Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
DWG 428-9U; CT 03-02; MARBRISA PHASE II VILLA 69; 01-15
I, LANDSCAPE CONSTRUCTION PLANS FOR CITY . OF . OCEANSIDE 711 . z, PROJE CITY OF VISTA CARLSBAD RANCH, PLANNING AREA 5 RESORT SITE -MARBRISA PHASE II CARLSBAD, CALIFORNIA .,_o~ . ~ CITY OF wy SAN 1<0~ _ -\ MARCOS _f PACIFIC OCEAN 1%i~«""'·1/i·:to~·r~}J /Av'f"'--J"" CITY Of ENCINITAS VICINITY MAP KEYMAP DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROIECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROIECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. IUNDERSTANDTHATTHE CHECK OF PROIBCT DRAWINGS AND SPECIFICATIONSBYTHE CITY OF CARLSBAD AND SAN ])]EGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFOIU,4ANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO L SCAPING. BY: HON NO: REGISTRATION NO: -:2-ft1/.e EXPIRATION DATE: __ t:J_'J-+1/_]/_fi_'/_( ____ _ 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 IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. BY: PHONE ( <fQJ) REGISTRATION NO: INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFOR.\IBD BY THE LANDSCAPE ARCHITECT OF WORK, OR liJS 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 SUBMrITING THE "CERT!flCATION OF COMl'LETION" 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 SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GNEN TO THE CITY AND THE CARLSBAD MUNICll'AL WATER DISTRICT. Pll'E BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFWW TESTERS CAN BE FOUND ON U!E ClTY Vl'EB SITE AT: HTI.P://WWW.CARLSBADCA.GOV/SERVICES/DEPARTMENTSIWATER/DOCUMENTS/RECYCLEDWATERBACKFLOWTESTERLIST.PDF FOR RECYCLED OR HTTP://WWW.CARLSBADCA.GOV/SERVICES/DEP ARTMENTSIWATER/DOCUMENTS/WATERBACKFLOWTESTERLIST.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 UTIL!TIFS (ABOVE & BELOW GR.ADE) FROM INVASIVE PLANT GROWTH AND ROOTS. NOT TO SCALE c..S'L BE REQUIRED TO BE FINAL AS-BUILT PLANS WILL REVIEWED AND APPROVED BY MYLARS WILL Bll REQUIRED· SIGNED TO THE CITY PRIOR T ■ ToPIA.· 9444 W"l'I°" S!r<d.. Suit.470 Sm, Diego. Colifunµa. 92121 Td: &5E,4!i8,Wi.$j Fu· R5R.45KP~.W A CulLfomia pi:Jiwatiliil THE CITY AND FINAL rOBJlAPPROVEDAND 0 SECURITIES RELEASE. /1\ DATE INITIAL DESIGN[R OF WORK DRAWING INDEX . . . SHEET TITLE SHEET NUMBER N 00 I COVER SHEET............................................................................................................................. I CONSTRUCTION PLANS............................................................................................................. 2 M ' CONSTRUCTION NOTES AND REFERENCES........................................................................... 3 CONSTRUCTION DETAILS ......................................................................................................... 4 RECYCLED WATER COVER SHEET.......................................................................................... 5 IRRIGATION MAINLINE MASTER PLAN I PROJECT MAP..................................................... 6 0 N IRRIGATION PLANS ............................................................................................................ 7 through 8 IRRIGATION NOTES AND LEGEND.......................................................................................... 9 IRRIGATION DETAILS ....................................................................................................... JO through 11 PLANTING PLANS .............................................................................................................. 12 through 13 PLANTING NOTES A.VD 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/O LEGO California, Inc. 1 Lego Drive Carlsbad, California 92008 Contact: Mr. John Jakobsen DESIGN ARCHITECT: KITAbayashi Design Studio 517 Fourth Avenue, Suite 401 San Diego, California 92101 619. 232.9116 Contact: Mr. Derek Kitabayashi ARCHITECT OF RECORD: Nogle Onufer Associates Architects 2398 San Diego Avenue San Diego, California 9 2110 619.297. 8066 Contact: Mr. Russ Onufer PROJECT MANAGER: CIVIL ENGINEER/ LAND SURVEYOR: Grand Pacific Resorts, Inc. 5900 Pasteur Court, Suite 200 Carlsbad, California 92008 760. 431. 8500 Contact: Mr. Tilnothy Stripe ENTITLEMENTS l\fANAGER: Hofinan Planning Associates 5900 Pasteur Court, Suite 150 Carlsbad, California 92008 760. 438. 1465 Contact: Mr. Bill Hofinan DIGA -~RT ___ .,._ -------,. DIAL TOLL FREE ,., 1-800-422-4133 I AT LB>.ST n\'O DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Excel Engineering 440 State Place Escondido, California 92029 760. 745. 8118 Contact: Mr. Mike Levin LANDSCAPE ARCHITECT: ToPIA 9444 Waples Street, Suite 470 San Diego, California 92121 858. 458. 0555 Contact: Mr. Michael Kato APPROVED /RR/GA TION ANO ONLY, INCLUDING FOR PLANTING PRECISE LOCA T/ON OF PLANTING AREA. "AS BUil T" RCE EXP DATE REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF CARLSBAD) ISHE(TS] PLANNl'IJG DIVISION 15 COVER SHEET FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBR!SA PHASE II -VILLA 69 I APPROVED: 1~:.-t ( fu ~1~-lr I "j' · I ~. I "') Pl ANNING DWN BY: AA PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: MK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: MK CT.03-02 428-9U ,,., rl 0 ~ 0 ~ ~ ~ ____________________________________________________________________________________________________________________________________ _.,,., C.M.W.D. -----C0-1 ------·--------- I I N . \ ' j -, _, ,_ .. : I ' . ·'' ' . ~ .. -. __. I ToP lA .··· L11 n d •cape Ar olli fo~hu.l'i1rn11in1 9444 W11f11"" St~ _Suj1c~10 9"" Dioao . Califuruia, 91.12} Tul; H5~.1,l~.0~~ Fin; ti!IK.458.0$$4 NOTES I. FOR CONSTRUCTION REFERENCES AND NOTES, SEE SHEET C-2. 2. FOR CONSTRUCTION DETAILS, SEE SHEET CD-I. 1 I I S~ET I APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREA. "AS BU IL T" RCE EXP. DATE REVIEWED BY: !.~SPECTOR DATE CITY OF CARLSBAD m PLANNING DIVISION 5 CONSTRUCTION PLANS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 69 i1-<l l &r-~\\~:lt--~;::=.,,_=r~.=-~~::::::::i ~ APPROVED: rLANNING OWN BY: .±]AA PROJECT ND. DRAWING NO. >'lv., DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY MK ::;i L ______________________________________________________ 0 ____ 2'_'0 ____ 4'_ 0 ____ 6i_ 0 ____ 8,_'0 __________ l;;;;;;;;;A;;;Ccl;;;•fo•;~;-"";;;.· .;;;.oo;;;;;;;;;;~~D;E;SIG;N;ER;;OF;;;W;D;RK:.;;;;;;;;;;;;;;;;R;;;E;;;V;;;I S;;;I O;;;N;;;;;D;;;E;;;S;;;C;;;R;;;I P;;;;T;;;;, O;;;;N;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:O:TH:E:R :AP:P;RO;V;AL;;;;:;C;IT;;;;Y :AP:P;RO;V;AL~~R~V~WD~B~Y; •. ;.;M;K;;;;;;;;C;T;;. 0;3;;-0;;2;;;::4;2;;8;-;9;U~~ ~ C.M.W.D. ----C-1 -~U .. J ---. . ---.-_• -- A. ALL DNENSJONS ARE TAKEN FROM CURB FACE OR EDGE OF PAVING, UNLESS OTHERWTSE NOTED ON PLAN. THE DIMENSIONS ARE SHOWN FOR APPROXIMATE LINE AND ALL RADII AND CURVES ARE TO HA VE CONTINUOUS AND SMOOTH TRA}/SITIONS WITHOUT ABRUPT CHANGES OR BENDS. B. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCl-!ITECT PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE). C. D, CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. CONTRACTOR SlLALL NOTE AND INSTALL SLEEVE LOCATIONS SHOWN ON IRRIGATION PLAN AND CONSTRUCTION PLANS. E. F. G, H. I. 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 DE DROUGIIT TO TIIE ATTENTION OF THE LANDSCAPE ARCHITECT. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITJONS AND S!TE COND!TlONS J:!El•ORE ST AR TING WORK. LANDSCAPE ARCHlTECT SHALL BE NOTiflED !MMEDIATEL Y OF ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED SIMILAR TO THE DETAILS FOR THE RESPECTIVE MATERIALS. THE ORA WINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. _ALL BRACING, TEMPORARY SUPPORTS SHORING, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERV ATI0:-.1 VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE INSPECTION OF CONSTRUCTION METI10DS AND SAFETY CONDITIONS AT THE WORKSITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. J. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTIIER THAN THOSE DESCRIBED BELOW OR INDICATED ON THE DR.I\. WINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE OWNER. LANDSCAPE ARCl-!ITECT AND THE APPLICABLE GOVER."IING CODE AUTIIORITY. ]{_ PRIOR TO THE START OF ANY LANDSCAPE CONSTRUCTION OF 'VILLA 69' THE LANDSCAPE CONTRACTOR SHALL EVALUATE THE EXISTING A OJ A CENT LANDSCAPE INSTALLATION A ND ITS INTERFACE WITH THE 'VILLA 69' LANDSCAPE DOCUMENTS. THE LANDSCAPE CONTRACTOR SHALL PROVIDE TO THE LANDSCAPE ARCHITECT AN ITEMIZED LIST OF ALL RELATED LANDSCAPE WORK THAT NEEDS TO BE ADJUSTED AS A RESULT OF THE 'VILLA 69' LANDSCAPE DOCUMF.NTS. THESE PLANS REPRESENT THE BIDDING AND CONSTRUCTION ITEMS THAT ONLY RELATES TO THE LANDSCAPE, I.E. HARDSCAPE, JRRIGATION AND PLAN=G. FOR BIDDING AND CONSTRUCTION ITEMS AS RELATED TO ARCHITECTURAi., CIVlL, ELECTRICAL, PLUMBING, MECHANICAL AND STRUCTURAL, THE CONTRACTOR SHALL REFER TO THEIR RESPECTIVE PLANS FOR DETAILED INFORMATION. ALTHOUGH THE ABOVE CONSULTANTS !!\'FORMATION IS REFLECTED ON TOPIA'S PLAN, THIS INFORMATION IS SHOWN FOR REFERENCE ONLY. To PIA Lnn ds cape A I cb i i~ctu •~. Pl un:i, ins !114-l VhplCal> St,,<,!: ~\1111>470 s ... Dies~ . c,JiJi~11)ia. !r,!121. TeJ-H.'iR.4.'iH.flSj$ FIi"; SjB.~58.0)54 A C,,lifomla C.nJ'nf!!liJ!I 0 INST ALL 3-1/2" THlCK CONCRETE PA VINO PER DETAIL A, SHEET CD-I. MA NUF ACTlmE COLOR I FINISH AVAILABLE THRU NATURAL COLORED CONCRETE TO MATCH PAVING AT THE SHERATON HOTEL FINISH TO BE RETARDANT TO MATCH PA VINO AT TIIE SHERATON HOTEL NIA 0 0 0 INSTALL EXPANSION JOINT PER DETAIL A, SHEET CD-I. CAULKING: MANUFACTURE COLOR I FINISH NIA MATCH ADJACENT PAVING COLOR AND RAKE WITH SILICA SAND INST ALL WEAKENED PLANE JOINT PER DETAIL A, SHEET CD-I. JNSTALL 3-1/2" THICK CONCRETE PAVING AT UTILITY PAD PERDETAILA, SHEET CD-I. l>fANUFACTURE COLOR I FINISH AVAILABLE THRU NIA AVAILABLE T1IRU NATIJRAL COWRED CONCRETE TO MATCH PA VINO AT EXISTING VILLA UNITS NIA FINISH TO BE RETARDANT TO MATCH PAVING AT EXISTING VILLA UNITS 0 INSTALL 3-112" THICK CONCRETE PAVING AT VILLA PATIO PER DETAILS AAND B, SHEET CD-I. MANUFACTURE COLOR I FINISH AVAILABLE THRU NATURAL COWRED CONCRETE TO MATCH PAVING AT EXISTING VILLA UNITS FINISH TO BE RETARDANT TO MATCH PAVING AT EXISTING VILLA UNITS NIA APPROVED FOR /RR/GA TION AND PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" DATE REVIEWED BY: INSPECTOR DATE I----+--+'--" 1 1'..l,__ ______________ -_ --t--_-_--+--t-_-----=--+-----------t----_---_,-~ 11 c IT~LA~!G ~!~:SB AD_ ~ 1---1---+------------------t----------+---. CONSTRUCTION NOTES AND REFERENCES FOR: 1---1---+----------------CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 69 1---+---+-------------------- 1---+---+-------------------e---+--_,___,____, 1-AP_P_Ro_vE_D_, _FfJ_·~-&i-~--~-l-~_t___ q,, ~-,-:o, I PLANNING -----------+----+----+---+----I ~===::;::;::=::::;:::;=:::;-;========:;;:::=====: 1-~~+-=cc-+-------------------------+-----1---+----+-----I DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: -~A~A~ CHKD BY: -~MK~ RVWD BY: MK C.M.W.D. PROJECT NO_ CT.03-02 ------ DRAWING NO. 428-9U C-2 ,-j --- I '~"'i----------------; I CD 0 0 0 0 © 0 FACE OF BUILDING OR WALL. 1/S" WIDE X 1/3 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 &'-ID FINISHES. 2. FOR CONCRETE PAVING THAT IS FOR VEHICULAR USE, CONCRETE DEPTH SHALL BE 6". #4 REBARS@ 16" 0.C. IN BOTH DIRECTIONS ELEVATED 0)1 CHAIRS CENTERED IN SLAB. 1/2" THICK FULL DEPTH FELT EXPANSION BOARD WITH EXPANDABLE CAULKING. COLOR TO MATCH PAVING. RAKE WITH SILICA SAND COATING. COMP ACTED SUB BASE PER SOIL ENGINEER'S RECOMMENDATION. I I . I __ ·.·, •' -·-._· ::_ . . . -; -- I I .: ~•I• --I . . . I -~~ -. ·--. I .. -, . .. . . . ·--. AJ TYPICAL CONCRETE PAVING 1"=1'-0" 'B TYPICAL CONCRETE PATIO AT BUILDING 1, VILLA/ SALES r I .• : I I I. 11. .. ~ 2(r----t+i'lu· .... IJ • I ,. ' ~--· . ~.-. ' .. ~·';. -<•·· •.,: : .->:, 3-~------tct-frl--. __ ,---'c. ~--~~~~. ~---~--c-:~-- ,..,~ '· ·--- t 2 ~ ' •,:_,~ ,~~. I (D INSTALL 3-1/2" THICK NATURAL COLORED CONCRETE WITH RETARDANT FINISH. ARCHITECTURAL TOPPING TO BE APPLIED TO SLAB. SEE ARCHITECTURAL PLANS. @ EXPANSION JOINT SEE DETAIL A, SHEET CD-I @ WEAKEN PLANE JOINT SEE DETAIL A, SHEET CD-1 ToPIA ' •' I I N.T.S. I S~ET I APPROVED FOR /RR/GA TION ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION or PLAN !ING ARFA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY 0}' CARLSBAD I SH~~TS I PLANNING DIVISION CONSTRUCTION DETAILS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 59 APPROVED: 9444 WOl'les S:lr~, Slliio 470 Sltl DIO_IID. Coliftimla.Jlllll Tel. 858.458.0555 Fu; E5M58.(IS~ 1-i~\ &-1£.L\_;,-\t~----"1,1.-..-I'? I ~ 1----1--+---------------+--t--+--t----J ~P=LA~N~Nl~NG~~-.. ·;_· :.=======:::;-;::=====;· ~ OWN BY: AA PROJECT ND. DRAWING NO. ~ L _______________________________________________________________________________ _l;;;;;;;;;;A;;;ru;;;,c.ru;~~c:,.;;;ru;;;" 00 ;;;;;;;;;;~~D;E;;:;:;:R;;;O~;;;Nl:;l~;~K;!;;;;;;;;;;;;;;;;R;;;E;;;V;;;IS;;;IO;;;N;;;;;D;;;E;;;S;;;C;;;R;;;IP;;;T;;;IO;;;N;;;;;;;;;;;;;;;;;;;;;O;~H;A:;:;AP;P;l;O;l:;:~;!;;~;~IT;;;;;AP;P;l;O;l:;:~=~~~~~~~g~~~~='. =-=~:~;;;;;;:C:T=.Q=3=-Q=2===4=2=8=-=9~LJ~~ ~ C.M.W.D. ----CD-I GENERAL NOTES RECYCLED \VATER NOTES I. ALL WORK SHALL BE DONE JN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKJNG WATER FOUNTAlNS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAlNST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO TIIB BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTJNG. 4. HOSE BIBS ARE STRICTLY PROJ-IIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROJ-IIBITED. RECYCLED WATER SYSTEM (PRIVATE) CARLSBAD RANCH, PLANNING AREA 5 RESORT SITE -MARBRISA PHASE II SIGNAGE NOTES . SHEET INDEX SliEET TITLE SHEET NUMBER TffLE SHEET................................................................................................ 5 IRRIGATION MAINLINE MASTER PLAN I PROJECT MAP ....................... 6 IRRIGATION PLA.lvS ............................................................................ 7 through 8 IRRIGATION NOTES AND LEGElvD ........................................................... 9 IRRIGATION DETAILS ...................................................................... IO through 11 -------·-··-~------- N 00 I M ; 0 N 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. THE FOLLOWING GUIDELINllS FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE TI-IEY ARE EASILY VISIBLE. PLACE ON 8-1/2"X I I" SIZED SIGN. PROJECT MAP 7. 8. 9. 10. I I. 12. 13. 14. 15. 16. 17. ALL MAINLINE PIPES SHALL HA VE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM I 0:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION \\'ITJ-1 DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTIIORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:DO P.M. TO 6:00 A.M. BURIAL OF ALL WIRING AND PIPING SHALL MEET CITY OF CARLSBAD WATER DISTRICTS RULES AND REGULATIONS NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY \\'IND BLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROJ-IIBITED. IRRIGATION HEADS SHALL IlE 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 TIIE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VAL VE BOXES, F.TC.) SHALL RE COLOR-CODF.D PURPLE PER AWWA OJJJDELINES AND SECTION 116815 OF TIIB CALIFORNIA HEALTH AND SAFETY CODE. ii.LL IRRIGATION PIPE SHALL BE STENCILED WITH WARNING, ''NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOW ARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLEDWATERAND SEWER LINES SIIOULDBE PLACEDAMINIMUMOFFOURFEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURF ACES, NOT PIPE CENTERLINES. CONSTANT PRESSURE RECYCLED WATER LINllS SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN ATLEASTTWELVEINCHESCROSSING SEPARATION BETWEEN OTHER UTILITIES. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUSTBEINSTALLEDAilOVEA POTABLEWATERLINEORLESS THAN TWELVE INCHESBELOWAPOTABLEWATERLINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CON'NECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEF ARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. I. GU]l)RLINF.S FOR RECYCLED WATER USE A. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MA."IUALLY 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 PONDL'lG. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOJL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL L'IFILTRATION RATE PRESENT. THIS PROCEDURE MAY llE FACILITATED BY TIIE EfflClliNT SCHEDULING OF THE ALTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOT AL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE 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 .MA.INT AIN THE SYSTEM TO MINIMIZE EQUIPMEKT AND MATERIAL FAIL URE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR JS RESPONSIBLE FOR RDUCA TING RACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCI' PERSONNEL MUST RR INFORMED THAT WATER JS FOR IRRIGATION PIJRPOSES ONLY ANDIS NOT APPROVED FOR DRINKJNG OR FOR HAND AND TOOL WASHING, ETC. F. ODTAlN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY !'RIV ATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, HIE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE \\'ITH DISTRICT STANDARDS. I. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL RE TAGGED WITH IDRNTIFICA TION TAGS. A. TAGS SHALL BE \VEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITHTHEWORDS"WAR.'IING RECYCLED WATER-DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA-NO TOM AR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK TN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATf ACHED TO EACH VAL VE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WR.AP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WR.AP OR 3. ATTACH TO VALVE COVER WITHEXISTINGVALVECOVERBOLT. 2. ALL SPRINKLER HEADS SJ-I.ALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. LEGEND ® POTABLE WATER METER ® RECYCLED WATER METER ~ BACKFLOW PREVENTION DEVICE INSTALL PER CMWD POTABLE WATERLINE R"' " RECYCLED WATERLINE RG RECYCLED WATER PRESSURE SUPPLY LINE FS FIRE SERVICE LINE IZZI RECYCLED WATER USE AREA ~ DO NOT DRINK SIGN NOTE: -OUTDOOR EATING AREA (PROTECTED AGAINST CON- TACT \\'ITII RECYCLED WATER) SITE TOO LARGE TO SHOW IN THIS AREA. SEE SHEET 1-0.0 FOR PROJECT MAP/IRR.IGATION MAINLINE MASTER PLAN WATER EFFICIENT LANDSCAPE DECl,ARATION: I AM FAMILIAR \\'ITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MAND.AL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HA VE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND TIIE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLE.MENTS THOSE •GULATI TO PROVIDE EFFICIENT USE OF WATER. BY: REGISTRATION NO: EXPIRATION DATE: _:lf?:_'3::;,./L!:'il+dL..c..{_' ___ _ i ✓ JNSPECTION PROCEDURES: . NOT TO SCALE INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICA TJONS FOR THE SCI-IEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLO\\'ING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INST_ALLATION HAS BEEN COMPLETED BY SUBMITTING TIIB "CERTIFICATION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. FAX THE "CERTIFICATION OF COMPLETION" FORM TO (760) 944-8943. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602. 21. WIIBN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL IlE DESIGNATED IN WRITING. THIS INDl\'IDUAL SIIALL DE FAMILIAR WITH PLUMBING SYSTEM WITIIJN TIIE PROPERTY, WITH Tiffi BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND TlfE SPECI.FIC REQUIREMENTS OF A RECYCLED WATER SYSTE.'vl. COPlliS OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. G. EACH AUTOMATIC CONTROLLER AND ITS ASSOCLATED EQUIPMENT SHALL llE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS I" HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZJNG THE EQUIP.MENT. CITY OF OCEANSIDE IN CASE OF EMERGENCY CONTACT ALLEN PRIDA AT (619) 498-2900 OR AfTER HOURS CONTACT ALLEN PRIDA AT (619) 498-2900 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAlNSINCLUDINGFIREMA!NSA."IDANY WATER WELLS AND WA TRR COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON TIIB PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRl1\1<ING FOUNTAlNS AND/OR DESIGN A TED OUTDOOR EATING AREAS ON THE SITE. 24. A PHYSICAL SEPARATION SIIALL DE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATERANDPOTABLEWATER. SEPARATION SHALLBEPROVIDEDBY DISTANCE, CONCRETE MOW STRIPS OR OTIIBR APPROVED METHODS. 25. ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT http://www.carlsbadca.gov/seivices/departments/water/Documents/ rccyclcdwaterbackflowtesterlist.pdf for recycled or http://wwv,.-.carlsbadca.gov/scrvices/ departments/water/Documents/waterbacktlmvtcsterlist.pdffor _pot.able nr call 438-2722. 26. WHEN A CROSS CONNECTION SIIUTDOWN TEST IS REQUIRED, CONTRACTOR SHALL FOLLOW TIIE SIIUTDOWN TEST METHODOLOGY OF "METHOD I" PER THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH'S RECYCLED WATER MANUAL. BLACK LOG07 12" X 36" SIZE --------~PURPLE BACKROUND / ~1• BLACK LETTERS 36" / (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR 1'' BLACK LETTERS 2" BLACK LETTERS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS DECLARATION 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 JN SECTION 6703 OF THE BUSNESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRL'IT STA."IDARDS. IIJNDERSTANDTHATTHE CHECK OF PROJECT DRAWJNGS AND SPECI.FICATIONSBYTHE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS TI-IE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLA.."IS HA VE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH Tiffi APPROVED LANSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPLl\JG. Fl~ &ADDRESS: PHONE NO: < 8'=13 l -<453-o55S REGISTRATION NO: ,;2, /4,,;, EXPIRATION DATE: _0_3,_/3~/+.l~J~S ____ _ DI RT In Order to Conserve Water ... DIAL TOLL FREE 1-800-422-4133 RECYCLED WATER IN USE DO NOT DRINK NO TOME EL AGUA AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA INSPECTION PROCEDURES 1. DISTRICT CONSTRUCTION JNSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZOKTALL Y AND VERTICALLY). B. PIPE IDENTIFICATION. C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. AN APPROVAL LETTER REGARDING HIE INSPECTION OF TIIB PROJECT SHALL BE OBTAlNED FROM TIIB CITY AND HIE DISTRICT, AND BE FORWARDED TO THE COUNTY IIBALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCUIDE: A. SJGNAGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. C. TAGGL'lG OF V.ALVES. D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT Al'l'ROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING 'w'JNDBWWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF .ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, bTC. H. CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMJNATED CHARTS INSIDE EACH CONTROLLER. 3. M'NUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION TIIAT WILL COVER A-I OF HIE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGLl\JEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. HIGHWAY 78 PROJECT SITE~ PACIFIC OCEAN NOT TO SCALE CITY OF VISTA CITY OF ENCINITAS VICINITY MAP APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONl1ENTAL HEALTH LAND AN;J WATER QUALITY DIVISION ~~ GI [NN LEEKS ENVIRONMf_NlAL HF.AL fH 5PFCIALIST "AS BUil T" TITLE REVIEWED BY: INSPECTOR DATE DATE DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 5 CITY OF CARLSBAD PLANNING DIVISION 15 SHEETS ~+----+---+-----< PRIVATE (ONSITE) RE.CYCLl:.D _____ -J-__ ,._ _ _._ __ _,_ _ ___, WATER SYSTEM FOR: l----+---1--------------------. CARLSBAD RANCH, PLANNING AREA NO. 5 WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR 18" X 18" SIZE . 032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS CARLSBAD \AUNICIPAL WATER DISTRICT ~~~G(Z8/r3 WILLIAM E. PLUMMER DA TE DEPUTY CITY ENGINEER R.C.E.28176 EXP. 03/31/2014 DEVELOPERS NAME: ------------~ ADDRESS: TELEPHONE: DATE PLAN PREPARED: __________ _ BY: DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL MARBRISA PHASE II -VILLA 69 APPROVED l~i 4 ~\_.;--tt "1 · 1'°>·1~ PLANNING DATE DRWN BY, AA PROJECT ~O. ORA.WING NO . DATE INITIAL CITY APPROVAL CHCKD BY: MK CT.03-02 428-9U ---- i ~ -----------------------------------------------------------------------------------------------"' I-0 METER TNfQRMA T METER NO .. METER SIZE:\ STATIC PRESS TR <\ 73.0 PST, METER TYPE: POTABL METERINFO METERNO.: NOTE: NO NEW WATER METERS, MATh'LINE, BACKFLOW PREVENTERS, GATE VALVES OR OUTDOOR EATING AREAS IN THIS SUBMITTAL ■ ToPIA HIDDE NOTE: FOR ADDITIONAL METER INFORMATION INCLUDING POINT OF CONNECTION, STATIC PRESSURE AND ADDITIONAL IRRIGATION EQUIPMENT SUCH AS BACKFLOW PREVENTER, MASTER VAL VE AND FLOW METER NO.: R2 METER SIZE: 2" METER ELEVATION: 197 STATIC PRESSURE: 80.41 PSI METER TYPE: RECYCLED STREET STATIONING: 42+93.08 LEGEND: -.a,--· ,_ SYMBOL • -·-·-·-·-·- ···········--···· -•••••• ■ • - uunn1uuuuuu,unu1111 u1 ml IEil lEil []JJ cm ►◄ -------- NE\V "DO NOT DRINK" SIGNAGE FOR MARBRISA PHASE II -VILLA 69 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 ANDPlfASE 1 EXISTING TEMPORARY CONNECTION TO FIRE I-IYDRANT (FUTURE CONNECTION TO METER Rl) EXISTING POTABLE P.O.C. / WATER METER (3 TOTAL) EXISTING RECYCLED P.O.C. / \VATER METER (2 TOTAL) EXISTING IRRIGATION GATE VALVE EXISTING "DO NOT DRINK" SIGNAGE EXISTING RECYCLED WATER MAINLINE SLEEVING FOR STREET CROSSING AREAS PROPOSED FOR RECYCLED WATER LIMIT OF WORK APPROVED /RR/GA TION AND ONLY, INCLUDING FOR PLANTING PRECISE LOCATION OF PLANTING AREA. SENSOR, SEE APPROVED CITY DRA WJNG H428-9L, SHEET 21 "AS BUILT" AND APPROVED CITY DRA WJNG #428-9T, SHEET 15. RCE EXP DATE REVIEWED BY: INSPECTOR DATE /1\ ----I SH~ET l CITY OF CARLSBAD L!Ll ------PLANNING DIVISION 5 -------- PROJECT MAP/IRRIGATION MAINLINE MASTER PLAN FOR: ---CARLSBAD RANCH, PLAKNING AREA NO. 5 ---- ----------MARBRISA PHASE II -VILLA 69 - --I APPROVED: li:J\ C::r-~l-itf I ----'i-1~·1"1 --PLANNING ------OWN BY: AA PROJECT ND. DRAWING ND. DATF INITIAL DATE INITIAL DATE INITIAL CHKD BY: l~K DESIGNER OF WORK RE.VISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: MK CT.03-02 428-9U C.M.W.D. ____ _ 1-0.0 I I I I _,"\,7 j I ·, y_:_ ::, 0 20 40 60 80 ■ ToPIA L~ nda o ap • Ar chi f6eJUr~.P lu1q1jn9 'M4'1 w"l'1 .. s~:·s~i1¢471t SIUI Die~, Califg,-,µ11. !l!lll Ut15&4SS055J r .. : 85B.45B.O.,S4 A Califomil C~oo ,------------------------------METER INFORMATION (EXISTING) \ NOTES: 1. FOR JRRJGATION NOTES, SEE SHEET ID-I. 2. FORJRRJGATION LEGEND, SEE SHEET ID-I. 3. FOR JRRJGATION DETAILS, SEE SHEETS ID-2 TO ID-3. 1 \ \ ,, \ In \ I I \ I METERNO.: METER SIZE: METER ELEVATION: STATIC PRESSURE: METER TYPE: STREET STATIONING: METER NO.: METER SIZE: METER ELEVATION: STATIC PRESSURE: METER TYPE: STREET STATIONING: METERNO.: METERSlZE: METER ELEVATION: STATIC PRESSURE: METER TYPE: STREET STATIONING: NOTE: TEMP 2" 209.82 73.23 PSI POTABLE 09+21.63 P2 1" 210.20 73.0 PSI POTABLE 09+26.35 P3 1" 212.51 72.13 PSI POTABLE 09+78.01 NOTE: TEMPORARY HYDRANT CONNECTION APPROVED BY THE CITY OF CARLSBAD FOR ADDITIONAL METER INFORMATION INCLUDING POINT OF CONNECTION, STATIC PRESSURE AND ADDITIONAL TRRIGATION EQUIPME~T SUCH AS BACKFLOW PREVENTER, MASTER VAL VE AND FLOW SENSOR, SEE APPROVED CITY DRAWING #428-9L, SHEET 21 AND APPROVED CITY DRAWING #428-9T, SHEET 15. APPROVED FOR /RR/GA TION ANO PLAN TING ONLY, !NCLUIJING PRECISE LOCA 1/0N or PIAN TING AREA. "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE -t-----t----t--------tl Sl_l7[--E··-T···l CITY OF CARLSBAD ~5 PLANNING DIVISION l___!U 1-------11----+-----------------+---~==~============='._.'.:::==~ ..--------1----. IRRIGATION PLANS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASH: II -VJl ,LA 69 1-----+----+---+---I I APPROVED: Ve...(_\ l::r-f_\\...;,,it PLANNING ~-l~f~ I ~ DWN BY: DATE INITIAL DESIGNER OF WORK Re. VISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY: RVWD BY: AA PROJECT NO. MK CT.03-02 MK DRAWING NO. 428-9U ~ ~ ----------------------------------------------------------------~~----------=-.-"' C.M.W.D.____ J-1 I I N 0 20 10 60 80 ToPIA Lan4s ~+;,Ar ch ifc~ fu rt ,I• I nnntnil 9444 Woplc,; st:,ci ._~wt,_,470 ~1111 u,ego. Calif;,µµa, ~lU~ Tel ~,t.4~8 O.ii5 r"": &!ia.4S8.0$5f A Califomlo. Ciirpof'ID-'111 • I I '. 93.51 I I APPROVED FOR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ _ EXP ____ _ DATE NOTES: L FOR lRRIGATJON NOTES, SEE SHEET ID-I. REVIEWED BY: 2. FOR IRRIGATION LEGEND, SEE SHEET ID-I. 3. FOR IRRIGATION DETAILS, SEE SHEETS ID-2 TO ID-3. INSPECTOR DATE l -------+-----l--+-----1---1 PLANNING DIVISION I SH8EET I CITY OF CARLSBAD I-----+--+----------------+----t----t-----t---1 ----1----+--t----+----t IRRIGATION PLANS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -\~LLA 69 l---+----t--------------+----+--+------t---1 _AP-PR_o_vE_o,_ 11.J \ 6f-~\_cit 1------+-------1----------------+--+---+--+----t ~P_:LA::::N::=~l::=NG::::==:::;====:;-;=======================;-;:=========: 1-----+--+-----------------+---+----+---+-----t OWN BY: AA P~OJECT NO. DATE INITIAL 1---D_AT_E~_IN_ITI_AL-+_D_ATE_+--IN_ITI_AL--t CHKD BY: MK CT.03-02 REVISION DESCRIPTION RVWD BY MK DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL : -----<---------~ DRAWING NO. 428-9U ~ -----------------------------------------------------~~------~"' C.M.W.D. ----IB-1 I I 1. 2. 3. 4. 5. 6. 7. 8. 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 THE PIPE TO BE SLEEVED. CONTROL \\~RE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. SLEEVE SIZES FOR IRRIGATION LINES SHALL BE A MINIMUM OF TWO TIMES THE SIZE OF THE LINE IT SERVES. ALL LATERAL LINE PIPING UNDER PAVING SHALL DE PVC SCHEDULE 40 OR 80 PIPE AND SHALL DE INSTALLED PRIOR TO PAVING. MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS A. PRESSURE LINES *LESS TiiAN 3" IN DIAMETER· 18" COVER *3"-5-112" IN DIAMETER -24" COVER *6" OR GREATER IN DL.\METER · 36" COVER B. LATERAL LINES -12" COVER C. SLEEVES UNDER ROADS *6" OR LESS IN DIAMETER -36" COVER *GREATER THAN 6" IN DIAMETER· 48" COVER D. SLEEVES UNDER PAVING ('.'ION-ROADS): SA.c\1E AS "A" ABOVE SLEEVES UNDER ROADS *6" OR LESS IN DIAMETER -36" COVER *GREATER THAN 6" IN DIAMETER -48" COVER SCHEDULE SO PVC SLEEVES UNDER PAVING (NON-ROADS} *LESS THAN 3" IN DIAMETER -18" COVER *3"-5-1/2" IN DIAMETER -24" COVER *6" OR GREATER JN 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 PRO\~DED 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 SPECil'illD. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WTTH MINIMAL OVERSPRA Y ONTO WALKS, STREETS, WALLS, ETC. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITIIlN PAVED AREAS IS FOR DESIGN CLI\RIFICATION 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, WCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. TIIB IRRIGATION CONTRACTOR SHALL REP AIR 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 HELD THAT UNKNOWN OBSTRUCTIONS, GRADE Dlfl-'ERENCES, OR DIFFERENCES IN TI-IE AREA DIMENSIONS EXIST THAT MIGHT NOT HA VE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF TI-IE OWNER'S AUTiiORIZED REPRESENTATIVE. IN THE EVENT THIS NOT!l'ICATION 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 :v!ANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 11. 171E 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 CONNEL .. TION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 12. CONTRACTOR SHALL INCLUDE IN ms BID AN ADDITIONAL CONTROL WIRE !'ROM TUE CONTROLLER TO EACH VALVE ON THE SYSTEM. 13. INSTALL POP UP HEADS WITHN l 0' OF ALL PEDESTRIAN USE AREAS. 14. INST ALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. 15. 16. 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 TUE CITY PRIOR TO RELEASE OF SECURITIES. WHEN A CROSS CONNECTION SHUTDOWN TEST IS REQUIRED, CONTRACTOR SHALL FOLLOW THE SHUTDOWN TEST METHODOWGY OF "METHOD l" PER THE SAN DIEGO COL'NTYDEPARTMENTOF ENVIRONMENTAL T-IEA L TH'S RECYCLED WATER MANUAL. IRRIGATION LEGEND: IRRIGATION LEGEND (CONTINUED): .sXMiiPL Mto. ;, c i · M'.6~1'tJ,f1.wBE!f1:>il,stR1ttl9hf: .. ···• .. -_ .rsr · oPM · RArirus N6.tzt1{.BitTJ:1~I -• ·• c: · ---· ----- SY¥13Q~J1FG:._ .. MODELNlilvlBER/DE$CRIPTION -rs! 'GI'M wius NoizLE NOTES. RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD NOTE: l 812-NP-15EST SHRUB POP UP, END STRIP 1812-NP-15SST SHRUB POP UP, SJDE STRIP 1812-NP-5FB SHRUB POP UP, BUBBLER 1812-NP-SHB SHRUB POP UP, BURBLER l 812-NP-5CST-B SHRUB POP UP, BUBBLER 1812-NP-SAM-15F SHRUB POP UP, 360° 1812-NP-SAM-ISH SHRUB POP UP, 180° 1812-NP-SAM-15Q SHRUB POP UP, 90° 1812-NP-SAM-15V SHRUB POP UP, 180° 1812-NP-SAM-12F SHRUB POP UP, 360° 1812-NP-SAM-12H SHRUB POP UP, 180° 1812-NP-SAM-12Q SJIRUB POP UP, 90° 1812-NP-SAM-12\' SHRUB POP UP, 180° 1812-NP-SAM-I0F SI-IRUB POP UP, 360° 1812-NP-SAM-IOH SHRUB POP UP, 180° 1812-NP-SAM-IOQ SHRUB POP UP, 90° 1812-NP-SAM-l 0V SJIRUB POP UP, 180° 1812-NP-SAM-SF SHRUB POP UP, 360° 1812-NP-SAM-SH SHRUB POP UP, 180° 1812-NP-SAM-SQ SHRUB POP UP, 90° 1812-NP-SAM-SV SHRUB POP UP, 180° 1812-NP-SAM-SF SHRUB POP UP, 360° 1812-NP-SAM-SH SHRUB POP UP, 180° 1812-NP-SAM-5Q SHRUB POP UP, 90° PA-8S-NP-15F SHRUB SPRAY, 360° PA-8S-NP-15H SHRUB SPRAY, 180° PA-8S-NP-15Q SHRUB SPRAY, 90" PA-8S-NP-15V SHRUB SPRAY, 180° PA-8S-NP-12F SHRUB SPRAY, 360° PA-8S-NP-I2H SHRUB SPRAY,. 180° PA-8S-NP-12Q SHRUB SPRAY, 90° PA-8S-NP-12V SHRUB SPRAY,. 180° PA-8S-NP-IOF SHRUB SPRAY, 360° PA-8S-NP-IOH SHRUB SPRAY, 180° PA-8S-NP-IOQ SHRUB SPRAY, 90° PA-SS-NP-IOV SHRUB SPRAY, 180° PA-8S-NP-8F SHRUB SPRAY, 360° PA-8S-NP-8H SHRUB SPRAY, 180" PA-8S-NP-8Q SHRUB SPRAY, 90° PA-8S-NP-8V SIIRUB SPRAY, 180° 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 0.56 I.II 1.5 1.0 0.5 3.30 1.65 0.82 1.65 2.40 1.20 0.60 1.20 1.44 0.72 0.36 0.72 0.96 0.47 0.24 0.47 0.36 0.18 0.09 3.30 1.65 0.82 1.65 2.40 1.20 0.60 1.20 1.44 0.72 0.36 0.72 0.96 0.47 0.24 0.47 4XI 4 FT IS EST 4X28 FT ISSST 5 FT 5FB 5 Ff SHB 5 Ff SCSTB 14FT !SF 14 FT 15H 14 FT !SQ 14 FT 15V II FT 12F II FT 12H II FT 12Q 11 FT 12V 9FT !OF 9FT !OH 9FT IOQ 9FT I0V 7FT SF 7FT SH 7FT SQ 7FT 8V 4FT SF 4FT SH 4FT SQ 14 FT 15F 14 FT 15H 14 FT 15Q 14FT 15V II FT 12F II FT 12H II FT 12Q 11 FT 12V 9 FT !OF 9 FT !OH 9 FT l0Q 9 FT I0V 7FT SF 7FT SH ?FT SQ ?FT 8V I. NOZZLES SHALL BE MODIFIED AS NECESSARY TO CREATE MATCHED PRECIPTT A TION RA TES 2. ":-.P" DESIGNATION IS FOR USE ON RECLAIMED (NON-POTABLE) SYSTEM. ToPIA 944'1 W"Jll,:a Smd. S~jtc.~70 SBll Dieg0. C:illfUdllll-92Jll Tel· R5R458filil - Fine E58.~5KQSS4 A Colllbrnia !;qrpl)J'1l111'!1 SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL B SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB SEEDETAILB RWSIGN --·-·-·-·- ---------- --------- --------- --------- ~ -.... -........ -.. - @ ~ ~ ---- ►◄ ~ ~ ~~ RAINBIRD NELSON U.G.T. APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING RAINBIRD PESB-R SERIES REMOTE CONTROL VALVES -SEE PLAN FOR SIZE NELSON 7645 QUICK COUPLER VAL VE· RECYCLED SA6-RB1-32/LPP/MSP/EMP16/FS -300 • 32 STATION SATELLITE CONTROLLER RECYCLED WATER SIGN RECYCLED PVC SCH 40 (PURPLE PIPE) LATERAL LINE, SEE PLAN FOR SIZE FOR RECYCLED SLEEVE SIZING, SEE IRRJGATJON NOTE #1, THIS SHEET COMMUNICA TJON CABLE -PAIGE MAXI CABLE IN 1" CONDUIT FLOW SENSING CABLE· PS ELECTRIC P7162D IN I" CONDUIT MODEM LINE FOR MAXICOM TEMPORARY CONNECTION TO FIRE HYDRANT -CITY APPROVED SEE APPROVED MARBRISA PHASE II PLANS ·DRAWING #428-9T RECYCLED MAINLINE PER SLOPE REVEGFTATION/EROSION CONTROL PLANS. SEE CITY PROJECT NL"MBER CT.03-02, DRAWING NUMBER 428-9L SEEDETAILC SEEDETAILD SEEDETAILE SEEDETAILF SEEDETAILG SEEDETAILG PER MANUFACTURER PER MANUFACTURER PER MANUFACTURER QUICK COUPLER VAL VE PER SLOPE REVEGETATION/EROSION CONTROL PLANS. SEE CITY PROJECT NL"MBER CT.03-02, DRAWING NUMBER 428-9L. GATE VAL VE PER SLOPE REVEGETA TlON/EROSION CONTROL PLANS. SEE CITY PROJECT NL'MBER C'T.03-02, DRAWING NUMBER 428-9L. REMOTE CONTROL VALVE PER SLOPE REVEGETATION/EROSION CONTROL PLANS. SEE CITY PROJECT NL'MBER CT.03-02, DRAWING NUMBER 428-9L RECYCLED MAINLINE PER MARBRISA PHASE II LANDSCAPE PLANS. SEE CITY PROJECT NL'MBER CT.0J-02, DRAWING NUMBER 428-9T. QUICK COUPLER VAL VE PER MARBRISA PHASE II LANDSCAPE PLANS. SEE CITY PROJECT NUMBER CT.03-02, ORA WING NUMBER 428-91. GATE VAL VE 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 CJTY PROJECT NUMBER CT.03-02, ORA ViING NUMBER 428-9T. (3) RWS-DCG ROOT WATER SYSTEM UNITS 25 0.25 SEEDETAILJ X <I)X ~---VALVE/CONTROLLERSEQUENCE I X _____ GALLONS PER MINUTE 7 . VALVE SIZE _ APPROVED FOR !RR/GA T!ON ANO PLAN TING ONLY, INCLUDING PPEC/Sf. LOCATION OF PL/\.N TING AREA. "/\S l::3UILT" RCE __ _ EXP ___ _ DATE REVIEWED BY: INSPECTOR DATE -~ 1s11 cETljCITY OF CA_RL_SBAD 1.s_H.1E_-_5E1J -------+---+-----1 L___2._J PLANNING DIVISION I----+---+------------------+---+----------+-------., 1-----1---+------------------+----l----.. ---· IRRIGATION NOTES AND LEGEND FOR: I----+---+--~--------------CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -\~LLA 69 ~===~===~==================-··_-·_· -----~---f-.... -. ==:===:===~===~ lp-A:-:-:1:-:-ED_: _i_d_-~\ _4-~-~~~~~\j-f~--- DWN BY: AA CHKD BY: ~M=K~ RVWD BY: 111,K DATE INITIAL DESIGNER OF WORK RI:. VISION DESCRIPTION OAT[ INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PROJECT NO. CT.03-02 DRAWING NO. 428-9U C.M.W.D. ____ _ ID-1 _,.,,---PLANTMATRRIAL FINISH GRADE/TOP OF MULOf _,.,,--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 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL PVC LATERAL PIPE PVC SCH 40 TEE OR ELL NOTE: I. A SWING PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 4 GPM. A SHRUB POP-UP: FLAT ,,---FIELD SATELLITE CONTROLLER: OR CLUSTER CONTROL UNIT ,,---STAINLESS STEEL PEDESTAL PROVIDED BY MANUFACTURER ,,---CONCRETE PAD: 6-INCH MINIMUM THICKNESS FINISH GRADE ~--3-INCH PVC SCH 40 CONDUIT, FITTINGS AND SWEEP ELL WIRES TO REMOTE CONTROL VALVES '----------1-INCH PVC SCH 40 CONDUIT, FITTINGS AND SWEEP ELL TO TO POWER SUPPLY E CONTROLLER AND PEDESTAL N.T.S. B N.T.S. F NOTE: PLASTIC NOZZLE: RAIN BIRD 1800 SERIES ...-----WITH PURPLE NON-l'OTABLECAPS ON ALL HEADS USING RECYCLED WATER _,,-----PLASTIC SHRUB ADAPTER: RAIN BIRD MODEL PA-8S _,---PLANT MATERIAL .,,---FINISH GRADE/TOP OF MULCH _,---UV RADIATION RESISTANT PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) .,.-----PVC SCH 40 ELL _...------PVC SCH 40 STREET ELL _,---1/2-INCH PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ...___ __ PVC SCH 40 TEE OR ELL ...___ __ PVC LATERAL PIPE L A SWING PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 4 GPM. .,,---30-INCII LINEAR LENGTH OF WIRE, COILED .,,---WATER PROOF CONNECTION (I OF 2) ,,---ID TAG _,,-------VAL VE BOX WITH COVER: 12-INCH SIZE ----"?'"'-----:,,..::;~,,..::;~ ;;;,._~~--FINISH GRADE/TOP OF MULCH _,---REMOTE CONTROL VAL VE: RAINBIRD !'EB WIT!f PURPLE VAL VE BOX AND TAGS WHEN USED WJT!f RECYCLED WATER ,,---PVC sen 80 NIPPLE (CLOSE) ,,---PVC SCH 40 ELL .,,---PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ~?'I: ;✓.----BR!f:K ( I OF 4) ~l]E[rl'1Jl~~scH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL '---PVC MAINLINE PIPE ----PVC SCH 40 TEE OR ELL '----BRASS UNION ~---PVC SCH 40 MALE ADAPTER ~---PVC LATERAL PIPE ~------3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRJ, VEL NOTE: .,,--FINISH GRADE/TOP OF MULCH QUJCK-COUPLING VALVE: .,,--RECLAIMED: NELSON MODEL 7645 ,,--VALVE BOX WITH COVER: 6-INCH SIZE. USE PURPLE VALVE BOX FOR RECLAIMED (R.C.) WATER. .,,--PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) .---3-INCH MINIMUM DEPT!f OF 3/4-INCH WASHED GRAVEL .,,--PVC SCH 40 STREET ELL .,---BRICK (I OF 2) .---PVC SCH 80 NIPPLE (LENGT!f AS REQUIRED) PVC SCH 40 STREET ELL ~---PVC SCH 40 TEE OR ELL ~------PVC MAINLINE PIPE ~--------~rvc SCH 40 ELL ~------------2" x 2" REDWOOD STAKE WI STAINLESS STEEL GEAR CLAMPS OR EQUIV A.LENT SUPPORT SYSTEM 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VAL VE INLET SIZE. 2. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. SHRUBSPRAYHEAD:FLAT N.T.S. C REl\IOTE CONTROL VAL VE N.T.S. D QUICK COUPLING VALVE -RECYCLED N.T.S. S' N 7 gu -1 11 II Tl 1111 " 1 ~11 A CL --+-----RECLAIMED WATER SIGN ,-==-;------ATTACH SIGN TO POST WI (2) 1/4" CARRIAGE BOLTS 3" FROM TOP AND BOTTOM OF SIGN *-------3" GALVANIZED STEEL POST SLOPE TO DRAIN AWAY FROM POST FINISH GRADE ,~-----COMPACTION PER GEOTECIINICAL RIJPORT d I, 1-.111-1 ,_,-11. l 1 • l 1 1 RECYCLED WATER SIGNAGE MAINLINE, LATERAL, MAINLINE LATERAL PIPE AND WIRING IN PIPE THE SAME TRENCH , . SECTION VIEW WIRING IN CONDUIT PLANVIFW WIRE W/0 CONDUIT NOTES: RUN WIRING DENEATH AND BESIDE MAINLINE. TAPE AND BUNDLE AT IO-FOOT INTERVALS. ALL SOLVENT WELD PLASTIC PIPING TO DE SNAKED IN TRENCH AS SHOWN.-~ I. SLEliV liS SHALL BE PER IRRIGATION NOTES ON SHEET ID-I. 2. RECLAIMED SYSTE.'vl.S TRENCHING DETAILS SHALL PROVIDE FOR TWO LAYERS OF WARNING TAPE RUNNING CONTINUOUS ALONG Tiffi ROUTE OF Tiffi MAINLINE. ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF THE MAINLINE PIPE AND ONE 12" ABOVE Tiffi TOP OF Tiffi MAINLINE. N.T.S. G PIPES, WIRES, AND TRENCHING To PIA Lon (h ~ ope Arc b, ! 11~1·11 ie.P! • 11ni11e 9~44 Waple> s~.s~~70 s.,, Die,,>t1. CJ.lifomia. 9'1121 Tel: UB.45&.!ISSS Fm; R.iS.4H.O,iS4 A ClllformaCiiiji,:)r.lli:m 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 THAN 3" IN DLI\METER -18" COVliR *3"-5-112" IN DJAc\1ETER-24" C,'OVliR *6" OR GREATER IN DIAMETER -36" COVER B. LATERAL LINES -12" COVER C. SLEEVES UNDER ROADS *6" OR LESS L", DIAMETER -36" COVER *GREATER THAN 6" IN DJAc\1ETER -48" COVER D. SLEEVES UNDER PAVING (NON-ROADS): SAME AS "A" ABOVE SLEEVES UNDER ROADS - *6" OR LESS IN DIAMETER -36" COVER *GREATER THAN 6" IN D1-""\1ETER-48" COVER SCHFDUJ,E 80 PVC SLEEVES UNDER PAVING (NON-ROADS) *LESS TlfAN 3" IN DIAMETER-18" COVER *3"-5-1/2" IN DIAMETER-24" COVER *6" OR GREATER IN DIA METER -36" COVER SCHRDI TLE 40 PVC N.T.S. /!\ DATE INITIAL APPROVED FOR /RR/GA T/Ot\J ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING Akt.A. "AS BUILT" RCE EXP. DATE REVIEWED BY: NSPECTOR DATE I s~~T I CITY OF CARLSBAD m PLANNING DIVISION 5 IRRIGATION DETAIIS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBR!SA PHASE II -VILLA 69 I APPROVED: 1til L-r-~I \_;it I "j .1;,,~ PLANNING DW'J BY: AA PROJECT NO. DRAWING NO. DATE INITlAL DATE INITIAL CHKD BY: MIS i CT.03-02 428-9U DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: MK ---------------------------------------------------------·-----------------------~~~----------~ C.M.W.D. ----~ ID-2 1 11 'H) THRUST BLOCK CONCRETE THRUST BLOCKS GASKET FITTING PVC BELL REDUCER STREET SURFACE 3.5 FEET POTABLE SERVICE LINE _il_ (SEE IMPROVEMENT rDRAWINGS) i ·-·--i RECYCLED WATER IRRIGATION MAINLINE WITH SLEEVE 12" MINIMUM REQUIRED VERTICAL SEPARATION NOTE: - ALL RECYCLED WATER IRRIGATION PTPE 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 l\1AINLINE CROSSING N.T.S. I) TYPICAL STREET CROSSING ~ 24'' ~ SIDEWALK- CURB I METER t ,r-BOX WITH APPROX._ 8" __ JI POTABLE SERVICE LINE~ METER 12" MINIMUM I 0' MINIMUM TO 1---POTABLE MAINLINE --~"""'"~- IN STREET W RECYCLED WATER IRRIGATION MAINLINE WITH SLEEVE NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. POTABLE SERVICE LINE CROSSING T ,----------4-INCH GRATE (INCLUDED) ,----------BUBBLER: RAL\i BIRD 1401 0.25 GPM (INCLUDED) I ' ,-------ROOT WATERh\iG SYSTEM: RAIN BIRD RWS-BCG (INCLUDES 1401 0.25 GPM BUBBLER WITH RJSER, CHECK VAL VE, GRATE, SWING ASSEMBLY, 1/2" MALE NPT INLET, AND BASKET CANISTER) FINJSH GRADE .-------CHECK VAL VE (INCLUDED) _.,,--------1/2-INCH PVC SCH 80 NIPPLE (INCLUDED) .fl 1~1 ~'r11~ ·~ _.,,-------1/2-INCH 90-DEGREE ELBOW (INCLUDED) .,,-----12-INCH SWING ASSEMDL Y (INCLUDED) _ lc1 I -E ~_./I Ii IIIJk!r 'II 118;0 ~ ,,,----1/2-INCHMALENPTINLET(INCLUDED) I~~.,,,/ p----------, I>_ B F:J r-lr-1!~11~ I :'il.l;~ ~ ~JJ 1-11;:;;1 ll IFIII ., .. ,M::i='I' ~ llji[ . 1"' ~-------¥:[ ~ PVC SCH 40 TEE OR EL 19 ~-----LATERALPIPE ~ -------~ 4-INCH BASKET WEA VE CANISTER (INCLUDED) 7 I I I I I I I I ~~n 4~~~ [g ~ 5;----i• 5!---~ I I , r--i::rn 11XJ1 I I @I---► LJ II ITEM 1 2 3 4 5 6 7 8 9 10 NOTES: 1. UNLESS SPECIFIED OTHER~SE, FITINGS AND PIPE SIZES SHALL MATCH WA ITR SERVICE DIAMEITR. 2. THREADED JOINT FITTINGS (NPT) MAY BE USED IN PLACE OF SOLDERED JOINTS SHOWN ON THIS DRAWING. Cf> II I DESCRIPTION lSEE NOTESJ COPPER x COPPER UNION COPPER ITE MALE x COPPER ADAPITR BALL VALVE. ~n, HAND LEVf.R TYPE L COPPER 1.5' FIRE HOSE FITTNG BALL VALVE. WITI, PADLOCK WING C x C x C TEE ¾' HOSE BIB OR ITST COCK MIP ADAPTER N.T.S. J ROOT\VATERSYSTEM N.T.S. K) BYPASS TEE FOR RECYCLED WATER TESTING N.T.S. WORST CASE SCENARIO CALCULATION FROM METER "Rl" ON CANNON ROAD Carlsbad PA 5 Pressure Calculations Valve No. Q-5 (FARTHEST VALVE FROM POCJ Meter Size/POC POC AT EXISTING 2" METER "R1" Static Pressure (PSI) 86.86 Peak Demand in GPM 27.20 Actual Pipe Velocity Friction Segment Size Pipe Class Flow GPM Length (feet) Ft/Sec Factor PSI Loss Lateral 1 3/4" SCH 40 0.47 6.20 0.60 0.11 0.01 Lateral 2 3/4" SCH 40 0.94 6.00 0.60 0.11 0.01 Lateral 3 3/4" SCH 40 1 .41 6.80 1.20 0.39 0.03 Lateral 4 3/4" SCH 40 2.13 8.90 1.80 0.83 0.07 Lateral S 3/4" SCH 40 2.85 8.80 1.80 0.83 0.07 Lateral 6 3/4" SCH 40 4.05 8.90 2.41 1.42 0. 13 Lateral 7 3/4" SCH 40 4.77 5.70 2.41 1.42 0.08 Lateral 8 3/4" SCH 40 5.24 6.90 3.01 2.15 0.15 Lateral 9 3/4" SCH 40 5.71 6.90 3.01 2.15 0.15 Lateral 10 3/4" SCH 40 6.18 6.90 3.61 3.01 0.21 Lateral 11 3/411 SCH 40 7.38 10.40 4.21 4.00 0.42 Lateral 12 1" SCH 40 7.98 1.10 4.21 4.00 0.04 Lateral 13 1-1/211 SCH 40 27.20 2.80 4.15 1.79 0.05 Subtotal 1.41 Mainline 4" CL 315 27.20 1645.00 0.72 0.03 0.49 Reduced Pressure Back Flow Preventer 12.00 Sprinkler Demand 50.00 Control Valve 1.511 3.90 Lateral Pipe 1.41 Mainline Pipe 0.49 Gate Valve 4" 3 multiplier 0.75 2.25 Fitting Loss 0.10 Subtotal 70.15 Elevation at Valve 191 Elevation at POC 182 Elevation Difference 9 multiplier 0.43 3.90 Total Required Pressure 74.05 Residual Pressure 12.81 APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLAN l/NG AREA. "AS BUILT" RCE __ _ EXP. ___ _ CATE REVIEWED GY: INSPECTOR DATE ■ 11 \ fSHEE17 CITY OF CARLSBAD ~ f----f----t-----------------t---+----+---t---JL_!!_J~ ___ P_LA_N_1 N_IN_G_D_IV_IS_IO_N ___ ~LI5_J ToPIA f.o TI d • c •p e A 1 ,h ifei Ill f~.P I anni11g -.. •- n1,. W"!'I,:,, Strool ,Si.:i~~7, S;111 Diego • Colifhii,IQ, 92121-- Tt:I. 8~6.45S.05SS fox; 858.~58.0.,,54 IRRIGATION DETAILS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -Vil.LA 69 1-----+--+------------t-----+--+----l----j l-AP-PR-OV-ED_, _1d_·~\~¢r~--~_l.t:~· ~--'1,1-;-1-? I ~~-- PLANNING -. "' ·-------- DWN BY: -~AA_ PROJECT NO. DRAWING NO. Vl/:£1 Araliromia_i":~_ip,weti-~ DATE INITIAL DA1E INITIAL DATE INITIAL Cl IKD ~L1Y MK p ■ 0Es1cNrn oF woRK REVISION DESCRIPTION 01Hrn APPROVAL cnY APPRovAL RVWD 'sY': MK CT.03-02 428-9U '------------------------------------~;;;;;;;;;;;;;;·. ;;.;;;;;:....:;;;;;;;;;;;;;;~;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;:;::;:~~======~ ~ C.M.W.D. ____ _ ID-3 CUPANIOPSIS ANACARDIOIDES Carrot Wood Tree 15 Gallon KOELRUETERIA BIPINNATA Chinese Flame Tree 15 Gallon SY AGRUS ROMANZOFFIANUM Queen Palm 15 Gallon I ,, GAZANIA HYBRID Trailing Gazania Flats@ 12" 0.C. 0 J I I N 40 60 \ X 1190.7 I /· / --, \' \ \ \ \ I • ' ', \ '1 I J 80 -~SO\ . j . , ;i, ·,. ;/'. .. ,. /. . ;. . '· . /. . , , ' ' . '·.·; _ _-_~s<:'-s NOTES I. FOR PLANTING NOTES AND LEGEND, SEE SHEET PD-I 2. FOR PLANTING DETAILS, SEE SHEET PD-2. 3. FOR SHRUB PLANTING, SEE SHEET P-1 ■ 1 ----- ToPIA CJNNAMOMUM CAMPHORA 24" BOX Camphor Trre • SYAGRUS ROMANZOFFIANUM 24" Box Queen Palm PELARGONIUMPELTATUM Flats@ 12" O.C. Ivy Geranium SOLEIROLIA SOLEIROLII Flats@ 12" O.C. Baby's Tears SHEET 12 APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCA T!ON or PLANTING AREA. "AS BUii_ T" RCE __ _ EXP ____ _ DATE REVIEWED BY: INSP[CTOR DATE CITY OF CARLSBAD PLANNING DIVISION TREE, VINE, AND GROUNDCOVER PLANTING PLANS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARDRISA PHASE II -VILLA 69 ' II ,r::J\.J. I PHORMIUM TENAX 'BRONZE BABY' New Zealand Flax 5 Gailun 3 PHOTINIA FRASERJ Pbotinia 5 Gallon I PRUNUS CAROLINIANA 'BRJGHT 'N TIGHT' Carolina Laurel Cherry 15 Gallon RHAPIIlOLEFSIS INDICA 'ENCHANTRESS' Indian Hawthorn 5 Gallon N 0 20 10 60 80 -- ...... ·, ' -_ --! --. ·._J-· 1 I -i I -- -- \. I I :-t: \ ' I ------- ---. - -. . . - ToPIA 9144 Woplct: StrmiS~iwHO S;mDbgu Cal.irnrni,,,112121 Tol 8SB.4SfJ.O.JSS NOTES 193.5 I I I I l. FOR PLANTING NOTES AND LEGEND, SEE SHEET PD-1 2 FORPLAKTING DETAILS, SEE SHEET PD-2. 3. FOR TREE, VINE AND GROUNDCOVER PLANTING, SEE SHEET PT-1 1 1------1----+------------------------------ SCHEFFLERA PUECKLERJ 12 15 Gallon Scbcfflcra AGLAONEMA 'SIL VER KING' 1 Gallon Silver King ASPLENIUM BULBJFERLN! I Gallon Mother Fern PlTTOSPORUM TOBIRA WHEELER'S DWARF' I Gallon Wheeler's Dwarf RHAPIIlOLEPSIS INDICA 'BALLERINA' 1 Gallon Indian Hawthorn CLIVIA MINIATA I Gallon Clivia HEMEROCALLIS HYBRJDS • I Gallon Daylily • LIGUSTRUM JAPONICUM 'TEXANUM' @ 5 Gallon Japanese Privet APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BU IL T" RCE EXP. DATE RI: VIFWcD BY: INSPECTOR DATE uTI CITY OF CARLSBAD w 3 PLANNING DIVISION 5 1------1---+-----------------+ ----SHRUB PLANTING PLANS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 1------1----+---------------------. ··-----+----+----+---MARBRISA PHASE II -VILLA 69 1------1----+--------------------- DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 1--c---------t--------t---• I APPROVED ltll Cf-~l~ir ---+---+----+--_, . PLANNING :=:D:::W:::N:::::::::B v==, ,=::::;::AA:;=:::;-;:==P=R=O=J=E c=T=N=o=. =:::;;:=DR=A=v=vi N=G=N~O. ~t~g :~; ~~ CT.03-02 428-9U DATE NITIAL DATE INlllAL "' -0 '.b 0 ~ i ~ .. ___________________________________________________________________________________________________________________________________________________ ,,, C.M.W.D. ____ _ P-1 PLANTING NOTES: A. THE CONTRACTOR SHALL MAINTAIN A QUALJFJED SUl'ERVISOR ON THE SITE AT ALL TJMFS DURING CONSTRUCTION THROUGH THE COMPLETION OF ALL THE WORK. B. C. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUAN11TIES PRIOR TO INST AILA TION. PLA."IT MATERIAL QUANTITIES LISTED ON THE PLANS ARE FOR THE CONVENTENCE OF THE CONTRACTOR AND ACTUAL NUMDER OF SYMBOLS SHALL HA VE PRIORI1Y OVER QUANTl1Y DESIGNATED. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER GROWN TREES, SHRUBS AND VINES, INCLUDING SEEDED HYDROMULCHES AND FLA TIED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR PLANTING OF ALL PLANT MATERIALS, THE SPECJFIED GUARANTEE OF ALL PLANT MATERIALS, THE STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE. D. GROUNDCOVER PLANTING SHALL BE CONTINUOUS UNDER ALL TREES AND SHRUB MASSES. E. ALL PLA.'JT MATERIAL SHALL BE SUBJECT TO AP PROV AL BY THE LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO INSTALLATION. F. ALL PLANT MATERIALS SHALL BE LOCATED BY TIIE CONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ARRIVING TO THE SITE. ALL PLANT MA IBRIALS SHALL BE SPOTTED BY THE CONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR ANY PLANTING. G. ALL VINE SHALL BE INSTALLED WITH THE NURSERY STAKES REMOVED AND ESPALIERED TO ADJACENT WALL. II. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY(PRE-APPROVED BY TI-IE CITY). TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOILOV,'JNG: a. ORGANIC MATIBR CONTENT b. N,P,K c. pH d. EC e. SOIL TEXTURE (SILT, CLAY, SAND) f. RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKJllLL 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 THE RECOMMENDATIONS MAY BE SUBSTITUTED WITH "OR EQUAL" PRODUCTS APPROVED BY THE CITY. I. THE SOIL AMENDMENTS SPEClFIED HEREIN ARE FOR BIDDING PURPOSES ONLY. FOR TIIE AREA TO BE LANDSCAPED, THE FOLLOWING SOIL AMENDMENTS SHALL BE UNJFORML Y BROADCAST AND THOROUGHLY INCORPORATED BY MEANS OF A ROTOTILLER OR EQUAL. (THIS REQU1REMENT IS LIMITED TO SLOPE AREAS LESS THAN 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 FERTILIZER J. THE PLANTING PITS FOR TREES SHALL BE EXCAVATED TWICE THE DIAMETER OF TI-IE ROOTBALL, V,1TH A MINIM1JM OF 12" FROM THE BOTTOM OF THE ROOTBALL TO TIIE BOTTOM OF Tl-IE 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 ORGAN1C AMENDMENT AS PER ABOVE SOIL PREPARATION 1 LB./C.Y. 12-12-12 FERTILIZER 2 LB./C.Y. IRON SULFATE 10 LB./C.Y. AGRICULTURAL GYPSUM K. THJRJY (30) DAYS AFTER INSTALLATION, ALL NEWLY PLANTED AREAS SHALL BE FERTILIZED WITH A 16-6-8 FERTILIZER OR APPROVED EQUAL APPLIED AT THE RATE AS RECOMMENDED BY THE MANUFACTURE. FERTILIZER APPLICATION SHALL BE CONTINUED THEREAFTER AT MONTHLY INTERVALS. L. FOR A LL 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, SJ-IEET 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 FOLLOWS: 1 GALLON CONTAINERS 1 5 GALLON CONTAINERS 3 15 GAILON CONTAINERS 4 BOX MATERIAL 1 PER EACH 4" OF BOX SIZE PLACE TABLETS AT HALF THE DEPTH OF TIIE 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 MINIMUN OF 5'-0" A WAY FROM ALL SIDEWALKS, CURBS, BU1LDINGS OR ANY HARDSCAPE ELEMENTS. P. A MINIMUM OF 3" OF ORGANIC MULCH SHALL BE ADDED IN NON-TURF PLANTING ARE.AS WITH SLOPES LESS STEEP THAN 3 :1 TO COVER THE SOIL SURF ACE COMPLETL Y. SUBMIT SAMPLE TO CIJY 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 THE TOP OF THE HARD SURFACE), THEMULCHTHICKNESSMAYTAPERDOWN TO!" THICK. R. NON-POROUS MATERIALS SHALL NOT BE PLACED UNDER TI-IE MULCII. S. THE PLANS SHALL INDICATE POSITIVE SURF ACE DRAINAGE (2% GRADED IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. T_ CONTRACTOR S!LALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO TI-IE 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. IJ. TREES PLANTED WITHIN 5' OF PUBLIC WALKWAYS SHALL BE INSTALLED W1TH ROOT BARRIERS APPROVED BY THE CIJY OF CARLSBAD. SEE DETAIL F, SHEET PD-2. V. PRIOR TO THE ST ART OF ANY LANDSCAPE CONSTRUCTION OF VIILA 69 TIIE LANDSCAPE CONTRACTOR SHALL EV ALU ATE THE EXISTING MARBRISA PHASE II (CITY DRAWING# 428-9T) LANDSCAPE INST ALLA TI ON AND ITS INTERFACE WITH THE VfLLA 69 LANDSCAPE DOCUMENTS. TIIE LANDSCAPE CONTRACTOR SHALL PROVIDE TO THE LANDSCAPE ARCHITECT AN ITEMIZED LIST OF ALL RELATED LANDSCAPE WORK TIIAT NEEDS TO BE ADillSTED AS A RESULT OF THE VILLA 69 LANDSCAPE DOCUMENTS. w. PODOCARPUS GRACILIOR SHALL !IA VE THE MAIN LEADER IN TACT. TREES WITH TIIE MAIN LEADER REMOVED SHALL BE REPLACED WITH THE APPROVED TREES. __ _J __ -- PLANTING LEGEND: PALl\1S: SYMBOL TREES: SYMBOL 0 ~ e SHRUBS: SYMBOL (t) 0 0 0 @ <D 0 CD BOTANICAL NA.ME COl\1MON NAME . SYAGRUS ROMANZOFFIANUM Queen Palm SYAGRUS ROMANZOFFIANUM Queen Palm BOTANICAL NAME COMMON NAME CINNAMOMUM CAMPHORA Camphor Tree Low Branching CUPANIOPSIS ANACARDIOIDES Carrot Wood Tree Multi trunk DICKSONIA ANTARCTICA Tasmanian Tree Fem KOELRUETER!A BIPINNATA Chinese Flame Tree LAGERSTROEM1A INDICA 'TUSCARORA' Crape Myrtle Multi trunk PODOCARPUS GRACILIOR Fem Pine PRUNUS CAROLINIANA Carolina Laurel Cheny STRELITZIA N1COLAI Giant Bird of Paradise BOTANICAL NAME ._COMMON NAME AGLAONEMA Silver King 'SILVER KING' ASPLENillM BULBJFERUM Mother Fem CLIVIA MINIATA Clivia HEMEROCALLIS HYBRIDS Daylily 'YELLOW' LIGUSTRUM JAPONICUM Japanese Privet 'TEXANUM' PHOTINTA FRASER! Photinia PHORMIUM TENAX New Zealand Flax 'BRONZE BABY' PITTOSPORUM TOBIRA Pittosporum PITTOSPORUM TOBIRA Wheeler's Dwarf WI-IEELER'S DWARF' RHAPHIOLEPSIS INDICA Indian Hawthorn 'BALLERINA' RHAPHIOLEPSIS INDICA Indian Hawthorn 'ENCHANTRESS' PRUNUSCAROLINV\NA Carolina Laurel Cheny 'BRIGHT 'N TIGHT' SCI-IEFFLERA PUECKLERI Schefflera THUJA OCCIDENTALIS American A.rborvit.ae SIZE-· QUANTITY DETAIL - 15 Gallon 6 See Detail D, Sheet PD-2 2411 Box 6 See Detail D, Sheet PD-2 SIZE QUANTITY DETAIL 24" Box 2 See Detail A, Sheet PD-2 15 Gallon 2 See Detail A, Shee!PD-2 15 Gallon 4 See Detail B, Sheet PD-2 15 Gallon 2 See Detail A, SheetPD-2 15 Gallon 2 See Detail A, Sheet PD-2 15 Gallon 3 See Detail A, Sheet PD-2 15 Gallon 4 See Detail A, Sheet PD-2 15 Gallon 2 See Detail B, Sheet PD-2 SIZE QUANTITY_ 1 Gallon 22 I Gallon 40 1 Gallon 82 I Gallon 34 5 Gallon 60 5 GaUon 36 5 Gallon 13 5 Gallon 20 5 Gallon 41 I Gallon 14 I Gallon 48 5 Gallon 31 15 Gallon 25 15 Gallon 4 5 Gallon 10 -DETAIL See Detail B, Sheet l'D-2 See Detail B, Sheet l'D-2 See Detail B, Sheet PD-2 See Detail B, Sheet PD-2 See Detail B, Sheel PD-2 See Detail B, Sheel PD-2 See Detail B, Sheel PD-2 See Detail B, Sheel 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 ?"4 ll'"!'lc:s Sl+t:OI . S\lj~ 4"/11 Sall Diego. a.Hr,11m1, ,n21 Td.. RSfc4.'i8.05S5 r ...... esM3&,os54 A Colifornla _Cq,jio(Ol.11)11 PLANTING LEGEND (CONTINUED): VINES: SYMBOL BOTANICAL NAME CO~iMON NAME SIZE QUANTITY DETAIL •• CL YTOSTOMA CALLISTEGIOIDES GROUNDCOVER: SYMBOL BOTA._\TICAL NANCE --Ill GAZANIA HYBRID PELARGONIUM PELTATUM (113 RED, 1/3 WHITE, 1/3 PINK) SOLEJROLIA SOLEIROLIJ TRACHELOSPER'.flJM JASMINOIDES I-----+----+----------------- Violet Trumpet Vine COMl\1ON NAME Trailing Gazania ~Yellow Ivy Geranium Baby's Tears Star Jasmine 5 Gallon SIZE Flats@ 1211 0.c. Flats@ 12"O.C. Flats@ 12"O.C. Flats@ 12"O.C. I-----+----+----------------~---------1-----;f---+-------< I-----+----+------------------ I-----+----+------------------+------+-~ --------+-------. I----+--+------------------+------------- I-----+----+------------------+------+----+----+----- 1-----+----+------------------+------+----l~ ------+----- DA TE INITIAL DATE INITIAL DATE INITIAL DcSIGNER OF WOR,K REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 4 ~ PLANTING See Detail C, Sheet PD-2 DETAIL See Detail E, Sheet PD-2 See Detail E, Sheet PD-2 See Detail E, Sheet PD-2 See Detail E, Sheel PD-2 APPROVED FOR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BU IL T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD w PLANNING DIVISION NOTES AND LEGEND FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 69 I APPROVED: ltj \ C:r-~ILoif - I '1-17:.-1'> ---- PLANNING - DWN BY: Ai':, PROJECT NO_ DRAWING NO_ CHKD BY: M~ CT.03-02 428-9U RVWD BY: MK C.M.W.D. PD-1 "' ,--< • 0 c;i '-0 0 ~ § VJ ~ "' .I I _ J~-----------·------------- E 6"" ~~Jl,I MIN. --"--~~+-- -- 3 I-----~ -+-ll----------------i5 J½XROOT BALL DIA ~-F~0~wn ~-c;:1_ ITT;;;lllrr i 111m1 I::-cl'! __ '!:',:_..,. __ ~_~ 11n~~ l,ECEND l. FINISH GRADE 2. TEMP. WATERING BASIN 2XROOTBALL DIAMETER 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-----~ EDGE OF PA VINO, WALK, WALL, ETC. = = -=Ill: 1-iTl=ITT-ffi"'lll 111=11 -m-m=m Wil 1111i I ffi ITSll. 1111UJ111 31----- 4 l-----___.;-- 1. GROUNDCOVER 2.MULCH 3. AMENDED SOIL 4.SUBGRADE NOTE: WCA TE PLANTS EQUIDISTANT (D) FROM EACH OTHER AS SHOWN. D -SPACING AS SHOWN ON PLANTING PLAN. GROUNDCOVER PLANTING DETAIL N.T.S. N.T.S. I ½X ROOT BALL DIA. J " LEGEND I>--~ I. FINISH GRADE 2. TEMP. WATERING BASJN r--------{ 2 "'--------{5 '---------<6 3. FINISH GRADE. SET TOP OF ROOTBALL I" ABOVE GRADE ~---------------< 7 4. 2"·3" LAYER MULCH MATERIAL 5. FERTILIZER TABLETS PER PLANTJNG NOTES. 6. AMENDED SOIL 7. NATIVE SOIL (COMPACTED) NOTE: INSTALL DEEP ROOT BARRIERS WHEN TREES ARE WITHJN 4' OF HARDSCAPE. SHRUB PLANTING DETAJJ_., Linear Style Planting with OeepRoot Barriers Determine the correct number of panels to be used, Depending upon the actual pl□nting pion and the number of trees involved the length of linear barrier will vary, but as a general rule of thumb lake the anlicipoled mature canopy diometer of the tree and odd 2 feet (61cm). This will be the number of feet necessary for a Linear style planting application. (See chart below.) A. Choose the barrier that best suits the application. Generally if a sidewalk, patio or driveway is to be protected, 1 e• ( 46cm) (UB 16-2) is sufficient depth with 12" (30cm) (LB 12-2) as an altemote choice for non-aggressive, deeper rooting trees, However for curb and gutter protection or more ogressi'.'e roots 24" (61cm) [LIB 24-2) is generolly the better choice. B. 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 align in a straight fashion. It is helpful to place the barrier og□i11sl the hardscope. Use the hardscape as a guide and backfill ogain'31: the barriers to promote a clean smooth fit to the hordscope. Be sure to keep the barrier's double top edge at least 1/2' (13mm) above grade to ensure roots do not grow over the tap. For a simple formula lo determine the quantity of panels required for a Unear application use: Estimated Diameter of the Tree Canopy at Maturity + 2' (61cm) = Lenglh of Sorrier per Side. For One Side of Tree E1<pected Tree Canopy at Maturity Feet of Barrier 12' 13.6ml Dia. +2' !61cml = 14' 14.2ml 18' 5.5m Dia. +2' 61cm = 20' 6.1m 24' 7.3m Dia. +2' 61cm = 26' 7.9m Packaging: Number of Panels 7 Panels 10 Panels 13 Panels LB 12-2 LIB 18-2 UB 24-2 40 ponels ~80' linear ft~/ Corton 26 panels 52' linear ft / Corton 20 panels 40' linear ft / Cartan line can be separated at any two fool interval. Sidewalk -•••• Curt, DeepRoot Barrier D. Plant the tree(s). The Linear style offers a more expansive rooting growth area, however adverse soil and drainage conditions may exist in the actual planting area. Take steps to ensure heallhy growth of the lree at planting. Consult with a local Arborist for planting tips and recommendations. E. tf staking or guying is required we recommend using the soft, safe and economical alternative to traditional wire and hose, Arborlie (see www.deepmolcom for details). F. If the tree(s) will be subject lo maintenance work such as lawn mowing or weed trimming we strongly recommend the installation of ArborGard+ Tree Trunk Protectors which ore placed around the base of young trees to protect them from damage by weed trimmers, lawn mowers and small rodents. (See www deeproot com) For additional information please visit our website at www.deeproolcom For infonnation regarding distributors please call: 1 800 ILV ROOT ( 458. 7668). For help with drainage or other difficult installation questions please call DeepRoot Technical Support at: 1 BOO ROOT TEI( (766.8835). As little as one side of the tree may need barrier for root direction os there may be no hordscope elsewhere requiring protection. DeepRaot LB 12-2, UB 18-2 or UB 24--2 Sidewalk d Ground Locks Top of Deeproat Bcmi;r Must be at !eost 1/2 (13mm) above Grade N.T.S. C ROOT BARRIER DETAIL N.T.S. _J __ 11--~ 2)-_ _,.m I r 3~--""i'I :tiliii!lf: _j I I: 1 'X MINIMUM il1! DEPTH OF N'x"-AM!\ -~ ROOTBALL I '111 5}----'fclll E-Rf I liffi =111 ITT= 6)------+-✓-2•x \\/IDTH OFROOTBALL 1. FINISH GRADE. 2. WATER RETENTION BASIN -4" I-IIGH 3. FERTILIZER TABLETS PER PLANTING NOTES. 4. BACKFILL MIX PER PLANTING NOTES. 5. MOUND BOTTUM OF HOLE.. PUDDLE AND SETTLE BACKFILL PRJOR TO PLACEMENT OF PLANT. 6. NATIVE SOIL 7. REMOVE NURSERY STAKE FROM VINE AND ESPALIER AGAINST WALL/FENCE. 8. SECURE/ATTACH MAlN VINE BRANCHES TOW ALL/FENCE WITH APPROPRIATE TWIST TIE FASTENERS. VINE PLANTING DETAIL To.PIA Lo.:1 d •<op, A,~ h, rC cl 11ri:P1anili ni 9444 \l.'"flhS1m:<;. S·,ile470 g.., Diqo. Caliiomia,.!12I21 T.,J: 85!U~.-~ - T111: 1!5£.45Ul~54 /1\ DAIE INITIAL N.T.S. MIN. LEGEND: I. PALM TRUNK (SK.INNED) 2. 6" HIGH MOUND FOR WATER BASJN 3. PALM ROOT BALL ~--------<2 "'iii'-----{6 ------'5' ·_m_ \...V 2' MIN. 4. (2) • 4" PERFORATED PVC STAND.Pl.PE WITH FILTER FABRIC SOCK AND 4" DRAIN CAP 5. NATIVE SOIL 6. 3/4" WASHED CRUSHED AGGREGATE 7. SAND BACKFILL COMPACTED NOTES: I. ALL PALMS SHALL BE TRIMMED AND TIED PRIOR TO !'LANTING, LEA VE TIED 30 DAYS MIN. 2. TRIMMED PALM TO HAVE 6-8 FRONDS MAX. 3. UPON INSTALLATION THE LANDSCAPE ARCHITECT A."ID THE LANDSCAPE CONTRACTOR SHALL DETERMINE IF PALMS REQUIRE GUYING D PALM PLANTING DETAIL N.T.S. APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD SI l[ETS 15 5 PLANNING DIVISION PLANTING D ET AIT.S FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARDRISA PHASE II -VILLA 69 I APPROVED: 1J\ Cr-~~.otr I '1-l~ I~ PLANNING DWN BY: 88 PROJECT NO. DRAWING NO. DATE INITIAL DAIE INI IIAL CHKD BY: MK ,. ~ ~ ---------------------------------------------------------■-----------------------~~~-------------~ C.M.W.D. ____ _ CT.03-02 428-9U DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: MK PD-2