QlllCK COUPLING VAL YES SHALL BE CONSTRUCTED OF BRASS WITH A PURPLE RUBBER COVER, AND SHALL BE I" INLET. THE COVER SHALL HA VE AW ARNING INDICATING "NON-POTABLE'' OR "RECYCLED WATER", "DO NOT DRJNK" IN ENGLISH AND SPANISH AND THE INTERNATIONAL "DO NOT DRINK." SYMBOL STAMPED OR MOLDED INTO THE COVER. VALVE BOXES FOR RECYCLED WATER QUICK COUPLERS SHALL BE PURPLE COLOR. ALL GATE VALVES, ELECTRJCAL CONTROL VALVES, PRESSURE REDUCING VAL YES SHALL BE INSTALLED BELOW GRADE IN AV ALVE BOX. ALL APPURTENA."ICES SHALL BE TAGGED AS FOLWWS: A. ELECTRICAL VALVE AND GATE VALVE BOXES SHALL HA VE A WARNING LABEL PERMANENTLY MOLDED INTO OR AFFIXED TO THE LID. TIIE 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 THE COVER. VALVE BOXES FOR RECYCLED WATER SHALL BE PURPLE COLOR. B. ALL RECYCLED W A'.fER SPRINKLER CONTROL VALVES, STRAINERS, PRESSURE REGULATORS, QUICK COUPLERS AND GATE VAL YES SHALL BE TAGGED WITII IDENTIFICATION TAGS. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR WITH THE WORDS "WARNING -RECYCLED WATER-DO NOT DRINK' IMPRINTED ON ONE SIDE, AND 'AVISA -AGUA IMPURA-NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACKIN COLOR. ONETAGSHALLBEATTACHEDTOEACH APPURTENANCE WITH A PLASTIC TIE WRAP. RECYCLED WATER SPRINKLER IRRIGATION SYSTEMS SHALL HA VE A "Y" OR BASKET STRAINER LOCATED OOWNSTREAM OF THE METER. Il!E STRAINER SHALL HA VE A 30-MESH OR FINER SCREEN. THE STRAINER DRAIN VALVE SHALL OPERATE WITil A RECESSED KEY SLOT. RECYCLED SYSTEM TRENCHING DETAILS SHALL PROVIDE FOR TWO LAYERS OF WARNING TAPE RUNNING CONTIINUOUS ALONG THE ROUTE OF THE MAINLINE. ONE SHALL BE LOCATED IMMEDIATllLY ON TOP OF THE MAINLINE AND ONE 12" ABOVE THE TOP OF THE MAINLINE. RECYCLED WATER SHALL BE USED IN COMMON AREAS ONLY. TYPICAL SIGNS Cl< LOGO PVRPLE B/ICK~OVND I. 2. 3. 4. s. 6. 1. 8. 9. 10. 12. 13. 14. JS. 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) THE DIAMETER OF TI!E PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PA VINO. ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 OR 80 PIPE AND SHALL BE INSTALLED PRIOR TO PA VINO. SEE DETAIL J, SHEET ID-3 FOR MINIMUM PIPE COVERAGE AND SLEEVING DEPTHS AND MATERIALS PIPE SIZES SHALL (X)NFORM TO TllOSE 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 SAID REJECTION. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. TllE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRJNKLER tlEADS AND VALVES FOR OPTIMUM (X)VERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VAL YES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARJFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VAL YES IN SHRUB AREAS. IT IS TIIB RESPONSIBILlTY OF THE !RRIGATION CONTRACTOR TO FAMILIARIZB HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL JTEMS DAMAGBD BY ms WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INST ALLA TJON OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE ORA WINGS WHEN IT JS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HA VE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTf UCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE lRRIGATION CONTR/.CTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SF.ALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. THE SPRJNKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE OF 80 PSI AND A MAXIMUM FLOW DEMAND OF 75.0 GPM. THE !RRJGATION CONTRACTOR SHALL VERIFY WATER PRESSURES PRIOR TO CONSTRUCTlON. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL INCLUDE IN HIS BID AN ADDITIONAL CONTROL WIRE FROM THE CONTROLLER TO EACH VAL VE ON THE SYSTEM. INSTALL POP UP HEADS WITII!N THE RIGHT-OF-WAY AND WHEREEVER WITHIN 10' OF ANY HARDSCAPE, TURF OR OTIIBR AREA Wl'IERE PEDESTRIAN TRAFFIC MAY OCCUR. INSTALL CHECK VALVES AS REQUIRED TO PREVENT ALL LOW HEAD DRAINAGll. ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARSBAD MUNICPAL WATER DISTRICT. PIPE BETWEEN TI!E METER AND BACKFLOW PREVENTER MUST BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKI''LOW TESTERS CAN BE FOUND O THE CITY WEB SITE AT: WWW.CI.CARLSBAD.CA.US/PDFDOC.HTML?P!D=340 FINAL IRRIGATION AS-BUILT PLANS WILL BE REQUIRED TO Bil APPROVED AND SIGNED BY THE CITY PRIOR TO PLANNING DEPARTMENT SIGNING THR PERMIT CARD. SUBMITTAL OF AS-BUILT PLANS SHALL BE AS REQUIRED BY THE ENGINEERING AND PLANNING DEPARTMENTS. THE FINAL PLANS SHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE 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 l!ARDSCAPE PLANTING OR IRRIGATION. CONTRACTOR SHALL REPAIR ANY DAMAGE MADE TO EXISTING HARDSCAPE, PLANTING OR IRRIGA11ON AS A RESULT OF ANY WIRING. PRIOR TO Tl!E START OF ANY LANDSCAPE CONSTRUCTJON OF VILLA 53 THE LANDSCAPE CONTRACTOR SHALL EV ALUATB THE EXISTING PHASE I (CITY DRAWING# 428-9M) AND SLOPE REVEGETATIONIEROSION CONTROL PLAN (CITY DRAWING#428-9L) LANDSCAPE INSTALLATION AND ITS INTERFACE WITH THE VILLA 53 LANDSCAPE DOCUMENTS. THE LANDSCAPE CONTRACTOR SHALL ~ROVIDE TO THE LANDSCAPE ARCHITECT AN ITEMIZED LIST OF ALL RELATED LANDSCAPE WORK TllATNEEDS TO BE ADJUSTED AS A RESULT OF THE VILLA 53 LANDSCAPE DOCUMENTS. EXISTING !RRIGATION SHALL BE PROTECTED IN PLACE. TIIE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSmE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACIJ ON 8 l/2" X 11" SIZED SIGN. COWR: PURPLE BACKGROUND WITH BLACK LETTERING. I. GUIDELINES FOR RECLAIMED WATER USE I. lRRIGATE BEl"WEEN THE 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 SC!'lEDULE. 2. !RRIGATE J;,I A MANNER THAT WILL MlNlMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST Bil ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFIClENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (J.E. EMPLOYING TI!E REPEAT FUNCTION TO BREAK UP THE TOTAL !RRIGATION TIME INTO CYCLES TIIAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. 4. 5. ADJUST SP.RAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LllAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINOUS BASIS OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST BE INFORMED IllAT RECLAIMED WATER IS MEANT FOR !RRIGATION PURPOSES ONLY, AND IS NOT APPROVED FORDRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT JS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODil'ICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BB SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC 3" X 4" PURPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER-DO NOT DRINK" IMPRJNTED ON ONE SIDE, AND" AVISO - AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRJNTING SHALL BE PERMANENT AND BLACK IN COLOR, 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 VALVE STEM DIRECTLY OR WITHPLASTICTlE-WRAPOR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR SHEE1' INDEX RECYCLED WATER COVER SHEET .................................... ,.................................................... .5 IRRIGATION MAINLINE MASTER PLAN I PROJECT MAP ....................................................... 6 IRRIGATION PLANS .................................................................................................................... 7 IRRIGATION PLANS -TREE BUBBLERS..... ............................................................................. 8 IRRIGATION LEGEND............................................................................................................... 9 3. ATTACH TO VALVE COVER W!THEXISTINGVALVECOVERBOLT. IRRIGATION DETAILS .............. , ................. ,, ..................................................................... 10 through I 1 D. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIBD AS RECLAIMED WATER SPRINKLER HEADS EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORPS "RECLAIMED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS I" !IlGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. INSPECTION PROCEDURES: l. INSPECTION OF THE PRO1ECT SHALL BE PREFORMED BY TI!E LANDSCAPE ARClIITIJCT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR TIIE SCHEDULE OF REQUIRED INSPEC11ONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF TI!E WORK, TI!E LANDSCAPE ARCHITECT OF IllB WORK WILL CERTIFY THAT THll lNSTALLA TION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTil'ICATION FORM". A REQUEST FOR FINAL LANDSCAPE INSPECTION BY TI!E CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: 760-944-8943 (n ~ (,ANDSCAPE INSPECTION REQUEST PHONE LINE: 760-602-4602 2. ~~RUCTION INSPECTION SHALL INCLUDE: A LOCATION OF PIPE LINES. B. TRENCH DEPil!S C. REQUIRED SEPARATION (HORIZONTALLY AND VERICALLY) D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION (POC'S) F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS G. WARNING SIGNS AT THE SITE AND ON THR TRUCKS HAULING RECLAIMED WATER (IF RECLAIMED WATER IS USED FOR CONSTRUCTION). AN APPROVED LE1TER REGARDING Tiffi INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTII PRIOR TO FINAL INSPECTION APPROVAL. 3. DISTRICT FINAL INSPEC11ON SHALL INCLUDll: A COVERAGE TESTS, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON Tiffi APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. B WARNING SIGNS AND LABELS C. QUJCKCOUPLINGVALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING. B. REQUIRED PROTEC11ON OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND TIIAT TI-Ill DESIGN IS CONSISTENT Willi CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTII IS CONFINED TO REVIEW ONLY AND DOES 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 CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. FIRMNAME: ToPIA 9444 WAPLES ST. SUIIB 470 SAN DIEGO, CALIFORNIA 92121 PHONE NUMBER: 858-458-0555 BY: FRANK R. MARCZ¥NSKI DATE: REGISTRATIONNUMBER:~1-f~fi~'(, ___ _ EXPIRATION DATE:._~3)~~~1//f~o~Z~-- BUil T 0 4. ANNUAL INSPECTION SHALL INCWDE: A COMPLETE INSPECTION WHICH SHOULD COVER PARTS "A", "B" AND "G" OF THE DISTRICT FINAL INSPECTION. I APPROVED FOR I~GATION AND P.E, __ _ EXP, ___ _ DATE PLANTING ONLY, 11'-{CLUDING PRECISE REVIE\IED BY• LOCATION OF PLftNTING AREAS. INSPECTOR DATE 1• Ell~CK lETTERS ,.. CARLSBAD MUNJCIP AL WATER DISTRICT (IU.S.) In Order to Comerve Walllr ... . Rifll 0 -+--+---119i5EErl CITr OF CARLSBAD ~5 ::::::::::::==:=:::::::PLA:=N:::Nl::::NG:::::::D::EP::::A:::R::::::TM::':EN:::::::::T==~~=::::::==: WAANIHI) Fl ~Cl.ED WA~ DO NOT DRINK. : R CYCLED WATER '• ' . !Ell C()NT~C11NG DESPVES D£ l,ISAR ·1• 111.AQ( llTTEIIS ~ i DO NOT ~NO. TOME DRINK \WEI. AGUA W!.lltHN,1)1 ~tlfflil:tM Ll. !ll,IHAHOSIIESl'\Sial!IAR 12" ll ;:I!," .SI"' . · a• BLACI< LET11:R$ . .' .032 ALIJMINUM. .000 ABS .PL~C HI" l( 111" .Sill; ... o""R'-S"-Tlc:.CKcc~....,ON"'-'\1""N"'i1..=-Sl"'-OccNS=--------------'---~ ,03a ALUMINUM, . ,()JIO ASS PLASTIC OR STICK-ON VINVl SIGHS ~ RECYCLED WATER COVER SHEET FOR: ~ ~~SCAP~ ~rn~istnct Engineer CARI.SBAD RANCH, PLANNING AREA NO. 5 '/::~~I ti~ 1 .R.~C~·!_E!_! 28:.!_;i 7~6 _________________ ..j-l--=--=--=--=-i~-=--=--=-t-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-it-=--=--=-·t~t-=--=-t-=--=--=--=-t-=--=--=--=1 RESORT SITB -VILLA 53 ,. . ~,\ /7. I-~~;;:;';:;;=====:ir1============ , ~ II:/": COUNTY OF SAN DIEGO r -, Department of Environmental Health APPROVED 14, _ • 1 , & . ;_ 1 I • J:\--~ ''"--7 I 17 I LandandWaterQualityDivision If t:;f~ 00131 iii PLANNING •~ , ~A• °qrc-";~\,~;I d~o-~(½,,· Environmental Health Specialist I(/ • 2 e · O S l--::D"'"'.t.TE=-h1N'"l11"'Al~-----------------l-:D:-:-A:TE::-l-,l:,:Nl::11~Alrl-,D~A::TE:-r.:-,N::::111:-:Al~ Date ENGINEER a, WORK REVISION DESCRIPTION OlHER APPROVAl CITY APPROVAl OWN BY: CHKO BY: RVWD BY: •• MK MK PROJECT NO • CT.03-02 C.M.W.D. ____ _ 3-~l-dj DATE DRAWING NO. DllG 428-9R I-0 o: c: J: .-. .. a~.:. c.,. Sb [ o() e~ • r ~ ' \Jl , ' ~! ~ C: ti in •· ~: ij~ ~~ ~) ~-◄( ~; ~~ ◄-,, ,) ( I / \ ,.~~.,, \ ' ,. ,~\,, \ i ---~\\ \ I I \ \ -. \ \ "\ ' ' ' I , , \ - ::Y·- . ,- \ \ \ ·>~,,__ ':\,, ·':.\ _,_ I '. \ ,! J' I • \_.,; ! -✓~- ,,-A_· AA"~ --,;.\ < ••, ,, )"'-:p;; / ,/ -:"•' / ,-,.-. ~ ::·- :;a~ ''}· V, ·;1 / / / / I I I /:/ /1 ;ti:,fl ,~ ' . 1/ ' I ~ / I /1 r • i! ~ i:!t\ 1, r,11 1 ill 1 1\ ,_1 ' , , I I\ ' \ I I \ I I I l\ I \ I I I I ' \ \ " I ( ,, 'l~~ ' ~ l-_.-c-:·-;-~--\ .. --:,---~ ._, ---/ __ ::.__ "---~-;;-"'="-~· __ \_ \ ---------;:.::·---- ~~---TH~ c ~? ~ sr~ CJ s_ \R? AD :::~:::.,..::_~_:;:..,::'-.:::;; ___ ;_ ::_ :::::_;': __ ::.:::.~;i: .. it::=---==-=~) I "==-----~'""cc:::.· -v'--""_::.---- \ \ \ \; ;~'~(Ai -":..,:f.,-'l=R'1=+1·r·11:•:::i,='lr-'"l:"l· ~•1:~ "11:U'(l~'~"~ ;~~ -• --_-.... J 1•11 ~~~~~~~;;;,; ~-:,'; ___ ,~_ .. ,,_,_ •. :··_,_-~ --____ ~-~=~-------- • ,\,,.'':'. \iii\' ~,~7 -= -" c~ ~ .. • •. - \ \ \ \ ,h I \, ~.;, \ \ -· -:; ~11;:;( ' ,j /1: \' \ '.,_ ,,, ,,11 ---,~\ r1i \\-'\· '' --~ i ~ \~· ' ~ :if' _,\,--. -1· l . _. \A ' . ff 1 !ii \ I If I p:,i ----- ~-it; ;Ji\ \,'ti I /I ~-, ..• 1-i' ,_ ♦-P I •'' 'j , ,, ~ .y \-~,:::--~::::---- -;:?""=-\ \ \ \ \ \ LEGEND: SYMBOL \ \ \ -·-·-·-·-·- \ \ \ \ \ \ \ \ \ \ \ \ \ IIMI • -■-■-•-·-·- cm []I) IE • --------- \ \ bESCRiPTION' ' " -, NEW RECYCLED MAINLINE FOR VILLA 53 (NONE) NEW IRRIGATION GATE VAL VE FOR VILLA 53 (NONE) NEW "DO NOT DRINK" SIGNAGE FOR VILLA 53 EXISTING RECYCLED MAINLINE FOR SLOPES AND PHASE l EXISTING RECYCLED MAINLINE FOR PHASE l EXISTING RECYCLED MAINLINE FOR SLOPE EXISTING RECYCLED P.O.C. / WATER METER EXISTING RECYCLED P.O.C. /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 N AS BUIL TH APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. P.E,--- REVIE'w'ED BY• INSPECTOR EXP. ___ _ DATE DATE To PIA fsHml I CITY OF CARLSBAD I I ~EElS I 1-----1--+-----------------1---+------11----+---t L£.._j. PLANNING DEPARTMENT _ f 5 t------t--+------------------1---;------11----+----t L1141e ,, t Au Iii 1101•1t, Pl u1h1 IRRIGATION MAINIJNE MASTER PLAN FOR: CARI.SHAD RANCH, PLANNING AREA NO. 5 RESORT sm: -VIIU 53 l----+---+----------------,~--+---+--+----1IAPPROI/EO l"i .-0 I /_ r.J\ ..1\.. 00 ~ "" -00 ..I: 0 "' f-< SU z ~ 00 ~ • 8 ...0 J;" ~ -,d ~ -f-< u ~ ~ f-< "' z 0 I I .. I •· 40 STATION CONTROLLER H I - I I To L•■•ho•p e Ar;; 7/1/2009 AA , s ' • / I .l:J ; 1'1H · 1 EXISTING VAL VE "E-31" (CITY ORA WING# 428-9L) TO BE ADJUSTED. I ,' i / SEE'OITY DRAWING #428-9M 1FOR lRRIGATION IN THIS AREA. ' _,, I 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-3. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ADDITION OF SWPE AREAS BUIL TN P.E. __ _ EXP.----DATE REVIEIJED BY• INSPECTOR DATE fsHmll CITY OF CARLSBAD 1151iEETSI t----t--+---------------1----l----l--4--~ L_U. PLANNING DEPARlMENT . 15 7. IRRIGATION PLANS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 RJ:SORT SlTB -VILLA 153 t----lt---+---------------~e------1---J---i_:_--J I APPROVED u .. I I ,, ... " --'.L 00 0 "' -0() 0 "' I u ..s: 8 ~ 3 -t5 ~ ..b E---"' -1 ~ ~ ' \, -\ " "' . \ \ \ . \\ ·, " " 40STATION CONTROLLER H 0 20 40 60 80 ~:" t ~ Tot, L•••u•p• ArcHi, -w-... _. Td: ·-A . • • . , r~ KEYMAP N.T.S I NOTES: I. FORIRRIGATIONNOTES, SEESHEETI-0. 2. FOR IRRIGATION LEGEND, SEE SHEET ID-I. ' I I , .I I , , I I ·--i~---/ ----- / ; 3. FOR IRRIGATION DETAILS, SEE SHEETS ID-2 TO ID-3. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 'AS BUILT' P.E. __ _ EXP, ___ _ DATE REVIE..,ED BY, INSPECTCR DATE [sHERll CITY OF CARLSBAD II SHEETS I t----t--t------------------li-----1-----J---+---1 ~. PLANNING DEPARTMENT . 15 711/2009 AA ADDITION OF SWPE AREAS 1- TREE BUBBLER IRRIGATION PLANS FOR: CARIBBAD RANCH, PLANNING AREA NO. 5 Rl!:SORT SJTB -VllU 53 I APPROVED • / I .t1 1----t--+--------+--+--+--~ l~-:1 C::r---~-\l..,;n r---11--+---------------l--+--l---+----I ::PLA,-,.,.N"'N"'IN70Gc--.:._..:..,.+..:::i.-===:.,-=---- DAlE NllAL DAlE NllAI. ENGINEER OF WDIIC REVISION DESCRIPTION OllD N"Pfl.fNM. DAlE NllAI. QTY N'PROVAL WN BY: CHKD BY: --JY111K,..__ RVWO BY: MK PR0.£CT NO. CT.OJ-02 DRA'MNG NO. 11G 428-9R 00 ~ "' - '· ' " Iii RAINBIRD 1812-NP-ISEST SHRUB POP UP, END STRIP 25 0.56 4X14FT 15EST SEEDETAILA 8 RAINBIRD 1812-NP-ISSST SHRUB POP UP, SIDE STRIP 25 I.II 4X28FT 15SST SEE DETAIL A • RAINBIRD 1812-NP-5FB SHRUB POP UP, BUBBLER 25 1.5 5FT 5FB SEEDETAILA • RAINBIRD 1812-NP-SHB SHRUB POP UP, BUBBLER 25 1.0 5FT 5HB SEE DETAIL A 0 RAINBIRD 1812-NP-SAM-15F SHRUB POP UP, 360° 25 3.30 14FT 15F SEE DETAIL A g RAINBIRD l812-NP-SAM-15H SHRUB POP UP, 180" 25 1.65 14FT 15H SEE DETAIL A 0 RAINBIRD 1812-NP-SAM-15Q SHRUB POP UP, 90° 25 0.82 14FT 15Q SEE DETAIL A ~ RAINBIRD l812-NP-SAM-15V SHRUB POP UP, 180" 25 1.65 14FT 15V SEE DETAIL A \Tl RAINBIRD 1812-NP-SAM-12F SHRUB POP UP, 360" 25 2.40 llFT 12F SEE DETAIL A \Tl RAINBIRD 1812-NP-SAM-12H SHRUB POP UP, 180" 25 1.20 IIFT 12H SEE DETAIL A ~ RAINBIRD 1812-NP-SAM-12Q SHRUB POP UP, 90° 25 0.60 · IIFT 12Q SEE DETAIL A \Tl RAINBIRD 1812-NP-SAM-12V SHRUB POP UP, 180" 25 1.20 , 11 FT 12V SEE DETAIL A \Tl RAINBIRD 1812-NP-SAM-IOF SHRUB POP UP, 360" 25 1.44 9FT IOF SEE DETAIL A \Tl RAINBIRD 1812-NP-SAM-IOH SHRUB POP UP, 180° 25 0.72 9FT JOH SEE DETAIL A \Tl RAINBIRD 1812-NP-SAM-IOQ SHRUB POP UP, 90" 25 0.36 9FT IOQ SEE DETAIL A II.I RAINBIRD 1812-NP-SAM-IOV SHRUB POP UP, 180° 25 0.72 9FT IOV SEE DETAIL A lj RAINBIRD 1812-NP-SAM-SF SHRUB POP UP, 360° 25 0.96 7 FT SF SEEDETAILA r. RAINBIRD 1812-NP-SAM-SH SHRUB POP UP, 180° 25 0.47 7FT 8H SEE DETAIL A ,. RAINBIRD 1812-NP-SAM-8Q SHRUB POP UP, 90° 25 0.24 7FT 8Q SEEDETAILA ~ RAINBIRD I 8l2-NP-SAM-8V SHRUB POP UP, 180" 25 0.47 7FT SV SEE DETAIL A r. RAINBIRD 1812-NP-SAM-SF SHRUB POP UP, 360° 2S 0.37 4FT 5F SEE DETAIL A @ RAINBIRD 1812-NP-SAM-SH SHRUB POP UP, 180" 25 0.18 4FT 5H SEE DETAIL A 0 RAINBIRD !812-NP-SAM-5Q SHRUB POP UP, 90" 25 0.09 4FT SQ SEE DETAIL A 0 RAINBIRD 1812-NP-5CST-B SHRUB POP UP, STREAM 25 .50 5FT 5CSTB SEE DETAIL A NOTE: I. "NP" DESIGNATION IS FOR USE ON RECLAIMED (NON-POTABLE) SYSTEM. DAlE INITIAL ENGINEER OF WORK I ! 0 RAINBIRD PESB-R SERIES REMOTE CONTROL VALVES· SEE PLAN FOR SIZE SEEDETAILC SEEDETAILD !xi u.o.r. SA6-RBI-l2/LPP/MSPIEMPJ6/FS. JOO-12 STATION SATELLITE CONTROLLER l8l KB! CV SERIES ADJUSTABLE INLINE CHECK VALVES PER MANUFACTURER SEE SPECS SPLICE BOX/ PULL BOX RW SIGN APPROVED RECYCLED WATER SIGN -PERMANUFAcrlJRER SEE DETAIL! -·------- --------- --------- --------- .................. , .......... ,., I...,) ►◄ ~ _,_,_,_ :~ '· ►◄ ~ ~~ ~ APPROVED APPROVED APPROVED APPROVED EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING RAINBIRD RECYCLED PVC SCH 40 (PURPLE PIPE) LATERAL LINE, SEE PLAN FOR SIZE COMMUNICATION CABLE· PAIGE MAXICABLE IN I" CONDUIT FLOW SENSING CABLE· PS ELECTRIC P7162D IN I" CONDUIT MODEM LINE FOR MAXICOM WATER METER· SEE APPROVED PHASE I PLANS -DRAWING #428-9M RECYCLED MAINLINE PER SLOPE REVEGETATJON/EROSION CONTROL PLANS. SEE CITY PROJECT NUMBER CT.03-02, DRAWING NUMBER 428-9L. SEE DETAILJ PER MANUFACTURER PER MANUFACTURER PER MANUFACTURER QUlCK COUPLER VAL VE PER SLOPE REVIJGETATION/EROSION CONTROL PLANS. SEE CITY PROJECT NUMBER CT.03-02, DRAWING NUMBER 428-9L. GATE VALVE PER SLOPE REVEGETATION/EROSION CONTROL PLANS. SEE CITY PROJECT NUMBER CT.03-02, DRAWING NUMBER 428-9L. REMOTE CONTROL VAL VE PER SLOPE REVEGETATION/EROSION CONTROL PLANS. SEE CITY PROJECT NUMBER CT.03-02, DRA WINO NUMBER 428-9L. RECYCLED MAINLINE PER PHASE 1 LANDSCAPE PLANS. SEE CITY PROJECT NUMBER CT.03-02, DRAWING NUMBER 428-9M. QIDCK COUPLER VALVE PER PHASE I LANDSCAPE PLANS. SEE CITY PROJECT NUMBER CT.03-02, ORA WINO NUMBER 428-9M. GATE VALVE PER PHASE I LANDSCAPE PLANS. SEE CITY PROJECT NUMBER CT,03-02, ORA WINO NUMBER 428-9M. REMOTE CONTROL VALVE PER PER PHASE I LANDSCAPE PLANS. SEE CITY PROJECT NUMBER CT.03-02, DRAWING NUMBER 428-9M. (3) RWS-BCG ROOT WATER SYSTEM UNITS 2S 0.25 SEEDETAILB ----VALVE/CONTROLLER SEQUENCE X --F+~'--J GALLONS PER MINUTE ----VALVE SIZE 'AS BUil TH APPROVED FOR IRRIGATION AND P.E. EXP. PLANTING ONLY, INCLUDING PRECISE REVIE\IED BYr ! LOCATION OF PLANTING AREAS. INSPECTOR DATE DATE I SH:T I CITY OF CARLSBAD I ~~TSI PLANNING DEPARThlENT IRRIGATION LEGEND FOR: CARISBAD RANCH, PLANNING AREA NO. 5 RESORT SlTB -VILLA. 53 I APPROVED I~-( q:, ~\~-\\:: PLANNING !.· JI · <>9 I DATE Dl'tN BY: •• PROJECT NO. DRAWING NO. DAlE INITIAL DAlE INITIAL CHKD BY:½: REVISION DESCRIPTION 01H£R APPROVAi. CITY APPROVAL RW.O BY: CT.03-02 DWG 428-9R C.M.W.D. ____ _ ID-1 ~! .... ..r;. ~-~: ~ Ii • ...0 ~l '/0 .A :;: ~ C t; ui ~) .. , ~: fl) :;: C: <.: ~= ~l ◄. ~l ~! --=; ... .,,,----PLANT MATERIAL FINISH GRADEtfOP OF MULCH -----POP-UP SPRAY SPRINKLER: RAIN BIRD 1812 WITH 1800 VPC WITH RAIN BIRD ROTARY NOZZLE AND PURPLE NON-POTABLE CAPS ON ALL HEADS USING RECYCLED WATER PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) .,,.---PVC SCH 40 ELL PVC SCH 40 STREET ELL --PVC SCH 80 NIPPLE (LENGTII 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. ,----------BUBBLER: RAIN BIRD 1401 0.25 GPM (INCLUDED) ,---------ROOT WATERING SYSTEM: RAIN BIRD RWS-BCG (INCLUDES 1401 0.25 GPM BUBBLER WITH RISER, CHECK VALVE, GRATE, SWING ASSEMBLY, 112" MALE NPT INLET, AND BASKET CANISTER) '--------FINISHGRADE -------CHECK VALVE (INCLUDED) .,---------112-INCH PVC SCH 80 NIPPLE (INCLUDED) _,,,-------112-INCH 90-DEGREE ELBOW (INCLUDED) ,-----12-INCH SWING ASSEMBLY (INCLUDED) ~-PVC SCH 40 TEE OR EL '------LATERALPIPE ~-------4-INCHBASKET WEAVE CANISTER(INCLUDED) SHRUB POP-UP N.T.S. B ROOTWATERSYSTEM N.T.S. C REMOTE CONTROL VALVE NOTE: ,,.---FINISH GRADEffOP OF MULCH QUICK-COUPLING VALVE: _,,,--RECLAIMED: NELSON MODEL 7645 .,---v ALVE BOX WITII COVER: 6-lNCH SIZE. USE PURPLE VALVE BOX FOR RECLAIMED (RC.) WATER. ,,.--PVC SCH 80 NIPPLE (LENGTII AS REQUIRED) ...--3-INCH MINIMUM DEPTH OF 314-INCH WASHED GRAVEL ...--PVC SCH 40 STREET ELL ...--BRICK (I OF 2) ...--PVC SCH 80 NIPPLE (LENGTII AS REQUIRED) PVC SCH 40 STREET ELL '-----PVC SCH 40 TEE OR ELL '------PVCMAlNLINEPIPE ~---------PVCSCH40ELL ~-----------2• x2" REDWOOD STAKE W/ STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM I. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMlNAL QUICK COUPLING VALVE INLET SIZE. 2. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED USE. E QUICK COUPLER N.T.S. F G . To ,,,---30-INCH LINEAR LENGTH OF WIRE, COILED _,,---WATERPROOF CONNECTION (l OF 2) ,,,--JD TAG .------VAL VE BOX WITH COVER: 12-INCH SIZE _.--FINISH GRADE/fOP OF MULCH ,,,.---REMOTE CONTROL VALVE: RAINBIRD PEB WITH PURPLE VALVE BOX AND TAGS W1ffiN USED WITH RECYCLED WATER ,,,,--PVC SCH 80 NIPPLE (CLOSE) ,,,---PVCSCH40ELL ,,,,--PVC SCH 80 NIPPLE (LENGTII AS REQUIRED) .,--BRICK(! OF4) ~-SCH 80 NIPPLE (2-INCH LENGTII, HIDDEN) AND SCH 40 ELL "---PVC MAINLINE PIPE ~--PVC SCH40 TEE OR ELL '----BRASS UNION '----PVC SCH40 MALE ADAPTER ~---PVC LATERAL PIPE '------3.0-INCH MINIMUM DEPTil.OF 3/4-INCHWASHEDGRAVEL • •• .. • ,---FIELD SATELLITE CONTROLLER: OR CLUSTER CONTROL UNIT ,,----STAINLESS STEEL PEDESTAL PROVIDED BY MANUFACnJRER .,,---CONCRETEPAD: 6-INCHMINIMUM THICKNESS FINISH GRADE ,,---3-lNCH 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 SUPPLY N.T.S. D CONTROLLER AND PEDESTAL N.T.S. 'AS BUILT' APPROVED FO,R IRRIGATION AND P.E. EXP. DATE PLANTING ONLY, INCLUDING PRECISE REVIE',{ED BY• LOCATION OF PLANTING AREAS. INSPECT□R DATE ~ CITY OF CARLSBAD w 0 PLANNING DEPARTMENT 5 IRRIGATION DETAIIB FOR: CARI.SBAD RANCH, PLANNING AREA NO. 5 RF.SORT SITE -VILLA 53 !APPROVED ri4{¢r. ald 1· 31-el"\ 1 : PLANNING DATE ~BY: PROJECT NO. DRAWING NO. DATE INlllAL DATE INlllAL DATE INlllAL CHKD BY: M~ ENGINEER OF WORK REVISION DESCRIPTION OlllER APPROVAL CITY APPROVAL RV'M> BY: Id~ CT.03-02 DWG 428-9R i;(l <.:: ,,, •·-•j ,· ,.,; 1,· ( :~ •◄ ("'-~~ ,!: 0 fj ::1 ~ ,, ,,_ ,.~ ,.J r,J 1.1.l r· .... ,( (.) Vl p ~ ~ C.M. W.D. ____ _ ID-2 ..c. ~ I ~ '7J -0 % iJ1 CL 18" --t-----RECLAIMED WATER SIGN SECTION VIEW MAINLINE, LATERAL, MAINLINE AND WIRING IN PIPE THE SAME TRENCH LATERAL PIPE WIRING!N CONDUIT ';~-::-::----1----ATTACHSJGNTOPOSTW/(2) ~ ~ -111 11 -Ill • I, 11 • :i "' • 114" CARRIAGE BOLTS 3" FROM TOP AND BOTTOM OF SIGN .....-------3" GALVANIZED STEEL POST SLOPE TO DRAIN AWAY FROM POST FINISH GRADE " 1:::::1-----COMPACTION PER GEOTECHNICAL REPORT 4 • I. -+------CONCRETE FOOTING I RECYCLED WATER SIGNAGE Carlsbad PA 5 Pressure Calculations RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUNDLE AT 10-FOOT INTERVALS. NOTES: PLAN VIEW ALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN. WIRE W/0 CONDUIT TIE A 24-INCH LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 30° OR GREATER. UNT!B AFTERALL CONNECTIONS HA VE BEEN MADE. I. REFER TO RECYCLED WATER NOTE #31, SHEET 1-0 FOR WARNING TAPE NOTES FOR RECYCLED MAINLINE. 2. SLEEVE SIZES FOR IRRIGATION LINES SHALL BB A MINIMUM OF TWO TIMES THE SIZE OF THE LINE IT SERVES. MINlMUM PIPE COVERAGE SHALL BE AS FOLLOWS: A. PRESSURE LINE: *LESS THAN 3" IN DIAMETER-18" COVER •3• -5-112" IN D!AMETER-24" COVI!R *6" OR OREA TER IN DIAMETER -36" COVER B. LATERAL LINES -12" COVER C. SLEEVES UNDER ROADS: *6" OR LESS IN DIAMEIBR-36" COVER *GREATER THAN 6" UN DIAMETER -48" COVER D. SLEEVES UNDER PA YING (NON ROADS) • SAME AS 'A' ABOVE SLEEVE DEPTHS AND MATERIALS SHALL Bil AS FOLLOWS: A. SLEEVES UNDER ROADS: *6" OR LESS IN DIAMEIBR • 36" COVER *ORllATER THAN 6" IN DIAMETER -48" COVER SCHEDULE80PVC B. SLEEVES UNDER PAVING (NON ROADS) *LESS THAN 3" IN DIAMETER-I8" COVER •3• -5-112" IN DIAMEIBR-24" COVER *6" OR GREATER IN DIAMETER-36' COVER SCHEDULE 40 PVC N.T.S. J PIPES, WIRES, AND TRENCHING N.T.S. Valve No. M-3 (FARTHEST VALVE FROM POC) Meter Slze/POC POCAT EXISTING 4" MAINLINE Static Pressure (PSI) 80.41 Peak Demand in GPM 30.44 Pipe Segment Size Pipe Class Flow GPM Length (feet) Lateral 1 314" SCH40 0.24 Lateral 2 314" SCH40 0.71 Lateral 3 314" SCH40 1.18 Lateral 4 314" SCH40 1.90 Lateral 5 314" SCH40 2.26 Lateral 6 314• SCH40 2.98 Lateral 7 314" SCH40 3.45 Lateral 8 314" SCH40 3.81 Lateral 9 3/4" SCH40 4.53 Lateral 10 3/4" SCH40 5.25 Lateral 11 314• SCH40 5.61 Lateral 12 314• SCH40 6.33 Lateral 13 1· SCH40 9.81 Lateral 14 1-1/4" SCH40 20.85 Lateral 15 1-1/2" SCH40 30.44 Subtotal Mainline 1 4• CL315 30.44 Subtotal Reduced Pressure Back Flow Preventer Normally Closed Master Valve Gate Valve 4" Control Valve 2" Lateral Pipe Mainline Pipe Water Meter Sprinkler Demand Fitting Loss Subtotal Elevation at Valve 230 Elevation at POC 197 Elevation Difference 33 multiplier Total RequlreJ:I Pressure Residual Pressure 3.54 4.76 3.76 6.50 5.47 4.37 3.79 3.49 6.64 3.46 5.53 4.70 4.48 4.49 26.10 1714.00 0.43 Velocity Ft/Sec 1.05 1.20 1.80 2.40 3.00 3.61 3.61 4.21 3.61 4.21 3.61 4.21 3.34 4.07 4.72 1.67 u Friction Factor PSI Loss 0.43 0.39 0.84 1.42 2.15 3.02 3.02 4.01 3.02 4.01 3.02 4.01 1.97 2.07 2.28 0.12 0.02 0.02 0.03 0.09 0.12 0.13 0.11 0.14 0.20 0.14 0.17 0.19 0.09 0.09 0.60 2.13 2.06 2.06 12.00 4.80 0.65 4.80 2.13 2.06 2.50 25.00 0.50 54.44 14.29 68.73 11.68 f] '· .... • -. . .. ·' . ~ ·-p Im.( I!---EXISTING SUBGRADE -----,-----BACKFILL MATERIAL CONCRETE THRUST BLOCKS STREET SURFACE POTABLE SERVICE LINE (SEE IMPROVEMENT DRAWINGS) RECLAIMED WATER ..i) IRRIGATION MAINLINE / - Willi SLEEVE · 3.SFEE APPROX 8" POTABLE--/ SERVICE LINE ..,._ 24" 10' MINIMUM TO 1---POTABLE MAINLINE IN STREET RECLAIMED WATER IRRIGATION MAINLINE WITII SLEEVE METER BOX WITH METER 12" MINIMUM .r .... -~ -· · · --,,.,...,.,__...,==,,-=--GASKET FITTING 12" MINIMUM REQUIRED VERTICAL SEPARATION NOTE: ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED IN "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" OLIVENHAIN WATER DISTRICT'S RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS OCTOBER 1993 NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATIi OF A POTABLE WATERLINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. ..... ,i , PVC BELL REDUCER POTABLE SERVICE LINE CROSSING POTABLE MAINLINE CROSSING THRUST BLOCK N.T.S. L TYPICAL STREET CROSSING N.T.S *AS BUil T* APPROVED FOR IRRlGATION AND P.E. EXP. DATE PLANTING ONLY, INCLUDING PRECISE REVIEWED BY• LOCATION OF PLANTING AREAS. INSPECTOR DATE L1r] CITY OF CARLSBAD w I PLANNING DEP ARTh4EN T 5 IRRIGATION DETA!l.'3 FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 RESORT SIT!: -VILLA 53 APPROVED ,~-& . 1::-tl.:Jr 1·~. ~er PLANNING DATE ~ BY: PROJECT NO. ORA'MNG NO. DA'li: INlllAL DA'li: INlllAL DA'li: INlllAL REVISION DESCRIPTION CHKD BY: ~~ CT.03-02 DWO 428-9R ENGINEER OF WORK OTHfR APPROVAL CITY APPROVAL RVM> BY: a~ c •. •• .. l - I I .. I ''-, ' ,/ '-' . '~~ •, " •. ----· ... , ,. I -.. I I / I \ \ I I I I j \ \ \ -, i \ \·1·1 0 /j ¼ \ !,\' II h) \ \ ' \ Ii I ' I ·,; I I ,\ Ii\ I I ' \ ~-=-'L/U \ ◄ / .' fl/( I I I /,:1 I I I' I I!' ,, ' // I /!1 I ,, t, , , I //! i j , 'I , . 1/ I, I fl 1111 , J_ - ~ /< \ -jr' ---y;~ L.--\ -,----" --\ 5- ,J-' I ,.- ...-\ \ -\:1-' '!J ♦ I KEYMAP N.T.S - -- FIRE PROTECTION WNES -SEE SHEETS L-19 AND L-20 OF TIIE FIRE PROTECTION PLANS FOR FURTIIERJNFORMATION, ,, -.r ··--... i. '. !'°4 0 Ml-{ . GAZANIA HYBRID / Trailing Gazania -Yellow Flats@ 12" O,C, ! f / LA LAGERSTROEMIA INDICA 'NATCHEZ' I / Crape Myrtle -Multi-Trunk I EMIA INDICA 'TIJSCARORA' Crape Myrtle -Multi-Trunk 5 Gallon 5 Gallon !;I ' ' ' ,, ~ I ! SYAGRUS ROMANZOFFIANUM /.J--,-,✓lf,,' '------1--i!'------'! __::======:::Queen==Palm=~2-4_"_Bo_.::;-- !/i ~ , , /' I 1/1 J SOLEIROLIA SOLEIROLII I CL--,/l'fr, ;'--...:::.:+'---f:,r ---~-', -----=-====B:.:ab=y':::s T:.:"""=J.F-la_1ll_@_l_2"_0 ___ c__,,,. !'.I t LONICERA JAPONICA - ';frf:L----t;;'-r'---'--fi'---'---, -,!:1-1-----=======,.,_------111/1 11!/1,11'/ ii, i Japa•ese Hooeysuclde Flats@ 12" O.C. /.' I I ,' 71 ,'. ! I ·' DICKSONJA ANTARCTICA I Tasmanian Tree Fem 0 KOELRUETERIA BIPINNATA Chinese Flame Tree 15 Gallo• r-.J I I I /f; , 0 !, Queen Palm 15 GallOD j, ct, .. : l-11-f_ /1/ --t F t. I I WING #428-9M 'I .AN ·INGINTHISAREA, /, I i ':Q-._ / --, I I I . I I I I / / I PEA GRAVELS STRELITZJA NICOLAI Giant Bird of Paradise 15 Gallo• PELARGONIUM PELTATUM Ivy Geranium Flats@ 12" O.C. I I I ; I i NOTES: I ' ' L FOR PLANTING NOTES, SEE SHEET PD-2. i 2. FOR PLANTING LEGEND, SEE SHEET PD-I. I , , 3. FOR PLANTING DETAILS, SEE SHEETS PD-2_ / I I P.E. i KAS BUIL TK EXP. DATE APPROVED FOR IRRIGATION AND J. I I i PLANTING ONLY, INCLUDING PRECISE REVIE'JED BY, _,_1, LOCATION OF PLANTING AREAS. INSPECTOR DATE 7/112009 AA ,., ADDITION OF SLOPE AREAS ~ _._ LlrJI CITY OF CARLSBAD IISHEElSI . PLANNING DEPARTMENT f5 TREE AND GROUNDCOVER PLANTING PLANS FOR: CWBAD RANCH, PLANNING AREA NO. 5 RBSORT SITE -VIlU 53 : PLANNING I APPROIIED It JJ <=r-e« ..c1t 7. Z2-.. .,.I DATE DAlE Nl1AL DAlE Nl1AL DAlE Nl1AL 1'WN BY: I PRD.ECT NO. I DRA~NG NO. REVISION DESCRIPTION CHKD BY: MK CT.03-02 -vFWOII( OllElll'f"RfNlt. QTY ll'Pfl.<Nlt. RVM> BY: MK DllG -428-IIR - I I .. I \ . \ ,' \ \ . \ .. '-. ·-,_ \ ' . \_ . \ . I I I I I _i./1 1;.•,,..' ~--='·"'-i'_-_.,y:~. ~-,,r ,---,,c.c---t>'-· ~c, •· --...... --~ I : :_:::-: ·:: • .,.;::.! . \ : \ I I I I ' / . ' ' _;;....;J" - ' I \ \ ! RHAPHIOLEPSIS INDICA 'ENCHANTRESS' ! \ \ ' •. ---\ -(~', ' ' ' ;'-~ .•,' ·----··; <· HEMER(£A,J,,LIS HYBRIDS -· ii ,'('"' 'YELLOW I -Pf ···.. , D Iii I I I / I I I I i I I A-, I ◄ !J T/ : I; 7 , I; L I ~I f/., II Ii ' /t/ }' f/ 1i/ :, /!' ! I Cf: ' Ii I /•.i/ /1 'li ., /,/ 1/1 I Ii • /, f I i { I I I 1 I / Privet 5 Gallon f f ;! 0 / 1~11-;_< I ' ! I , I I • AGLAONEMA 'SILVER KING' Silver King I Gallon CLIVIA MINlATA Clivia 5 Gallon HEMEROCALLIS HYBRIDS Daylily I Gallon / 5 Gallon PITTOSPORUM TOBIRA 'WHEELER'S DWARF Wheeler's Dwarf I Gallon ASPLENIUM BULBIFERUM MotherFern I Gallon 9 0 k fl I ,------,,£-j'f---fr---1,'i.i-' 1--,;----;>---'--;-,----------------~THU~J~A~OC~C!!ID:'.!ENT~AL~I~S 1----~ /1. / American Aiboritac S Gallon I I I ' • I ' I! /,,'/ 11 ff I'' ' 1'/, • I I I I I I ' I I I /, I / !! ., I RHAPHIOLEPSIS INDICA 'BALLERINA' I f ! NOTES: L FOR PLANTING NOTES, SEE SHEET PD-2. 2. FOR PLANTING LEGEND, SEE SHEET PD-I . 3. FOR PLANTING DETAILS, SEE SHEETS PD-2. • II AS BUILT' 00 ~ APPROVED FOR IRRIGATION AND P.E. --; EXP-----DATE •' -___ , PLANTING ONLY, INCLUDING PRECISE REVIEIJED BY• ~ tl•,:11,.,},' LOCATION OF PLANTING AREAS. INSPECTOR DATE i it, 1-7~/l~/2:!:!009~....:.AA!!!....f"":....!AD=D!.!IT!::IO:!!N.!:!OF!:.;S~LO~Pc!:E~AREAS~~-------1---l---+~!..::-'1:L~.O:~~~;._J fsHml I CITY a F c ARLSBAD Ir 5liEElS 1 2s - T -Yi\i1s:f, ~ LQ_j . PLANNING DEPARTMENT f 5 0 ... -'~f/ Lul.u•,•Arc,i •it-t••'~ _ _...); ----SHRlJB PLAJrnlfG PLANS ,OR: ~ ~7f2,~~~r~::: r:;,. 1-~ _ ...r t=: i 1:;.;it;cj::,-f, --\---CAilliiBAD RANCH, PLANNING AREA NO. 5 u ~g'.,,~/'!'.J(<''~'--~_)< ___ ... -\ ;:::, h\J-:11.t~!;;(;'t:.-;;;; RBSORT SITE -VILU 53 i:ir::; \:Js,.1u~~'~,: ;,i, ~ ,....,.,._ n ·' ·•· le\ i---+--t-------------+---+--+---+---11 APPROvBJ M (Gt-. E-{(...;-f\: j• 'l.."Z...e~ I ~ ,..__ . PLANNING DATE _ .:: · x!. DAlE 11111AL DAlE NllAI. DAlE NTIIIL OWN BY: PROJECT NO. DRAWING NO. 3 1.------------------------------""""'------------o----2-0 ____ 40 ____ 60 ____ so ______________ ._:·_i.,_:,._··, ____ N_.T_ .. _______ ENGINEDI ___ OF_-_____ R_E_VI_S_ION--D·E·S·C·R-IP-TI-O-N-----01HER--N-Fi-,Ol.-,III.--QTY-N'f'f1(11l--Al.--~-vwo-K-D-g-~-;::H:~: ___ c_l_.o._~ __ o.._12 ___ 11G_-42_8-_9_R_.J~ C.M.W.D. P-1 ...c ~ • ..D3 ,. ~~ <. -"' ... ' ' , ' PLANTING LEGEND: PALMS: SYAGRUS ROMANZOFFIANUM Queen Palm 24"Box 6 See Detail A, Sheet PD-2 Queen Palm 15 Gallon 9 See Detail A, Sheet PD-2 Queen Palm 12'B.T.H. 8 See Detail A and G, SheetPD-2 e DICKSONIA ANTARCTICA Tasmanian Tree Fem 15 Gallon 4 See Detail B, Sheet PD-2 KOELRUETERIA BlPINNATA Chinese Flame Tree Multi trunk 15 Gallon 2 See Detail B, Sheet PD-2 LAGERSTROEMIA INDICA 'NATCHEZ' Crape Myrtle Multi trunk 15 Gallon I See Detail B, Sheet PD-2 LAGERSTROEMIA INDICA 'TUSCARORA' Crape Myrtle Multi trunk 15 Gallon I See Detail B, Sheet PD-2 PRUNUSCAROLINIANA Carolina Laurel Cherry 15 Gallon 4 See Detail B, Sheet PD-2 STRELITZIA NICOLAI Giant Bird of Paradise 15 Gallon 3 See Detail B, Sheet PD-2 DJCKSONIA ANTARCTICA Tasmanian Tree Fem 5 Gallon 12 See Detail G, Sheet PD-2 LAGERSTROEMIA INDICA 'NATCHEZ' Crape Myrtle Multi trunk 5 Gallon 4 See Detail G, Sheet PD-2 LAGERSTROEMIA INDICA 'TUSCARORA' Crape Myrtle Multi trunk 5 Gallon 2 See Detail 0, Sheet PD-2 PODOCARPUS GRACILIOR Fem Pine 5 Gallon 9 See Detail 0, SheetPD-2 SLOPE PLANTING STANDARDS: SLOPES 6: I OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: a. STANDARD #1. COVER CROP/REINFORCED STRAW MATTING COVER CROP SHALL BE A SEED MlX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMlT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRJOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90 % COVERAGE WITHIN THIRTY(30) DAYS. TYPE OF REINFORCED STRAW MA TIING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRJL 15. THE COVER CROP AND/OR REINFORCED STRAW MATTING SHALL BE USED THE REMAINDER OF THE YEAR. b. STANDARD #2 -GROUND COVER ONE HUNDRED(I00%) 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 PROVIDE FULL COVERAGE WITHIN A YEAR). c. STANDARD #J -LOW SHRUBS LOW SPREADING WOODY SHRUBS(PLANTED FROM A MINIMUM OF 2 3/4" LINERS) SHALL COVER A MINIMUM OF SEVENTY(70%) PERCENT OF THE SLOPE FACE(AT MATURE SIZE). d. STANDARD #I -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF I GALLON CONTAINERS) AT A MINIMUM RATE OF ONE{)) PLANT PER TWO HUNDRED(200) SQUARE FEET. SLOPES -6:1 OR STEEPER AND: a. 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. b. J FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3. c. IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3 AND #4. SPECIAL CONDITIONS: AREAS GRADED FLATTER TlfAN 6:1 REQUIRE STANDARD #I (COVER CROP) WITH TEMPORARY IRRJGATION WHEN THEY HA VE ONE OR MORE OF THE FOLLOWING CONDITIONS: a. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTiiS OF COMPLETION OF ROUGH GRADING. b. A POTENTIAL EROSION PROBLEM AS DETERMlNED BY Tiffi CITY. c. IDENTIFIED BY THE CITY AS HIOHL Y VISIBLE AREAS TO THE PUBLIC OR HA VE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. . . . . . . . A ., ., ., - If) 0 0 0 0 au • ' ' 1 • l • . 1 ' • AGLAONEMA 'SIL VER KING' ASPLENIUM BULBIFERUM CLIVIAMINIATA HEMEROCALLIS HYBRIDS 'YELLOW' LIGUSTRUM JAPONICUM PHOTINIA FRASERJ PITIOSPORUM TOBIRA PITIOSPORIJM TOBIRA WHEELER'S DWARF RJIAPHIOLEPSIS INDICA 'BALLERJNA' SCJIBFFLERA PUECKLERJ THUJA OCCIDENTALIS CISTUS PURPUREUS LIRJOPE MUSCARJ HEMEROCALLIS HYBRJDS 'YELLOW' PHOTINIA FRASERJ RJIAPHIOLEPSIS INDICA 'ENCHANTRESS' . . . . . -. Silver King Mother Fern Clivia Daylily Japanese Privet Photinia Pittospornm Wheeler's Dwarf Indian Hawthorn Schefflera American Arboritae Orchid Rockrose Big Blue Lily Turf Daylily Photinia Indian Hawtbom I Gallon 1 Gallon 5 Gallon l Gallon 5 Gallon 5 Gallon 5 Gallon 5 Gallon I Gallon 5 Gallon 5 Gallon 5 Gallon I Gallon I Gallon I Gallon I Gallon I Gallon . . ... .. ... .. .. - 21 27 69 20 30 28 16 46 14 32 2 10 28 16 77 16 49 . . . - • To.PIA 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, 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 H, Sheet PD-2 See Detail H, Sheet PD-2 See Detail H, Sheet PD-2 See Detail H, Sheet PD-2 See Detail H, Sheet PD-2 . . . PLANTING LEGEND (CONTINUED): VINES: .. CL YTOSTOMA CALLISTEGIOIDES Violet Trumpet Vine 5 Gallon 4 See Detail E, Sheet PD-2 GROUNDCOVER: ~ OAZANIA HYBRJD Trailing Gazania Flats@ 4.451 S.F. See Detail D, Sheet PD-2 -Yellow 12"0.C. -DELOSPERMA ALBA White Trailing Ice Plant Flats@ 1,968 S.F. See Detail D, Sheet PD-2 12"O.C. "'1 11 "'/" '1/j LONICERA JAPONICA Japanese Honeysuckle Flats@ 4,015 S.F. See Detail D, Sheet PD-2 /,11 rf,1 12"0.C. [CJ PEA GRAVELS 330 S.F. -PELARGONIIJM PELTATUM Ivy Geraniwn Flats@ 796 S.F. See Detail D, Sheet PD-2 (1/3 RED, 113 WHITE, 113 PINK) 12"0.C. -SOLEJROLIA SOLEIROLII Baby's Tears Flats@ 446 S.F. See Detail D, Sheet PD-2 12"0.C. V V V V <J VINCAMAJOR Periwinkle Flats@ 1,031 S.F. See Detail D, Sheet PD-2 V "lVV-;;/' 12" O.C. VVVV'I . 1 ' 1 ' . . . HAS BUIL TH APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCA'fION OF PLANTING AREAS. P.E. __ _ REVIE\,'ED BY• INSPECTOR EXP. ___ _ DATE DATE ' ' ' . . ' . 1 . ) . ' I 7/1/2009 AA I If\ ADDITION OF SLOPE AREAS "J:t.?._...« .... t:... ;=I =="==..:I =C=IT=Y=O=F=C=A=R=LS=B=A=D='-'=I =~~I ,. PLANNING DEPARlMENT • l,c •• ,aJJ .. :;', ·1 ! 11 ·~ : u i'-.~ La a doc ape Arch i!e.~.l,i;\.fe.Pl•nn_iDJ PLANTING LEGEND FOR: ~ 9444W"f'l<'$S~=.'~\li!'-.-4W S... Diop . Coli.wmil. 9i!2l Tel: 8SS.tjJ,~ Fu, 85MS~_.OS54- ACal.ifoml•_~ • . . § ~ l---+--+------------·--+---1---1---+---1 I APPROVED 1:.1 I _11._ I 8z -kk ~ _q · ~\,c:-J[ 1-2.:z,..,."T l--~--+-----------------1---.J.....---1---.J.....--1 =;;:PiLA~~rN"'N~~l~N"'G=-=-~..1fl..:.C_=-'~:..J;=-"="'=-~-'~=-~:.ci:.:.~~f!.1i~-~-=-=-~~D~A~TE~~~-J.t.l l--:OA""TE=-h1N""lll=,AL,,.-I-----------------I-DA-TE-.I-IN_l'TI_AL-II--D-ATE_...J_INl_ll_AL._1 fj5wN BY: PROJECT NO. DRAWING NO. ~ ENGINEER OF WORK REVISION DESCRIPTION 011-lER M'PROVAL CITY M'PROVM. ~~ :~; -M~~ -CT. 0J-02 DWG 428-9R 9 CARIBBAD RANCH, PLANNING AREA NO. 5 RESORT SITE -VILLA 63 . -...... ---------------------------------------------~ ....... -----~3 C.M.W.D.____ PD-1 · .litilil -\JI II~ 'I I I LEGEND: 1~ 2' MIN. I. PALM TRUNK (SKINED) 2. 6' HIGH MOUND FOR WATER BASIN 3. PALM ROOT BALL ~-----12 MIN. 4. (2) -4" PERFORATED PVC STANDPIPE WITH FILTER FABRIC SOCK AND 4" DRAIN CAP S. NATIVE SOIL 6. 3/4" WASHED CRUSHED AGGREGATE 7. SAND BACKFILL COMPACTED NOTES: I. ALL PALMS SHALL BE TRIMMED AND TIED PRIOR TO PLANTING, LEA VE TIED 30 DAYS MIN. 2. TRIMMED PALM TO HA VE 6-8 FRONDS MAX. 3. UPON INSTALLATION THE LANDSCAPE ARCHITECT AND THE LANDSCAPE CONTRACTOR SHALL DETERMINE IF PALMS REQUIRE GUYING PALM PLANTING DETAIL 2l-----~ I l---~ EDGE OF PAVING, WALK, WALL, ETC. N.T.S. I. GROUNDCOVER 2.MULCH 3. AMENDED SOIL 4.SUBGRADE NOTE: LOCATE PLANTS EQUIDISTANT (D) FROM EACH OTHER AS SHOWN. D -SPACING AS SHOWN ON PLANTING PLAN. D GROUNDCOVER PLANTING DETAIL N.T.S. .&. 9 0 - • ~ • '3 ,., " I ~1· ½11 ~ ~1 2xWIDTH OFROOTBALL 7 NOTE: I. CONTRACTOR TO INSTALL 4" PERJ'ORATED STANDPIPE WITH FILTER FABRIC AND CAPPED WITH 4" PLASTIC DRAIN GRATE. 2. STANDPIPE TO BE THE DEPTH OFROOTBALLAND6' ABOVE FINISH GRADE IN SHRUB AREAS. 3. WIIBRE ON SLOPES, THE REAR OF THE PLANTING Pits SHALL BE GRADED TO A MAXIMUM 1:1 SLOPE. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THIS SLOPE TO CONTROL EROSION WHILE PLANTS ESTABLISH. ~ A a - 8 LEGEND I. CUT OFF END OF STAKE DAMAGED BY HAMMERING 2. CINCH TIES 3. (2) 2" DIAM. X 10' LODGEPINE POLES 4. ARBOR GUARD FOR TREES PLANTED IN TURF AREAS 5. TEMP. WATERING BASIN 6. BACKFILL MIX 7. FERTILIZER TABLETS 8. ROOTBALL SLOPE TREE PLANTING DETAIL N.T.S. 1,--~ LEGEND I. FINISH GRADE 2. TEMP. WATERING BASIN --H--------------; 5 W,iffl!!!f,,!Hrr-------{ 6 !Tl-"m'-"ITT . ---... I I;; 2XROOTBALL DIAMETER 3. FINISH GRADE. SET TOP OF ROOTBALL I" ABOVE GRADE 4. 2"-3"LAYERMULCHMATERIAL 5. 2"x2"x3'-0" REDWOOD STAKE. SET FLUSH TO GRADE. 6. AMENDED SOIL 7. NATIVE SOIL (COMPACTED) NOTE: INSTALL DEEP ROOT BARRIERS WHEN TREES ARE WITHIN 4' OF HARDSCAPE. FOR TREE PLANTING ON SLOPE, REFER TO DETAIL G, TIIJS SHEET. I ½XROOT BALL DIA. J r< LEGEND I}----, r£TMI I. FINISH GRADE 2. TEMP. WATERING BASIN ..._ ____ ---{ 5 DIAMETER ~------;6 3. FINISH GRADE. SET TOP OF ROOTBALL I" ABOVE GRADE ~----------< 7 4. 211-3 11 lAYERMULCHMATERIAL 5. FERTILIZER TABLETS PER PLANTING NOTES. 6. AMENDED SOIL 7. NATIVE SOIL (COMPACTED) NOTE: INSTALL DEEP ROOT BARRIERS WHEN TREES ARE WITHIN 4' OF HARDSCAPE. FOR SHRUB PLANTING ON SLOPE, REFER TO DETAIL H, TIIJS SHEET. B TREE PLANTING DETAIL N.T.S. C HRUB PLANTING DETAIL N.T.S. Ir---, 5 I. FINISH GRADE. 2. WATER RETENTION BASIN -4"HIGH 3. FERffilZER TABLETS PER PLANTING NOTES. 4. BACKFILL MIX PER PLANTING NOTES. 5. MOUND BOTTUM OF HOLE. -PUDDLE AND l'XMINIMUM DEPTH OF ROOTBALL SETTLE BACKFILL 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 WITH APPROPRIATE TWIST TIE FASTENERS. E VINE PLANTING DETAIL N.T.S. ' U~ I ;;!fl;:;;IT = I .i-, llSJ! I - l½XROOT BALL DIA. ~- LEGEND ~I 41""'ffl'=t l ~II I II 11 =I I. FINISH GRADE AT SLOPE 2. TEMP. WATERING BASIN TB I I DIAMETER -------12 I ;-I J,,,l 1= '=cl== -~----i5 ~------<6 3. FINISH GRADE. SET TOP OF ROOTBALL 1" ABOVE GRADE ~----------< 7 4. 2"-3"LAYERMULCHMATERIAL 5. FERTILIZER TABLETSPERPLANTINGNOTES. 6. BACKFILL MIX PER PLANTING NOTES. 7. NATIVE SOIL (COMPACTED) I NOTE: I. INSTALL DEEP ROOT BARRIERS WIIBN TREES ARE WITI1IN 4' OF HARDSCAPE. 2. WIIBRE ON SLOPES, Tllli REAR OF THE PLANTING PITS SHALL BE GRADED TO A MAXIMUM 1:1 SLOPE. EROSION CONTROL FABR1C SHALL BE INSTALLED ON TIIJS SLOPE TO CONTROL EROSION WHILE PLANTS ESTABLISH. Linear Style Planting with DeepRoot Barriers Determine the correct number of panels to be used. Depending upon the actual planting plan ond the number of trees involved the length of linear barrier will vary, but as a general rule of thumb take the anticipoted mature canopy diameter of the tree and odd 2 feet (61cm). This will be the number of feet necessary for a Linear style planting oppficotion. (See chart below.) A. Choose the barrier that best suits the opplicotion. Generally if a sidewalk. patio Of driveway is to be protected, ta• (46cm) (UB 18-2) is suff~ienl depth with 12" (30cm) (LB 12-2) os on alternate choice for non-aggressive, deeper rooting trees. However for curb and 9utter protection or more ogressive roots 2♦• (61cm) (UB 24-2) is generally the better choice. 8. Dig the trench to the depth based upon the particular barrier chosen. C. Next place the barrier in the trench with the vertical ribs facing toward the tree and ar,gn in a straight fashion. It is helpful to place the barrier against the hardscope. Use the hardscope as a guide and backfill against the barriers to promote a clean smooth fit to the hardscopa. Be sure to keep the barrier's double top edge at least 1/2" (13mm) above grade to ensure roots do not grow over the top. For o simple formula to determine the quantity of panels required for o Linear application use: Estimated Diameter of the Tree Canopy at Maturity + 2' (61cm) = Length of Barrier per Side. for One Side of Tree &peeled Tr,. Canopy at Moturity feel of Barrier 12' !3.6ml Dia. +2' !61cml = 14' !4.2ml 18' 5.Sm Dia. ♦2' 61cm = 20' 6.1m 24' 7.3m Dia. ♦2' 61cm = 26' 7.9m Packaging: Number of Panels 7 Panels 10 Panela 13 Panels LB 12-2 UB 18-2 UB 24-2 40 panels ~80' linear ft~ Corton 26 panels 52" r.neor ft / Corton 20 panels 40' r.neor ft / Corton Llne con be separated at any two foot interval Sidewolk •••• c, .. DeepRoot Borner ROOT BARRIER DETAIL 0. Plant the tree{s). The Linear sfyle offers a more expansive rooting growth area, however adverse soil and drainage conditions may exist in the actual planting orea. Take steps to ensure health:, growth of the tree at planting. Consult with o local Arborist. for planting tips and recommendations. E. If staking or guying it required we recommend using the soft. safe and economical oltemotive to traditional wire and hose, Arborlie (see www.deeproot.com for details). F. If the tree(s) will be subject to maintenance work such as !awn mowing or weed trimming we strongly recommend the insto~ation of ArborCord+ Tree Trunk Protectors which are placed around the base of young trees to protect them from damage by weed trimmers. lawn mowers and small rodents. (See www deepmot com) for additional information please visit our website at www.deeproot.eom For information regarding distn'butors pleose call: 1 800 ILV ROOT (458.7668). for help with drainage or other diffteult installation questions please coll OeepRoot Technical Support at 1 800 ROOT 1!:K (768.88.l5), ks little as one side of the tree may need barrier for root direction os there may be no hordscape elsewhere requiring protection. OeepRoot 1B 12-2, U8 18-2 ot UB 24-2 Sidewalk Ground locks Top o1 De,proot eorr1ir M,st bf ot least 1/2 (13mm} above Grade N.T. s. THESE PLANS REPRESENT THE BIDDING AND CONSTRUCTION ITEMS THAT ONLY RELATES TO THE LANDSCAPE, LE, IIARDSCAPE, IRRIGATION AND PLANTING. ToPJA 7/1/2009 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 INFOR..\IATION. ALTHOUGH TIIE ABOVE CONSULTANTS INFORMATION IS REFLECTED ON TOPIA'S PLAN, THIS INFORMATION IS SHOWN FOR REFERENCE ONLY. Lu.dscap• Archi(~~f)U~-fhnnl~- !IAI . _] 94« wap1 .. s1-:«f, ~ 170 Silt Diep . Cali~-92121 Toi: 8.IMSMS.SJ, f=S53 . .,wl.~:;.f AC,Jiforuia~-OAlE \}-~Pt~ 1-~l'llr,-'b~' ;,, ';:.I ~ I Jjff)Ji j ·~ ·1,t•, ~l'r • r£"j (~ C>,.\.\ -~ GENERAL PLANTING NOTES: A. THE CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON TIIB SITE AT ALL TIMES DURING CONSTRUCTION THROUGH COMPLETION OF PICK-UP WORK B. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. PLANT MATERIAL QUANTITIES LISTED FOR CONVENIENCE OF CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HA VE PRIORITY OVER QUANTITY DESIGNATED. C. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER GROWN TREES, SHRUBS AND VINES, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTED GROUNDCOVERS. TIIB CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR PLANTING OF ALL PLANT MATERIALS, THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS, THE STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT TIIB SITE. D. E. F. G. a. 1. K. L. M N. 0. P. Q. R. s. T. u. V. GROUNDCOVER PLANTING SHALL BE CONTINUOUS UNDER ALL TREES AND SHRUB MASSES AS SHOWN ON PLAN. ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO INSTALLATION. ALL BOXED TREES SHALL BE SELECTED AND SPOTTED BY THE LANDSCAPE ARCHJTECT. ALL VINE RUNNERS SHALL BE INSTALLED WITH THE NURSERY STAKES REMOVED AND RUNNERS ESPALIERED TO ADJACENT WALL. ALL SOIL PREPARATION SHALL BE INSTALLED AS PER THE SOIL AGRONOMY REPORT TO BE PROVIDED AND PAID FOR BY THE SUBCONTRACTOR. Tim REPORT SHALL BE IMMEDIATELY FORWARDED TO nm LANDSCAPE ARCHITECT UPON COMPLETION. THE SOIL AMENDMENTS SPECIFIED IIBREIN ARE FOR BIDDING PURPOSES ONLY. FOR Tllli AREA TO BE LANDSCAPED, THE FOLLOWING SOIL AMENDMENTS SHALL BE UNIFORMLY BROADCAST AND TIIOROUGHL Y INCORPORATED BY MEANS OF A ROTOTILLER OR EQUAL. AMOUNT PER 1,000 SQUARE FEET 4 CU. YDS NITROGEN STABILIZED ORGANIC AMENDMENT DER1VED FROM REDWOOD, FIR OR CEDAR SAWDUST 15 LBS. SOIL SULFUR 15 LBS. 12-12-12 FERTILIZER THE PLANTING PITS FOR TREES SHALL BE EXCAVATED TWICE Tllli DIAMETER OF THE ROOTBALL, WITH A MINIMUM OF 12" FROM Tllli BOTTOM OF THE ROOTBALL TO THE BOTTOM OF TIIB PLANTING PIT. THE BACKFILL MIX FOR USE AROUND Tllli ROOTBALL OF ALL TREES AND SHRUBS SHALL CONSIST OF Tllli FOLLOWING FORMULA: 6 PARTS ON-SITE SOIL 4 PARTS ORGANIC AMENDMENT AS PER ABOVE SOIL PREPARATION I LBJC.Y. 12-12-12 FERffiIZER 2 LBJC.Y. IRON SULFATE I0LB./C.Y.AGRICULTURALGYPSUM SOIL TEST SHALL BE TAKEN, REVIEW AND APPROVED BY THE CITY AND RECOMMENDATIONS INCORPORATED INTO THE PLANS. THJRTY (30) DAYS AFTER INSTALLATION, ALL LANDSCAPE AREAS SHALL BE FERTILIZED WITH BEST FERTILIZER COMPANY 16-6-8 OR APPROVED EQUAL, APPLIED AT TI-IE RATE OF SIX POUNDS (6 LBS.) PER 1,000 SQUARE FEET. FERTILIZER APPLICATION SHALL BE CONTINUED TIIBREAFTER AT MONTHLY INTERVALS. FOR PALM TREE PLANTING, SEE DETAIL A, SHEET PD-2 FOR ALL TREE PLANTING, SEE DETAIL B, SIIBET 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 GRO-POWER, 21 GRAM TABLETS (20-10-5) IN QUANTITIES AS FOLLOWS: I GALLON CONTAINERS I 5 GALLON CONTAINERS 3 15 GALLON CONTAINERS 4 BOX MATERIAL I PER EACH 4" OF BOX SIZE PLACE TABLETS AT HALF TIIB DEPTH OF TIIB ROOTBALL. A SOIL AGRONOMY TEST SHALL BE TAKEN AFTER SOIL AMENDMENTS HA VE BEEN MIXED IN AND PR1OR TO PLANTING TO CONFIRM PROPER AMENDMENTS HA VE BEEN INSTALLED. ALL SHRUB AND GROUNDCOVER AREAS SHALL RECEIVE A TOP-DRESSING OF 3" TIIJCK "GORILLA !WR" MULCH. SUBMIT SAMPLE TO OWNER FOR APPROVAL PRIOR TO INSTALLATION. A MINIMUM OF 3" THICK "GORILLA HAIR" MULCH SHALL BE ADDED IN NON-TURF AREAS WITH SLOPES LESS TifAN 3:1 TO COVER THE SOIL SURFACE COMPLETELY. FINISH GRADE IN MEDIANS 2" BELOW CONCRETE. DUE TO THE RELOCATION OF UTILITIES AFTER PLAN APPROVAL,THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PR1OR TO THE BEGINING OF LANDSCAPE WORK SO THAT TIIB LANDSCAPE ARCHITECT CAN REVIEW TIIB PROJECT umITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. TREES PLANTED WITHIN 5' OF PUBLIC WALKWAYS SHALL BE INSTALLED WITH ROOT BARRIERS APPROVED BY TIIB CITY OF CARLSBAD. SEE DETAIL F, TIIIS SHEET. PRIOR TO TIIB START OF ANY LANDSCAPE CONSTRUCTION OF VILLA 53 THE LANDSCAPE CONTRACTOR SHALL EVALUATE TIIB EXISTING PHASE 1 (CITY DR.II.WING# 428-9M) AND SLOPE REVEGETATION/EROSION CONTROL PLAN (CITY ORA WING# 428-9L) LANDSCAPE INSTALLATION AND ITS INTERFACE WITH TIIB VILLA 53 LANDSCAPE DOCUMENTS. THE LANDSCAPE CONTRACTOR SHALL PROVIDE TO nm LANDSCAPE ARCHITECT AN ITEMIZED LIST OF ALL RELATED LANDSCAPE WORK THAT NEEDS TO BE ADJUSTED AS A RESULT OF TIIB VILLA 53 LANDSCAPE DOCUMENTS. Tllli FINAL LOCATIONS OF ALL 1 GALLON ANDS GALLON SHRUBS SHALL BE LOCATED IN TIIB FIELD BY TI1E LANDSCAPE ARCHITECT. EXISTING PLANTING SHALL REMAIN PROTECTED IN PLACE. --,-....,-..,-....,-.....,-.,......~.,-..._,.........,,-._,--...,-....,-.....,......,,,-...,......,-...,-..,-..,-....,-...,-..,,--..,-....,-...,-..,-..,-...,-....,,......... w. FOR SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS FOR SLOPES 6:1 OR STEEPER, SEE A SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS ON SHEET PD-I. =-----._/'-../"-.-~'../--..,;--___.A__.,"-._,A~~'-o._/--._,/'-.~~'-o._/-~.,,.___~-..../-..__,,.___~"-A-../--...,,.___A_,~..J~ HAS BUIL TH APPROVED FOR IRRIGATION AND P.E. EXP. DATE PLANTING ONLY, INCLUDING PRECISE REVIE\o/ED BY• LOCATION OF PLANTING AREAS. INSPECTOR DATE AA It\ ADDITION OF SLOPE AREAS .,_,._~ .... e:. ~ CITY OF CARLSBAD ~ 5 PLANNING DEPARlMENT '5 PLANTING DETAILS AND NOTES FOR: CARISBAD RANCH, PLANNING AREA NO. 5 RESORT SITE -VIILA 53 APPROVED re-1t & -E:tt~t 7,'l.Z,..,~ PU>,NNING DATE OWN BY: PROJECT NO. DRA'MNG NO. INITIAL OAlE INlllAL OAlE INITIAL CHKD BY: MK ENGINEER OF WORK REVISION DESCRIPTION OlHER N'PROVAL CHY APPROVAL RW.O BY: MK CT.0J-02 DWG 428-9R SLOPE SHRUB PLANTING DETAIL N.T.S. C.M.W.D. ____ _ PD-2 I