Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
DWG 428-9W; CT 03-02; CARLSBAD RANCH PA 5 - MARBRISA PHASE II; 01-15
LANDSCAPE CONSTRUCTION PLANS FOR CITY OF OCEANSIDE HIGHWAY 78 <( 0 . ('~,!; ~ :::-(":( 0 '-Vo !:) \, '<b-~,;J \' NO--.,"' Cl' £>. ~ PROJECT SI . r"--, G '-0' < 1- CITY OF VISTA CARLSBAD RANCH, PLANNING AREA 5 RESORT SITE -MARBRISA PHASE II CARLSBAD, CALIFORNIA \~ ~~~~ . o"-' . . _ .. · \ ' . \ /\...r.- ",;;~;, \ Si), if "*tu \\\ CITY OF ENCINITAS VICINITY MAP •=~"'"'"'-. ~_:;_•·'.·'" -~~~:.:_ KEY MAP DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR TIIIS PROIBCT, TIIAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF TIIIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND TIIAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. IUNDERSTANDTHATTHE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONSBYTHE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPAR1MENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROIBCT DESIGN. THESE PLANS HA VE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDIDONS F APPROVAL RELATED TO LA SCAPING. BY: PHONE REGISTRATION NO: WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEM S THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. BY: REGISTRATION NO: -~&:=-+o/i=U' __ EXPIRATION DATE: lNSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERTIFICATION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "CERTIFICATION OF COMPLETION" FORM FAX TO: (760) 944-8943. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602. LOCATION MAP BACKFLOW PREVENTER TESTING: ALL IRRIGATION BACKFLOW PREVENTERS S!IALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT: HTTP://WWW.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WATER/DOCUMENTS/RECYCLEDWATERI3ACKFLOWTESTERLTST.PDF FOR RECYCLED OR HTTP://WWW.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WATER/DOCUMENTS/WATERI3ACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL (760) 438-2722. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. BE REQUIRED TO BE FINAL AS-BUILT PLANS WILL REVIEWED AND APPROVED BY MYLARS WILL BE REQUIRED T SIGNED TO THE CITY PRIOR TO ■ ToPIA Land, c, pe A tc hit< ctnre. Planning 9444 W"l"Tes Strt<t. Suite 470 Son Diego . Califomil. '12121 Tcl: 858.458.0555 Fax: 85~ 458M54 A Cal,forniaC<nJ,or,!ion ■ THE CITY AND FINAL 0 BE APPROVED AND SECURITIES RELEASE. /1\ DATE INITIAL DESIGNER OF WORK ----------------------- DRAWING INDEX SHEET TITLE SHEET NUMBER COVER SHEET ............................................................................................................................. I CONSTRUCTION PLANS ............................................................................................................. 2 CONSTRUCTION NOTES AND REFERENCES........................................................................... 3 CONSTRUCTION DETAILS ......................................................................................................... 4 RECYCLED WATER COVERSHEET .......................................................................................... 5 IRRIGATION MAINLINE MASTER PLAN I PROJECT MAP..................................................... 6 IRRIGATION PLANS ............................................................................................................ 7 through 8 IRRIGATION NOTES AND LEGEND.......................................................................................... 9 IRRIGATION DETAILS ....................................................................................................... JO through 11 PLANTING PLANS······································································································-······· 12 through 13 PLANTING NOTES AND LEGEND............................................................................................ 14 PLANTING DETAILS ................................................................................................................... 15 APPLICANT: Grand Pacific Resorts, Inc. 5900 Pasteur Court, Suite 200 Carlsbad, California 92008 760. 431. 8500 Contact: Mr. Timothy Stripe OWNER: Carlsbad Estate Holding, Inc. C/0 LEGO California, Inc. 1 Lego Drive Carlsbad, California 92008 Contact: Mr. John Jakobsen DESIGN ARCHITECT: KITAbayashi Design Studio 517 Fourth Avenue, Suite 401 San Diego, California 9 210 I 619.232.9116 Contact: Mr. Derek Kitabayashi ARCHITECT OF RECORD: Nogle Onufer Associates Architects 2398 San Diego Avenue San Diego, California 92110 619.297. 8066 Contact: Mr. Russ Onufer ----",-,· I I I ('() I 0 N PROJECT MANAGER: CML ENGINEER I LAND SURVEYOR: Grand Pacific Resorts, Inc. 5900 Pasteur Court, Suite 200 Carlsbad, California 92008 760. 431. 8500 Contact: Mr. Timothy Stripe ENTITLEMENTS MANAGER: Hofman Planning Associates 5900 Pasteur Court, Suite 150 Carlsbad, California 92008 760. 438. 1465 Contact: Mr. Bill Hofman D1 1 ~ ·~RT - '·" DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE Excel Engineering 440 State Place Escondido, California 92029 760. 745. 8118 Contact: Mr. Mike Levin LANDSCAPE ARCIDTECT: ToPIA 9444 Waples Street, Suite 470 San Diego, California 92121 858. 458. 0555 Contact: Mr. Michael Kato /\PPROVEO /RR/GA TION ANO FOR PLANTING ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF CARLSBAD m PLANNING DIVISION 5 COVER SHEET FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 ·-~ MARBRISA PHASE II -VILLA 58 I APPROVED: /~l{ C-r-k:.lkft' I z. IZ-l-f" PLANNING --AA OWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: MK CITY APPROVAL RVWD BY: MK CT.03-02 428-9W "" -' V) -' -0 ~ § gi [J') i5 -------------------------------------------------------------------------------------------------------------------------------------------•"" C.M.W.D. ____ _ C0-1 I 2 \ ' \ ' -) (/ ' \ \ 4 J----~\,--+--\'l-,...,--',--\---0 ~\, \ \ \ 0 \./ ;( . ) 20 N 60 80 9444 Woplcs Sti.d':11u11,;,t'II)' Sa Di<go . Caliimia:'921'21 Td, Ml.4Sll.0$55 Fa:158.~-" ACalilbl'lri/-"-:•· ' ---·:._~,-, " ·'•i:\•., II ------- NOTES L FOR CONSTRUCTION REFERENCES AND NOTES, SEE SHEET C-2. 2. FOR CONSTRUCTION DETAILS, SEE SHEET CD-L /1\ DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION . DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ PLANNING DIVISION 5 CONSTRUCTION PLANS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 58 I APPROVED: Jft-.;l( L-r, ~I~.$ I -z,1z-i+ PLANNING OWN BY: AA I PROJECT NO. I DRAWING NO. CHKD BY: M~ RVWD BY: MK CT_Q3-02 428-9W .._ _________________________________________________________________________ _,,~ ..... _________ __. C.M.W.D. ____ _ C-1 T '<I' -' V) -' -0 ~ ~ ~ • I I ' ----------------------------------------------------------------------------------------- A. ALL DIMENSIONS ARE TAKEN FROM CURB FACE OR EDGE OF PAVING, UNLESS OTHERWISE NOTED ON PLAN. THE DIMENSIONS ARE SHOWN FOR APPROXIMATE LINE AND ALL RADil AND CURVES ARE TO HA VE CONTINUOUS AND SMOOTH TRANSillONS WITHOUT ABRUPT CHANGES OR BENDS. B. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCIIlTECT PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE). C. D. E. F. 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. G. H. I. J. K. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE 1995 CALIFORNIA BUILDING CODE. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCIIlTECT. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDillONS AND SITE CONDillONS BEFORE STARTING WORK. LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES. CONDillONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED SIMILAR TO THE DETAILS FOR THE RESPECTIVE MATERIALS. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE ALL BRACING, TEMPORARY SUPPORTS SHORING, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDillONS AT THE WORKSITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE OWNER, LANDSCAPE ARCIIlTECT AND THE APPLICABLE GOVERNING CODE AUTHORITY. PRIOR TO THE START OF ANY LANDSCAPE CONSTRUCTION OF 'VILLA 58' THE LANDSCAPE CONTRACTOR SHALL EVALUATE THE EXISTING ADJACENT LANDSCAPE INSTALLATION AND ITS INTERFACE WITH THE 'VILLA 58' LANDSCAPE DOCUMENTS. THE LANDSCAPE CONTRACTOR SHALL PROVIDE TO THE LANDSCAPE ARCHITECT AN ITEMIZED LIST OF ALL RELATED LANDSCAPE WORK TIIAT NEEDS TO BE ADJUSTED AS A RESULT OF THE 'VILLA 58' LANDSCAPE DOCUMENTS. THESE PLANS REPRESENT THE BIDDING AND CONS1RUCTION ITEMS THAT ONLY RELATES TO THE LANDSCAPE, I.E. IIARDSCAPE, 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. ALfflOUGH TIIE ABOVE CONSULTANTS INFORMATION IS REFLECTED ON TOPIA'S PLAN, THIS INFORMATION IS SHOWN FOR REFERENCE ONLY. : --~-'-/ < ----·,., -_ To PIA' L oadscapo AHhito~110u.Pl•n•i-•a · ~QJSST:B,VQTIQ~[~j:P:~~•~®Nisitscm:oi:itny¢f·~,;~;;, :;,);. '!~~;;r~:f0::B}::'.i;,~!,~;1:~~;•\;a11 i,;~;;~('";itj;'1~(''~t,~~r;'~1j;~~;'.~j.'.]; 0 INSTALL3-l/2" THICKCONCRETEPAVINGPERDETAILA, SHEET CD-I. MANUFACTURE COLOR/FINISH 0 0 0 0 0 NATURAL COLORED CONCRETE TO MATCH PAVING AT THE SHERATON HOTEL FINISH TO BE RETARDANT TO MATCH PAVING AT THE SHERATON HOTEL INSTALL EXPANSION JOINT PER DETAIL A, SHEET CD-I. CAULKING: MANUFACTURE COLOR I FINISH NIA MATCH ADJACENT PAVING COLOR AND RAKE WITH SILICA SAND INSTALL WEAKENEDPLANEJOINTPERDETAILA, SHEET CD-I. INSTALL 3-1/2" THICK CONCRETE PAVING AT UTILITY PAD PER DETAIL A, SHEET CD-I. MANUFACTURE COLOR/FINISH AVAILABLE THRU NIA AVAILABLE THRU NIA AVAILABLETHRU NATURAL COLORED CONCRETE TO MATCH PAVING AT EXISTING VILLA UNITS NIA FINISH TO BE RETARDANT TO MATCH PAVING AT EXISTING VILLA UNITS INSTALL 3-1/2" THICK CONCRETE PAVING AT VILLA PATIO PER DETAILS AAND B, SHEET CD-I. MANUFACTURE COLOR I FINISH NATURAL COLORED CONCRETE TO MATCH PAVING AT EXISTING VILLA UNITS FINISH TO MATCH PAVING AT EXISTING VILLA UNITS RETAINING WALLS PER SEPARATE CIVIL ENGINEER'S PLANS. FOR FACADE, SEE DETAIL C, SHEET CD-I. MANUFACTURE COLOR I FINISH COLOR AND FINISH TO MATCH ADJACENT WALLS AVAILABLETHRU NIA AVAILABLE THRU NIA APPRO VEO FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE t-------,r----+-/-'1'----------+-----+--+-----+---II SH3EET I CITY OF CARLSBAD ~5 PLANNING DIVISION l___!_U t---i----+----------------+--+----t---+---1 ~C;;O:;:;N:;STR;::;;U_;;C;;T:;IO;;N;:::;:N;;O::;TE:;:S;::::AN~D::::R:;:E:;FE~R::;E:;:;NC:;E:;S;:::;FO::;:;:R::::'....':==~ CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 58 C.M.W.D. ____ _ C-2 I o .,; 0 0 0 0 0 © 0 ~ ~ u, tiJ 2"CLEAR o.._ :30 TYP. FACE OF BUILDING OR WALL. 1/8" WIDE X 113 DEPTH OF SLAP SAWCUT JOINT AS INDICATED ON PLAN. 1/4' RADIUS AT ALL CORNERS. FINISH SURF ACE. NOTE: I. SEE CONSTRUCTION REFERENCES FOR MATERIALS, COLORS AND FINISHES. 2. FORCONCRETEPAVINGTHATISFOR VEHICULAR USE, CONCRETE DEPTH SHALL BE 6". #4 REBARS @ 16" O.C. IN BOTH DIRECTIONS ELEVATED ON CIWRS CENTERED IN SLAB. 112" THICK FULL DEPTH FELT EXPANSION BOARD W!TlI EXPANDABLE CAULKING. COLOR TO MATCH PA VJNG. RAKE W!TlI SILICA SAND COATING. COMPACTED SUB BASE PER SOIL ENGINEER'S RECOMMENDATION. . _. ·::.. -·,. ,: . ·-'·. ....... ··--·. ·.·, -. . . -. ·. . ::~_----~~-:··-·_···: --;-.---_----; . . '•-· ' --c .-,-------• .. . . . .·. , .. -•. -· .. -. 'c-... --.-~--·.-~ . --. - __ ,_ . : -~ . - A TYPICAL CONCRETE PAVING 1"=1'-0" B TYPICAL CONCRETE PATIO AT BUILDING • _, ,,-/ // / •//,• / /, / ✓/ // / /' _///.• /.' '/, • //.-' /, / // /,·"/ / //,• /, > ,.,, / / / //// /,, / ,·j/,'.• / ."/,j•////, //////••'; ·/,·// .•/',·/,///'///·/,/•//·/,",-//,' VILLA/ SALES • .. -. --·; . :' '. ·. l_r-------1rt1r.,..-.. 2>------+f-W . : . :.;;f . .. ·"' .·· .. ~:· .. r,.f ... -·-,• -. . . . . ·--. ~ . __ .. ,_ .. ____ . ~--/·_.,.:·._.-.;•: ··. -.-..C..--,·--_-·_. --:-·-· :·· · .. ·-: .--'·~-_-.. 3;}------H4+.~-'-"-c'~--C',-~~~~~~~ (D INSTALL 3-1/2" TIIICK NATURAL COLORED CONCRETE WITII RETARDANT FINISH. ARCHITECTURAL TOPPING TO BE APPLIED TO SLAB. SEE ARCHITECTURAL PLANS. (V EXPANSION JOINT SEE DETAIL A, SHEET CD-1 @ WEAKEN PLANE JOINT SEE DETAIL A, SHEET CD-1 . ·. . ..·• :: :· .. : . ' ._,·_. · .. :::: .. : :-.. © 0 0 0 0 0 0 © 0 WALL CAP. SEE DETAIL A, SHEET CD-2. 112" THICK STUCCO. RETAINING WALL, FOOTING AND REBAR PER ENGINEER'S PLANS. STUCCO SCREED, CONTINUOUS LENGTH OF WALL (2 SIDES). FINISH GRADE. CONCRETE PAVING. SEE DETAIL A, SHEET CD-I. COMPACTED SUBASE PER SOIL ENGINEER'S RECOMMENDATION NOTE: SEE CONSTRUCTION REFERENCES FOR MATERIALS, COLORS AND FINISHES. N.T.S. C FACADE ON ENGINEERING WALLS 1 "=l '-0" APPROVED FOR !RR/GA TION ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS 8 U IL T" RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE ■ 1----1-----t--1-----------l-----,---l-----+-~ I SH4EET I CITY OF CARLS BAD ~5 PLANNING DIVISION L...!.U 1-------<r---+-----------------+---+----+---+----1 ~C;:O;NS;TR~U;;C:;TI;,O:;N;=;::D:;::ET:;:Al::;IS;::;:::;FO~R:======:::....:===: Landscape A T~h ltecture.Phnni■g CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 58 APPROVED: -Z• IZ,-, lo.J PLANNING 94"4Wllp[CIS-.Suib:470 ., SamDiega.Califilmia.9212t·· - Tel:858.-CS8.0SS!I ·--- Fo: ISll.4'8.0554 --· ~ AC•--. DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: ~A~A~ PROJECT NO. DRAWING NO. • .... DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~g ~r ~~ cr.03-02 42a-9w _____________________________________________________________________________________ .:;;;;;;;;;·;;;;·;;;;·;:·-;;;;;,..:;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;:;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~s C.M.W.D. ____ _ CD-1 . I ' ; -------------·--------------------- GENERAL NOTES RECYCLED WATER NOTES RECYCLED WATER SYSTEM (PRIVATE) SHEET INDEX SHEET TITLE SHEET NUMBER I. ALL WORK SHALL BEDONEINACCORDANCEWITHTHECARLSBADMUNICIPALWATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED oumoOREATINGAREASSHALLBE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. TITLE SHEET ................................................................................................ 5 IRRIGATION MAINLINE MASTER PLAN I PROJECT MAP ....................... 6 IRRIGATION PLANS............................................................................ 7 through 8 ' I M 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROIIIBITED. CARLSBAD RANCH, PLANNING AREA 5 RESORT SITE -MARBRISA PHASE II IRRIGATION NOTES AND LEGEND ........................................................... 9 IRRIGATION DETAILS ...................................................................... 10 through I I 0 N 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROIIIBITED. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITilOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL MAINLINE PIPES SHALL HAVEWARNINGTAPEPERCARLSBADMUNICIPALWATER DISTRICT'S RULES AND REGULATIONS. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTilORITY. IRRIGATION DURING PUBLIC USE PERIODS WITil DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P .M. TO 6:00 A.M. BURIAL OF ALL WIRING AND PIPING SHALL MEET CITY OF CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT W!Tll RECYCLED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER- SPRA YING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 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. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER A WW A GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. ALL IRRIGATION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED(PURPLE) AND LAID WIT!! WARNINGTAPEANDSTENCILING ORIENTED TOW ARD THE TOP OF THE TRENCH PER TllE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLEWATER,CONSTANTPRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN ATLEASTTWELVEINCHESCROSSING SEPARATION BETWEEN OTHER UTILmES. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUSTBEINSTALLEDABOVEA POTABLEWATERLINEORLESS THAN TWELVE INCHESBELOWAPOTABLEWATERLINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. I 8. THE REQUIRED CROSS-CONNECTION SIIUmOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. 20. 21. 22. 23. 24. 25. 26. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARD ED TO THE NON-INSPECTING PARTY. TilE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON TllE PLANS. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITIIIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, Tiffi RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT ALLEN PRIDA AT (619) 498-2900 OR AFTER HOURS CONTACT ALLEN PRIDA AT (619) 498-2900 ALL PUBLICAND PRIVATE POTABLE WATER MAINSINCLUDINGFIREMAINSANDANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. THERE ARE NO DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THE SITE. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATERANDPOTABLEWATER. SEPARATION SHALLBEPROVIDEDBY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 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 Tiffi METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON Tiffi CITY WEB SITE AT http://www.carlsbadca.gov/services/departments/water/Documcnts/ recycledwaterbackflowtcstcrlist.pdf for recycled or http://www.carlsbadca.gov/services/ departments/water/Documents/waterbackflowtesterlist.pdf for potable or call 438-2722. WHEN A CROSS CONNECTION SHUTDOWN TEST IS REQUIRED, CONTRACTOR SHALL FOLLOW THE SHUTDOWN TEST METHODOLOGY OF "METHOD I" PER THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH'S RECYCLED WATER MANUAL. BLACK ,--------PURPLE BACKROUND SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE BASIL Y VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. I. GUIDELINES FOR RECYCLED WATER USE A. IRRIGATE BETWEEN THE HOURS OF 10:00P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. B. 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 WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. TIIIS PROCEDURE MAYBEFACILITATEDBYTHE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING TllE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PRO:MOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRA Y ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. D. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED TllAT WATER IS FOR IRRlGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRlNKING OR FOR HAND AND TOOL WASIIING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, Tiffi DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. G. I. ALL RECYCLED WATER SPRINKLERCONTROLVALVESSHALLBETAGGED WITH IDENTIFICATION TAGS. 2. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITHTIIE WORDS "WARNING RECYCLED WATER-DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "A VISO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: I. ATTACH TO VALVE STEM DIRECTLY OR WITI!PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITIIEXISTING VALVE COVER BOLT. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS I" IIIGHON A PURPLE BACKROUND. TllE SIGN SHALL BE PLACED SO TllAT IT CAN BE READILY SEEN BY ANY OPERA TTONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARA TJON OF RESPONSIBLE CHARGE: 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 THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND TIIAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH JS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. FI~E & ADDRESS: 6 PHONE NO: < <155 > _#~=~~&_d ___ _ REGISTRATION NO: -~~~f~Y~0 __ EXPIRATION DATE: _.c...,,5/JJ/J>,,- DI RT LOG07 / /1" BLACK LETTERS 3r ·I In Order to Conserve Water ... DIAL TOLL FREE 1-800-422-4133 (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER IN USE DO NOT DRINK NO TOME EL AGUA AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA PROJECT MAP LEGEND ® ® ~ POTABLE WATER METER RECYCLED WATER METER BACKFLOW PREVENTION DEVICE INSTALL PER CMWD POTABLE WATERLINE RW RECYCLED WATER LINE RG RECYCLEDWATER PRESSURE SUPPLY LINE [ZZ] 6. c::::I FIRE SERVICE LINE RECYCLED WATER USE AREA DO NOT DRINK SIGN OUTDOOR EATING AREA (PROTECTED AGAINST CON- TACT WITH RECYCLED WATER) NOTE: SITE TOO LARGE TO SHOW IN THIS AREA. SEE SHEET 1-0.0 FOR PROJECT MAP/IRRlGATION MAINLINE MASTER PLAN WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRlGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HA VE PREPARED TIIIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND Tiffi LANDSCAPE MANUAL. I CERTIFY THAT TllE PLAN IMPLEM TS THOSE REGULATIONS TOP VIDE EFFICIENT USE OF WATER. BY: REGISTRATION NO: EXPIRATION DATE: INSPECTION PROCEDURES: NOT TO SCALE INSPECTION OF THE PROJECT SHALL BE PERFORMED BY TllE LANDSCAPE ARCHITECT OF THE WORK OR IIIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR TIIE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK Tl-IE LANDSCAPE ARCIIITECT OF TIIE WORK WILL CERTIFY TIIAT TllE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERTIFICATION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY TllE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. FAX THE "CERTIFICATION OF COMPLETION" FORM TO (760) 944-8943. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602. CITY OF OCEANSIDE INSPECTION PROCEDURES I. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTICALLY). B. PIPE IDENTIFICATION. C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. AN APPROVAL LETTER REGARDING TllE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. SIGNAGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. C. TAGGINGOFVALVES. D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. II. CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINAL INSPECTION. HIGHWAY 78 PACIFIC OCEAN l NOT TO SCALE CITY OF VISTA ALGA 0l ,__--c -s' AVE~rs'< ~ -s' ,i! __,..__l'=--.--4 l....\. CITY OF ENCINITAS "----__,...._---' VICINITY MAP APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISf:_ LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION -~...--?'.___ __ _ GLENN LEEKS ENVIRONMENTAL HEAL TH SPECIALIST "AS BUil T" TITLE REVIEWED BY: INSPECTOR DATE DATE DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 5 CITY OF CARLSBAD PLANNING DIVISION 15 SHEETS REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 1-----+---t----------------t---l---+---1----1 PRIVATE (ON SITE) RECYCLED 1----1~--+----------------t---+--+---t----l WATER SYSTEM FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR CARLSBAD MUNICIPAL WATER DISTRICT t------f----t------------------+---+----l-----+----< DEVELOPERS NAM[: --------------l------+---+-------··~----------+----+---+----+----1 MARBRISA PHASE II -VILLA 58 .,,. -' .,., -' -0 12" X 36" SIZE 1" BLACK LETTERS 2" BLACK LETTERS WASH HANDS AFTER CONTACTING A VESE SUS MANOS DESPUES DE USAR ADDRESS: i--'l • /2 .L..L~~~ 1-------+----l-----------------+---+----t---+-----lAPPROVED /1£.;::_{( Lr· ~~-1\:: -i-~"Z--1-\ ~ ~ TRICK -~~ /-oO, •~/,I TELEPHONE: _______ 1-----+---+--, -----------------1------t----t---t-~-··· ,__P_L_A_N_NI_N_G _____ ~ _________ D_A_T_E_--< ~ .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS ,~==~~=~~~-----it-----------------------1-=~-i-c-=..--,l------------------+--..--,-----+---+----lDRWN BY, AA PROJECT NO. DRAWING NO. ~ \\'1~Lllcl,I [. PLUlolM[R DATE DATE PLAN PREPARED:-----------DATE INITIAL DATE INITIAL DATE INITIAL ~ Ll~....:I.U..I ENGINEER R.C.E.-r&ti'& EXP. 03/31/2011 BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY, MK CT.03-02 428-9W _____ L..fl!!EE:..... ________________________________________________________________________________ _. 5 I-0 i ,! METER INFORMATION METERNO.: P3 METER SIZE: l" METERELEVATION: 212.51 STATIC PRESSURE: 72.13 PSI METER TYPE: POTABLE STREET STATIONING: 09+78.01 METER RMA METERNO. P2 METERELEV STATIC PRESS METER TYPE: METERINFO METER NO.: TEMP METER SIZE: 2" STATIC PRESSURE: METER TYPE: STREET STATIONING· NOTE: TEMPORARY !JYDRANT CONNE,,CTION APPROVEJBY THE CITY 0: ~SBAD // // /// -<' 0 B METER SIZE: 2" METER ELEVATION: 228.0 STATIC PRESSURE: 62.6 PSI METER TYPE: POTABLE STREET STATIONING: 18+29.25 • • l • METER INFORMATION METER NO.: Rl METER "RI" (, 1~1 ---- ' 111 I • • • i • • • • • • • • • \ NOTE: NO NEW WATER METERS, MAINLINE, BACKFLOW PREVENTERS, GA TE VALVES OR OUTDOOR EATING AREAS IN THIS SUBMITTAL : ___ -·-- To PIX'. METERNO.: R2 METER SIZE: 2" METER ELEVATION: 197 STATIC PRESSURE: 80.41 PSI METER TYPE: RECYCLED STREET STATIONING: 42+93.08 LEGEND: ~~~(5£'\;J}{'.:'.):,~c;llIPiJq~S;.··;/ccI1~;;)'{,';;1~•.:I,}r:tt)f f ?LI ~ ;~,:. ,•}'.;';f'j,!1t1'·' 0 -·-·-·-·-·- -■-•-·-·-·- ••••••••••••••••• •.• ■ ■• ,■ ·•. ■ ·• ................................... llD El ~ om cm 0 -------- NOTE: FOR ADDITIONAL METER INFORMATION INCLUDING POINT OF CONNECTION, STATIC PRESSURE AND ADDITIONAL IRRIGATION EQUIPMENT SUCH AS BACKFLOW PREVENTER, MASTER VALVE AND FLOW SENSOR, SEE APPROVED CITY DRAWING #428-9L, SHEET 21 AND APPROVED CITY DRAWING #428-9T, SHEET 15. NEW "DO NOT DRINK" SIGNAGE FOR MARBRISA PHASE II -VILLA 58 NEW RECYCLED MAINLINE FOR MARBRISA PHASE II -VILLA 58 EXISTING RECYCLED MAINLINE FOR MARBRISA PHASE II EXISTING POTABLE MAINLINE FOR MARBRISA PHASE II EXISTING RECYCLED MAINLINE FOR SLOPES AND PHASE 1 EXISTING POTABLE MAINLINE FOR SLOPES AND PHASE 1 ii EXISTING TEMPORARY CONNECTION TO FIRE HYDRANT (FUTURE CONNECTION TO METER Rl) EXISTING POTABLEP.O.C. /WATERMETER(3 TOTAL) EXISTING RECYCLED P.O.C. /WATER METER (2 TOTAL) EXISTING lRRIGATION GATE VALVE EXISTING "DO NOT DRINK" SIGNAGE EXISTING RECYCLED WATER MAINLINE SLEEVING FOR STREET CROSSING AREAS PROPOSED FOR RECYCLED WATER LIMIT OF WORK APPROVED FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE :1 ii 1 i---i---t------------!----1f------1--__j____J ~ CITY OF CARLSBAD I SHEETS I ~ PLANNING DIVISION 15 1 -1 --t--------------+--J--+----1---1 PROJECT MAP/IRRIGATION MAINLINE MASTER PLAN FOR: CARI.c;BAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 58 1-M-E_TE_R_S_IZ_E_: -----+-2-,.'-------J FINAL RECYCLED WATER METER ELEVATION: 182 POINT OF CONNECTION ,___1 _1 _____________ +--l--+---1---11 APPROVED: ~ t--S:::::T::-,A-T-IC_P_RE-SS-URE--: '-+8--'6-=-.8-6-PS-1----1 FOR VILLA 69 (FUTURE ,...w.,, • .;,...;.~ , :c-:-c::-:c-c::-------=-/<-t.....:'0.::t'-'--!---=~!....:..la'f:l.._\._...,'2/¢:-1---- 1-cME=TE=R=-=TYP=-o-E_:~--+-RE_CY_CL_E_D_----1 CONNECTION) -::i:=f'n ,-i--t--------------+--J---+------1---1 ~P~LA~N~Nl~NG~=,::;:=:::;-;=====~~===:;;===== STREET STATIONING: 45+60.00 ,c_,_.._. DA1£ INITIAL DA1£ INITIAL DATE INITIAL g~~D B~~: ~~ PROJECT NO. DRAWING NO. o 100 coo .Joo 400 • oEs1GNER or woRK REv1s10N DESCRIPTION oTHrn APPROVAL MK CT.03-02 428-9W .. _____ ...,_.i,a..,.i.i,.---------------------------------------~;_ __ ::::.~--.:~--::~_..;: _________ .,!;;;;;;;;;;;;~;;;;;;~.,.!;;;;;;;;2;;;;;;;;;;;;;;~~~~~~;;;;;;;;;;;;~~~;;;:~Cl;TY;A;P;PR;OV~A;L~R~V~WD~B~Y~: ~~~;;~~~~~;;~~g~~~ ~ C.M.W.D. ____ _ I-0.0 II !I " \ I " \ I v 11 oa c; ToP"IX it Lu 4Hapc Ard lteclllu.PllaaiDli- 0 20 40 60 80 NOTES: I. FOR IRRIGATION NOTES, SEE SHEET ID-I. 2. FOR IRRIGATION LEGEND, SEE SHEET ID•!. 3. FOR IRRIGATION DETAILS, SEE SHEETS ID-2 TO ID-3. ~-EXISTING POTABLE WATER METER FOR I ( I I --1.. I I " 'kft I --f- 1 _J__ I (1 I VILLA 58 AND SALES CENTER. EXISTING POTABLE WATER BACKFLOW PREVENTER FOR VILLA 58 AND SALES CENTER. EXISTING MAINLINE SYSTEM AND NEW MAINLINE CONNECTS TO APPROVED METER RI (SEE SHEET 1-0.0 FOR LOCATION). FOR ADDITIONAL METER INFORMATION INCLUDING POINT OF CONNECTION, STATIC PRESSURE AND ADDITIONAL IRRIGATION EQUIPMENT SUCH AS BACKFLOW PREVENTER, MASTER VALVE AND FLOW SERNSOR, SEE APPROVED CITY DRAWING #428-9L, SHEET 21. SEE CITY APPROVED DRAWING #428-9M, SHEET 1-13 FOR RAIN GAUGE AND CENTRAL IRRIGATION CONTROL LOCATION APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BUil T" RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE i------1~-+--1 ----------+---+--+----+--1 I SH7EET I CITY OF CARLSBAD fsHillsl PLANNING DIVISION l__!U 1---1----+-----------------+---+---+---l-----l ;:;:IR;R;IG;A;TI~ON~P;LANS=;;.~FO~R::=· ========-==~ CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 58 .... -' .,., -' -0 t----+--+-------------+---l----+---1-----1 1-AP-PR_o_vE_o_: ~/<t,_e&,,.~· c.+(_4:~--~_t_..,jt~---z,,z..-14' ~ _PLANNING ~ DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: AA PROJECT NO. DRAWING NO. gi Iii!'/ DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~c!~~~~~'..'.~cc: ===~=~==.J CT.Q3-Q2 428-9W "' ..._ ____________________________________________________________________________ _.e C.M.W.D. ____ _ 1-1 11!1 ! \ \ (\\ ,::,-c- .- \ \ \ \ X ! \ / / I \"" \ / "' -,,___ \ \ )~> ' '---- / "' 0 / -~ I \ / \_/ ' 0 20 40 \ \ \ \ I 60 V 1 00 c; 80 (\. -ii .. '---21-3"'4 '-,,.. ... LI "✓ /'Y,T/ / '---... -~1'_/ r I ..-'\, Ii </// II ~J~! I ./' \"/ \ I \ ,'S~.: ""'-\-/ "'-'<-¼";, '·-, / 0~1°,l:J--. V --.J,)/j "✓ \ I ! ,\ I • \\[-_! \ I I I I I I ii I I \ I I \ I \ I I \ I I I ' NOTES: L FOR IRRIGATION NOTES, SEE SHEET ID-L 2. FOR IRRIGATION LEGEND, SEE SHEET ID-I. 3. FOR IRRIGATION DETAILS, SEE SHEETS ID-2 TO ID-3. I U7 I I I '--'-+--~ I I -+-----'>1 I • -I I , ¥-f:IH--4:fl : / I ---1---1 I I ~--/ I APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLAN TING AREA. "AS BUILT" RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE ToPIA t-------t----+--1 ----------+---+--+-----+--.I I SH8EET I CITY OF CARLSBAD ~ PLANNING DIVISION l__!U :;IR:;R;:IG;::Ji.=;Tl~O~N~P;::LANS~:=;;FO~R:;========'....'::::=~ Lnd:napio Arcl,ii:'C:t.;";.;,,-j-.-.•,;o,;Ji'\: CARI.SBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 58 APPROVED: It;.-( 4r ~14t: PLANNING ACafiJOnri•-~ -' -'-, --• DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DWN BY: AA PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: MK CT.03-02 OTHER APPROVAL CITY APPROVAL RVWD BY: Mi<: DRAWING NO. 428-9W ~-------~ C.M.W.D. IB-1 -,, ' ' I I. ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PA VINO SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MlNIMlJM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PA VINO. SLEEVE SIZES FOR IRRIGATION LINES SHALL BE A MlNIMlJM OF TWO TIMES THE SIZE OF THE LINE IT SERVES. 3. 4. 5. 6. 7. 8. ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 OR 80 PIPE AND SHALL BE INSTALLED PRIOR TO PA VINO. MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS A. PRESSURE LINES *LESS THAN 3" IN DIAMETER -18" COVER *3"-5-1/2" IN DIAMETER-24" COVER *6" OR GREATER IN DIAMETER -36" COVER B. LATERAL LINES -12" COVER C. SLEEVES UNDER ROADS *6" OR LESS IN DIAMETER -36" COVER *GREATER THAN 6" IN DIAMETER -48" COVER D. SLEEVES UNDER PA VINO (NON-ROADS): SAME AS "A" ABOVE SLEEVES UNDER ROADS *6" OR LESS IN DIAMETER -36" COVER *GREATER THAN 6" IN DIAMETER -48" COVER SCHEDULE 80 PVC SLEEVES UNDER PA VINO (NON-ROADS) *LESS THAN 3" IN DIAMETER -18" COVER *3"-5-1/2" IN DIAMETER-24" COVER *6" OR GREATER IN DIAMETER-36" COVER SCHEDULE 40 PVC PIPE 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 SAID REJECTION. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. THE 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 ADWST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PA VINO, ETC. 9. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HA VE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 10. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. II. 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 DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 12. CONTRACTOR SHALL INCLUDE IN HIS BID AN ADDillONAL CONTROL WIRE FROM THE CONTROLLER TO EACH VALVE ON THE SYSTEM. 13. INSTALL POP UP HEADS WITHIN 10' OF ALL PEDESTRIAN USE AREAS. 14. INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. 15. FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. IRRIGATION LEGEND: IRRIGATION LEGEND (CONTINUED): t~~Qf:M~9~'.{f'\tioo,EL~ER!J?Eseruj>g6,!-f{,'f:l·}~i;r~:ht~'~ITJs~§ztLE'''Nof§f"7""'.:~;:,': i~Y¥8§~~~e:·:l;.;;;2~Mgriili:~~Esc~§r-ii:{i§ 0:;'.i:s,!:;_§l>M",~@s'i-fn~z:tF.;J{o~-~2~,: :·t; 0 C, Cl Ill 0 6 3 " e 6 ~ Ii!! El) -• II, iii B • @ 0 0 9 e ~ ED ED G G ED ~ G G (iJ (i) (iJ f;il (i) e, II'/) V V 'v 'V ~ ~ w w ~ 'I? w w ~ .., ... ~ RAINBIRD I 804-NP-SAM-15F TURF POP UP, 360° 25 3.30 14FT !SF RAINBIRD 1804-NP-SAM-15H TURF POP UP, 180° 25 1.65 14FT 15H RAINBIRD 1804-NP-SAM-ISQ TURF POP UP, 90° 25 0.82 14FT !SQ RAINBIRD 1804-NP-SAM-15V TURF POP UP, 180° 25 1.65 14FT 15V RAINBIRD 1804-NP-SAM-12F TURF POP UP, 360° 25 2.40 IIFT 12F RAINBIRD 1804-NP-SAM-12HTURFPOPUP, 180° 25 1.20 IIFT 12H RAINBIRD 1804-NP-SAM-12Q TURF POP UP, 90° 25 0.60 II FT 12Q RAINBIRD 1804-NP-SAM-12VTURF POP UP, 180° 25 1.20 II FT 12V RAINBIRD 1804-NP-SAM-IOF TURF POP UP, 360° 25 1.44 9FT !OF RAINBIRD 1804-NP-SAM-IOH TURF POP UP, 180° 25 0.72 9Ff JOH RAINBIRD 1804-NP-SAM-IOQ TURF POP UP, 90° 25 0.36 9FT IOQ RAINBIRD 1804-NP-SAM-IOV TURF POP UP, 180° 25 0.72 9FT IOV RAINBIRD 1804-NP-SAM-8F TURF POP UP, 360° 25 0.96 7FT 8F RAINBIRD !804-NP-SAM-8H TURF POP UP, 180° 25 0.47 7FT 8H RAINBIRD !804-NP-SAM-8Q TURF POP UP, 90° 25 0.24 7FT 8Q RAINBIRD 1804-NP-SAM-8V TURF POP UP, 180° 25 0.47 7FT 8V RAINBIRD 1812-NP-ISEST SHRUB POP UP, END STRIP 25 0.56 4Xl4Ff 15EST RAINBIRD 1812-NP-ISSST SHRUB POP UP, SIDE STRIP 25 I.II 4X28Ff 15SST RAINBIRD 1812-NP-5FI3 SHRUB POP UP, BUBBLER 25 1.5 SFT 5FI3 RAINBIRD 1812-NP-SHB SHRUB POP UP, BUBBLER 25 LO 5FT 5HB RAINBIRD 1812-NP-SCST-B SHRUB POP UP, BUBBLER 25 0.5 5FT 5CSTI3 RAINBIRD 1812-NP-SAM-ISF SHRUB POP UP, 360° 25 3.30 14FT !SF RAINBIRD 1812-NP-SAM-ISH SHRUB POP UP, 180° 25 1.65 14FT 15H RAINBIRD 1812-NP-SAM-ISQ SHRUB POP UP, 90° 25 0.82 14FT !SQ RAINBIRD 1812-NP-SAM-ISV SHRUB POP UP, 180° 25 1.65 14FT 15V RAINBIRD 1812-NP-SAM-12F SHRUB POP UP, 360° 25 2.40 II FT 12F RAINBIRD 1812-NP-SAM-12H SHRUB POP UP, 180° 25 1.20 II FT 12H RAINBIRD 1812-NP-SAM-12Q SHRUB POP UP, 90° 25 0.60 IIFT 12Q RAINBIRD 1812-NP-SAM-12VSHRUBPOPUP, 180° 25 1.20 IIFT 12V RAINBIRD 1812-NP-SAM-!0F SHRUB POP UP, 360° 25 1.44 9FT !OF RAINBIRD 1812-NP-SAM-I0H SHRUB POP UP, 180° 25 0.72 9Ff JOH RAINBIRD 1812-NP-SAM-IOQ SHRUB POP UP, 90° 25 0.36 9FT IOQ RAINBIRD 1812-NP-SAM-!0V SHRUB POP UP, 180° 25 0.72 9FT IOV RAINBIRD 1812-NP-SAM-8F SHRUB POP UP, 360° 25 0.96 7Ff 8F RAINBIRD 1812-NP-SAM-8H SHRUB POP UP, 180° 25 0.47 7FT 8H RAINBIRD 1812-NP-SAM-8Q SHRUB POP UP, 90° 25 0.24 7FT 8Q RAINBIRD 1812-NP-SAM-8V SHRUB POP UP, 180° 25 0.47 7Ff 8V RAINBIRD 1812-NP-SAM-SF SHRUB POP UP, 360° 25 0.36 4FT SF RAINBIRD 1812-NP-SAM-SH SHRUB POP UP, 180° 25 0.18 4Ff SH RAINBIRD 1812-NP-SAM-SQ SHRUB POP UP, 90° 25 0.09 4FT SQ RAINBIRD PA-8S-NP-15F SHRUB SPRAY, 360° 25 3.30 14FT !SF RAINBIRD PA-8S-NP-15H SHRUB SPRAY, 180° 25 1.65 14FT !SH RAINBIRD PA-8S-NP-15Q SHRUB SPRAY, 90° 25 0.82 14FT !SQ RAINBIRD PA-8S-NP-15V SHRUB SPRAY, 180° 25 1.65 14Ff 15V RAINBIRD PA-8S-NP-12F SHRUB SPRAY, 360° 25 2.40 II FT 12F RAINBIRD PA-8S-NP-12H SHRUB SPRAY,, 180° 25 1.20 II FT 12H RAINBIRD PA-8S-NP-12Q SHRUB SPRAY, 90° 25 0.60 II FT 12Q RAINBIRD PA-8S-NP-12V SHRUB SPRAY,, 180° 25 1.20 II FT 12V RAINBIRD PA-8S-NP-IOF SHRUB SPRAY,360° 25 1.44 9FT !OF RAINBIRD PA-8S-NP-IOHSHRUB SPRAY, 180° 25 0.72 9FT JOH RAINBIRD PA-8S-NP-IOQ SHRUB SPRAY, 90° 25 0.36 9FT IOQ RAINBIRD PA-8S-NP-IOVSHRUB SPRAY, 180° 25 0.72 9FT JOV RAINBIRD PA-8S-NP-8F SHRUB SPRAY, 360° 25 0.96 7FT 8F RAINBIRD PA-8S-NP-8H SHRUB SPRAY, 180° 25 0.47 7FT 8H RAINBIRD PA-8S-NP-8Q SHRUB SPRAY, 90° 25 0.24 7FT 8Q RAINBIRD PA-8S-NP-8V SHRUB SPRAY, 180° 25 0.47 7FT 8V NOTE: 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 SEEDETAILA 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 SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETA!LB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILC SEEDETAILC SEEDETAILC SEEDETAILC SEEDETA!LC SEEDETAILC SEEDETA!LC SEEDETAILC SEEDETAILC SEEDETAILC SEEDETAILC SEEDETAILC SEEDETAILC SEEDETAILC SEEDETAILC SEEDETAILC ~ RAINBIRD PESB-R SERIES REMOTE CONTROL VALVES -SEE PLAN FOR SIZE @ NELSON NELSON 7645 QUICK COUPLER VALVE -RECYCLED RWSIGN APPROVED RECYCLEDWATERSIGN --·-·--·-·- -·--.,., .... , ......... APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED EXISTING EXISTING EXISTING PVC CL. 315 MAINLINE (PURPLE PIPE) WITH WARNING TAPE, SIZE 2" MIN. PVC SCH. 40 MAINLINE (PURPLE PIPE) WITH WARNING TAPE, SIZE 1-1/2" MAX RECYCLED PVC SCH 40 (PURPLE PIPE) LATERAL LINE, SEE PLAN FOR SIZE FOR RECYCLED SLEEVE SIZING, SEE IRRIGATION NOTE #1, THIS SHEET COMMUNICATION CABLE -PAIGE MAXICABLE IN I" CONDUIT FLOW SENSING CABLE -PS ELECTRIC P7162D IN I" CONDUIT MODEM LINE FOR MAXICOM IRRIGATION CONTROLLER PER MARBRISA PHASE II LANDSCAPE PLANS. SEE CITY PROJECT NUMBER CT.03-02, DRAWING NUMBER 428-9T. TEMPORARY CONNECTION TO FIRE HYDRANT -CITY APPROVED SEE APPROVED MARBRISA PHASE II PLANS -DRAWING #428-9T RECYCLED MAINLINE PER SLOPE REVEGETATION/EROSION CONTROL PLANS. SEE CITY PROJECT NUMBER CT.03-02, DRAWING NUMBER 428-9L. SEEDETAILD SEEDETAILE SEEDETAILF SEE DETAILS G, HAND I SEE DETAILS G, HAND I SEEDETAILG SEEDETAILG PER MANUFACTURER PER MANUFACTURER PER MANUFACTURER @ EXISTING QUICK COUPLER VALVE PER SLOPE REVEGETATION/EROSION CONTROL PLANS. SEE CITY PROJECT NUMBER CT.03-02, DRAWING NUMBER 428-9L. ~ EXISTING GATE VALVE PER SLOPE REVEGETATION/EROSION CONTROL PLANS. SEE CITY PROJECT NUMBER CT.03-02, DRAWING NUMBER 428-9L. ~ EXISTING REMOTE CONTROL VALVE PER SLOPE REVEGETATION/EROSION CONTROL PLANS. SEE CITY PROJECT NUMBER CT.03-02, DRAWING NUMBER 428-9L. _,_,_,_ ~ ~ ~ EXISTING EXISTING EXISTING EXISTING RAINBIRD RECYCLED MAINLINE PER MARBRISA PHASE II LANDSCAPE PLANS. SEE CITY PROJECT NUMBER CT.03-02, DRAWING NUMBER 428-9T. QUICK COUPLER VAL VE PER MARBRISA PHASE II LANDSCAPE PLANS. SEE CITY PROJECT NUMBER CT.03-02, DRAWING NUMBER 428-9T. GATE VALVE PER MARBRISA PHASE II LANDSCAPE PLANS. SEE CITY PROJECT NUMBER CT.03-02, DRAWING NUMBER 428-9T. REMOTE CONTROL VAL VE PER PER MARBRISA PHASE II LANDSCAPE PLANS. SEE CITY PROJECT NUMBER CT.03-02, DRAWING NUMBER 428-9T. (3) RWS-BCG ROOT WATER SYSTEM UNITS 25 0.25 X ffiX VALVE/CONTROLLERSEQUENCE -GALLONS PER MINUTE 7 l X -----VALVESIZE - SEEDETAILJ I. NOZZLES SHALL BE MODIFIED AS NECESSARY TO CREATE MATCHED PRECIPITATION RATES 2. "NP" DESIGNATION IS FOR USE ON RECLAIMED (NON-POTABLE) SYSTEM. ~~~ ~~'ad:~ -~I,,,,. 4 To PI.A'.·: Landooape ATchitect1H~.Planni•1· " APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BUil T" RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE l----f-----+-/:-l\----------+-----1---+---+-------I I SH9EET I CITY OF CARLS BAD ~5 PLANNING DIVISION l_!U t----+---t------------------+---+---+---+-----1 ~IRR~l~G::li;:TI~O~N~N~O;:T;:ES~AN~D~LE;:G;:E;:N;:D~FO:;::;R:;:·===='-===~ CARIBBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 58 r~m~ -•½ ,,,,./,r' .4..,: ""w~_,,,:....,.,,. -z, JZ.-1-\-I :,-c,.,.. "'L\~ ... ~~. """"""·""' --. I APPROVED: 1~1 l.r-~l-tt PLANNING V,-\I\ Td:858.453.0$55 ,'·,,.. , ., F .. :RSUS8.0S~ _-DRAWING NO. OWN BY: t:,A PROJECT NO. ACaIU"t:>mi.~ '_:;: -=-DA TE INITIAL ._ _______________________________________________________________________________ • ___ 1. __ :_, __ □.Es.,c.NE·R·O·F·W·OR·K---·R·E·v1.s.10.N_o_E_sc.R.1.P.T1_0_N ____________________________ 4_2_s_-_g_w_ .. ~ DATE INITIAL DATE INITIAL CHKD BY: M~ CT_Q3-02 OTHER APPROVAL CITY APPROVAL RVWD BY: MK C.M.W.D. ID-1 11 I E FINISH GRADEtroP OF MULCH POP-UP SPRAY SPRINKLER: RAlNBIRD 1804 -SAM WNANNOZZLE AND PURPLE NON-POTABLE CAPS ON ALL HEADS USING RECYCLED WATER 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 TURF POP-UP N.T.S. B _,.--FlNISH GRADE/TOP OF MULCH QlilCK-COUPLING VALVE: .,--RECLAIMED: NELSON MODEL 7645 NOTE: ,,--VALVE BOX WITH COVER: 6-INCH SIZE. USE PURPLE VALVE BOX FOR RECLAIMED (RC.) WATER. .,..--PVCSCH80NIPPLE (LENGIB AS REQlilRED) ,..--3-INCH M1NIMUM DEPm OF 3/4-INCH WASHED GRAVEL ,..--PVC SCH 40 STREET ELL .,..--BRICK(! OF2) ....--PVC SCH 80 NIPPLE (LENGIB AS REQlilRED) PVC SCH 40 STREET ELL '-----PVC SCH 40 TEE OR ELL ~------PVC MAINLINE PIPE ~---------PVCSCH40ELL '-------------2"x2"REDWOOD STAKE WI STAINLESS STEEL GEAR CLAMPS OR EQlllV ALENT SUPPORT SYSTEM I. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QlilCK COUPLING VALVE INLET SIZE. 2. QlilCK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. QUICK COUPLING VALVE -RECYCLED N.T.S. F FINISH GRADE/TOP OF MULCH __.,--POP-UP SPRAY SPRINKLER: RAlNBIRD 1812 Wim 1800 VPC Wim RAlN BIRD ROTARY NOZZLE AND PURPLE NON-POTABLE CAPS ON ALL HEADS USING RECYCLED WATER 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 NOTE: 1. A SWING PIPE ASSEMBLY MAY BE USED Wim FLOWS LESS mAN 4 GPM. NOTE: PLASTIC NOZZLE: RAlN BIRD 1800 SERIES __.--Wim PURPLE NON-POTABLE CAPS ON ALL HEADS USING RECYCLED WATER _....------PLASTIC SHRUB ADAPTER: RAlN BIRD MODEL PA-1!S .....---FINISHGRADEtroPOFMULCH _....----UV RADIATION RESISTANT PVC SCH 80 NIPPLE (LENGIB AS REQUIRED) __.--PVC SCH 40 ELL __.---PVC SCH 40 STREET ELL _..----1/2-INCH PVC SCH 80 NIPPLE (LENGIB AS REQUIRED) ---PVCSCH40TEEORELL ---.._ __ PVC LATERAL PIPE I. A SWING PIPE ASSEMBLY MAY BE USED Wim FLOWS LESS mAN 4 GPM. .,--30-INCH LINEAR LENGIB OF WIRE, COILED .,--WATERPROOF CONNECTION (I OF 2) ..,----JDTAG ..,--VALVE BOX WITH COVER: 12-INCH SIZE ---FINISH GRADE/TOP OF MULCH ,--REMOTE CONTROL VALVE: RAINBIRD PEB WITH PURPLE VALVE BOX AND TAGS WHEN USED Wim RECYCLED WATER _,.---PVC SCH 80 NIPPLE (CLOSE) ,,---PVCSCH40ELL ,--PVC SCH 80 NIPPLE (LENGIB AS REQUIRED) J,,,----BRICK(l OF4) SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL '----PVC MAINLINE PIPE '----PVC SCH 40 TEE OR ELL '----BRASSUNJON '----PVC SCH 40 MALE ADAPTER '-----PVC LATERAL PIPE '--------3.0-INCHMlNIMUM DEPm OF 3/4-INCH WASHED GRAVEL SHRUB POP-UP: FLAT N.T.S. C SHRUB SPRAYHEAD: FLAT N.T.S. D REMOTECONTROLVALVE N.T.S. CL 18" -+-----RECLAIMED WATER SIGN .!::">-:-:::-::-:--!-----ATTACH SIGN TO POSTW/ (2) 1/4" CARRIAGE BOLTS 3" FROM TOP AND BOTTOM OF SIGN -+----------3" GALVANIZED STEEL POST SLOPETODRAlNAWAY FROM POST FINISH GRADE l:::+-----COMPACTION PER GEOTECHNICAL REPORT -------CONCRETE FOOTING -+---:'fi1:::::rn±,-,-,:::=/Ti I ,-_ TTT-1 ,-1 _-.-.-- l 1 • l 1 1 RECYCLED WATER SIGNAGE N.T.S. NOTES: MAINLINE, LATERAL, MAlNL1NE LATERAL PIPE AND WIRING IN PIPE THE SAME TRENCH RUN WIRING BENEAIBAND BESIDE MAlNLINE. TAPE AND BUNDLE AT IO-FOOT INTERVALS. SECTION VIEW PLAN VIEW ALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN.---' I. SLEEVES SHALL BE PER IRRIGATION NOTES ON SHEET ID-I. 2. RECLAIMED SYSTEMS TRENCHING DETAILS SHALL PROVIDE FOR TWO LAYERS OF WARNING TAPE RUNNING CONTINUOUS ALONG THE ROUTE OF THE MAlNLINE. ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF THE MAINLINE PIPE AND ONE 12" ABOVE THE TOP OF THE MAINLINE. WIRING IN CONDUIT WIRE W/O CONDUIT TIE A 24-INCH LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 30° OR GREATER. UNTIE AFTER ALL CONNECTIONS HA VE BEEN MADE. MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS A. PRESSURE LINES *LESS mAN 3" INDIAMETER-18" COVER *3"-5-1/2" IN DIAMETER-24" COVER *6" OR GREATER IN DIAMETER -36" COVER B. LATERAL LINES -12" COVER C. SLEEVESUNDERROADS *6" OR LESS IN DIAMETER -36" COVER *GREATER mAN 6" IN DIAMETER -48" COVER D. SLEEVES UNDER PAVING (NON-ROADS): SAME AS "A" ABOVE SLEEVES UNDER ROADS *6" OR LESS IN DIAMETER-36" COVER *GREATER mAN 6" IN DIAMETER -48" COVER SCHEDULE 80 PVC SLEEVES UNDER PAVING (NON-ROADS) *LESS mAN 3" IN DIAMETER -18" COVER *3"-5-1/2" IN DIAMETER-24" COVER *6" OR GREATER IN DIAMETER -36" COVER SCHEDULE 40 PVC G PIPES, WIRES, AND TRENCHING N.T.S. APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. " A S B U I LT" ToPTA La■d1cape Arc•ifg¢tlitio.1"tt1la:fi.;-·: 9-4-" WopkaS1-I .t,iti,ffl s.. Dic,ao -Califinio.~_.c- Td: 858.~ A:.::~'.;.·_·'~ /_f~t- RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE l fsHEul CITY OF 'CARLSBAD ~ l----+----t-----------------+---+--+----+----1 l___!Q_j PLANNING DIVISION ~ t---t----+-----------------+----+----+---+-----1 :::IRR::;::I:::G=ATl;',.'.:ON::::::D::E::::T=AI:::LS:::::FO::::::R::::·:::::::::::::::::::::::::::::===::::'....':==::::::: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 58 1----+--+--------------+---+--+---+---1, _AP-PR_o_vE_D_, _/"t._4{~_q_,_E:l~l-~;ff:~-- 1----+----+-----------------+---+--+----+----1 _PLANNING 1--==--t-:;=--t------------------+--cc--+--+----+----1 ~D;:WN;;::::::;:B::Y=, =::;A::;A=:;-;::==P==R=o=J==E=c==T=N=o=. ==;-;::D=R=A=W=IN=G=N=O~. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: MK DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: MK CT.03-02 428-9W C.M.W.D. ____ _ ID-2 ----,- THRUST BLOCK ~---EXISTINGSUBGRADE >,';,': .•. ·.;,:+:-·;---BACK.FILL MATERIAL ,.>"?\?(::: CONCRETE TIIRUST BLOCKS ~.-.... f.rit .... ill ---1~-4'==;,;---:~--GASKET FITTING !--PVCBELLREDUCER STREET SURFACE 3.5 FEET POTABLE SERVICE LINE _il_ (SEE IMPROVEMENT rDRAWINGS) I RECYCLED WATER IRRIGATION MAINLINE WITH SLEEVE ----' NOTE: 12" MINIMUM REQUIRED VERTICAL SEPARATION ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED IN: "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS" OCTOBER 1993 POTABLE MAINLINE CROSSING N.T.S. I TYPICAL STREET CROSSING SIDEWALK APPROX. 8" POTABLE _ __, SERVICE LINE r--24" 10' MINIMUM TO I __ POTABLE MAINLINE IN STREET RECYCLED WATER IRRIGATION MAINLINE WITH SLEEVE NOTE: METER BOX WITH METER 12" MINIMUM VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATERLINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. POTABLE SERVICE LINE CROSSING ,---------BUBBLER: RAINBIRD 1401 0.25 GPM (INCLUDED) ,--------ROOT WATERING SYSTEM: RAIN BIRD RWS-BCG (INCLUDES 1401 0.25 GPM BUBBLER WITH RISER, CHECK VALVE, GRATE, SWINGASSEMBLY, l/2"MALE NPT INLET, AND BASKET CANISTER) ~~------FINISH GRADE --------CHECK VALVE (INCLUDED) _.,,--------1/2-INCHPVC SCH 80NIPPLE (INCLUDED) ,,------1/2-INCH 90-DEGREE ELBOW (INCLUDED) ,,-----12-INCH SWING ASSEMBLY (INCLUDED) '-----PVC SCH 40 TEE OR EL '-------LATERALPIPE '---------4-INCHBASKETWEAVE CANISTER (INCLUDED) N.T.S. J ROOTWATERSYSTEM N.T.S. WORST CASE SCENARIO CALCULATION FROM METER "Rl" ON CANNON ROAD Carlsbad PA 5 Pressure Calculations Valve No. 0-12 (FARTHEST VALVE FROM POCJ Meter Size/POC POC AT EXISTING 2" METER "R1 • Static Pressure (PSI) 86.86 Peak Demand in GPM 9.00 Pipe Segment Size Pipe Class Flow GPM Length (feet) Lateral 1 3/411 SCH40 0.75 Lateral 2 3/411 SCH 40 1.50 Lateral 3 3/4" SCH40 2.25 Lateral 4 3/4" SCH40 3.00 Lateral 5 3/4" SCH40 3.75 Lateral 6 3/4" SCH40 4.50 Lateral 7 3/4" SCH40 5.25 Lateral 9 3/4" SCH40 9.00 Subtotal Mainline 4" CL 315 9.00 Reduced Pressure Back Flow Preventer Sprinkler Demand Control Valve 1 " Lateral Pipe Mainline Pipe Gate Valve 4" 4 multiplier Fitting Loss Subtotal Elevation at Valve Elevation at POC Elevation Difference Total Required Pressure Residual Pressure 200 182 18 multiplier To Pl.A' .·-. Ludacape AuhitCo.;..:;1 .. ·i•.:;.•~-, 944-1 Waplel--: tlllll,af',llt SonDiego.Callfbmia.$_121 Tei: 858.N.O,S!i _--_-'c. --_ Fa:858.4Sl.llSSI:-~.=-::_;,;:,~ - ACllifumiaCo,p,nlii,a,.._. '.-L '.'-~ 9.10 31.80 11.60 13.10 15.50 17.20 25.20 77.10 2290.00 0.75 0.43 DATE Velocity Ft/Sec 0.60 0.60 1.20 1.80 1.80 2.41 2.41 3.01 0.72 INITIAL 8::'. ·-· DESIGNER OF WORK It\ Actual Friction Factor 0.11 0.11 0.39 0.83 0.83 1.42 1.42 2.15 0.03 PSI Loss 0.01 0.03 0.05 0.11 0.13 0.24 0.36 1.66 2.59 0.69 12.00 50.00 2.90 2.59 0.69 3 00 0.14 71.31 7.79 79.11 7.75 REVISION DESCRIPTION 1 6 3 2 7 5 4'--____,., 5 5J----.1 4 5}---+f 1)--ttt:tti 5}----+f ~fr 10 NOTES: 1. UNLESS SPECIFIED OTHERll!SE, FlllNGS AND PIPE SIZES SHALL MATCH WATER SERVICE DIAMElER. 2. THREADED JOINT FITllNGS (NPT) MAY BE USED IN PLACE Of SOI.OEREO JOINlS SHOMII ON THIS DRA\\!NG. 9 SEE NOTES COPPER TEE MAI..E x COPPER ADAPTER 4 BALL VM.VE 111TH HAND LEVER 5 TIPE L COPPER 6 1.5" FIRE HOSE FlTllNG 7 BALL VM.VE 111TH PADLOCK WING 8 C x C x C TEE 9 3 ♦-HOSE BIB OR TEST COCK 10 MIP ADAPTER BYPASS TEE FOR RECYCLED WATER TESTING N.T.S. APPROVED FOR /RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE urJ CITY OF CARLSBAD m 1 PLANNING DIVISION 5 IRRIGATION DETAII.'3 FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VlLLA 58 I APPROVED: l't'a( Gr-~..,,ft: -z_., 1-Z--I-} I PLANNING OWN BY: AA PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: M~ 428-9W OTHER APPROVAL CITY APPROVAL RVWD BY: MK CT.03-02 1.-----------------------------------------------------------~~~------~~ CM.W.D.____ ID-3 -st -' ..... -' -0 ~ ~ ~ j " \ --~=- ·M~-M k .. · \. ·· ... ·· .. ··· . -·--_. . " SYAGRUSROMANZOFFIANUM Queen Palm 24" Box GAZANIA HYBRID Trailing Gazania Flats@ 12" O.C. CUPANIOPSIS ANACARDIOIDES Carrot Wood Tree 15 Gallon KOELRUETERIA BIPINNATA Chinese Flame Tree 15 Gallon 0 -- ' . .. x 1y0 ~...-\~//2/.~ .-----· ~ 20 " \ ", ... , /\ -c' 40 t 1 i;2 / .. ·. . / . .. • .. c_··cc·-><. 60 80 I I I I ~a\;--?(t' \, \ \ I I CINNAMOMUM CAMPHORA 24" BOX Camphor Tree STRELITZIA NICOLAI ½f' ,-.-------------------•15<riG:ia1J;;o:;n+,G,;;ian::::t-;;B;;:ird:;-::of<'pa.aradise::::::;;;-;;----'\:D PRUNUS CAROLINIANA 0 -----------------------:-1s=-G=a11-::-on-l-C:saro=l;;.ina..:.,La,--:-ure=,l-,C"'h,cerry=---• SOLEIROLIA SOLEIROLII Flats@ 12" O.C. Baby's Tears ~~.L,~~+:::;,;~:--------------------s7j;if.;;;-j~C~L~YT~O~S;TO;MA~~C;AL~L~IS~TEG~'.'.:lO~ID~ES~ 5 Gallon Violet Trumpet Vine • .. ·-./~-~,;;,;~:.:'.'...-:;.4-~~c;;:,,;f,.e~'4::.,S4'.l;;::c:,,f;~t.__---------------------,Se;:::ed:;:;e::;df:;:~;:urf:,TH_O.:_N_II_-_E ______ -m;~1ti1~~ ' iltfiWJif I p~'J~jh \'.\".,"7-:i" \; To PIA Landocape Arch i leo lure.Pl uning - ·._ "' --,-:-,-' 9444 Wapks Stnd. Suik: 470 Sao.Diego.Califumia.92121 ', Td:&'il.4SS&i55 Fu:: 858.4M".0S54 -- A California-~ ■ I I NOTES I. FOR PLANTING NOTES AND LEGEND, SEE SHEET PD-I 2. FOR PLANTING DETAILS, SEE SHEET PD-2. SYAGRUS ROMANZOFFIANUM 15 Gallon Queen Palm APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE ___ _ EXP ____ _ DATE REVIEWED BY: 3.FORSHRUBPLANTING,SEESHEETP-1 INSPECTOR DATE 1 ~ CITY OF CARLSBAD ~ 1----1----+-----------------+---t----t----t-----l ~LG_j~:;2::::;~~~::::P;;:L~A~N:;;N:;;IN~G;D:;,l~Vl~Sl~O;N::;:;~;;=~~l___l_U~;a;5~~ TREE, VINE, AND GROUNDCOVER PLANTING PLANS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE JI -VILLA 58 I APPROVED: ,~I Gr-~1 ..... tt: -Z•lz., l...\ I PLANNING DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OWN BY: AA PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: MK CT.03-02 428-9W OTHER APPROVAL CfTY APPROVAL RVWD BY: MK C.M.W.D. PT-1 ---------- ' ' ' '· . " r}l __ -_~_:2 ;/ ,/-·:--' -J 0 / \ ', . -:~_:; -_1/---•-• \_ ' -t ----_--_--- \ X ,-, '91 .4<~ ~~ ,,;,,/t .,,--' PHORMIUM TEN AX 'BRONZE BABY' New Zealand Flax 5 Gallon THUJA OCCIDENTALIS S}--!.!!!c~Am!!..::!:ea7·can~c'.!Arb"7'0~m:!:·="1a~e+.-5-,G'"a"no-n------\',,----'/',•-,4---~~~~'--2~'=Jt:"ce~"';JJ['"",- -- 0 40 60 80 • ToPIA La•docape Archteeture.Phunh1g 9444 Waplco Stud .'&me470 San Diego . Califinia . .92121 Tel: 8S8.4Sll.o555 Fa: 858.458.0554 ACa!iflimia~--· ■ -------------- HEMEROCALLIS HYBRIDS 1 Gallon / 5 Gallon Daylily RHAPHIOLEPSIS INDICA 'BALLERINA' 5 Gallon Indian Hawthorn NOTES I /_ I 5 Gallon I Gallon 1 Gallon I Gallon 1 Gallon 1. FOR PLANTING NOTES AND LEGEND, SEE SHEET PD-I 2. FOR PLANTING DETAILS, SEE SHEET PD-2. LIGUSTRUM JAPONICUM TEXANUM' Japanese Privet ASPLENIUM BULBIFERUM Mother Fem CLIVIA MINIATA Clivia AGLAONEMA 'SIL VER KING' Silver King PITTOSPORUM TOBIRA WHEELER'S DWARF' Wheeler's Dwarf 3. FOR TREE, VINE AND GROUNDCOVER PLANTING, SEE SHEET PT-I /1\ ® DATE INITIAL DATE INITIAL DATE INl11AL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED FOR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BUil T" RCE EXP_ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 3 PLANNING DIVISION 5 SHRUB PLANTING PLANS FOR: ,-' ' ! CARLSBAD RANCH, PLANNING AREA NO. 5 "" -' .,., -' MARBRISA PHASE II -VILLA 58 -0 I APPROVED: f<e.,k \ Gr; ~I-it I ';1'.-1 ~-I--\ PLANNING ~ E-< E-< -::E OWN BY: AA PROJECT NO. DRAWING NO. CHKD BY: MK RVWD BY: MK CT.03-02 428-9W § "' ::z: E-< "" C.M.W.D. ____ _ P-1. ! PLANTING NOTES: A. THE CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES DURING CONSTRUCTION THROUGH THE COMPLETION OF ALL THE WORK. B. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. PLANT MATERIAL QUANTITIES LISTED ON THE PLANS ARE FOR THE CONVENIENCE OF TI-IE CONTRACTOR AND ACTUAL NUMBER OF SYMBOLS SHALL HA VE PRIORIIT OVER QUANTIIT DESIGNATED. C. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER GROWN TREES, SHRUBS AND VINES, INCLUDING SEEDED HYDROMULCHES AND FLATTED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR PLANTING OF ALL PLANT MATERIALS, THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS, THE STAKING AND GUYING OF TREES AND TI-IE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARR1V AL AT TI-IE SITE. D. GROUNDCOVER PLANTING SHALL BE CONTINUOUS UNDER ALL TREES AND SHRUB MASSES. E. ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY TI-IE LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO INSTALLATION. F. G. H. I. ALL PLANT MATERIALS SHALL BE LOCATED BY THE CONTRACTOR AND APPROVED BY TI-IE LANDSCAPE ARCHITECT PRIOR TO ARRIVING TO THE SITE. ALL PLANT MATERIALS SHALL BE SPOTTED BY THE CONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR ANY PLANTING. ALL VINE SHALL BE INSTALLED WITI-1 THE NURSERY STAKES REMOVED AND ESPALIERED TO ADJACENT WALL. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY(PRE-APPROVED BY TI-IE CITY). TEST SHALL INDICATE BUT NOT BE LIMITED TO TI-IE FOLLOWING: a. ORGANIC MATTER CONTENT b. N,P,K C. pH d. EC e. SOIL TEXTURE (SILT, CLAY, SAND) f. RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CIIT. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. PRODUCTS SPECIFIED BY PRODUCT NAME BY THE SOIL LAB IN TI-IE RECOMMENDATIONS MAY BE SUBSTITUTED WITH "OR EQUAL" PRODUCTS APPROVED BY THE CITY. THE SOIL AMENDMENTS SPECIFIED HEREIN ARE FOR BIDDING PURPOSES ONLY. FOR THE AREA TO BE LANDSCAPED, THE FOLLOWING SOIL AMENDMENTS SHALL BE UNIFORMLY BROADCAST AND TI-IOROUGHLY INCORPORATED BY MEANS OF A ROTOTILLER OR EQUAL. (TIITS REQUIREMENT IS LIMITED TO SWPE AREAS LESS TI-IAN 4:1). AMOUNT PER 1,000 SQUARE FEET 4 CU. YDS NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED FROM REDWOOD, FIR OR CEDAR SAWDUST 15 LBS. SOIL SULFUR 15 LBS. 12-12-12 FERTILJZER J. THE PLANTING PITS FOR TREES SHALL BE EXCAVATED TWICE THE DIAMETER OF THE ROOTBALL, WITH A MINIMUM OF 12" FROM THE BOTTOM OF THE ROOTBALL TO THE BOTTOM OF THE PLANTING PIT. THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF ALL TREES AND SHRUBS SHALL CONSIST OF THE FOLLOWING FORMULA: 6 PARTS ON-SITE SOIL 4 PARTS ORGANIC AMENDMENT AS PER ABOVE SOIL PREPARATION 1 LB./C.Y. 12-12-12 FERTILIZER 2 LB./C.Y. IRON SULFATE 10 LBJC.Y. AGRICULTURAL GYPSUM K. TI-IIRIT (30) DAYS AFTER INSTALLATION, ALL NEWLY PLANTED AREAS SHALL BE FERTILIZED WITI-1 A 16-6-8 FERTILIZER OR APPROVED EQUAL APPLIED AT THE RATE AS RECOMMENDED BY THE MANUFACTURE. FERTILIZER APPLICATION SHALL BE CONTINUED THEREAFTER AT MONTHLY INTERVALS. L. FOR ALL TREE PLANTING, SEE DETAIL A, SHEET PD-2. FOR ALL SHRUB PLANTING, SEE DETAIL B, SHEET PD-2. FOR ALL VINE PLANTING, SEE DETAIL C, SHEET PD-2. FOR ALL PALM PLANTING, SEE DETAIL D, SHEET PD-2. FOR ALL GROUNDCOVER PLANTING, SEE DETAIL E, SHEET PD-2. M. FERTILIZER TABLETS SHALL BE GRO-POWER, 21 GRAM TABLETS (20-10-5) IN QUANTITIES AS FOLWWS: 1 GALLON CONTAINERS 1 5 GALLON CONTAINERS 3 15 GALLON CONTAINERS 4 BOXMATERIAL 1 PEREACH4"OFBOXSIZE PLACE TABLETS AT HALF TI-IE DEPTI-1 OF TI-IE ROOTBALL. N. A SOIL AGRONOMY TEST SHALL BE MADE AFTER SOIL AMENDMENTS HA VE BEEN MIXED IN AND PRIOR TO PLANTING TO CONFIRM PROPER AMENDMENTS HA VE BEEN INSTALLED. 0. ALL TREES SHALL BE PLANTED A MINlMUN OF 5'-0" AWAY FROM ALL SIDEWALKS, CURBS, BUILDINGS OR ANY HARDSCAPE ELEMENTS. P. A MINIMUM OF 3" OF ORGANIC MULCH SHALL BE ADDED IN NON-TURF PLANTING AREAS WITI-1 SLOPES LESS STEEP TI-IAN 3: 1 TO COVER TI-IE SOIL SURF ACE COMPLETL Y. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO JOB SITE. Q. WHERE ADJACENT TO HARD SURFACES SUCH AS SIDEWALKS, CURBS, OR DRIVES (WHERE FINISH GRADE SHALL BE I ".BELOW TI-IE TOP OF TI-IE HARD SURF ACE), TI-IE MULCH TI-IICKNESS MAY TAPER DOWN TO I" TI-IICK. R NON-POROUS MATERIALS SHALL NOT BE PLACED UNDER THE MULCH. S. TI-IE PLANS SHALL INDICATE POSITIVE SURF ACE DRAINAGE (2% GRADED IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. T. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO THE BEGINNING OF LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. U. TREES PLANTED WITI-IIN 5' OF PUBLIC WALKWAYS SHALL BE INSTALLED WITI-1 ROOT BARRIERS APPROVED BY TI-IE CITY OF CARLSBAD. SEE DETAIL F, SHEET PD-2. V. PRIOR TO TI-IE START OF ANY LANDSCAPE CONSTRUCTION OF VILLA 58 TI-IE LANDSCAPE CONTRACTOR SHALL EV ALU ATE TI-IE EXISTING MARBRISA PHASE II (CIIT DRAWING# 428-9T) LANDSCAPE INSTALLATION AND ITS INTERFACE WITH TI-IE VILLA 58 LANDSCAPE DOCUMENTS. TI-IE 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 58 LANDSCAPE DOCUMENTS. W. PODOCARPUS GRACIL!OR SHALL HA VE TI-IE MAIN LEADER IN TACT. TREES WITI-1 TI-IE MAIN LEADER REMOVED SHALL BE REPLACED WITH THE APPROVED TREES. PLANTING LEGEND: PALMS: SYMBOL --.. BOTANICAL NAME TREES: SYMBOL· :•-, ,, / SHRUBS: SYMBOL 0 0 0 G) CD 0 SYAGRUSROMANZOFF!ANUM SYAGRUSROMANZOFF!ANUM BOTANICAL NAME . C!NNAMOMUM CAMPHORA CUPANIOPSIS ANACARDIOIDES DICKSONIA ANTARCTICA KOELRUETERIA BIP!NNATA PODOCARPUS GRACILIOR PRUNUSCAROLINIANA STRELITZIA NICOLAI BOTANICAL NAME . AGLAONEMA 'SILVER KING' ASPLENIUM BULBIFERUM CLIVIA MINIATA HEMEROCALLIS HYBRIDS 'YELWW' LIGUSTRUM JAPONICUM 'TEXANUM' PHOTINIA FRASERI PHORMIUM TENAX 'BRONZE BABY' PITTOSPORUM TOBIRA PITTOSPORUM TOBIRA WHEELER'S DWARF RHAPHIOLEPSIS INDICA 'BALLERINA' SCHEFFLERAPUECKLERI THUJA OCCJDENTALIS ---COMMON NAME --SIZE QUANTITY Queen Palm 15 Gallon 6 Queen Palm 24" Box 6 COMMON NAME .. SIZE QUANTITY Camphor Tree Low Branching Carrot Wood Tree Multi trunk Tasmanian Tree Fem Chinese Flame Tree Fern.Pine Carolina Laurel Cherry Giant Bird of Paradise 24 .. Box 3 15 Gallon 3 15 Gallon 4 15 Galloo 2 15 Gallon 4 15 Gallon 4 15 Gallon 2 See Detail D, Sheet PD-2 See Detail D, Sheet PD-2 DETAIL-cc See Detail A, Sheet PD-2 See Detail A, Sheet PD-2 See Detail B, Sheet PD-2 See Detail A, Sheet PD-2 See Detail A, Sheet PD-2 See Detail A, Sheet PD-2 See Detail B, Sheet PD-2 COMMON NAME " SIZE QUANTITY . DETAIL Silver King Mother Fem Clivia Daylily Japanese Privet Photinia New Zealand Flax Pittosporum Wheeler's Dwarf Indiao Hawthorn Schefllera American Arborvitae 1 Gallon 1 Gallon 1 Gallon I Gallon 5 Galloo 5 Gallon 5 Gallon 5 Gallon 5 Gallon I Gallon 5 Gallon 15 Gallon 5 Gallon 22 44 94 25 23 28 8 13 42 14 71 4 10 See Detail B, Sheet PD-2 See Detail B, Sheet PD-2 See Detail B, Sheet PD-2 See Detail B, Sheet PD-2 See Detail B, Sheet PD-2 See Detail B, Sheet PD-2 See Detail B, Sheet PD-2 See Detail B, Sheet PD-2 See Detail B, Sheet PD-2 See Detail B, Sheet PD-2 See Detail B, Sheet PD-2 See Detail B, Sheet PD-2 See Detail B, Sheet PD-2 • ~--_, -'"-· -. - ToPIA L••tlse•pe Arebitect1n.,.Pbn11iag 9#1.Wq,bStleet:sinte.UO-" -s...Diego.c.Hfomia.nm - Tel: BSS.458.0555 ---p.,,, 8SU58".115~ A Califonii• Co,pondJon PLANTING LEGEND (CONTINUED): VINES: SYMBOL BOTANICAL NAME COMMONNAME •• CL YTOSTOMA CALLISTEGIOIDES Violet Trumpet Vine GROUNDCOVER: SYMBOi: BOTANICAL NAME -· -., COMMONNAME GAZANIA HYBRID Trailing Gazania -Yellow SOLEIROLIA SOLEIROLII Baby's Tears TURF: SYMBOL BOTANICALNAME COMMONNAME MARTI-ION 11-E TURF 11\ -•·.-,-.·-' --.-_ - SIZE QUANTITY DETAIL 5 Gallon 4 -•. -.. SIZE . Flats@ 12"0.C. Flats@ 12"O.C. SIZE SEEDED See Detail C, Sheet PD-2 DETAIL See Detail E, Sheet PD-2 See Detail E, Sheet PD-2 APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PR[C!S[ LOCA T!ON OF PLANTING AREA. "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE fSHml CITY OF CARLSBAD ~ l---+---+--------------------+------1----1------l------l L__!U PLANNING DIVISION L__!_U ::==::::'....'::==================='--'==== PLANTING NOTES AND LEGEND FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 58 I APPROVED: PLANNING ~lj q, £::1\-o'.ft DA TE INlTlAL DESIGNER OF WORK REVISION DESCRIPTION OWN BY: AA PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: MK CT.03-02 OTHER APPROVAL CITY APPROVAL RVWD BY: MK DRAWING NO. 428-9W C.M.W.D. PD-1 1. ·l , A E MIN. -+-lc----------------{5 LEGEND I. FINISH GRADE 2. TEMP.WATERINGBASIN 3. FINISH GRADE. SET TOP OF ROOTBALL I" ABOVE GRADE 4. 2"-3" LAYER MULCH MATERIAL 5. 2"x2"x3'--0" REDWOOD STAKE. SET FLUSH TO GRADE. 6. AMENDED SOIL 7. NATIVE SOIL (COMPACTED) NOTE: INSTALL DEEP ROOT BARRIERS WHEN TREES ARE WITHIN 4' OF HARDSCAPE. TREE PLANTING DETAIL 21-----~ 11----~ EDGE OF PAVING, WALK, WALL, ETC. 11lb~1 11=31T=1T-~ll:rl!'rTI 1 11,WmJln'/bljjjl!l~* 3>----~ 41-------- 1. 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. GROUNDCOVER PLANTING DETAIL N.T.S. N.T.S. F I ½XROOT BALL DIA. J i< LEGEND I J----, I. FINISH GRADE 2. TEMP. WATERING BASIN ~------2 ------(5 ------(6 3. FINISH GRADE. SET TOP OF ROOTBALL I" ABOVE GRADE ~----------< 7 4. 2"-3"LAYERMULCHMATERIAL 5. FERTILIZER TABLETSPERPLANTINGNOTES. 6. AMENDED SOIL 7. NATIVE SOIL (COMPACTED) NOTE: INSTALL DEEP ROOT BARRIERS WHEN TREES ARE WITHIN 4' OF HARDSCAPE. SHRUB PLANTING DETAIL Linear Style Planting with DeepRoot Barriers Detennine the correct number of panels to be used. Depending upon the actual planting pion and the number of trees involved the length of linear barrier wi11 vary, but as a generol rule of thumb toke the anticipated mature canopy diometer of the tree and add 2 feet (61cm). This will be the number of feet necessary for o Linear style planting application. {See chart below.} A. Choose the barrier that best suits the oppITcation. Generally if a sidewalk, patio or driveway is to be protected, 1a• (46cm) (UB 18-2) Is sufficient depth with 12" (30cm) (LB 12-2) as on alternate choice for non-aggressive, deeper rooting trees. However for curb and gutter protection or more agressive roots 24• (61cm) {UB 24-2) is generally the better choice. B. Dig the trench to the depth based upon the particular barrier chosen. C. Next place the borrier in the trench with the vertical ribs facing toward the tree and align in o straight fashion. It is helpful to ploce the barrier ogoinst the hordscope. Use the hordscope as a guide ond bockftll against the barriers to promote a clean smooth frt to the hardscope. Be sure to keep the barrier's double top edge at least 1;2• (13mm) above grade to ensure roots do not grow over the top. For a simple fonnula to determine the quantity of panels required for a Linear application use: Estimated Diameter of the Tree Canopy ot Maturity + 2' (61cm) = Length of Barrier per Side. For One Side of Tree Expected Tree Canopy at Maturity Feet of Barrier 12' 13.6ml Dia. +2' !61cml = 14' 14.2ml 18' 5.5m Dia. +2' 61cm = 20' 6.1 m 24' 7 . .'3m Dio. +2' 61cm = 26' 7.9m Packaging: Number of Panels 7 Panels 10 Ponefs 1.'3 Panels LB 12-2 UB 18-2 UB 24-2 40 panels ~80' 6near ft~/ Corton 26 panels 52' linear ft / Corton 20 panels 40' linear ft / Carton Line con be separated at any two foot interval. Sidewalk •••• C,rt> DeepRoot Barrier D. Plant the tree(s). The Linear style offera a more expansive rooting growth area, however adverse soil and drainoge concfitions may exist in the actual planting areo. Toke steps to ensure healthy growth of the tree at planting. Consult with a local Arborist for planting tips and recommendations. E. If stoking or guying is required we recommend using the soft, safe and economical alternative to truditional wire and hose, Arborlie (see www.deeproolcom for details). F. If the tree(s) will be subject to maintenance work such as lawn mowing or weed trimming we strongly recommend the installation of ArborGard+ Tree Trunk Protectors which are placed around the base of young trees to protect them from damage by weed trimmers, lawn mowers and small rodents. (See www deeproot com) For additional infonnotion please visit our website ot www.deeproot.com For information regarding distributora please call: 1 800 ILV ROOT (458.7668). For help with drainage or other difficult installation questions please call DeepRoot Technical Support at 1 800 ROOT TEK (766.8835). M rrttfe as one side of the tree may need barrier for root direction as there may be no hordscope elsewhere requiring protection. DeepRoot LB 12-2, UB 18-2 or UB 24-2 Sidewalk d d dd d d d Ground Locks Top of Deeproot Barrier Must be ot least 1 /2• (13mm) above Grode N.T.S. C ROOT BARRIER DETAIL N.T.S. --\) --\ !~--, 3 4 5 =--mW ~1/Jl11 rrt 11 6 l--------+-2-•x WIDTH OFROOTBALL I. FINISH GRADE. 2. WATERRETENTIONBASIN-4"HIGH 3. FERTILIZER TABLETS PER PLANTING NOTES. 4. BACKFILL MIX PER PLANTING NOTES. 5. MOUND BOTTUM OF HOLE. -PUDDLE AND SETTLE BACKFILL PR1OR TO PLACEMENT OF PLANT. 6. NATIVE SOIL 8 7. REMOVE NURSERY STAKE FROM VINE AND ESPALIER AGAINST W ALUFENCE. 8. SECURE/ATTACH MAIN VINE BRANCHES TOW ALilFENCE WITH APPROPR1ATE TWIST TIE FASTENERS. VINE PLANTING DETAIL • -'-,• '·,_, -•--.. - ToPIA Lan doc ape Arch i tectvu, Phn.-in g' 9444W"PlesS-.Suile470 Se Diegn . Csliftnrio, 92121 Tel, 858.'.'IS8,~55 FQ:: llSU58.0S54 A Califo:tma (:o,pnlion 11\ DATE INITIAL N.T.S. D REVISION DESCRIPTION J/111 CD I'~) t11 2 1 11> .,.,..,. 11_-.---.---.-_.----.--.-~------r =i -TTiJ:I:ImllC:-----II:.-I~ 2' 2' MIN. MIN. LEGEND: I. PALM TRUNK (SKINNED) 2. 6" HIGH MOUND FOR WATER BASIN 3. PALM ROOT BALL 4. (2) -4" PERFORATED PVC STANDPIPE WITH FILTERFABR1C SOCKAND4" DRAIN CAP 5. NATIVE SOIL 6. 3/4" WASHED CRUSHED AGGREGATE 7. SAND BACKFILL COMPACTED NOTES: I. ALL PALMS SHALL BE TRIMMED AND TIED PR1OR 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 N.T.S. APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD m 5 PLANNING DIVISION 5 PLANTING DETAIIB FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II ~ VILLA 58 I APPROVED: r<td 1 fu:-t:1i-,,,,tJ I -i-rz..-1-t PLANNING OWN BY: AA PROJECT NO. DRAWING NO. DATE INITIAL DATE IN!TIAL CHKD BY: MK ... -' .,., -' -0 ~ ~ • -----------------------------------------------------------------------------------------------------~ DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: MK CT.03-02 428-9W C.M.W.D. ____ _ PD-2