Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
DWG 428-9X; CT 03-02; CARLSBAD RANCH PA 5 - MARBRISA PHASE II; 01-15
LANDSCAPE CONSTRUCTION PLANS FOR CITY OF VISTA CARLSBAD RANCH, PLANNING AREA 5 RESORT SITE -MARBRISA PHASE II CARLSBAD, CALIFORNIA PACIFIC OCEAN CITY OF ENCINITAS VICINITY MAP --~!fsl -'fi-3.~e!! ' KEY MAP R ~ ,.;""'--, I -• '• _,_~ _'-._I) ., . ._,, ---....!.__ DECLARATION OF RESPONSIBLE CHARGE: l HEREBY DECLARE THAT l AM THE LICENSED DESlGNER OF WORK FOR nus PROJECT, THAT I HAVE EXERClSED RESPONSlllLE CHARGE OVER THE DESlGN OF THIS PROJECl' AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSlONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY HIE CITY OF CARLSBAD AND SAN DlEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH lS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITlES FOR PROJECl' DESIGN. THESE PLANS HAVE llEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECflON PLAN, AND ALL CONDITIO S OF APPROVAL RELATED TO LANDSCAPING. ------1 B Y: ,,,,--l,Cv,'.- PHON; NO: REGISTRATION NO: ,:;?( 9& EXPlRATION DATE: WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAlNED IN THE CITY OF CARLSllAD'S LANDSCAPE MANUAL & WATER EFFIClENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN lN COMPLIANCE WlTH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE :F·~,;;:e" rn eRoem, """"''' "" o, w A;~ r'Ho: NO: ( M~ ~>f-o<<( , I ); / REGISTRATION NO: Z,(C/r., EXPIRATION DATE: '$/JI JS --~7f--------- INSPECTION PROCEDURES: lNSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS POR TIIE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMlTIALS. FOLLOWING COMPLETION OF TI-IE WORK, THE LANDSCAPE ARCHlTECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS llEEN COMPLETED BY SUBMl'lTlNG THE "CERTlFICATION OF COMPLETION" FORM. A REQUEST FOR A JIINAL LANDSCAPE INSPECTlON BY THE CITY MUST ALSO llE MADE BY CALLING THE INSPECTION REQUEST LINE. "CERTIFICATION OF COMPLETION" FORM FAX TO: (760) 944-8943. LANDSCAPE INSPECl'ION REQUEST PHONE LINE: (760) 602-4602. c;/~-~ ,;,,::; /--. 6/~ -~~ ,> ~~'I! ,-0 • ,, ' ~----~C~~ ="'°'½ z---.-;.--r-2 .,.. ~~--~_....,.,a ~-~~~~NJ#t---.:/. }11 ;_~ I "--· ::O, •• tf°]i <~,,__' \ ~ ~ ~ ~'<•~"'•~ \•~-.....--..--,,....-_, ..... -= ~ ;,, ~ --::...-I' / ---' ---..-' ~~'-J -er:, '"~~',,!\\, ' ,~ \ \ ~-•1:i.< r \ ' ½ril.t · ~· ~ ~ i\ ri1i ,1 , 'Ill~ ~r, " \, lf~~"f'i/m '! ~[~11 qi, :~II~, ,, I \,,,,,)1'l i~ l~'tt1,Yi 111 , l'j\, If }- { I ~. -~ ( ::---... . . ·,. LOCATION MAP BACKFLOW PREVENTER TESTING: -'Z- ::---. ·,.-::--... 0' -~'~ ' ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED llY A ClilU!FlliD TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICI'. PIPE llETWEEN THE METER AND BACKFLOW PREVENTER SIIALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT llACKFLOW TESTERS CAN BE FOUND ON THE ClTY WEB SITE AT: lflTP://WWW.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WATER/DOCUMENTS/RECYCLEDWATERBACKFLOWTESTERLIST.PDF FOR RECYCLED OR H.ITP://WWW .CARLSBADCA.GOV /SER VlCES/DEPARTMENTS/W ATER/DOCUMENTS/W ATERBACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL (760) 438-2722. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE l'ROJECI' UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITlES FROM VIEW AND PROTECl' ALL UTILITIES (ABOVE & llELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. BE REQUIRED TO BE FINAL AS-BUILT PLANS WILL REVIEWED AND APPROVED llY MYLARS WILL BE REQUIRED· SIGNED TO THE CITY PRIOR TO ■ ToPIA L4<1<lsc'lpo Arcl,i1cc1"r•.Pl~n11i11ij ~-1·~1 w~p1.., s1n:c1 .Sui,.,-i;o s.,. Vie1;;<1. c..i;r,,,.n;.. n111 Tel: 8S~.~.Sli.0SSS ■ THE CITY AND FINAL ro 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 COVER SHEET.......................................................................................... 5 IRRIGATION Jv!AINL!NE MASTER PLAN I PROJECT MAP..................................................... 6 0 N IRRIGATION PLANS ............................................................................................................ 7 through 8 IRRIGATION NOTES AND LEGEND .. ....... ... ... ..... ......... .......... .... .. .. ............... ...... .................. .... 9 IRRIGATION DETAILS ....................................................................................................... 10 through 11 PLANTING PLANS.............................................................................................................. 12 through 13 PLANTING NOTES AND LEGEND ............................................................................................ 14 PLAN11NG 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 PROJECT MANAGER: 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 ---- T.M, DIAL TOLL FREE ' ' 1 -800 -422 -4133 ~ AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DATE INITIAL REVISIO~I DESCRIPTION OTHER APPIWVAL DATE DESIGN ARCHITECT: KITAbayashi Design Studio 517 Four th A venue, 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 CIVIL ENGINEER I LAND SURVEYOR: 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 T!ON AI\JO ONLY, INCLUO!AIG FOR PLANTING PRECISE LOCA T/ON OF PLAAITIAIG AREA. "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF Ci-\E'.LSBAD SHEETS PLAN~IING DIVISION [5 COVER SHEET FOR: CARLSBAD RANCH, PLANNING AR8A NO. 5 MAHBRISA PHASE II -VlLLA 59 I APPROVED: f-tv1:e( Lr-✓ ~~'1\ /c ·-z.t .1+ PLANNING OWN BY: AA PROJECT NO. INITIAL CHKD BY: MK CITY APPROVAL RVWD BY: MK I CT.03-02 I 428-9X. I ~ f-; ~ §3 r/l § -----------------------------------------------------------------------------------------------------------------------------------------------•"' C.M.W.D. ____ _ C0-1 · 0 3 N I~ \©SC4R ~ 74 ~ OF CAL\ 0 20 40 60 80 ■ ToPIA ~MI W,ple,; ~l""-'I, Suit~ 470 S•n lli,~u. C~lifornU, 9Jl2L kl: 15U5¥.U55S ""-"' li58.-15¥.0~S.\ ■ NOTES l. FOR CONSTRUCTION REFERENCES AND NOTES, SEE SHEET C-2. 2. FOR CONSTRUC'TION DETAILS, SEE SHEET CD-I. 1 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION 3 DATE INITIAL DATE INITIAL OIHER APPROVAL CITY APPROVAL APPROVED roR !RR/GA T!ON AA/0 PLAN TING OAIL Y, INCLIJO/AJG PRECISE LOCA T/0{\/ or PLANTIAJG AREA. II As B u I LT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF' CA11LSBAD SHEETS PLANNING DIVISION 15 CONSTRUCTION PLANS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBR!SA PHASE ll -VILLA 59 APPROVED: PLANNING OWN BY: -~A~A-PROJECT NO. DRAWING NO. CHKD BY: MK R\/WD BY: MK CT.03-02 428-9X C.M.W.D. ____ _ C-1 GENERALC.ONSTRUCTIONNOTES: , · A. ALL DIMENSIONS ARE TAKEN FROM CURil FACE OR EDGE OF PAVING, UNLESS OTHERWISE NOTED ON PLAN. THE DIMENSIONS ARE SHOWN FOR APPROXIMATE LINE AND ALL RADII AND CURVES ARE TO HAVE CONTINUOUS AND SMOOTH TRANSITIONS WITHOUT AIJRUPTCHANGES OR BENDS. ll. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECl'PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE). C. lJ. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION ANO SHALL BE HELO LIABLE FOR ALL DAMAGES INCURRED. CONTRACTOR SHALL NOTE AND INSTALL SLEEVE LOCATIONS SHOWN ON IRRIGATLON PLAN AND CONSTRUCl'ION PLANS. E. F. G. H. ALL CONSTRUCl'ION AND WORKMANSHIP SHALL CONFORM TO THE 1995 CALll'ORNIA IJUILDING CODE. THESE NOTES SHALL BE USED IN CONJUNCTION WIHI THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE AH'ENTION OF THE LANDSCAPE ARCHITECT. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND SITE CONDfl'IONS BEFORE STARTING WORK. LANDSCAPE ARCHITECT SHALL BE NOTLFIED IMMEDIATELY OF ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES. CONDITLONS NOT SPECIFICALLY SHOWN SHALL IJE CONSTRUCTED SIMILAR TO nm DETAILS FOR THE RESPECTIVE MATERIALS. L THE DRAWINGS AND SPECIFICATIONS lUiPRESENT THE FINISHED STRUCTURE. ALL BRACING, TEMPORARY SUPPORTS SHOIUNG, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECr lJO NOT INCLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONlJ!TIONS AT THE WORKSITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED [NSPECTIONS. J. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED IJELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE OWNER, LANDSCAPE ARCHITECT ANO THE APPLICABLE GOVERNING COlJEAUTflORITY. K. PRIOR TO THE START OF ANY LANDSCAPE CONSTRUCTION OF 'VILLA 59' THE LANDSCAPE CONTRACrOR SHALL EVALUATE THE EXISTING ADJACENT LANDSCAPE INSTALLATION AND ITS INTERFACE WlTH THE 'VlLLA 59' LANDSCAPE DOCUMENTS. HIE LANDSCAPE CONTRACTOR SHALL PROVIDE TO THE LANDSCAPE ARCHITECT AN ITEMIZED LIST OF ALL RELATED LANDSCAl'E WORK THAT NEEDS TO BE ADJUSTED AS A RESULT OF THE 'VILLA 59' LANDSCAPE DOCUMENTS. THESE PLANS REPRESENT THE BIDDING AND CONSTRUCllON rr~:Ms THAT ONLY RELATES TO THE LANDSCAl'E, LE. HARDSCAPE, IRRIGATION AND PLANTING. FOR BIDDING AND CONSTRUCl'ION ITEMS AS RELATED TO ARCHITECTURAL, CIVIL, ELECTRICAL, PLUMBING, MECHANICAL AND STRUCTURAL, TUE CONTRACTOR SHALL REFER TO THEIR RESPECTIVE PLANS FOR DETAILl,;D INFORMATION. ALTHOUGH THE ABOVE CONSULTANTS INFORMATION IS REFLECTED ON TOP!A'S !'LAN, THIS INFORMATION IS SHOWN FOR R~:FERENCE ONLY. ■ ToPIA L •nd• cap~ Archi ICC lti r~.l'J,J11>ittii 9-~~\ l'r'•l'I'-'" SLI..,,.1.. SuiL<:•170 S•n lliell". C.JifurnU.. 9!121 M: ¥51U5ll.0555 F.1.t: U8,151i.055-I ■ CONSTRUCTION REFERENCES/FINISII SC:IIEDUI,ING:, . . . . . , . '. , 0 0 0 0 INSTALL 3-l/2" THlCK CONCRETE PAVING PER DETAIL A, SHEET CD-l. lvUNU FA CTU 1/E COLOR I f'/N/Sf/ NATURAL COLORED CONCRETE TO MATCfl PA VINO AT THE SHERATON HOTEL FINISH TO BE RETARDANT TO MATCH PAVING AT THE Sf!ERATON HOTEL INSTALL EXPANSION JOINT PER DETAIL A, SHEET ClJ-1. CAULKING: MANUFACTURE COLOR I NN!Sfi NIA MATCH ADJACENT PAVING COLOR AND RAKE WITH SILICA SAND INSTALL WEAKENED PLANE JOINT PER DETAIL A, SHEET CD-I. INSTALL 3-112" THICK CONCRETE PAVING AT VILLA PATIO PER DETAILS A AND B, SflEET CD-I. MANUFAC'l'URE COLOR I f'IN!Sf/ NATURAL COLORED CONCRETE TO MATCH PAVING AT EXISTING VILLA UNITS FINISH TO MATCH PA YING AT EXISTING VILLA UNITS I SH~ET I .... _, , ... ' .·:' AVAJLABLE' UJRU NIA AVAILABLE' '/1/RU NIA AV AILAllLEi '/1/RU NIA APPRO VEO r OR !RR/GA T!ON A1\JO PLAA!T!NG ONLY, !NCLIJO!AIG PRECISE LOCA TIDAi or PLAAI TING AREA. "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CI'I'Y OF' C1-\RLSBAD SHEETS PLANNING DIVISION 15 CONSTRUCTION NOTES AND REFERENCES FOR CARLSBAD RANCrC PLANNING AREA NO. 5 MARBHISA PHASE II -VILLA 59 APPROVED: PLANNING DArE INITIAL DESIGNER OF WORK REVISION DESCF"PTION OWN BY; AA I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY; MK CT.03-02 428-9X 0 fHER APPROVAL CITY APPROVAL RVWD BY; MK ; § VJ ~ .. -----------------------------------------------------------------------------------------------------------------------------------------------------•"' C.M.W.D. C-2 Cl µ.j (i) 0 0 0 0 © 0 2" CLEAR TYP. FACE OF BUILDING OR WALL. l/2" 1/8" WIDE X 1/3 DEPTH OF SLAP SAWCUT JOlNT AS INDICATED ON PLAN. 1/4" RADlUS AT ALL CORNERS. FlNISH SURFACE. 6 NOTE: I. SEE CONSTRUCTION REFERENCES FOR MATERIALS, COLORS AND FlNlSHES. 2. FOR CONCRETE PAVING THAT IS FOR VEHICULAR USE, CONCRETE DEPTH SHALL BE 6". 1/4 REBARS@ 16" O.C. IN BOTH DlRECl"lONS ELEVATED ON CHAIRS CENTERED lN SLAB. 1/2" HllCK FULL DEPTH FELT EXPANSION BOARD WlTH EXP AN DAil LE CAULK.ING. COLOR TO MATCH PAVING. RAKE WITH SILICA SAND COATlNG. COMPACTED SUB BASE PER SOIL ENGINEER'S RECOMMENDATlON. A TYPICAL CONCRETE PAVING l"=l'-0" 8 TYPICAL CONCRETE PATIO AT BUILDING VILLA/ SALES (D lNSTALL 3-l/2" T~llCK NATURAL COLORED CONCRETE WlTH RETARDANT FlNISH. ARCHITECTURAL TOPPING TO BE APPLIED TO SLAB. SEE ARCHITECTURAL PLANS. {l) EXPANSION JOINT SEE DETAIL A, SHEET CD-l (D WEAKEN PLANE JOINT SEE DETAIL A, SHEET CD-l ■ ToPIA 9-11 I Waples S11,,.1,, SW!e-170 8,,n U«~Y. c:.l,furnia. \12Jll 'rd: li.li.1511.0S55 l'J.o.: ~ilA:l&.055-1 ,, C,tifumi• Cu<p<Jr-.ili,,n . DATE INITIAL ·:··,-~_-·· . ('j /1\ NTS DATE 1/IITIAL DATE INITIAL APPROVED FOR !RR/GA T/ON AA/0 PLAN TIAIG ONLY, !NCLUDIAI G PRECISE LOCA T!ON OF PLAAI TING AREA. "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH!ET I CITY OF CARLSBAD m PLANNING DIVISION 5 CONSTRUCTION DETAIIB FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MAfWRlSA Pf[ASI': [[ -VILLA 59 APPROVED: ~_;~ j l,c, ti~--21+ /-i,-z.4-IJ,, PLANNING DWN BY: AA PROJECT NO. CHKD BY: MK ~ r< ; VJ I 1428-9)<° DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APmOVAL RVWD BY: MK CT.03-02 ----------------------------------------------------------■--------------------------------------~ C.M.W.D. -----CD-1 GENERAL NOTES RECYCLED WATER NOTES RECYCLED WATER SYSTEM (PRIVATE) SHEET INDEX I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER OISTRICl''S RULES ANO REGULATIONS. 2. ORIN KING WATER FOUNTAINS AND OESLGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WLHI RECYCLEO WATER SPRAY, MIST OR MISTLNO. SHEET TITLE SHEET NUMBER TITLE SHEET ................................................................................................ 5 IRRIGATION MAINLINE MASTER PLAN I PROJECT MAP ...................... 6 IRRIGATION PLANS ........................................................................... 7 through 8 3. BEST MANAGEMENT PRACflCES SHALL llE USED TO ELIMINATEORCONTROLTOTHE BEST EXTENT POSSIBLE PONDING, KUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE BLBS ARE STRICTLY PROHlBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICl'LY PROH!BlTED. CARLSBAD RANCH, PLANNING AREA 5 RESORT SITE-MARBRISA PHASE II IRRIGATION NOTES AND LEGEND ........................................................... 9 IRRIGATION DETAILS...................................................................... IO through I I ' 6. NO SUBSTITUTLON OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PIUORAPPROVAL OF THE CITY OF CARLSBAD MUNICLPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HA VE WARNING TAPE PER CARLSIJAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM L0:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH OISLNFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORLTY. IRIUGATION DURING PUBLIC USE PERIODS Wflll DISINFECl'ED TERTIARY RECYCLED WATER SHALL BE UNDER nm SUPERVISION OF THE DESIGNATE{) USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF l0:00 P.M. TO 6:00 A.M. 9. BURLAL OF ALL WIRING AND PIPING SHALL MEET ClTY OF CARLSBAD WATER DISTRICL'S RULES AND REGULATIONS LO. NON-DESIGNATED USE AREAS SHALL BE PROTECrED FROM CONTACT WITH RECYCLED WATER, WflETHER BY WIND BLOWN SPRAY OR BY DIRECT APPLICATLON THROUGH IRRIGATION OR OHLER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCrlON PRACrtCE OR SYSTEM OPERATLON IS STRLCTLY PROHIBITED. L l. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER- SPRA YING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. L2. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER OISTRlBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. l3. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECrlON L l68 L5 OF THE CALIFORNIA HEALTH AND SAFETY CODE. L4. ALL IRRIGATION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LALO WITH WARNlNG TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER OISTRICT'S RULES AND REGULATIONS. L5. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER ANO SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS OIRECfED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. L6. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES ANO MAINTAIN AT LEAST TWELVE INCHES CROSSlNG SEPARATlON BETWEEN OTHER UTILITIES. l7. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUSTBEINSTALLEDABOVEA POTABLE WATER LINEOR LESS TIIAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WlTWN AN APPROVED PROTECTIVE SLEEVE AS PER TIIE CARLSBAD MUNICIPAL WATER DISTRLCr'S RULES AND REGULATIONS. L8. THE REQUIRED CROSS-CONNECrlON SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNIClPAL WATER DISTRICI' ANO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. l9. THE REQUIRED CROSS-CONNECTION INSPEC!lON SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DLEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF LNSPECTION REPORTS WILL BE FORWARDED TO THE NON-LNSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, wrrH THE BA.SIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTlON, THE RECYCLED PUREYOR'S RULES AND REGULATlONS ANO THE SPECIFIC REQUIREMENTS OF A RECYCLEO WATER SYSTEM. COPLES OF THE DESIGNATION, WITH CONTACT PL·IONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRLC'T. IN CASE OF EMERGENCY CONTACI' ALLEN PRIDA AT (619) 498-2900 OR AFTER HOURS CONTACI' ALLEN PRIDA AT (619) 498-2900 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS ANO ANY WATER WELLS ANO WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. THERE ARE NO DRINKING FOUNTAINS ON THE SITE. THERE ARE NO DESIGNATED OUTDOOR EATlNG AREAS ON THE SlTE. 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WLTH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED IJY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL IRRIGATLON UACKFLOW PREVENTERS SHALL BE TESTED BY A CERTlFIEO TESTER AND RESULTS MUST BE ULVEN 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 Sl'l'E AT http://www.carlsbadca.gov/scrviccs/dcp.utmcnts/watcr/Documcnts/ rccyclcdwatcrbacktlowtcstcrlist.pdf for recycled or http://www.carlsbadca.gov/scrviccs/ dcpartmcnts/watcr/Documcnts/watcrbucktlowtcstcrlist.pdf fur potable or call 438-2722. 26. WHEN A CROSS CONNECTION SHUTDOWN TEST IS REQUIRED, CONTRACTOR SHALL FOLLOW THE SHUTOOWN TEST METHODOLOGY OF "METHOD I" PER THE SAN DIEGO COUNTY OEPARTMENT OF ENVLRONMENTAL HEALTH'S RECYCLED WATER MANUAL. ~--------PURPLE BACKROUND SIGNAGE NOTES THE FOLLOW LNG GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE Tl·IEY ARE EASILY VISIIJLE. PLACE ON 8-L/2" X L l" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. L. GUIDELINES FOR RECYCLED WATER USE A. IRRLGATE BETWEEN THE HOURS OF l0:00 l'.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 LE[·T UNA°ITENDED DURING USE OUTSIDE THE NORMAL SCHEOULE. U. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONOING. HIE APPLICATION RATE SHALL NOT EXCEED THE LNFlLTRATlON RATE OF THE SOLL. TLMERS MUST BE ADJUSTED SO AS TO BE COMPA°l'IBLE WITH THE LOWEST SOLL LNFILTRATlON RATE PRESENT. nus PROCEDURE MA y BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING TflE REPEA°r FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXLMUM SOIL ABSORPTlON). 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 SIOEWALKS. D. MONITOR ANO MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FALLURE. llROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANOSCAPE CONTRACfOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MALNTENANCE PERSONNEL ON A CONTINUOUS IJASIS, REGARDING THE PRESENCE OF RECYCLED W A°rER. MAINTENANCE PERSONNEL MUST BE LNFORMED THAT W A°rER LS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR OLUNKLNG OR FOR HAND ANO TOOL WASHING, ETC. F. OBTAlN PRIOR APPROVAL OF ALL PROPOSED CHANGES ANO MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST IJE SUBMITTED TO, ANO APPROVEO BY, THE DISTRICT ENGINEERING OFFICE ANO OESLGNED IN ACCORDANCE WLTH DISTRICT STANDARDS. I. ALL RECYCLED WATER SPRLNKLER CONTROL VALVES SHALL llE TAGGED WITH IDIJNTWICA°rtON TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED W A°fER • DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA· NO TOMAR" IMPRINTED ON THE OTHER SIDE. lMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAOS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. ll. ONE TAG SHALL BE ATl'ACHEDTO EACH VALVE AS FOLLOWS: I. ATfACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATIACH TO SOLENOID WIRE OIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. A°ITACH TO VALVE COVER WlTH EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. G. EACH AUTOMATIC CONTROLLER ANO ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WLTH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH ANO SPANISH, WLTH llLACK LETfERS I" IIIGHON A PURl'LE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZLNG THE EQUlPMENT. DECLARATION OF RESPONSIBLE CHARGE: L HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR nus PROJECT, THAT L flA VE EXERCISED RESPONSlBLE CHARGE OVER THE DESIGN OF nus PROJEcL· AS DEFINEO IN SECTION 6703 OF THE BUSLNESS ANO PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WlTH CURRENT STANDARDS. L UNDERSTAND THAT THE CHECK OF PROJECf DRAWINGS ANO SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REV LEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSEO OESJGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS IIA VE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANSCAPE CONCEPT PLAN, W A°fER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. PHONE NO: ~ ) #-{) s< REGISTRATION NO: Z(tf'&, EXPIRATION DATE: DI BLACK LOG07 I r----1" BLACK LETTERS 36" / In Order to Conserve Water ... DIAL TOLL FREE 1 · 800 · 422 · 4133 AT LEAST TWO DAYS 8EFORE YOU OIG (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER IN USE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA PROJECT MAP 0 N LEGEND POTABLE WATER METER RECYCLED WATER METER BACKFLOW PREVENTION OEVICE INSTALL PER CMWO -W----POTABLE WATER LING -RW--RECYCLED WATER LINE RECYCLED WATER -RG-PRESSURE SUPPLY LINE [ZZ) 6 - FIRE SERVICE LINE RECYCLEO WATER USE AF<[A DO NOT DRINK SIGN OUTDOOR EATING AREA (PROTECTED AGAINST CON- TACT WITH RECYCLED WATER) • NOTE: SITE TOO LARGE TO SHOW IN THIS AREA. SEE Sf!EET L-0.0 FOR PROJECr MAP/lRRLGATION MALNLINE MA.STER PLAN WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND JRRLGATION PLANS CONTAINED IN THE ClTY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATlONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATlONS ANO nm LANDSCAPE MANUAL. I CERTIFY THAT HIE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. BYdve)-~~e ,, REGISTRATION NO: \ ' r INSPECTION PROCEDURES: NOT TO SCALE INSPECflON OF THE PROJECI' SHALL BE PERFORMED BY THE LANDSCAPE ARCH[l'ECT OF THE WORK, OR HIS DESLGNATED AGENT. REFER TO THE SPECIFLCATLONS FOR THE SCHEDULE OF REQUIRED INSPECrtONS AND REQUIRED SUBMrlTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECI' OF THE WORK WILL CEIUlFY THAT nm INSTALLATION HAS BEEN COMPLETED BY SUBMITrlNG THE "CERTIFICATION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECl'ION REQUEST LINE. FAX THE "CERTIFICATlON OF COMPLETION" FORM TO (760) 944-8943. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602. CITY OF OCEANSIDE INSPECTION PROCEDURES I. DISTRICT CONSTRUCrtON INSPECl'ION SHALL INCLUDE: A. REQUIRED SEPARA°flON BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTICALLY). B. PIPE IDENTlFICATION. C. SLEEVING A°r CROSSINGS. D. APPROPRIATE MATERIALS ANO MARKINGS, INCLUDING PROl'ER QUICK COUPLERS. AN APPROVAL LE°ITER REGARDING THE LNSPECrlON OF nm PROJECT SHALL BE OBTAINEO FROM THE CITY ANO THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FlNAL LNSPECTION SHALL INCLUOE: A. SLONAGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. C. TAGGING OF VALVES. 0. COVERAGE TEST Al<TER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECfS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOff, AND PONDING. F. REQUIRED PROTECl'ION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, E°rC. H. CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECl'ION SHALL INCLUOE: A COMPLETE INSPECTlON THAT WLLL COVER A-I OF THE DISTRLCf FINAL INSPECrtON. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ClTY ENGINEER AND DISTRLCT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. HIGHWAY PACIFIC OCEAN l CITY AVE NOT TO SCALE CITY OF VISTA ,__,....__ r=---rl OF ENCINITAS~ VICINITY MAP APPROVED FOR IRRIGATION AND PLANTlf\lC ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COU~ITY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION GLEN~I LEEKS ENVIRON,IENTAL HEALTH SPECIALIST "AS BU IL T" TITLE REVIEWED BY: INSPECTOR /?-1(,,-/ 'j DATE DATE DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 5 CITY OF CARLSBAD PLANNING DIVISION PRIVATE (O~ISITE) RECYCLED WATER SYSTEM FOR: LS SHEETS CAf{LSBAD RANCH, PLANNING AREA NO. 5 R CYCLED WATER DO NOT DRINK NO TOME EL AGUA CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME ______________ ~---l-----t------------------t----t---t---.,----1 SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR 12" X 36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS TYPICAL SIGNS WASH HANDS AFTER CONTACTING VESE SUS MANOS DESPUES DE USAR 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS ADDRESS: TELEPHONE: DATE PLAN PREPARED: __________ _ BY: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL MAfWRISA PHASE II -VILLA 58 APPrWVED ~)~ L{' 12.\ ~ .;,,tr I :i. vf--l-f PLANNING DATE DHWN BY: AA PROJECT NO. DRAWING NO. DATE INITIAL CITY APPROVAL CHCl<D BY: MK CT.03-02 428-9X ~ ~ gl CIJ f;l --------------------------------------------------------------------------------------~"'!'!'"' I-0 r TION METER.NO. RI METER SIZE: 2" METER ELEV A TION. 182 STATIC PRESSURE· . 86.86 PSI METER TYPE: . RECYCLED STREET STATIONING: 45+60.00 ?00 300 400 \ NOTE: NO ~EW WATER METERS ~~iKFLOW PREYENTERS OR THISDS~~%_7~~~G AREAS IN ■ ■ NOTE: FOR ADDITIONAL METER l . POINT OF CONNECTION . Nf:O~MATION INCLUDING METER INFORMA T ION METER NO. R2 METER SIZE· 2" METER ELEY ATION: 197 STATIC PRESSURE· METER TYPE· . 80.41 PSI RECYCLED STREET STATIONING: 42+93.08 LEGEND: SYMBOL • -·-·-·-·-·- ..... -·-·-·-·-·- IIJU" OU U>U II 111 u1uu, Ill U U EB [TI] IEzl IE] om om ►◄ -------- . DESCRIPTION NEW "DO FOR MA~i~~RINK" SIGNAGE PHASE ll -VILLA 59 FNEW RECYCLED MAINLINE OR MARBRISA p HASE Il -VILLA 59 NEW IRRIGATION GA TE VAL VE EXISTING RECYC MARBRlSA PHAsii71D MAINLINE FOR EXISTING POTAB MARBRISA PHASt~IMAINLINE FOR EXISTING RECYCLED AND PHASE 1 MAINLINE FOR SLOPES EXISTING POTABLE AND PHASE 1 MAINLINE FOR SLOPES EXISTING TEMPORARY (FUTURE CONNECTION CONNECTION TO FIRE HYDRA TO METER Rl) NT EXISTING POTABLE p O C I ... WATERMETER(3TOTAL) EXISTING RECYCLED p .O.C. I WATER METER EXISTING IRRIGATION GATE VALVE EXISTING "DO NO T DRINK" SIGNAGE EXISTING RECYCLE SLEEV.lNG FOR STR~ETW ATER MAINLINE CROSSING AREAS PROPOSED FOR RECYCLED WATER LIMIT OF WORK (2 TOTAL) AP PRO V[O FOR IRF?IGA TIO/\/ ANO PLAN TING 0/\/L Y, I/\/CLUDING PR[C/S[ LOCA TIO/\/ OF PLA/\ITING AR[A. ADDITIONAL IRRIGATIO S rA I IC PRESSURE AND BACKFLOW PREVENTER N EQUIPMENT SUCH AS !~NSOR, SEE APPROVED'c~t~-~ER V ALYE AND FLOW D APPROVED CITY ORA WING RAWIN_c_; l/428-9L, SHEET 2 I 11428-9 I, SHEET 15. "AS BU IL T" DATE lNfTJI-\L DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL EXP ____ _ DATE REVIEWED BY: C DATE 'ITY OF' CARLSB \D PLANNING DIVISION fl INSPECTOR SHEETS 15 PROJECT MAP /IRRIGATION MAINLINE APPROVED: PLANNING DWN BY: CHKD BY: RVWD BY: C.M.W.D. AA MK MK PROJECT NO. CT.03-02 I DRAWING NO. . 428-9X 1-0.0 WING #428-9M, SEE CITY APPROV~~ g~tGE AND CENTRAL SHEET l-l3 FOR R~ROLLER LOCATION IRRIGATION CON N t 40 60 80 ■ ■ DATE INITIAL NEF\ OF WORI< DESIG REVISION DESCRIPTION DATE INITIAL 0 IHER APPIWVAL DATE INITIAL Cl fY APPROVAL APPROV[g ~7:NTING !RR/GA T!ON AN!\JG PRECISE OA/L Y, IAICLUOI PLANTIA!G LOCA TIDAi OF AREA. ,, AS BUILT" RCE __ REVIEWED BY: EXP. DATE DATE INSPECTOR -, ' -.. SBAD C .['I' y o £1 C AI{L I SH~ET I . PLANNING DIVISION SHEETS 15 IRRIGATION PLANS FORCH PLANNING A[{EA NO. 5 CARLSBAD RAN ' ll _ VILLA 59 MARBRISA PHASE: I APPROVED: PLANNING DWN BY: CHKD BY: RVWD BY: AA MK MK PROJECT NO. CT.03-02 I DRAWING NO. 428-9X C.M.W.D. 1-1 ' ■ To P I 1\, ..... ,"' h"tcnurc. l..•nJsc•po A« ' , ea ~uiu:•110 9-111 Waples .~~'.fuu;;.,,_ '12121 ~.m u_,cio · ~ 4Sli05S5 rel: u · 5~ rus.1 fa,c SJl!.-1 ' 20 40 60 80 A CJ.Jiforni~Corpoouiuu ■ DATE INITIAL OF WORK DESIGNER \'<Y \ \ \ REVISION \ DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL OVED FOR APPR D PLANTING !RR/GA T!ON A~AIG PRECISE OA/L Y, IA/CLUgF PLAAI TIAIG LOCA T!OAI AREA. -" "AS BUIL1 RCE -=---.EEXXP. ___ _ DATE REVIEWE D BY: INSPECTOR . I I F?LS Bi-\0 fsHml c·t'I'Y OF co1vA1s10N L___!_j · PLANNING DATE SHEETS 15 IRRIGATION PLANS FONR:C!-1 PLANNING ARE:A NO. 5 C \IiLSBAD f{A ' i \ VILLA 5g C.M.W.D. MARBRISA PHASE: II - AA MK MK PROJECT NO. CT.03-02 DRAWING NO. 428-9X IB-1 IRRIGATION NOTES: I 2. 3. 4. 5. 6. 7. 8. 9. LO. 11. 12. 13. 14. 15. ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL !JE INSTALLED IN SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL !lE A MlNlMUM OF TWlCE (2X) THE DlAMETER OF THE PIPE TO llE SLEEVED. CONTROL WlRE SLEEVES SHALL !JE OF SUFFlClENT SIZE FOR THE REQUlRED NU Mil ER OF WIRES UNDER PAVlNG. SLEEVE SIZES FOR IRRIGATION LlNES SHALL BE A MINIMUM OF TWO TIMES THE SlZE OF THE L!NE LT SERVES. ALL LATERAL LlNE l'lPlNG UNDER PA VlNG SHALL llE PVC SCHEDULE 40 OR 80 l'll'E AND SHALL BE lNSTALLED l'RlOR TO PAVlNG. MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS A. PRESSURE LINES *LESS THAN 3" IN DlAMETER · 18" COVER *3"-5-1/2" IN DIAMETER· 24" COVER *6" OR GREATER IN DlAMETER · 36" COVER !l. LATERAL LINES· 12" COVER C. SLEEVES UNDER ROADS *6" OR LESS IN DlAMETER · 36" COVER *GREATER THAN 6" IN DlAMETER · 48" COVER D. SLEEVES UNDER PA VlNG (NON-ROADS): SAME AS "A" ABOVE SLEEVES UNDER ROADS *6" OR LESS lN DIAMETER· 36" COVER *GREATER THAN 6" IN DIAMETER· 48" COVER SCHEDULE 80 PVC SLEEVES UNDER PAVING (NON-ROADS) *LESS THAN 3" IN DIAMETER· 18" COVER *3"-5-112" lN DIAMETER· 24" COVER *6" OR GREATER IN DIAMETER· 36" COVER SCHEDULE 40 PVC PlPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL llE PERMlTllllJ, 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 S~lALL BE PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRlCAL SOURCE TO THE CONTROLLER. ALL SPRlNKLER HEADS SllALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHER WISE SPEC[FIED. THE lRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE wrnr MINlMAL OVERSPRA Y ONTO WALKS, STREETS, WALLS, ETC. THIS DESIGN IS DIAGRAMMATlC. ALL PIPING, VALVES, ETC., SHOWN W!TlUN PAVED AREAS LS FOR DESIGN CLARIFlCATION ONLY AND SHALL !lE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. IT LS THE RESPONSlBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATlON OF WALLS, RETAINlNG WALLS, STRUCTURES AND UTILlTIES. THE IRRlGATlON CONTRACTOR SHALL REPA[R OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORD[NATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND lNSTALLATION OF PlPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. DO NOT WILLFULLY lNSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN 1T lS OBVIOUS lN THE FlELO THAT UNKNOWN OBSTRUCTlONS, GRADE DIFFERENCES, OR DIFFERENCES lN THE AREA OlMENSIONS EXlST THAT MlGHT NOT l-lA VE BEEN CONSIDERED IN THE ENGlNEERING. SUCH OllSTRUCTlONS OR DlFFERENCES SHOULD BE BROUGHT TO THE ATlliNTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT TI-US NOTIFICATION IS NOT PERFORMED, THE IRRIGATlON CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVlSIONS NECESSARY. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPEC!FIED SHALL BE INSTALLED AS l'ER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. THE SPRINKLER SYSTEM DESlGN IS llASEO ON A MINIMUM OPERATING PRESSURE OF 80 PSI AND A MAXlMUM FLOW DEMAND OF 75.0 GPM. THE IRRIGATION CONTRACTOR SHALL VERlFY WATER PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY OlFFERENCE BETWEEN THE WATER P!UiSSURE lNOICATED ON THE DRAWlNGS AND THc ACWAL PRESSURE READING AT THE lRRIGATlON POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL lNCLUDE lN ll!S BID AN AOUITIONAL CONTROL WIRE FROM THE CONTROLLER TO EACH VALVE ON THE SYSTEM. lNSTALL POP UP HEADS WITHlN 10' OF ALL PEDESTRIAN USE AREAS. INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. FINAL AS-BUlLT PLANS WILL BE lUiQUIIUiD TO BE REVIEWED AND APPROVED BY THE crrY AND FlNAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE ClTY l'RIOR TO RELEASE OF SECUR!TlES. LRRIGATlON LEGEND: SYMBOL MFG. ~ (!) ® @ i' 0 i e i @ RAINBIRO RAINUIRD RAINUIRO RAIN BIRO RAINBIRO RALNBIRD RAINBIRO RAINBIRD RAINBIRD RAlNBIRD RAINBIRD RAlNBIRD RAINBlRD RAlNBlRO RAlNBLRD RAlNlllRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAlNBIRD RAlNBIRD RAINBIRD RAINBIRD RAINBIRD RAlNBlRD RAlNBIRD RAINBIRD RAlNBIRD RAlNBlRD RAINBIRD RAlNBIRO RAINBlRD RAINBIRD RAlNBIRD RAINBIRD RAINBIRD RAlNBlRD RAINBIRD RAINBlRO RAlNBIRO RAINBIRD RAlNlllRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAlNBIRD RAINBIRD RAINBlRD RAINBIRD RAlNBIRD RAlNBIRD RAINBlRD RAlNBIRD RAINBIRD HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER NOTE: . MODEL NUMBER/DESCRLeTlON 1804-NP-SAM-l5F TURF POP UP, 360° 1804-NP-SAM-15H TURF POP UP, 180° l804-NP·SAM·l5Q TURF POI' UP, 90° l804-NP-SAM-15V TURF POP UP, 180° l804-NP-SAM-l2F TURF POP UP, 360° 1804-NP-SAM-12H TURF POP UP, 180° l804-NP-SAM-12Q TURF POP UP, 90° l804-NP-SAM-12V TURF POP UP, 180° 1804-NP-SAM-I0F TURF POP UP, 360° 1804-NP-SAM-IOH TURF POP UP, 180° 1804-NP-SAM-I0Q TURF POP UP, 90° 1804-NP-SAM-I0V TURF POP UP, 180° l804-NP-SAM-8F TURF POP UP, 360° 1804-NP-SAM-8H TURF POP UP, 180° 1804-NP-SAM-SQ TURF POP UP, 90° 1804-NP-SAM-SV TURF POP UP, 180° l8l2-NP-15EST SHRUB POP UP, END STRIP 1812-NP-15SST SHRUB POP UP, SlDE STRIP 1812-NP-5Fll SHRUB POP UP, BUBBLER 18 l2-NP-5HB SHRUB POP UP, BUBBLER 1812-NP-5CST-B SHRUB POP UP, BUBBLER 1812-NP-SAM-151' SHRUB POP UP, 360° l8l2-NP-SAM-15H SHRUB POP UP, 180° 1812-NP-SAM-15Q SHRUB POP UP, 90° 18l2-NP-SAM-15V SHRUB POP UP, 180° l812-NP-SAM-12F SHRUll POP UP, 360° 18l2-NP-SAM-12H SHRUB POP UP, 180° 1812-NP-SAM-12<~ SHRUB POP UP, 90° l8l2-NP-SAM-12V SHRUB POP UP, 180° 1812-NP-SAM-I0F SHRUB POP UP, 360° 1812-NP-SAM-I0H SHRUB POP UP, 180° 18[2-NP-SAM-IOQ SHRUB POP UP, 90° [812-NP-SAM-I0V SHRUB POP UP, 180° 1812-NP-SAM-SF SHRUB POP UP, 360° 18 l2-NP-SAM-8H SHRUB POP UP, 180° l812-NP-SAM-8Q SHRUB POP UP, 90° 1812-NP-SAM-SV SHRUB POP UP, 180° l812-NP-SAM-5F SHRUB POP UP, 360° 1812-NP-SAM-511 SHRUB POP UP, 180° 18l2-NP-SAM-5Q Sf!RUB 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-l2F SHRUB SPRAY, 360° PA-8S-NP-12H SHRUB SPRAY,, 180° PA-8S-NP-12Q SHRUB SPRAY, 90° PA-8S-NP-l2V SHRUB SPRAY,, 180° PA-8S-NP-I0F SHRUB SPRAY, 360° PA-8S-NP-I0H SHRUB SPRAY, 180° PA-8S-NP-lOQ SHRUB SPRAY, 90° PA-8S-NP-I0V SHRUB SPRAY, 180° PA-8S-NP-8F SHRUB SPRAY, 360° PA-8S-NP-8H SHRUB SPRAY, 180° PA-8S-NP-8Q SWZUB SPRAY, 90° PA-8S-NP-8V SHRUB SPRAY, 180° MP-100-90 SHRUB ROTOR POP-UP (90°-2I0°) l-20-l2-l.5SR SHRUB ROTOR POP UP l-20-12-1.5 SHRUB ROTOR POP-UP l-20-12-3.0 SHRUB ROTOR POP-UP l-20-00-l.5SR SHRUB ROTOR l-20-00-l.5SR SHRUB ROTOR. 360° l-20-00-1.5 SHRUB ROTOR l-20-00-1.5 SHRUB ROTOR· 360° l-20-00-3.0 SHRUB ROTOR 1-20-00-3.0 SHRUB ROTOR. 360° PSI .GPM RADIUS NOZZLE NOTES 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 40 50 50 50 50 50 50 50 50 50 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 0.56 I.I I 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 0.37 1.50 1.50 3.00 1.50 l.50 1.50 1.50 3.00 3.00 14 FT 14 FT 14 FT 14 FT l I FT l I f<T 11 FT 11 FT 9 FT 9 FT 9 FT 9 FT 7 FT 7 FT 7 FT 7 FT 4Xl4 FT 4X28 FT 5 FT 5 FT 5 FT 14 FT 14 FT 14 FT 14 [<T 11 FT 11 FT 11 [<T 11 FT 9 FT 9 FT 9 FT 9 FT 7 FT 7FT 7 FT 7 FT 4 FT 4 FT 4 FT 14 FT 14 FT 14 FT 14 vr 11 FT l I FT 11 FT 11 FT 9 f<T 9 FT 9 FT 9 FT 7 l'T 7 FT 7 FT 7 FT 8-15 FT 25 FT 3l FT 38 l<T 25 FT 25 FT 31 FT 3IFT 38 FT 38 Ff 15F 15H I5Q 15V 12F 12H l2Q 12V I0F LOH I0Q I0V 8F 8H 8Q 8V 15EST 15SST 5FB SHH 5CSTll l5F l5H 15Q 15V 12F 12H 12Q l2V !OF l0H I0Q IOV 8F 8H 8Q 8V SF 5H 5Q 15F 15H 15Q 15V 12F 12H l2Q 12V I0F I0H L0Q l0V 8F 8H 8Q 8V l.5SR 1.5 3.0 l.5SR l.5SR 1.5 1.5 3.0 3.0 SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE OETAlLA SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAlLA SEEDETAlLA SEE Dl\TAlL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAIL A SEE DETAlL BAND C SEE DETAIL ll AND C SEli DETAIL B ANO C SEE OETAIL BAND C SEE DETAIL BAND C SEE OETAIL B AND C SEE OETAIL ll ANO C SEE DETAIL BAND C SEE DETAIL 13 ANO C SEE DETAIL BAND C SEE DETAIL BAND C SEE OETAIL B ANO C SEE DETAIL BAND C SEE DETAIL BAND C SEE DETAIL ll AND C SEE DETAIL BAND C SEE DETAIL BAND C SEE DETAIL BAND C SEE DETAlL BAND C SEE DETAIL BAND C SEE DETAIL lJ AND C SEE DETAlL BAND C SEE DETAIL ll AND C SEE DETAIL BAND C SEE DETAIL D SEE DETAIL D SEE DETAIL D SEE DETAIL D SEE OET AIL D SEE DET AlL D SEE DETAIL D SEE OETAlL 0 SEE DETAIL D SEE DETAIL D SEE DETAlL 0 SEE DETAIL D SEE DET AlL D SEEDETAlL D SEE DETAIL D SEE DETAIL D SEE DETAlL E SEE DETAIL E SEE DETAIL E SEE DETAlL E SEE DETAlL F SEE DETAlL F SEE DETAlL F SEE OETAILF SEE DETAIL F SEE DETAlL F NOZZLES SHALL BE MODIFIED AS NECESSARY TO CREATE MATCHED PRECIPITATION RATES IRRIGATION LEGEND (CONTINUED): .. SYMBOL MFG. RW SIGN - RAINBIRD NELSON NIBCO U.G.T. KIJI MODEL NUMBER/DESCRlPTlON . PS[ GPM RADHJS NOZZLE -NOTES PESB-R SERIES REMOTE CONTROL VALVES· SEE PLAN FOR SIZE NliLSON 7645 QUICK COUPLER VALVE. RECYCLED T-113 GATE VALVE, LINE SIZE. IN PURPLE VALVE IJOX SA6-RB 1-40/LPP/MSP/EMP 16/FS · 300 · 40 STATION SATELLITE:: CONTROLLER CV SERLES ADJUSTABLE lNLINE CHECK VALVES RECYCLED WATER SIGN SEE DETAILG SEE DETAlL H SEE OETAlL l SEE DETAILJ PER MANUFACfURER SEE DETAIL K -·-·--·-·- APPROVED APPROVEO APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED PVC CL. 315 MAINLINE (PURPLE PIPE) WlTH WARNlNG TAPE, SIZE 2" MIN. PVC SCH. 40 MAlNLINE (PURPLE PlPE) WlTH WARNlNG TAPE, SIZE 1-1/2" MAX RECYCLED PVC SCH 40 (PURPLE PlPE) LATERAL LINE, SEE PLAN FOR SIZE POTABLE PVC SCH 40 LATERAL LINE, SEE PLAN FOR SIZE SEE DETAILS L, M, N AND P SEE DETAILS L, M, NANO P SEE DETAIL L FOR POTABLE SLEEVE SIZING, SEE IRRIGATlON NOTE Ill, THIS SHEET FOR RECYCLEO SLEEVE SIZING, SEE lRRIGATlON NOTE Ill, THIS SHEET COMMUNlCATlON CABLE· PAlGE MAXlCABLE IN I" CONDUlT FLOW SENSING CABLE· PS ELECTRIC P7162D IN I" CONDUlT APPROVEO MODEM LINE FOR MAXICOM EXISTING RECYCLED MAINLlNE PER SLOPE REVEGETATLON/EROSION CONTROL PLANS. SEE CITY PROJECf NUMBER CT.30-02, DRAWlNG NUMBER428-9L. SEE DETAlL L SEE DETAlL L SEE DETAIL L PER MANUFACTURER PER MANUFACTURER PER MANUFACTURER EXlSTING QUlCK COUPLER VALVE PER SLOPE REVEGETATION/EROSlON CONTROL PLANS. SEE CITY PROJECT NUMBER CT.30-02, DRA WlNG NUMBER 428-9L. ..... GATE VALVE PER SLOPE REVEGETATION/EROSION CONTROL PLANS. SEE ClTY PROJECT NUMBER CT.30-02, ORA WlNG NUMBER 428-9L. EXISTING REMOTE CONTROL VALVE PER SLOPE REVEGETATION/EROSlON CONTROL PLANS. SEE CITY PROJECf NUMBER CT.30-02, DRAWING NUMBER 428-9L. liXISTING RECYCLED MAlNLINE PER MARBRlSA PHASE II LANDSCAPE PLANS. SEE ClTY PROJECT NUMBER CT.03-02, DRAWING NUMBER 428-9T. EXISTING QUlCK COUPLER VALVE PER MARBRlSA PHASE ll LANDSCAPE PLANS. SEE ClTY PROJECT NUMBER CT.03-02, DRAWING NUMBER 428-9T. EXISTING EXlSTING GATE VALVE PER MARBRISA PHASE [[ LANDSCAPE PLANS. SEE CITY PROJECT NUMllER CT.03-02, DRAWlNG NUMBER 428-9T. REMOTE CONTROL VALVE PER PER MARBRISA PHASE II LANDSCAPE PLANS. SEE ClTY PROJECT NUMBER CT.03-02, ORA WING NUMBER 428-9T. RAINBIRD (3) RWS-BCG ROOT WATER SYSTEM UNlTS 25 0.25 SEE DETAlL 0 X ffiX VALVE/ CONTROLLER SEQUENCE I ~ -~---GALLONS PER MINUTE 7 . VALVESlZE _ NOTE: I. "NP" DESlGNATION lS FOR USE ON !UiCLAIMED (NON-POTABLE) SYSTEM. USE STANOARD HEAD AND NOZZLE FOR POTABLE SYSTEM. WORST CASE SCENARIO CALCULATION FROM METER "Rl" ON CANNON ROAD Carlsbad PA 5 Pressure Calculations Meter Size/POC Static Pressure (PSI) Peak Demand in GPM Pipe Segment Lateral 1 Lateral 2 Lateral 3 Lateral 4 Lateral 5 Lateral 5 Lateral 5 Lateral 5 Subtotal Mainline Size Pipe Class 3/4" SCH 40 3/4" SCH 40 3/4" SCH 40 3/4" SCH 40 3/4" SCH 40 3/4" SCH 40 3/4" SCH 40 1" SCH 40 4" CL 31 5 POC AT EXISTING 2" METER "Rl" 86.86 3.00 Flow GPM Length ( feet) 0.37 10.S8 0.74 9.33 1.11 8.27 1.48 8.31 1.85 9.51 2.22 10.98 2.59 10.75 2.96 2.11 2.96 2294.00 Reduced Pressure Back Flow Preventer Sprinkler Demand Control Valve 1 " Lateral Pipe Mainline Pipe Gate Valve 411 Fitting Loss Subtotal Elevation at Valve Elevation at POC Elevation Difference Total Required Pressure 3 195 182 multiplier 1 3 multiplier 0.75 0.43 Valve No. R-1 (FARTHEST VALVE FROM POCJ Velocity Ft/Sec 0.60 0.60 1.20 1.80 1.80 1.80 l.80 1.80 0.72 Actual Friction Factor PSI Loss 0.11 0.01 0.11 0.01 0.39 0.03 0.83 0.07 0.83 0.08 0.83 0.09 0.83 0.09 0.83 0.02 0.40 0.03 0.69 12.00 40.00 2.90 0.40 0.69 2.25 0.14 58.38 5.63 64.00 APPROVED FOR !RR/GA TIO/\/ AND PLA/\I TING O/\!L Y, INCLUDING PRECISE LOCA TIO/\/ OF PLANTI/\/G AREA. "AS BUILT,, RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE ■ To PIA ,___,__--l-_111\ __________ -l--+---f------+-----t I sH9EET 1.c_·_r1_· y_· _o_r_1• _c_·_A_R_L_s_B_A_D~ _ PLANNING DIVISION SHEETS 15 ~-1-U W,pi<• Sim.,. Suiu:•170 S•n Uk~u. C•liforni..i. ntH Td: li511.-1Sli.OSSi; ,\ Califmui, C'-"Jl(l1Jli'-"1 ■ DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION IRRIGATION NOTES AND LEGEND FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VJLLA 59 DATE INITIAL DAfE INITIAL 0 fHER APPfWI/AL CITY APPROVAL ; §l if] ~ .. -----------------------------------------------------------------------------------------------------------------------------------------------------•"' C.M.W.D. ____ _ ID-1 \ TURF POP-UP MARLEX 90 DEGREE STREET ELL TEE OR ELBOW -~ W--lf u ~~ FINISH GRADE/rOI' OF MULCH POP-UP SPRAY SPRINKLER: RAIN HIRD l804 -SAM W/VAN NOZZLE AND PURPLE NON-l'OTAHLE CAPS ON ALL llEADS USING RECYCLED WATER PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL PVC SCl l 40 STREET ELL PVC SCH 80 NIPPLE (LENGTl·l AS REQUlRED) PVC SCH 40 STREET ELL PVC LATERAL PIPE PVC SCH 40 TEE OR ELL PLANT MATElUAL FINISH GRADB/TOI' OF MULCH __..---POP-UP SPRAY SPRINKLER: RAIN !llRD l8l2 WITH 1800 VPC WITll RAIN lllRD ROTARY NOZZLE AND PURPLE NON-POTABLE CAPS ON ALL HEADS USING RECYCLED WATER PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL PVC SCH 40 STREET ELL -----PVC SCll 80 NIPPLE (LENGTH AS REQUlRED) l'VC SCH 40 STREET ELL PVC LATERAL PIPE PVC SCH 40 TEE OR ELL NOTE: I. A SWING PIPE ASSEMHLY MAY BE USED WITH FLOWS LESS THAN 4 GPM. N.T.S. B SHRUB POP-UP: FLAT N.T.S. C __,------PLANT MATE!UAL FlNISH GRADE l2" ROTOR POP-UP SPRINKLER: PVC SCH 80 NlPPLE (LENGTH AS REQUlRED) JJ-0-----------PVC 90 DEGREE ELL SCH. 80 PVC NIPPLE -6" MIN. PVC LATERAL _,-----------------ROTOR POP-UP SPRlNKLER: RAIN lllRD R-50 OR EQUlVELENT flEAVY DUTY GALVANlZED _,,v'.:,-,e---',-----------------STEEL PUNCH-LOCK f-ASTENER (2 REQUlRED) __,------PLANT MATERIAL ,.--------FINISH GRADE __..-------GALVANIZED STEEL STAKE TOFOF SLOPE -.... MARL,EX 90 DEGREE STREET ELL TEE OR ELllOW NOTE: PVC SCH 80 NlPPLE (LENGTH AS REQUlRED) JJ-0-------PVC 90 DEGREE ELL SCH. 80 PVC NIPl'LE -6" MIN. PVC LATERAL l. A SWING PIPE ASSEMBLY MAY HE USED Wll'H FLOWS LESS THAN 4 GPM. 2. GALVANIZED STAKE SHALL BEA MINIMUM OF 36" UELOW GRADE SHRUB ROTOR POP-UP: SLOPE N.T.S. F SHRUB ROTOR SPRAYHEAD: SLOPE N.T.S. FINISH GRADE TOP OF SLOPE MARLEX90 DEGREE STREET ELL TEEORELllOW NOTE: __,------PLANT MATERIAL POP-UP SCH. 80 PVC NIPPLE -LENGTH AS REQUIRED. )J-o--------PVC 90 DEGREE ELL SCH. 80 PVC NIPPLE -6" MIN. PVC LATERAL l. A SWlNG PlPE ASSEMHLY MAY BE USED WlTH FLOWS LESS THAN 4 GPM. MARLEX90 DEGREE STREET ELL TEE OR ELEJOW -- NOTE: _..,-----PLANT MATERlAL FINISll GRADE .,--------UV RADIATION RESISTANT PVC SCH 80 NlPPLE (LENGTH AS REQUlRED) ))---------PVC 90 DEGREE ELL SCH. 80 PVC NIPPLE -6" MIN. PVC LATERAL l. A SWING PIPE ASSEMBLY MAY UE USED WITH FLOWS LESS THAN 4 GPM. SHRUB POP-UP: SLOPE N.T.S. D SHRUB SPRAYHEAD: SLOPE N.T.S. --30-INCH LINEAR LENGTH OF WIRE, COILED ,---WATER PROOF CONNECTION (l OF 2) ~-IDTAG ,,---VALVE UOX WlTH COVER: l2-lNCH SIZE ~--FINlSH GRADEfl"OP OF MULCH ,---REMOTE CONTROL VALVE: RAlNlllRD PEEJ WITH PURPLE VALVE EJOX AND TAGS WHEN USED WITH RECYCLED WATER ~-PVC SCll 80 NIPPLE (CLOSE) ,,---PVC SCH 40 ELL ,,---PVC SCfl 80 NIPPLE (LENGHI AS REQUlRED) .,t....-----BR!CK(l OF4) SCH 80 NlPPLE (2-lNCH LENGTH, HIDDEN) AND SCl·l 40 ELL ---PVC MAlNLlNE PlPE ----PVC SCH 40 TEE OR ELL -----BRASS UNION -----PVC SCH 40 MALE ADAPTER ----PVC LATERAL PIPE -------J.0-lNCH MlNlMUM DEPTH OF 3/4-INCH WASHED ORA VEL REMOTE CONTROL VALVE N.T.S. ■ ToPlA NOTE: ,---FINISH GRADEfl"OP OF MULCH ,--QUICK-COUPLING VALVE: RECLAIMED: NELSON MODEL 7645 .,---VALVE llDX WITH COVER: 6-lNCH SIZE. USE PURPLE VALVE BOX FOR RECLAIMED (R.C.) WATER. ,.-----PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ,.-----3-INCH MlNlMUM DEPTH OF 3/4-lNCH WASHED ORA VEL ,.-----pvc SCH 40 STREET ELL -----rvc SCH 80 NlPPLE (LENGTll AS REQUIRED) PVC SCH 40 STREET ELL ~---PVC SCll 40 TEE OR ELL ~------PVC MAINLINE PlPE ~----------rvc SCH 40 ELL '-----------------2" x 2" REDWOOD STAKE W/ STAINLESS l. FURNISH Fl'lTlNGS AND PlPlNG NOMINALLY SIZED lDENTlCAL TO STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM NOMINAL QUICK COUPLlNG VALVE INLET SIZE. 2. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. QUICK COUPLING VALVE ~ 0 N.T.S. APPRO VEO F" OR !RR/GA TION AND PLAN TING ONLY, !NCLUO!!\/C PRECISE LOCA T!ON or PLANT/1\/G AREA. " AS B U I LT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF' CARLSBAD SHEETS PLANNING DIVISION 15 IRRIGATION DETAILS FOR: CARLSBAD RANCH, PLANNING ARE:A NO. 5 MAfWWSA PHASE II -VlLLA 59 ~-1+1 W ,p!c,, ~lru:t. ~~iu: 170 ~JJ\ Uiq,:.u. C.liifu,nU. 9ltil I'd: ~:i~.UI.OSSS IA_P_PR_ov_ED_, ~tf;J=·~_,,_~-~~-tr (-i..-z4-icfl :===========:==========================================:===========:=====: ~P:::L:::N:::IN:::l~:::IC::::==::;:::;:=:;--;::=========;--~=--=-=---=---=---=-=-=-=:~-DWN BY: AA Fa.,: ¥l&.,1H.055-I A C.JJ foroia C:<Kl)<)lilliun ■ CHKD BY: _M=K- RVWD BY: MK DME INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OIHER APPROVAL CITY APPROVAL PfWJECT NO. CT.03-02 DRAWING NO. 428-9X ~ ~ VJ § ._ ____________________________________________________________________________________________________________________________________________________ _.,.,., C.M.W.D. ____ _ ID-2 I l" lN LAWN AREAS 3" LN PLANT AREAS ' --- NOTES: ROUND CONCRETE VALVE BOX& COVER- COVER SHALL BE MARKED "BV" WlTH LE'lTERS PAlNTED lN l l/2" WHIT[; LETl'flRS ON VALVE COVER BY CONTRACTOR. USE PURPLE VALVE BOX FOR RECLALMEO (R.C.) WATER. FINISH GRADE r BRASS GATE VALVE WITH BRONZE HAND WHEEL ,.,---SCH 40 PVC MALE ADAPTORS WOVEN FABRIC CLOTH 3/4" WASflED CRUSHEO AGGREGATE BASE -PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX -TEFLON TAPE ALL THREADED Fr!TINGS ~--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 GATE VALVE N.T.S. J CONTROLLER AND PEDESTAL N.T.S. i ,------'--'---- 7 ~~--r' 8 T 2 3 4 5 }--------J~ 5 G 7 8 9 10 NOTES: 1. UNLESS SPECIFIED OTHERWISE, FITINGS AND PIPE SIZES SHALL MATCH WATER SERVICE DIAMETER. 2. THREADED JOINT FITTINGS (NPT) MAY BE USED IN PLACE OF SOLDERED JOINTS SHOWN ON THIS DRAWING. 9 DESCRIPTIO SEE NOTES COPPER x COPPER UNION COPPER TEE MALE x COPPER ADAPTER BALL VALVE WITH HAND LEVER TYPE L COPPER 1.5" FIRE HOSE FITTING BALL VALVE WITH PADLOCK WING CxCxCTEE 3 / HOSE BIB OR TEST COCK MIP AUAPfER BYPASS TEE FOR RECYCLED WATER TESTING N.T.S. STREET SURFACE 3.5 FEET POTABLE SERVICE LINE (SEE LMPROVEMENT rDRAWINGS) ' i RECYCLED WATER iJ IRRLGATION MAINLINE WITH SLEEVE NOTE: 12" MINIMUM REQUIRED VERTICAL SEPARATION i t ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED IN: "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS" OCTOBER 1993 POTABLE MAINLINE CROSSING TYPICAL STREET CROSSING SIDEWALK APPROX. 8" ~ 2 4 I I ~ METER BOX WITH METER POTABLE-~ 12" SERVICE LINE (/ MINIMUM 0 ====-""'=· 10' MINIMUM TO IN STREET 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 N.T.S. 0 00 ~ z 0 ui "' 0 p., 0 rs 0 rs CL 18" ;(----+----+- --+----~ RECLAIMED WATER SIGN ~-----J-----A'LTACH SIGN TO POST W/ (2) AVISO -Aql,JA IMPURA NO ,.,._ l/4" CARRIAGE BOLTS 3" f,ROM TOI' ANO llOTl"OM OF SIGN -+---------3" GALVANIZED STEEL POST SLOl'ETO DRAIN AWAY FROM POST FINISH GRADE f---J,-----COMPACTION PER GEOTECHNICAL REPORT --+------CONCRETE FOOTING l • · l= . .1 <J <l -1 1 ----'>------'f'= I -,-_111-11-1 -f-1-· -f- NOTES: MAINLINE, LATERAL, MAINLINE LATERAL PlPE AND WlRING IN PIPE THE SAME TRENCH -[ ~1 RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND llUNDLE AT lO-FOOT INTERVALS. SECTION VIEW PLAN VIEW ALL SOLVENT WELD PLASTIC PlPING TO BE SNAKED IN TRENCH AS SHOWN.-~ I. SLEEVES SHALL IJE PER IRRIGATION NOTE ill ON SHEET 1-0. 2. RECLAIMED SYSTEMS TRENCHING DETAILS SHALL PROVIDE r-OR TWO LAYERS OF WARNING TAPE RUNNING CONTINUOUS ALONG THE ROUTE OF TlLE MAINLINE. ONE SHALL BE LOCATED IMMEDIATELY ON TOI' OF THE MAINLINE PIPE AND ONE 12" ABOVE THE TOP OF THE MAINLINE. WIRlNG IN CONDUIT WIRE W/O CONDUIT / TJE A 24-INCH LOOP IN ALL WIRING AT Cl·IANGES OF DIRECTION OF 30" OR GREATER. UNTIE Al•TER ALL CONNECTIONS HAVE BEEN MADE. MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS A. PRESSURE LINES *6" OR LESS IN DIAMETER -18" COVER *3"-5-1/2" IN DIAMETER -24" COVER *6" OR GREATER IN DIAMETER -36" COVER ll. LATERAL LINES -12" COVER C. SLEEVES UNDER ROAD *LESS THAN 6" lN 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 PAVING (NON-ROADS) *6" OR LESS IN DIAMETER-18" COVER *3"-5-1/2" IN DLAME'rER -24" COVER *6" OR GREATER IN DIAMETER -36" COVER SCHEDULE 40 PVC RECYCLED WATER SIGNAGE N.T.S. L PIPES, WIRES, AND TRENCHING N.T.S. ~--------4-INCH GRATE (INCLUDED) ---------IJUBllLER: RAIN lllRD 1401 0.25 GPM (INCLUDED) --------ROOT WATERING SYSTEM: RAIN lllRD RWS-IJCG (INCLUDES 1401 0.25 GPM llUBBLER WITH RISER, CHECK VALVE, GRATE, SWING ASSEMBLY, l/2" MALE Nl'T INLET, AND BASKET CANISTER) FINISH GRADE ---------CHECK VALVE(INCLUDED) .,,---------1/2-INCH PVC SCll 80 Nll'l'LE (INCLUDED) ,,-------1/2-INCH 90-DEGREE ELBOW (INCLUDED) ~----12-INCH SWING ASSEMBLY (INCLUDED) ~-1/2-INCH MALE NPT INLET (INCLUDED) PVC SCH 40 TEE OR EL LATERAL PIPE ~--------4-INCH BASKET WEAVE CANISTER (INCLUDED) ROOT WATER SYSTEM Jf!;'t.A~?'~ .4-~,§t\~ V--=lliliil~r-1'--1 ■ ToPIA L.. ~ u <ls c ,, pc A re hit o c In re. P J,111 n i '1~ N.T.S. p THRUST BLOCK ...,.1 1 l:::;:::;I I 1:.._, . ..,.. 11:._ .r.~ 11lli Ii I ml.1 11fE~,....ru=io-n,1~±-1 __ =ITT==III. 11811==111=111~'-EXISTING SUBGRADE Y?:.:,:,:f/ i ; /:· -:;:</;' ;\ BACKFILL MATERIAL ' ,,, .. .. m l . :--~ : <· · ¥'+"----CONCRETE THRUST BLOCKS PVC BELL REDUCER N.T.S. APPRO VEO FOR !RR/GA T/Of') AND PLAN TING ONLY, IA/CLUDIAIG PR[C'/S[ LOCA TIDAi OF PLAAITIAIG AREA. "AS BU IL T" RCE EXP. DATE REVIEWED BY: INSPECTOF, DATE CITY OF Ci-\RLSBAD SHEETS PLANNING DIVISION LS IRRIGATION DETAJIS FOR: CARLSBAD RANCH, PLANNING ARE:A NO. 5 MARBfUSA PHASE H -VILLA 59 I APPROVED: :==========:================================================:====: PLANNING tj" ,....; ' ,,., ,....; ' °' 0 ~ r ~ OF CAl\~ ~-111 W•plc., !:it«-.1.. Suiic,\7() S•n (Ji,~o. C.tlifornLi. ~JUI ret ii5ii.458.0U5 Fu:U~.-!S~.U55-I A CJJifumi~C"'l><>r•tiun DATE INITIAL DATE INITIAL DATE INITIAL ~ DWN BY: AA I PROJECT NO. I DRAWING NO. CI-IKD BY: MK CT.03-02 428-9X ■ DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~ RVWD BY: MK ._ ________________________________________________________________________________ _.;;i C.M.W.D. ____ _ ID-3 ANZOFFIANUM , US ROM I SY AGR Queen Pam 24" 8ox 'ARPUS GRAC[LIOR I 5 Gallon PO UOC Fem Pinc . MUM FRUT!COSUM .E.OSPER D . ·y OS'l ' . . African ais Tra1lmg LONlCERA JAPONICA l cysucklc Japanese l-on l2"0C. Flats@ · 12" oc Flats@ · · 0 20 40 60 ' ■ T O P { 1\lrnnl111 ~ Acchi1cclu10. L~alls~•p .,,._~, S"Jtc,!"iO ~1-1·1 W,ple.,; .:liflll,;ia. ~l12L S.ir, U,e~u. C ·U¥.O.S.S~ ·i~:; ~tm.orn 80 A C.,liforni• U•Jl'•.11i011 ■ . - DATE INITIAL OF wor,K DESIGNEf! N DESCRIPTION REVISIO . ' .... --. -·-~ ---:-~ ' '\ . . MCAMPHORA CINNAMOMU , hor Tree 24" BOX Camp • .R ·t-o REMAIN , NDCOVE ,-. G TREWGROU EXIS I IN l5 Gallon 5 Gallon NTARCTICA DICKSON IA A . ·1·rcc Fern Tusmanmn 8 CLYTOSTOMA CA , LLISTEOIOIDES .. Violet Irum . . pct Vmc MARTflON ll-E Seeded Turf US CAROLINIAN A !'RUN [ Cherry Carolina Laure [5 Gallon 0 ... A NlCOLAI If' ST_t<JRE~'L~![f.Z~I T>;;;;;;i;·isc '(!} ~ . d of L>arad1sc l5 Gallon Giant Bir SOLEIROLII SOLEIROLIA Flats@ 12 O. " C. Baby's Tears JASMINOIOES tiT~R&A~C~H~E~L~O~SccP!eE'~ll=MU~M __ r7 Star Jasmine Flats@ 12" O.C. DATE INITIAL OTHER APPROVAL INITIAL DATE APPROVAL CITY APPROVED ;7;NT/f\/G !RR/GA TION Al;~G PRECISE 0/\/L Y, INCLUgF PLA/\! Tlf\/G LOCA T/ONAREA. -" "AS BUIL1 -~ -IE:XX::__P_.:._________ I RCE -- DATE D BY: REVIEWE DATE INSPECTOR -, ' RlSBAD '[TY 0£1 Ci\ I C PLANNING DIVISION LANS FOR: PLANTING P GROUNDCOVER I AREA NO 5 SHEETS 15 CARLSBAD ' 1l _ VILLA 59 MARBR!SA PHASE APPROVED: 6( -t'.-\) 4 PLANNING DWN BY: CHKD BY: RI/WO BY: C_M.W.D. AA MK MK PROJECT NO. CT.03-02 I DRAWING NO. 428-9X PT-1 I . AX 'BRONZE BABY' PflORMlUM TEN New Zealand Flax 5 Gallon 2, MTOB!RA 'lTOSPORU 5 Gallon Pl ._ Pittoxpurum N ' t 0 10 60 80 I UAL . OTHUS GRISEUS C[;A~ ONTALUS HORIZ IC ·cpcr ON Carrnc re l GENO SEE SHEET PD-I NOTES Tes AND LE ' I 2· FOR PLANTING .o ND GROUNDCOVER p 3: FOR TREE, VINE A ■ T O P { 1\,.,,oio, h"l~~tnrs. L&nJsc.ipe Are J S1til<:"-170 9"14-1 \1',pko. ,s~;-;:;,L!, 92Ul ~..,, LJ_,-·~u. l 45¥..055:i rd·i1511. 5-1 r....: iiSii.-lSMS A CJ.Jifomi.1 t:w1p<)111lion ■ DATE INITIAL OF WORK DESIGNER I N DESCRIPTION REVISIO MTOBlRA PlTl'OSPORU RF' WHEELER'S DWA l Gallon WhL;clcr's Dwart . ROCALUS HYBR HEME lDS • CUVIA MINlATA I Gallon Clivia . A 'SILVER KlNG' AGLAONEM l Gallon Silver King ® APPROVED ;z:NT/1\JC /RR/GA T!ON 1-tj~G PRECISE ONLY, /1\JCLU PLANTING LOCA TIOAI OF AREA. "AS BUILT " --=---_ IEcXX::_P:·_________ I RCE -- D BY: REVIEWE DATE DATE R -SHEETS INSPECTO r CARLSBAD is fsHEul CIT \LASNl~G DIVISION l_l3 J seo, 'A NO 5 SHRUB PLANTING ~;CH PLANNING ARE . CARLSBAD I VILLA 59 PHASE II -MA,WRISA ~~~JF==~~t~~~j ~LANNING DATE INITIAL OTHER APPROVAL INITIAL DATE CITY APPROVAL DWN BY: CHKD BY: RVWD BY: C.M.W.D. AA MK MK PROJECT NO. CT.03-02 DRAWING NO. 428-9X P-1 PLANTING NOTES: PLANTING LEGEND -NON-SLOPE AREAS A. THE CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES DUIUNG CONSTRUCrlON 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 THE CONTRACTOR AND ACTUAL NUMBER OF SYMllOLS SHALL HA VE PRIORITY OVER QUANTITY DESIGNATED. C. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER GROWN TREES, SHRUllS AND VINES, INCLUDING SEEDED HYDROMULCf!ES AND FLA'ITED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO llE RES PON Sill LE AND PAY FOR PLANTING OF ALL PLANT MATERIALS, THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS, THE STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE. D. GROUNDCOVER PLANTING SHALL BE CONTINUOUS UNDER ALL TREES AND SHRUll MASSES. E. ALL PLANT MATERIAL SHALL BE SUllJECT TO APl'ROVAL llY THE LANDSCAPE ARC:Hrrncr AND/OR OWNER PRIOR TO INSTALLATION. F. ALL PLANT MATERIALS SHALL llE LOCATED BY THE CONTRACTOR AND APPROVED llY THE LANDSCAPE ARCHrrECI' PRIOR TO ARRIVING TO THE SITE. ALL PLANT MATERIALS SHALL UE SPOTl'ED ll Y THE CONTRACTOR AND APPROVED llY THE LANDSCAPE ARCHlTECr PRIOR ANY PLANTING. G. ALL VINES SflALL llE INSTALLED WITH THE NURSERY STAKES REMOVED AND ESPALIERED TO ADJACENT WALL. H. SOIL TEST SHALL IJE PERFORMED llY A SOIL TESTING LABORATORY(PRE·APPROVED llY THE CITY). TEST SHALL INDICATE llUT NOT BE LIMITED TO THE FOLLOWING: a. ORGANIC MATl'ER CONTENT b. N, P, K C, pH d. EC c. SOIL TEXTURE (SILT, CLAY, SAND) f. RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBM!rl'ED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL IJE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF C:ONSTRUCl'ION AND SHALL BECOME PART OF THE APPROVED PLANS. PRODUCTS SPECIFIED BY PRODUCT NAME BY THE SOIL LAB IN THE RECOMMENDATIONS MAY llE SUBSTITUTED WITH "OR EQUAL" PRODUCTS APPROVED BY THE CITY. I. THE SOIL AMENDMENTS SPECIFIED HEREIN ARE FOR BIDDING PURPOSES ONLY. FOR THE AREA TO BE LANDSC:AJ'ED, THE FOLLOWING SOIL AMENDMENTS SHALL llE UNlFORMLY llROADCAST AND THOROUGHLY INCORPORATED BY MEANS OF A ROTOTILLER OR EQUAL. (TlllS REQUIREMENT IS LIMlTED TO SLOPE AREAS LESS THAN 4: I). AMOUNT PER l,000 SQUARE FEET 4 CU. YDS NITROGEN STAlllLIZED ORGANIC: AMENDMENT DERIVED FROM REDWOOD, FIR OR CEDAR SAWDUST l5 LBS. SOIL SULFUR l5 LBS. l2-12-l2 FERTLLIZER J. THE PLANTING PITS FOR TREES SHALL BE EXCAVATED TWICE THE DIAMEffER OF nm ROOTllALL, WITH A MINIMUM OF 12" FROM THE BOTl'OM OF HIE ROOTllALL TO HlE BOTl'OM OF THE PLANTING PIT. THE llAC:KFlLL 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 AllOVE SOIL PREPARATLON I LIJ./C.Y. 12-12-12 FERTILIZER 2 LB.IC. Y. IRON SULFATE 10 LB.IC. Y. AGRICULTURAL GYPSUM K. THJRTY (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 MANUFACl'URE. FERTILIZER APPLICATION SHALL BE CONTINUED THEREAFl'ER AT MONTHLY INTERVALS. L. FOR ALL TREE PLANTING, SEE DETAILS A AND ll, SHEET PD-2. FOR ALL SHRUB PLANTING, SEE DETAIL C: AND D, SHEET PD-2. FOR ALL VINE PLANTING, SEE DETAIL F, SHEET PD-2. FOR ALL PALM PLANTING, SEE DETAIL G, SHEET PD-2. FOR ALL GROUNDCOVER PLANTING, SEE DETAIL H, Sf!EET PD-2. M. FERTILIZER TABLETS SHALL BE ORO-POWER, 21 GRAM TABLETS (20-10·5) IN QUANTITIES AS FOLLOWS: I GALLON CONTAINERS I 5 GALLON CONTAINERS 3 15 GALLON CONTAINERS 4 BOX MATERIAL I PER EACH 4" OF BOX SIZE PLACE TAIJLETS AT HALF THE DEl'TH OF THE ROOTIJALL. N. A SOIL AGRONOMY TEST SIIALL BE MADE AFTER SOIL AMENDMENTS HAVE BEEN MIXED IN AND PRIOR TO PLANTING TO CONFIRM PROPER AMENDMENTS HA VE llEEN INSTALLED. 0. ALL TREES SHALL BE PLANTED A MINIMUN OF 5'-0" AWAY FROM ALL SIDEWALKS, CURBS, BUILDINGS OR ANY HARDSCAPE ELEMENTS. P. A MINIMUM OF 3" or ORGANIC MULCH SHALL IJE ADDED IN NON-TURF PLANTING AREAS WITH SLOPES LESS STEEP THAN 3: I TO COVER THE SOIL SURFACE C:OMPLETLY. SUllMlT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO JOIJ SITE. Q. WHERE ADJACENT TO HARD SURFACES SUCH AS SlDEWALKS, CURBS, OR DRIVES (WHERE FINISH GRADE SHALL BE I" BELOW THE TOP OF THE HARD SURFACE), THE MULCH THlC:KNESS MAY TAPER DOWN TO I" THICK. R. NON-POROUS MATERIALS SHALL NOT IJE PLACED UNDER THE MULCH. S. Tl-IE PLANS SllALL INDICATE POSITIVE SURFACE DRAINAGE (2% GRADED lN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. T. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO nm IJEGINNlNG OF LANDSCAPE WORK so THAT THE LANDSCAPE ARC:HITECr CAN REiVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. U. TREES PLANTED WITHIN 5' OF PUBLIC WALKWAYS SHALL BE INSTALLED WlTI-1 ROOT BARRIERS Al'PROVED llY THE CITY OF CARLSBAD. SEE DETAIL E, SHEET PD-2. V. PRIOR TO TI-IE START OF ANY LANDSCAPE CONSTRUCTION OF VILLA 59 THE LANDSCAPE CONTRACl'OR SHALL EVALUATE THE EXISTING MARBRISA Pl !ASE ll (CITY DRAWING/I 428-9T) LANDSCAPE INSTALLATION AND ITS INTERFACE WITH THE VILLA 59 LANDSCAPE DOCUMENTS. TILE LANDSCAPE CONTRACTOR SllALL PROVIDE TO THE LANDSCAPE ARCHITECT AN ITEMIZED LIST OF ALL RELATED LANDSCAPE WORK THAT NEEDS TO BE ADJUSTED AS A RESULT OF THE VILLA 59 LANDSCAPE DOCUMENTS. W. PODOC:ARPUS GRAC:!LIOR SHALL HA VE THE MAIN LEADER IN TAC!'. TREES WITH THE MAIN LEADER REMOVED SHALL BE REPLACED WITH THE APPROVED TREES. SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS: PALMS: SYMBOL ·~ },C' ~- -~ ~ -~ ~ ~~ .< ' TREES: SYMBOL 0 ~ 8 0 El) 0 (±) SHRUBS: SYMBOL (fl 0 0 0 ® G) (]) (1) @ 0 0 0) EU-I E.3-1.1 SLOPE PLANTING E.3-1.2 AREAS OF APPLIC:A'l'ON (PLANTING) SLOP!c PLANTJNG STANl>ARl>S E.3-l.2. I SLOPES -6:1 OR STEEPER AND: BOTANICAL NAME COMMON NAME SY AGRUS ROMANZOFFlANUM Queen Palm SY AGRUS ROMANZOFFIANUM Qucct1 Palm BOT AN I CAL NAME COMMON NAME CINNAMOMUM CAMP HORA Camphor Tree Low Urnnching C:UPANIOPSlS ANAC:ARDIO!DES Carrot Wood Tree Multi trunk DIC:KSONlA ANTARCTICA Tasmanian Tree Fem KOELRUETERIA ll!PlNNATA Chinese Flame Tree PODOC:ARPUS GRACIL!OR Pcm Pinc PRUNUS C:AROLINIANA Carolina Laurel Cherry STREL[[ZIA NICOLAI Giant Bird of Paradise BOTANICAL NAME COMMON NAME AGLAONEMA Silver King 'SILVER KING' ASPLENIUM ElULll!FElRUM Mother Fern C:LIVIA MINIATA Clivia HEMEROC:ALLIS llYllRJDS Daylily 'YELLOW' LIGUSTRUM JAPONIC:UM Japanese Privet 'TEXANUM' PflOTlNIA FRASER! Photinia l'flORMlUM TENAX New Zealand Flax 'BRONZE BABY' PllTOSPORUM TOBlRA Pittosporum PllTOSPORUM TOBlllA Wheeler's Dwarf WHEELER'S DW ARI'' RHAPHIOLEPS!S lNDIC:A lndian Hawthorn 'BALLERINA' SC:HEFFLERA PUECKLERl S<.:hcftlcra 'IHUJA OC:C:lDENTALIS American Arborvitae SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED flERElN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: a. 3 FEET OR LESS IN VERTICAL llELGILT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD Ill (COVER CROP AND REINf<ORC:ED STllA W MATS). ._ STANDARD #I· COVER CROP/REINFORCED STRAW MAT COVER CROP SHALL BE A SEED MIX TYPJC:ALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC: SEED MIX FOR CITY APPROVAL PlUOR TO APPLICATION. TflE COVER CROP SHALL BE APl'LlED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVEllAGE WITHIN THlRY(30) DAYS. TYPE OF REINFORCED STRAW MAT SHALL BE AS APPROVED llY THEClTY AND STAKED TO HIE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MAT SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR RElNE'ORCED STRAW MAT MAY BE USED. h. STANDARD #2-GROUND COVER ONE HUNDRED( IOU%) PERCENT OF THE AREA SHALL UE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL lllNDING CHARACTERISTlCS(PLANTED FROM A MINIMUM SIZE OF FLATl'ED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN A YEAR). c. STANDARD #3 -LOW SI/RUBS LOW SPREADING WOODY SHRUBS(PLANTED FROM A MINIMUM OF 2 3/4" LINERS) SHALL COVER A MINIMUM OF SEVliNTY(70%) PERCENT OF THE SLOPE FACE(AT MATURE SIZE). d. STANDARD #4 -TREES AND/OR LARGE SI/RUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF I GALLON CONTAINERS) AT A MINIMUM RATE OF ONE(l) PLANT PER TWO HUNIJRED(200) SQUARE FEET. b. 4 FEET TO 8 FEET IN VERTICAL ILEJ(,'IJT REQUIRE STANDARDS Ill, #2 AND 1/3 . c. IN EXCESS OF 8 FEET IN VER11l'AL llEIG'llT REQUIRE STANDARDS #1, 112, #3 AND 114. EJ-1.2-2 SPECIAL CONDITIONS E.3-1.2-2.1 AREAS GRADED FLATl'ER THAN 6: I REQUIRE STANDARD Ill (COVER CROP) WHEN TIIEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: ._ SHEET GRADED PADS NOT SCHEDULED FOR lML'RGVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRAIJING. b. A POTENTIAL EROSION PROllLEM AS DETERMINED llY THE CITY. c. IDENTIFIED BY Tl IE CITY AS HIGHLY V!SlllLE AREAS TO THE PUBLIC OR HAVE SPEClAL CONDITIONS THAT WARllANT lMMEDlATE TREATMENT. E.3-1.2-2.2 AREAS TO BE HYDROSEEDED SHALL FIRST BE DISKED OR ROTOTILLED TO PROVIDE A FRIABLE, LOOSE SEED BED. SIZE QUANTITY 15 Gailun 10 24" Box 6 SIZE QUANTITY 24" Uox 4 15 Gailun 4 l5 Gailun 8 15 Gailun 2 15 Gailun 2 15 Gallon 4 15 Gallon 2 SIZE QUANTITY I Gallut1 L Gallor1 I Gailun I Gailun 5 Gailun 5 Gallon 5 Gallon 5 Gailun l Gallon 5 Gallon 15 Gallon 5 Gallon ■ To PIA 9-14\ w~plc; ~m•.1. su;...,.1,11 ~"'1 IJ1e¥v. C•lifornl.l .n121 I'd: i.51USU55~ F .. i.; IISHA!iK.0~5-1 A Cahfo1ui• C"'!l<lr.uioJ, ■ 37 50 72 69 27 15 17 I 51 16 119 4 8 DETAIL Sec Detail 0, Sheet P0-3 Sec Detail D, Sheet PD-3 DETAIL See Detail A, Sheet PD-3 Sec Detail A, Sheet PD-3 Sec Detail B, Sheet PD-3 Sec Detail A, Sheet P0-3 Sec Detail A, Sheet PD·3 Sec Uetail A, Sheet P0-3 Sec Detail B, Sheet PD-3 DETAIL Sec Detail 8, Sheet PD-3 Sec Detail El, Sheet PD-3 Sec Detail U, Sheet PD-3 Sec Detail ll, Sheet PD-3 Sec Detail B, Sheet PD-3 Sec Detail ll, Sheet PD· 3 Sec Detail B, Sheet PD·3 Sec Detail B, Sheet PD-3 Sec Detail B, Sheet PD-3 Sec Detail ll, Sheet PD· 3 Sec Detail U, Sheet PD·3 Sec Detail B, Sheet PD-3 /1\ DATE INITIAL DESIGNER OF WORK PLANTING LEGEND -NON-SLOPE AREAS (CONTINUED): VINES: SYMBOL BOT AN I CAL NAME COMMON NAME •• C:LYTOSTOMA C:ALL!STIJGIOIDES Viulcl Trumpet Vim: GROUNDCOVER: SYMBOL BOTANICAL NAME COMMON NAME -GAZANIA HYBRID '{'railing Gazania -Yellow -SOLEIROLIA SOLEIROLll Baby's Tears TURF: SYMBOL BOT ANlCAL NAME COMMON NAME r;•ti\'PY~\!1 MARTHON !Hi TUIU' ;,,1:i:h,r.½.,:i,'.: f~i~~:%\tct~ LINETYPE LEGE.ND SYMBOL DESCRIPTION -' -LIMIT OF INTERIM AREA TO BE USED FOR FARMING PLANTING LEGEND -PERMANENT SLOPES: TREES: SYMBOL BOTANICAL NAME COMMON NAME Q C:lNNAMOMUM C:AMPHORA Camphor Tree Mulli trunk ® LAGERSTROEMlA INDlC:A 'TUSCARORA' Crape Myrtle Multi trunk 0 Pl NUS C:ANARIENSIS Canary Island Pinc SLOPE SHRUBS: SYMBOL BOTANICAL NAME COMMON NAME 0 CEANOTHUS GRISEUS Carmel Creeper HORIZONTAL.LIS 0 LANTANA MONTEVlDENSJS Lantana 'SPREADING SUNSET GROUNDCOVER: SYMBOL BOTANICAL NAME COMMON NAME lif 1ljlf!f!1 1ij LONIC:EllA JAPONIC:A Japanese Honeysuckle ,;111;1;1;1,1 1 t ttl LL 1L1L~-t OSTEOSPERMUM FRUTIC:OSUM Trailing African Daisy LLLLLLLtltL Lt;-i;L}L,Lt,1i: f ro0 °000o:11· <)<)00<10000{ TRACHELOSPERMUM JASMINOlDES Star Jasmine 000000000< o::o~o;;o;;<.>! ~ SIZE QUANTITY DETAIL 5 Gallon 4 Sec Dctuil C, Sheet PD-3 SIZE DETAIL Flats@ Sec Detail E, Sheet PD-3 12" o.c:. Flats@ Sec Detail E, Sheet PD-3 l2"0.C. SIZE SEEDED SIZE QUANTITY DETAIL 5 Gallon 3 Sec Detail B, Shccl PD-3 5 Gallon 6 Sec Detail A, Sheet PD-3 5 Gailun 2 Sec Detail A, Sheet PD-3 SIZE QUANTITY DETAIL I Gailun lO Sec Detail D, Sheet PD-3 l Gallon 23 Sec Detail D, Sheet PD-3 SIZE DETAIL Flats@ Sec Detail G, Sheet PD-3 12" o.c:. Flats@ Sec Detail G, Sheet PD-3 12" O.C. Flats@ Sec Detail 0, Sheet PD-3 12" o.c:. APPROVED FOR /RR/GA TIOAJ ANO PLAN TING ONLY, INCLUDIAIG PRECISE LOCATION OF PLANTING AREA. "AS BUILT" fl CE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF' CARLSBAD SHEETS PLANNINC DIVISION 15 PLANTING LEGENDS FOR: CARLSBAD RANCH, PLANNINC: AREA NO. 5 MAfWRISA PHASE: II -VILLA 59 APPROVED: ~;t ' (x.f:l ic.011 PLANNIMC REVISION DESCRIPTION DWN BY: AA PROJECT NO. DATE INI rJAL DATE INITIAL CHKD BY: MK CT.03-02 OTHER APPROVAL CITY APPROVAL RVWD BY: MK DRAWING NO. 428-9X § ._ _____________________________________________________________________________________________________________________________________________________ .,.... C.M.W.D. PD-I MIN._,._--~-.-+- 3 }----- 2 }---~ [ NOTE: INSTALL DEEP ROOT BARRIERS WflEN TREES ARE WITHIN 4' OE' HARDSCAl'E. -...---------------< 5 A TREE PLANTING DETAIL N.T.S. E Linear Style Planting with DeepRoot Barriers Determine the correct number of panels to be used. Depending upon the actual planting plan and the number of trees involved the length of linear barrier will vary, but as a general rule of thumb take the anticipated mature canopy diameter 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, 18• (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 ogressive 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 barrier in the trench with the vertical ribs facing toward the tree and align in a straight fashion. It is helpful to place the barrier against the hardscape. Use the hordscope as a guide and backfill against the barriers to promote a clean smooth fit to the hardscope. Be sure to l<eep the barrier's double top edge at least 1/2• (13mm) above grade to ensure roots do not grow over the top. For a simple formula to determine the quantity of panels required for a Linear application use: Estimated Diameter of the Tree Canopy at Maturity + 2' (61cm) = Length of Barrier per Side. For One Side of Tree Expected Tree Canopy at Maturity Feet of Barrier 12' [3.6ml ma. +2' !61cml = 14' 14.2ml 18' 5.5m Dia. +2' 61cm = 20' 6.1m 24' 7.3m Dia. +2' 61cm = 26' 7.9m Number of Panels 7 Panels 10 Panels 13 Panels Packaging; LB 12-2 UB 18-2 UB 24-2 40 panels \80' linear ftj/ Carton 26 panels 52' linear ft / Corton 20 panels -«J' linear ft / Carton Line can be separated ot any two foot intertal. Sidewalk Curll DeepRoot Barrier ROOT BARRIER DETAIL 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 healthy growth of the tree at planting. Consult with a local Arborist for planting tips and recommendations. E. If staking or guying is required we recommend using the soft, safe and economical alternative to traditional wire and hose, ArborTie (see www.deeproot.com for details). F. If the tree{s) will be subject to maintenance work such as lawn mowing or weed trimming we strongly recommend the installation of ArborGard+ Tree Trunk Protectors which ore placed around the base of young trees to protect them from damage by weed trimmers, lawn mowers and small rodents. (See www deeproot com) For additional information please visit our website at www.deeproot.com For information regarding distributors please call: 1 BOO ILV ROOT ( 458.7668). For help wilh drainage or other difficult installation questions please coll DeepRoot Technical Support at: 1 800 ROOT TEK (766.8835). fts little as one side of the tree may need barrier for root direction as there may be no hordscape elsewhere requiring protection. DeepRoot LB 12-2, UB 18-2 or UB 24-2 Sidewalk Top of Deeproot Barrier Must be at least 1/2" (13mm) cbo..-e Grade N.T.S. B F 0 ' "' e 0 4 NOTE: WHERE ON SLOPES, THE REAR OF THE PLANTlNG PITS SIIALL BE GRADED TO A MAXIMUM I: I SLOPE. THE EROSION CONTROL l'ABRIC SHALL BE INSTALLED ON THIS SLOPE TO CONTROL EROSION WHILE PLANTS ESTABLISH. NOTE: 0 5 I. CONTRACTOR TO INSTALL 4" PERFORATED STANDPIPE WITH FILTER FABRIC AND CAPPED wrn1 4" PLASTIC DRAIN GRATE. ' 0 -~1 - IL _::s_..,~ 11-,ITT '= 0 TIM! p O :;I ;;;.,.§-0 -z-P--r, 7 g~o """' 0 :,: C, 0,: 2. STANDPIPE TO BE THE DEPTH OF ROOTE!ALL AND 6" ABOVE FINISH GRADE IN SHRUB AREAS. ' -cl I f ,o -11' 8 -=1 2x WIDTH OF ROOTBALL u:GEND I. CUT OFF END OF STAKE DAMAGED BY HAMMERING 2. CINCH TIES 3. (2) 2" DIAM. X 10' LODGEPINE POLES 4. ARBOR GUARD FOR TREES PLANTED IN TUIU" AREAS 5. TEMP. WATERING BASIN 6. BACKFILL MIX 7. FERTILIZER TAB LETS 8. ROOTBALL TREE PLANTING ON SLOPE DETAIL _ 1--11 :i, m== 2 iTm- J}------nl 5 6 }----------<e-----'·2•x WIDTH OFROOTBALL L. l'INISH GRADE. 2. WATER RETENTION BASIN -4" HIGH 3. FERTILIZER TABLETS PER PLANTING NOTES. 4. BACKFILL MIX PER PLANTING NOTES. 5. MOUND BOTrUM OF HOLE. -PUDDLE AND SETCLE BACKFILL PRIOR TO PLACEMENT 01' PLANT. 6. NATIVE SOLL 7. REMOVE NURSERY STAKE FROM VINE AND ESPALIER AGAINST W ALUFENCE. 8. SECURE/ATTACH MAIN VINE BRANCHES TO WALi/FENCE wrn1 APPROPRIATE TWIST TIE FASTENERS. VINE PLANTING DETAIL N.T.S. C N.T.S. LtGEND 2X ROOTBALL DIAMETER ----------<2 "---------{ 5 I. FINISH GRADE ~------<6 2. TEMP. WATERING BASIN 3. FINISH GRADE. SET TOP OF ROOTBALL I" ABOVE GRADE '--------------{ 7 4. 2"-3" LAYER MULCH MATERIAL 5. FERTILIZER TAElLETS PER PLANTING NOTES. 6. AMENDED SOIL 7. NATIVE SOIL (COMPACTED) NOTE: INSTALL DEEP ROOT BARRIERS WHEN TREES ARE WITHIN 4' OF HARDSCAPE. SHRUB PLANTING DETAIL ~----{2 3 114------14 11-------17 .; I= 1-ITT : I 1P·--~~-~1=1TJ-IJ.l_;:;:;.-, ----{6 -+--~~· 1·-~111_ 11== l1 ~ =11r111 ,.j ,wTm11!11-1.c..... ----j0 MIN. MIN. LEGENU: I. PALM TRUNK (SKINNED) 2. 6" HIGH MOUND fOR WATER BASIN 3. PALM ROOT BALL 4. (2) -4" PERFORATED PVC STANDPIPE WITl·I FILTER FABRIC SOCK AND 4" DRAIN CAP 5. NATIVE SOIL 6. 3/4" WASHED CRUSHED AGGREGATE 7. SAND BACKFILL COMPACTED NOTES: I. ALL PALMS SHALL BE TRIMMED AND TIED PRIOR TO PLANTING, LEA VE TIED 30 DAYS MIN. 2. TRIMMED PALM TO HA VE 6-8 FRONDS MAX. J. UPON INSTALLATION THE LANDSCAPE ARCHITECT AND THE LANDSCAPE CONTRACTOR SHALL DETERMINE IF PALMS REQUIRE GUYING PALM PLANTING DETAIL ■ ToPIA H~I Wwpl"" Slrl.'\.1, Sui<t;,HO S•n I.Ji,¥". C•lihui... 9"2121 Td. ~5U51.0555 A (.'JJjf(}(!!id Co,pvr.ati'-"' /[\ DATE INITIAL N.T.S. D N.T.S. - r ~ =1 .. I I M11i'1TF· .. ... =1 i'1f1 :1 I l;:;;11 NOT!s: WHERE ON SLOPES, THE REAR OF THE PLANTING PITS SHALL BE GRADED TO A MAXIMUM I: I SLOPE. THE EROSION CONTROL FABRIC SHALL IJE INSTALLED ON THIS SLOPE TO CONTROL EROSION WHILE PLANTS ESTABLISH . ~------{2 3 4 =w - Qlll 11 ll-"k------+_1211,l~ITTM - ~1M .,-=1 TEii IIIEIIII Jmll,111= J)f;=:ITT= Tr1 I -El I = I k X ROOT llr"II "" ' .W11 1~II-'"' BALLDIA. r= = CC AAAAAA.A,v I,_., j 111111i'I1mM ,>:iii~~~~ 11 ,ITT=q El I /.,o -"r,~---~ "I I c=ci;....frll ~ljj\ll I 11111 .ll ;c: m Ti= ITT ---2X ROOTBA:LC II '--------! 5 m -DIAMETER _-=lcH=~\----il'- LEG ENO I. FINISH GRADE AT SLOPE '-------16 2. TEMP. WATERING BASIN 3. FINISH GRADE. SET TOP OF ROOTIJALL I" ABOVE GRADE ~-----------' 7 4. 2"-3" LAYER MULCH MATERIAL 5. FERTILIZER TABLETS PER PLANTING NOTES. 6. BACKFILL MLX PER PLANTING NOTES. 7. NATIVE SOLL (COMPACTED) NOTE: INSTALL DEEP ROOT BARRIERS WHEN TREES ARE WITHIN 4' OF HARDSCAPE. SHRUB PLANTING ON SLOPE DETAIL ~ ~~n~~ D')L\'D ~ 0-D-0 ~ 2f------~ EDGE OF PAVING, WALK, WALL, ETC. ------- 1m,,1m111-m:=:m=m=1 1 mmmm1 ----mm11,mm111mmm~mmm 3 4\.----- l. GROUNDCOVER 2. MULCH 3. AMENDED SOLL 4. SUBGRADE NOTE: LOCATE PLANTS EQUIDISTANT (DJ FROM EACH OTHER AS SHOWN. D = SPACING AS SHOWN ON PLANTING PLAN. GROUNDCOVER PLANTING DETAIL APPROVED F"OR N.T.S. N.T.S. /RR/CAT/ON ANO PLANTING 0/\/L Y, 1/\ICLIJOINC PRECISE LOCATION or PLA/\I TING AREA. "AS BU I LT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CJ\RLSBAD SHEETS 5 PLANNING DIVISION 15 PLANTING DETAILS FOR: CARlSBAD RANCH, PLANNING Af{EA NO. 5 MA[WfllSA PHASE ll -VILLA 59 APPROVED: f~~ CC-· f:\\A____ \ -z.. z-+-\± PLANNING OWN BY: AA PROJECT NO. DRAWING NO. DArE INI flAL DATE INITIAL CHKD BY: MK ~ ~ gJ er, DESIGNrn OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RI/WD BY: MK CT.03-02 428-9X .,_ ______________________________________________________ • ____________________ ...;;;;,,;;;._;;;;;;;;;.;..;;. __ ..;..._;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;.1~ C.M.W.D. -~~-~ PD-2