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HomeMy WebLinkAboutDWG 428-9LL; CT 03-02; MARBRISA PHASE III-VILLA 60; 01-15' . . ,. _.,, . ·. -. _:·· .. •. ' . -.·· _', ' LANDSCAPE·CONSTRUC!IONtP.LANS{'FOR CARLSBAD RANCH, PLANNING AREA 5 RESORT SITE -MARBRISA PHASE II CARLSBAD, CALIFORNIA .'.· .. ·".•1 ·· .. ·.1.·.·· •. c·.:.: •11-.. • .. :.:r:.1·• .. m.•.·. · .. ::v: .. : .. ··. ·.···.,··.· .. M···· .. ·. A.•.:·.p· ··.· .. ··. , :;~'i .... , ·-t~---~i0 I"'' .. 'h .,:\· .. , .. ,·:\· .. ,· .. ,·,"','(','_,;,.,',' . .-,,.,. .. ,, .. ·,· .. ,., .. ·,· .. -."', ,-.. ,."' .,,,'," "' DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCTSTID RESPONSTBLE CHARGE OVER THE DESTGN OF THTS PROJECT AS DEFTNED TN SECTJON 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEClFICATJONS BY THE CITY OJ< CARLSBAD AND SAN DIEGO COUKTY DEPARTMEKT OF ENVTRONMENTAL HEAL IBIS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK. OF MY RESPONSil3ILITIES FOR PROJECT DESIGt\. THESE FLAKS HAVE BEEN PREPARED IN SUBSTAKTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLM, WATER CONSHRVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS O . AP PROV AL RELATED TO LAN SCAPING. BY: REGISTRATION NO: EXPIRATJON DATE: ~5,+/~3J'-)LJ--J_.,1~------ WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH Tl-IE REQUIREMENTS l'OR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LAKDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLJANCE WITH THOSH REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT TIIE PLAN IMPLEMENTS THOSE REGULATJONS TO PROVIDE EFFICIENT USE OF WATER. BY#-~ PHONE~ j,i} ~zt; < REGISTRATION No: ~xPrRATION DATE: ~i"",/2~v,.,.,/;,__,_7 ______ _ LOCATION MAP BACKFLOW PREVENTER TESTING: ALL IRRIGATION BACK FLOW PREVENTERS SHALL BE TESTED BY A CERTJFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY MD TIIE CARLSBAD MUNICIPAL WATER DISTRJCT. PIPE BETWEEK THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE KHARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT: Fl'IAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED Al'\/D APPROVED BY THE CITY AND FINAL MYLARS WILL BE REQURED TO BE APPROVED AND SIGNED TO THE CITY PRIOR TO SECURITIES RELEASE. \1 DRAWING INDEX --:'-' SHEET TlTLE' T ··J··:: · :> ,;; .. ;:·:.,:::,:.:,•.··.·.:c:c.:,.•., ... ,... <: :.:::: ::•: << ,,.:•.·.•:::,:: COVER SHEET,,........................................................................................................................... 1 CONSTRUCTION PLANS ............................................................................................................. 2 CONSTRUCTION NOTES AND REFERENCES. ............................................................... r ....... 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 ........................................................................................................ 10 through 11 PLANTING PLANS .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. . .. .. . 12 through 13 PLANTING NOTES AND LEGEND ............................................................................................ 14 PLANTING DETAILS ... .......... ..... .... ..... .... . ......... ..... .. ... .... .. ... ....... ... .... . ... . .......... .... . .... ... .. .... . .... .. . 15 APBBIC.ANT;•.······:·· .. ··:•:··•••>: ··:.•·::·.·.•:::•: .. :': .·:. Grand Pacific Resorts, Inc. 5900 Pasteur Court, Suite 200 Carlsbad, California 92008 760. 431. 8500 Contact: Mr. Timothy Stripe OMT:NER£.· ·•··•·.· ... •·•·.· .. Carlsbad Estate Holding, Inc. C/0 LEGO C.,q1ifornia, Inc. 1 Lego Drive:'' Carlsbad, California 92008 Contact: Mr. John Jakobsen KITAbayashi Design Studio 517 Fourth Avenue, Suite 401 San Diego, California 92101 619. 232. 9116 Contact: Mr. Derek Kitabayashi .'!litiJITEC'E.OFRECORO':.•.· ...... "· ,.,, ... , Nogle Onufer Associates Architects 2398 San Diego Avenue San Diego, California 92110 619. 297. 8066 Contact: Mr. Russ Oniifer ClVJL•·•ENG(NEEJ{},1µ4.NP SURYEYQ~:.• Grand Pacific Resorts, Inc. 5900 Pasteur Court, Suite 200 Carlsbad, California 92008 760. 431. 8500 Contact: Mr. Timothy Stripe Excel Engineering 440 State Place· Escondido, California 92029 760. 745. 8118 Contact: Mr. Mike Levin ··.JJ:ij'I'l'I'EEME~'ES:MA.NAGEli:} LAlS(Osct~PE:ARGHITEC[~.: Hofman Planning Associates 5900 Pasteur Court, Suite 150 Carlsbad, California 92008 760. 438. 1465 Contact: Mr. Bill Hofman DI RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TOPIA 5055 North Harbor Drive, Suite 200 San Diego, California 9 2106 858. 458. 0555 Contact: Mr. Aaron Armstrong THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SI fE FOR WHICH Tl IE:Y WERE PREPARED AND PUBLICATION THERF.Of' IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION, OR REUSE BY ANY METHOD, IN WHOLE OR IN PART WITHOUT EXPRESS WRITTEN CONSENT OF TOPIA IS PROHIBITED TITLE TO THE PLANS AND SPECIFICATIONS REMAIN IN TOPIA WITHOUT PREJUDICL VISUAL CONTACl' WlrH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RES rRICJ'IONS. APPRO \/ED f OR /RR/GA TION ANO PLAN TING ONLY, INCLUDING PF~ECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ ~ EXP. ___ _ DATE IN SPEC TO'< DATE HTTP://WWW.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WATER/DOCUMENTS/RECYCLEDWATERBACKFLOWTESTERLIST.PDF FOR RECYCLED OR ,----.----,-~---------------,----,.---.----,-----.----'--------------------1'· CITY OF CARL::fBAD I SIIEETS ~ INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCIIITECT OF WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. l'OLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF ·1BE WORK WILL CERTll'Y THAT THE INSTALLATJON HAS BEEN COMPLETED BY SUBMITTING THE "CERTIFICATION OF COMPLETJON" FORt'v!. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY Y!UST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINK "CERTIFICATION OF COMPLETJON" FORM FAX TO: (760) 944-8943. LANDSCAPE INSPECTION REQUEST Pl-IONE LIKE: (760) 602-4602. HTTP:/IWWW.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/W ATER/DOCUMEN'l'S/W A'l'ERBACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL (760) 438-2722. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO IJEGINNIKG LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDIKGL Y TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITJES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. 5055 N. Harbor Drive Suite 200 San Diego, California 92106 T: 858.458.0555 F: 858.458.0554 www.topialand.com 1 DATE INITIAL DESIGNER OF WORK ------+---+----+---1-----1 I SH~ET] PLANNING DIVISION . 15 COVER SHEET FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 60 DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C.M.W.D. ----- LO ~ ' N ';' 0 \ \ \ \ \ \ \ \ \ \ \ \ \ \ N w E s 0 20 40 60 80 / / / / I / / I ! / 5055 N. Harbor Drive Suite 200 San Diego, California 92106 T: 858.458.0555 F: 858.458.0554 www.topialand.com NOTES ./ '• -✓-•: L FOR CONSTRUCTION REFERENCES AND NOTES, SEE SHEET C-2. 2. FOR CONSTRUCTION DETAILS, SEE SHEET CD-I. 1 DATE INITIAL DESIG,ER OF WORK REVISION DESCRIPTION DATE INITIAL DAE 1,ITIAL OTHER AP?ROVAL CITY APPROVAL APPROVCO FOR IRRIGATION ANO PLANTING ONLY, INCLUDING 1°REC/SE LOCATION OF PLA1\JT/NG AREA. "AS BU IL T" RCE __ _ EXP. ___ _ DAE REVIEWED BY: INSPECTpR DI\ It_ Lffil [ CITY -OF CARLSBAD 2_j PLANNING DIVISION --. .. . -. --. CONSTRUCTION PLANS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II -VILLA 60 APPROVED: PLANNING OWN BY: AA PROJECT NO. DRAWING NO. CHKcl BY FM RVWD BY: FM CT.03-02 428-9LL C.M.W.D. C-1 I I LO ~ ' N N ' 0 ~ f ---~----~------------- 1 A. ALL DL\1ENSIONS ARE TAKEN FROM CURB FACE OR EDGE OF PAVING, UNLESS OTHERWISE NOTED ON PLAN. THE DJMENSIOl\S ARE SHOWN FOR APPROXIMATE LINE AND ALL RADIJ AND CURVES ARE TO HAVE CONTINUOUS AND SMOOTH TRANSITIONS WI'IROUT ABRUPT CHAl\GES OR BENDS. B. ALL FORMS AND ALIGNMENT OF PAVIKG SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE). C. D. E. CONTRACTOR SHALL VERlfY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AKD SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. CONTRACTOR SHALL NOTE AND !!\STALL SLEEVE LOCATIONS SHOWN ON IRRIGATION PLAN AND CONSTRUCTION PLANS. r. G. H. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO IRE 1995 CALIFORNIA BUILDING CODE. THESE NOTES SHALL BE USED IN CONJUNCTIOK WITH Tl-IE PLANS AND AKY DISCREPANCIES SHALL B,E BROUGHT TO THE ArfENTION OF THE LANDSCAPE ARCHITECT. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS BEFORE STARTING WORK. LAKDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED SIMILAR TO THE DETAILS FOR TIIE RESPECTIVE MATERIALS. L THE DRAWINGS AND SPECIFICATIONS REPRESEl\T THE FINISHED STRUCTURE. ALL BRACING, TEMPORARY SUPPORTS SHORING, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE JNSPEC.T]ON OF CONSTRUCTION ME11-!ODS AND SAfETY CONDITIONS AT THE WORKSITE. THESE VISITS SHALL NOT BE COKSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. J. DESIGN. MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FRO'v! THE OWNER, LANDSCAPE ARCHITECT AND Tl-TE APPLICABLE GOVERNING CODE AUTHORITY. K. PRIOR TO THE START OF ANY LANDSCAPE CONSTRUCTION OF 'VILLA 60' TIIE LANDSCAPE CONTRACTOR SHALL EVALUATE THE EXISTING ADJACENT LANDSCAPE INSTALLATION AND ITS INTERFACE WITH Tl-IE 'VILLA 60' LAKDSCAPE 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 TIIE 'VILLA 60' LANDSCAPE DOCUMENTS. THESE PLANS REPRBSENT THE BJDDIJ\G Al'iD CONSTRUCTION ITEMS THAT ONLY RELATES TO THE LANDSCAPE, I.E. HARDSCAPE, IRRIGATIONAND PLANTDJG. FOR BIDDING AND CONSTRUCTION ITEMS AS RELATED TO ARCHITECTURAL, CIVIL, ELECTRICAL, PLUMBING, MECHANICAL AND STRUCTURAL, THE CONTRACTOR SHALL REFER TO THEIR RESPECTIVE PLANS FOR DETAILED INFORMATION. ALTHOUGH THE ABOVE CONSULTANTS DJFORMATION IS REFLECTED ON TOPIA'S PLAN, THIS INFORMATION IS SHOWN FOR REFERENCE ONLY. 5055 N. Harbor Drive Suite 200 San Diego, California 92106 T: 858-458.0555 F: 858.458.0554 www.topialand.com i%gfNg~iiif~'n1n~i'6E'··.:F'n,RE':N~E'.EmiiNJ•·· cnsm'iflt:)l't:"l1£;_i;Ni½;;t:,Y ,•,· ... _::·;::.· ... _'._'._'."_i_'.,.•: __ ,·:_ •. ,_· .... ~:-:";_. ;,;<. )~.'iJ~:~\,/•_-·~L.;~,t.~: .. ,-_,L,,_ '. .. --i :~."::'i:,:.-.-,:::.: .:::t:· -:~.,::/< /:.rs i-.q::,-:,._f. \.:~~t-> ..... >-.-., ,:•:,t , .. ,., .. ;.,:-_,:M:~'11> 0-·:;:;:, .. 0 INSTALL 3-1/2" TIIICK CONCRETE PAVING PER DETAIL A, SHEET CD-1. MANUFACTURE COLOR I FINISH 0 0 0 KATURAL COLORED CONCRETE TO MATCH PAVING AT TI!E SHERATON HOTEL FINISH TO BE RETARDANT TO MATCH PAVING AT THE SHERATON HOTEL JNSTALL EXPANSION JOINT PER DETAIL A, SHEET CD-1. CAULKING: MANUFACTURE COLOR I FINISH N/A 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, SHEET CD-I. MANUFACTURE COLOR I FINISH NA TUR AL COLO[sED CONCRETE TO MATCH PAVING AT EXISTING VILLA UNITS FINISH TO MATCH PAVING AT EXISTING VILLA UNITS ,''.],:·' '',;k, AV,ULABLE TITRU N/A AVAILABLE THRU AVAILABLE TIIRU APPROVED roR /RR/GA T/0,r.J ANO PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING ARFA. "/\S BUILl" RCE ___ _ EXP _____ _ DAT~ RFVIEWED BY: INSPECTO~ DATE f.-------+- 1 -----------+---+------+---+-------1l_,H,3E·E·J CITY I OF CARLSBAD] LHEETS I PLANNII\G DIVISICN . 15 '--::==c:--=--:::=-':::--=-=--==--~=-:=--=--=--===---'===::; CONSTRUCTION NOTES AND REFERENCES FOR: l------+-----+----------------------1---+---+-----I---- CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE JI -VILLA 60 +----+----+---------------------+----+---1---DATE INITIAL DATE l~ITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C.M.W.D. --~~~ C-2 IJ') ~ ' N N ' 0 ~ .:..; ~ f- 2: CJ :::J Cl) □ Ct'. (") I I i 1. I ,. i I !: d ~ 0 0 0 0 0 © 0 ~~ '" tiJ 2" CLEAR 1/2" O "-< TYP. so FACE OF BUILDING OR WALL. 1/8" WJDE X 1/3 DEPTH OF SLAP SAWCUT JOINT AS INIJICATED ON PLAN. 1/4" RADIUS AT ALL CORKERS. FINISH SURF ACE. 6 NOTE: 1. SEE CONSTRUCTION REFEREKCES FOR .\1ATERIALS, COLORS AND FIKISHES. 2. FOR CONCRETE PAVING THAT IS FOR VEHICULAR USE, CONCRETE DEPTH SHALL BE 6". #4 REBARS@ 16" O.C. IN HOTH DIRECTIONS ELEVATED ON CHAIRS CENTERED TK SLAB. 1/2" TI-IICK FULL DEPTH FELi' EXPANSION BOARD WITH EXPANDABLE CAULKJNG. COLOR TO MATCH PAVING. RAKE WITH SILICA SAND COATING. COMPACTED SUB BASE PER SOIL RNG!l\EER'S RRCOMMENDATIOK. .-.. -, ---- TYPICAL CONCRETE PA YING 1"=1'-0" B TYPICAL CONCRETE PATIO AT BUILDING ------c--•--'---~~ "'"C --.... • .-,,7~: • ~-''!.,\~---·_:·,~:-_"c.~'17{ -:-<~~:-<<·, , -__ , ___ -·-n:: I I I ---~"-,,, . '. ,. \.' VILLA/ SALES ---. . '·: ___ ,._:·. (D INSTALL 3-1/2" THICK NATURAL COLORED CONCRETE WITH RETARDANT FINISH. ARCHITECTURAL TOPPING TO BE APPLIED TO SLAB. SEE ARCHITECTURAL PLANS. (1) EXPANSION JOINT SEE DETAIL A, SHEET CD-I G) WEAKEN PLANE JOINT SEE DETAIL A, SHEET CD-I 1 N.T.S. APPRO V[O FOR !RR/GA 1/ON Ai\/O PLANTING ONLY, INCLUDING PR[C/S[ LOCATION OF PLANTING ARCA. " AS B U I LT" RCE __ _ EXP·---~ DATE REVIEWED, BY: INSPECTOR DATE ---------~ ---+---+---1------1----1 P_i\NNING DIVISION 15 . I CITY OF CARLS BA~ [S.H EETS I 1-----l-----+---+------1 ·" . --- 1~--r------1 CONSTRUCTION DETAILS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE Tl -VILLA 60 5055 ~~~:~~~ Drive APPROVED: rr-;;.JJ., 4:~ f::-1-\.Jt • f.LJ_ /1"_, I·-,·-. _J ~ San Diego. caiifornia PLANNING =J 92106 I---+---+-----·-----~---------+---1---+----t-----ct ;::::::=====;:::;--=;--;================;; ~ I T: 858.458·0555 ,--~oA=TE=--->--11\iTIAL--------c--------------+-o-A-TE INITIAL DATE INITIAL DWN BY: AA PROJECT NO. ~G NO.I ::, l---------------------------------------------------------------------------~;;;F;: 8;58;.4;58;.0;55;4;;!..,_;;;;;;;;;;;:;;;;;;;;;;;;;E;V;S:l~;;D;E;S~;~p~~O;N;;;;;;;;;;;;;;;;:;;;;_;;_ ;_ ;~ :_ ;_ ;;;_ ;+;-;_ ;_ ;_ ;~ ;_ ;_ ;_;_~~C~HK~D~BY~:; __ ;F;.M~;;;;;~[ f?;f;~;;;;;;;_;;g·~~-~-~ Cl)g- www.topialand.com DFSIGNrn OF WORK : I OTHE, APPROVAL CITY APPROVAL RVWD BY: -FM • -. ~ .·. C.M.W.D. ~---CD-1 I I ' -~-~ ------~------- GENERAL NOTES RECYCtEDWATEttN'orE'.s··• ',' "!: '.".", ·:. ",' ..• _ :, ,. : "-':.';-:'',. :' -',:C;'"::','.. "' ), : \'.' .. '.'.'.'' . '':'; ·:·:i .'' ·, '. :" ', :_-·:' "', ·,"_'" _,,, RECYCLED WATER SYSTEM (PRIVATE) SHEET INDEX I. 2. 3. ALL WORK SHALL BE DOKE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. DRINKING WATER FOUNTAINS AKD DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, Y!IST OR MISTING. TITLE SHEET ................................................................................................ 5 IRRIGATION MAINLINE MASTER PLAN I PROJECT MAP ....................... 6 IRRIGATION PLANS ............................................................................ 7 through 8 4. !JEST MAKAGEMHNT PRACTICES SHALL BE USRD TO ELIMINATE OR CONTROL TO THE BEST RXTEKT POSSIBLE POKDIKG, RUN-OFF, OVER-SPRAY. AND MISTING. HOSE BIBS ARE STRICTLY PROHIBITED. CARLSBAD RANCH, PLANNING AREA 5 RESORT SITE -MARBRISA PHASE II IRRIGATION NOTES AND LEGEND ............................. ,. ... ,.,. ..................... 9 IRRIGATION DETAILS,. .... ,. .......... ,. ........... ,. ................... , .............. ,.. IO through 11 0 N 5. 6. 7. 8. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRTCTL Y PROHIBITED. NO SUBSl'ITUTION OJ.i PIPE MATERIALS WILL BE AL.LOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD _lilUNICIPAL WATER DISTIUCT. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. TIIE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY TUE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER or A Ll:SSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF I 0:00 P.M. TO 6:00 AM. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CITY OF CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS 10. KON-DESIGNATED USE AREAS SHALi. BE PROTECTED FROM CONT ACT WITH RECYCLED WATER, WHETHER BYWIND BLOW},-SPRAY OR BY DIRECTAPPLICATIONTHROUGH IIUUGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 12. 13. 14. 15. 16. 17. IRRIGATION HEADS SHALL rm RELOCATED OR ADJUSTED TO MII\TvfJZE OR ELIMINATE OVER- SPRA YING ON SIDEW Al.KS, STREETS AI\D NON-DESIGNATED USb AREAS. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRlllUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULA TIO NS. ON RECYCLED WATER SYSTHMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHA.LL BE COLOR-CODED PURPLE PER AWWA GUIDEUNES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AKD SAFETY CODE. A.LL IRRIGATION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AI\D LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD TIIE TOP OE THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGUI.ATIOI\S. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTJ\NTPRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY TI!E PROJECT ENGIKEER AND/OR REGUL!\TORY AGENCY. MEASUREMENTS SHALL BE BETWEEK FACING SURFACES, NOT PIPE CENTERLINES. CONSTANT PRESSURE RECYCLED WATER LINES Sf IALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN ATLEASTTWELVEIKCHESCROSSING SEPARATION BETWEEN OTHER UTILITIES. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BF. INSTALLED ABOVE A POTAIJLE WATER LINE OR LESS THAI\ TWELVE INCHES BELOW A POTABLE WATERLINE. THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEl'VE AS PER THE CARLSBAD MUNICIPAL WAT[R DISTIUCT'S RULES AND REGULATIONS. 18. TIIE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL llE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF EKVIRONMENTAL HEAL TH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HE~\L Tl-I. COPIES OF INSPECTION REPORTS WILL BE FORW A.RDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIOI\S PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT 01\ TUE PLANS. 21. WHEK RECYCLED WATER BECOMES AV All.ABLE, Al\ ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS IKDIVIDUAL SHA.LL BE FAM I UAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW /CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH COI\TACT PHONE NUMBERS SHALL BE PROVIDED TO nm CARLSBAD MUNICIPAL WATER DISTRICT IN CASE OF EMERGENCY CONTACT ALLEN PRIDA AT (619) 498-2900 OR AFTER HOURS CONTACT ALLEl'i PRIDA AT (619) 498-2900 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN Tl-IE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. DRINKING FO11NTAINS AND/OR DESIGNATED OUTDOOR EATII\G AREAS DO NOT EXIST ON THE SITE. 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLb WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTl!ER 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 IIARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT http://www.carlsbadca.gov/s.ervic,es/depart:ments/water/Documents/ recycledwaterbackflO\vtesterlist.pdf for recycled or http://ww\'l.carlsbadca.gov/services/ departments/water/Docurnents/waterbackflowtesterlist.pdf for potable or call 438-2722. 26. WHEN A CROSS CONNECTION SHUTDOWN TEST IS REQUIRED, COI\TRACTOR SHALL FOLLOW THE SHUTDOWN TEST METHODOLOGY OF "METHOD 1" PER THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH'S RECYCLED WATER MANUAL. ~-------PURPLE BACKROUND ·st(.f~A:'<:11! NOTES'········ THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENT!. Y POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISlllLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. I. GUIDELINES FOR RECYCLED WATER USE A. B. c. D. E. F. IRRIGATE BETWEEN ·11{E HOURS OF 10:00 P.M. AND 6:00 AM. ONLY. WATERING OUTSIDE THIS TIME rRAME MUST BE DOKE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURil\'G USE OUTSIDE THE NORMAL SCHEDULE. IRRIGATE IN A MANNER THAT ',VILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATIOI\ RATE SHALLINOT EXCEED nm INFILTRATION RATE OF THE SOIL. TIMERS MUST BR ADJUSTED Sb AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT.I THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC COI\TROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK LIP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUir SOIL AIJSORPTION). ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRJVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. MONITOR AI\D MAINTAJN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERJAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPAREKT. THE LANDSCAPE COKTRACTOR IS RESPONSIBLU FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAJNTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS roR IRRIGATION PURPOSES ONLY AI\DIS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. OBTAIN PRIOR AP PROV AL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, Tl-IE DISTRICT ENGIKEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. A.LL RECYCLED WATER SPRJNKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IM PURA: NO TOMAR" IMPRINTED ON Till OTHER SIDE. IMPRINTII\G SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MAI\LIFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VAL VE STEM DJRECTL Y OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 2. ALL SPRJNKLER HEADS SI-IA.LL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. G. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARJNG THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPAKISH, WITH BLACK LETTERS 1" HIGII ON A PURPLE BACK ROUND. TI-IE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY AI\Y OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DEci.iRirioK/!6'.F REsP0Ns1a£rreiBARGE:··/·· . ,< ::.;,_,,_>, .. ,N: ,·,,: :,,,,,·.:, ,:"., -,,.,: ·:·.,.: ., ·,·:·:, ,:.,,., ,·.:.· ''>', . ... •• , .•• , •,;.,:,,• , ,., I HEREBY DECLARE TRAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. IUNDERSTANDTHATTHc: CHECK OF PROJECT DRAWINGS AND SPECIFICATIONSBYTHE CITY OF CARLSBAD AND SAN DIEGO COUI\TY DEPARTMENT Of EKVIRONMENT AL HEAL TH IS COl\f!NED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESI GK. THESE PLANS HAVE BEEN PREPARED 11\ SUBSTANTIAL CONFORMANCE WITH THE APPROVED LAI\SCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. f!RM NAME & ADDRESS: -~10/?14 -5,i};iv~ l!Jpyp , ~y ff:~-'17--10 C., I PHONE NO: 695 1-So ~os-5s REGISTRATION NO: -~,:Z~/~"~""--EXPIRATION DATE: DI RT BLACK LOG07 I r-1" BLACK LETTERS 36" / In Order to Conserve Water ... DIAL TOLL FREE (N. T,S.) WARNING RECYCLED WATER DO NOT DRINK R CYCLED WATER RECYCLED WATER IN USE DO NOT DRINK NO TOME EL AGUA 1 -800 -422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA PROJECT MAP LEGEND POTABLE WATER METER RECYCLED WATER METER BACKFLOW PREVEKTJON DEVICE INSTALL PER CMWD POTABLE WATERLINE RECYCLED WATER LINE --R-8---RECYCLED WATER PRESSURE SUPPLY LINE lZZl D. FIRE SERVICE LINE RECYCLED WATER USE /\RE.A DO NOT DRINK SIGN VILLA#60 1' NOTE: SITE TOO LARGE TO snow IN THIS AREA. -OUTDOOR EATING AREA (PROTECTED AGAINST CON- TACT WITH RECYCLED WATER) SEH SHEET 1-0.0 FOR PROJECT MAP/IRRIGATION MAINLINE MASTER PLAN w_•.•.1\:1;EJt,12~e1d1sNt.:LA'.Ntisci#ED.,8,cti~1:xoN,···•• .. ···•· •'. ' ,. "' •' ." ' " ' ... " ' ·n ."' ' ... "')< ;·,,. ,. I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE YIANUAL & WATER EFFICIEKT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MAl\uAL. I CERTIFY THAT THE FLAK IMPLE ENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. BY: REGISTRATION NO: :Z,J9(:, EXPIRATION DATE: __ _,..$_,__1/B,=c:(,,_/,~/~'7 ___ _ NOT TO SCALE INSPECTION OF THE PROJECT SHALL BE PERFORMED BY T1!E LANDSCAPE ARCHITECT OF Tl!E WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFTCATIONS FOR THE SCHEDULE OF REQUIRED 11\SPECTJONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT Of THE WORI<. WILL CERTIFY THAT T1IE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING 11!E "CERTIFICATION OF COMPLETION" FORM. A REQUEST FOR A FINAL LAl'iDSCAPE INSPECTION BY '11!E CITY Y!UST ALSO BE MADE BY CALLING THE INSPEC11ON REQUEST LINE. FAX THE "CERTTFICATION OF COMPLETION" FOR.vi TO (760) 944-8943. LANDSCAPE INSPECTION RRQUES'! PHONE LINE: (760) 602-4602. CITY OF OCEANSIDE 1-0 I. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTICALLY). . B. PIPE IDENTIFICATION. C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND Tl-IE DISTRICT, AND BE FORWARDED TO THE COUNTY HEAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. SIGN AGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. C. TAGGING OF VAL YES. D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTJON OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE IRRJGA TION COKDITIONS INCLIJDIKG WINDBLOWN SPRAY, RUNOFF. AND PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-COKNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION TRAT WILL COVER A-I OF THE DISTRICT FINAL INSPECTION. HIGHWAY 18 PROJECT SITE~ PACIFIC OCEAN NOT TO SCALE CITY OF VISTA AVE CITY OF ENCINITAS VICINITY MAP APPROVED f' OR IRRIG/\TIO\J /\\JO PLANTING O\JL Y, INCLUDING PRECISE LOCATION OF PLANTII\G AREA COUN IY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND ANO WATFR QUALITY DIVISION GLENN LEEKS ENVIRONMENTAL HC:ALTH ,SPECIALIST ~ -r£'7"e;-_________ .,_ DATE "AS BU I LT" TITLE DATE REVIEWFD BY: l.~SP,CTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 5 CITY OF CARLSBAD PLANNING DIVISION 15 SHEETS REVISIONS MUST BE APPROVED BY PUBLIC IIEALHI EI\.GINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 1---t----t~ ------------------+---+---+---+ ·---1-------'--------------...... -----'---I 1---+---+----1 ?RIVA TE (O1\SI IE) RECYCLED WATER SYSTEM FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR CARLSBAD MUNICIPAL WATER DISTRICI DEVELOPERS NAME: _____________ _ --+----+----------------·--·-+----+---+---+----I 1----+---+-----~-----------------~--+----+-----+----l 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 LAVESE SUS MANOS DESPUES DE USAR 18" X 18" SIZE . 032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1;/4/;5=_ DATE DISTRICT ENGINEER MARBR!SA PHASE II -V1LLA 60 ADDRESS: --+-~· ·-+------~-----~---------+----+---+----! 1----+---+-------------------+----+------~·-t------1APPROVED 1----+---+-----------·~-~-----jr--------t----j-----i ___ __l_':~~__S5._.,..-a~lc,1". __ (J-l'T•l'? TELEPHONE: _____ _ 1----+---+------------~--·-----j---t----ir----t----PLA~NING DATE DATE PLAN PREPARED:----~ _____ _ BY: t----------------------+---=-=-+==-+-------------------t--~--t-----t----t------1Dl-i'WN BY: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL AA OTHER A0 PROVAL CITY APPROVAL . CHCKD BY• FM PROJECT NO. DRAWING NO . CT.03~02 428-9LL ' N N ' 0 ~ -----------------------------------------------------------------------------------------------.. ,.,., I ' METER INFORMATION METER NO.: METER SIZE: METER ELEVATION: STA TIC PRESSURE: METER NO.: METER SIZE: METER ELEV ATI STATIC PRESS P3 1" 212.51 72.13 PSI ( METER INFORMATION METERNO.: METER SIZE: METER ELEVATION: STATIC PRESSURE: METER TYPE: RI 2" 182 86.86 PSI RECYCLED .sf " I l METER INFORMATION-------------',------ ' METER NO.: Pl t METER SIZE: 2" METER ELEVATION: 228.0 STATIC PRESSURE: 62.6 PSI METER "R l" FINAL RECYCLED WATER POINT OF CONNECTION FOR VILLA 60 (FUTURE CONNECTION) "">---EXISTING "DO NOT DRINK" SIGNAGE '----NEW "DO NOT DRINK" SIGNAGE \ NOTE: NO NEW WATER METERS, MAINLINE, BACKFLOW PREVENTERS, GATE VALVES OR OUTDOOR EATING AREAS IN THIS SUBMITTAL METER INFORMATION METER NO.: R2 METER SIZE: 2" METER ELEVATION: 197 STATIC PRESSURE: 80.41 PSI METER TYPE: RECYCLED STREET STATIONING: 42+93.08 LEGEND: 4 I • -·-·-·-·-·- 1121 le] NEW "DO NOT DRINK" SIGNAGE FOR MARBRISA PHASE 11 .: VILLA 60 NEW RECYCLED MAINLINE FOR MARBRISA PHASE II " VILLA 60 EXISTING RECYCLED MAINLINE FOR MARBRISA PHASE II EXISTING POTABLE MAINLINE FOR MARBRISA PHASE II EXISTING RECYCLED MAINLINE FOR SLOPES AND PHASE 1 EXISTING POTABLE MAINLINE FOR SLOPES AND PHASE l EXISTING TEMPORARY CONNECTION TO FIRE HYDRANT (FUTURE CONNECTION TO METER Rl) EXISTING POTABLE P.O.C. /WATERMETER (3 TOTAL) IBJ[]I][g] EXISTING RECYCLED P.O.C. /WATER METER (2 TOTAL) NOTE: FOR ADDITIONAL METER INFORMATION INCLUDING POINT OF CONNECTION, STATIC PRESSURE AND ADDITIONAL lRRIGATION EQUIPMENT SUCH AS BACKFLOW PREVENTER, MASTER VALVE AND FLOW SENSOR, SEE APPROVED CITY DRAWING #428-9L, SHEET 5 AND APPROVED CITY DRAWING #428-9T, SHEET 15. 1 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 rOR !RR/GA T/0!\J AtvD PLA!\JTING ONLY, INCLUDING PRECISE LOCATION Or PLANTING A1~EA. RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE P3H.EET 11 ClTY. OF CARLSBAD I SHE.ETSI --+---IL 6 · PLANNING DIVISION 15 -----1---------+----l --+----l ------·-------+------1----1------+-----1 PROJECT MAP/IRRIGATION MAINLINE MASTER PLAN FciR: CARLSBAD RANCH, PLANNING AREA NO. 5 l--•----1----------MARBRISA PHASE II -VILLA 60 5055 N. Harbor Drive -1. ~ / ~ · · San D~e~~ ~~iifornia -'-~--• __ , ____ (;~T_•_f{ __ i"""'~-~-_ _ _ JI -1 "7-1>? . ~ 92106 '----' PLANNING ..: --- OVED: F: 858.458.0554 DATE INITIAL DATE INITIAL CHKD BY: ~ STREET STATIONING: 45+60.00 T: 858.458 -0555 DATE INITIAL DWN BY: FA···t]· '_ P'<OJ[CT NO. DRAWING NO. ~ 0 JOO 200 300 4"'0 www.topialand.com □ESIGNC:R OF WORK REVISION DESCRIPTION OTHrn APPROVAL CITY APPROVAL RVWD BY: FM _· I CT.03-02 428-9LL (/) .. _____ ... 111111 ____________________________________________________________ ~"·;_ _________ ...;------;....:----=---·----------~----;:;-=--~-;;;;;------·------===.:.J~ C.M.W.D. --~-~ I-0.0 ---------------- · l·l/2" W A.JTER METER AND BACKFLOW \ : PREVENTER PER DWG NO. 428-9F \ ·. AT; STATIPN 08+70.44 : PRESSURE AT METER= 63.81 PSI \: ELEVATION AT METER= 190.70 \ SERVICES VILLA 59 AND 60 AND .... FUTURE V]LLAS 61, 62, 63 AND 64 23'.5 31.1 • 1.5" \ w 0 20 28.2 N E s 40 60 80 5055 N. Harbor Drive Suite 200 San Diego, California 92106 T: 858.458.0555 F: 858.458.0554 www.topialand.com I NOTES: EXISTING MAINLINE SYSTEM AND NEW MAINLINE CONNECTS TO APPROVED METER Rl (SEE SHEET 1-0.0 FOR LOCATION). FOR ADDITIONAL METER INFORMATION INCLUDING POINT OF CONNECTION, STATIC PRESSURE AND ADDITION AL IRRIGATION EQUIPMENT SUCH AS BACKFLOW PREVENTER, MASTER VAL VE AND FLOW SENSOR, SEE APPROVED CITY DRAWING #428-91, SHEET 5. SEE CITY APPROVED DRAWING #428-9M, SHEET I-13 FOR RAIN GAUGE AND CENTRAL IRRIGATION CONTROLLER LOCATION I. FOR IRRIGATION KOTES, SEE SHEET ID-I. 2. FOR IRRIGATION LEGEND, SEE SHEET ID-I. 3. FOR IRRIGATION DETAILS, SEE SHEETS lD-2 TO ID-3. 1 METER INFORMATION (EXISTING) METER NO.: TEMP METER SIZE: i 2" METER ELEVATION: 209.82 STATIC PRESSURE: 73.23 PSI METER TYPE: . POTABLE STREET ST A TIONING: 09+21.63 METER INFORMATION (EXISTING) METER NO.: P2 METER SIZE: 1" METER ELEVATION: 210.20 STATIC PRESSURE: 73.0 PSI METER TYPE: POTABLE STREET STATIONING: 09+26.35 . METER INFORMATION (EXISTING) METERNO.: P3 METER SIZE: 1" . METER ELEVATION: 212.51 STATIC PRESSURE: 72.13 PSI METER TYPE: POTABLE STREET STATIONING: 09+78.01 NOTE: . NOTE: TEMPORARY HYDRANT CONNECTION APPROVED BY THE CITY OF CARLSBAD FOR ADDITIONAL METER INFORMATION INCLUDING POINT OF CONNECTION, STATIC PRESSURE AND ADpITIONAL IRRIGATION EQUIPMENT SUCH AS BACKFLOW PREVENTER, MASTER VAL VE AND FLOW SENSOR, SEE APPROVED CITY DRAWING #428-9L, SHEET 5 AND APPROVED CITY DRAWING #428-9T, SHEET 15. APPRO 1/FO FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. " AS 8 U I LT" RCE __ _ FXP_. ___ _ DAT~ REVIEWED BY: INSPECTOR D/\TE ,-s_i=17Ei:i] CITY OF CARLSB_AD I ~Hc:E'.rs >----+----+---~-------------+---+----+----+----I P _ANNI~ G DIVISION _ L1? __ ---.--.----·-----·-··---.. ----+-----------------t----t--- DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION JATE INITIAL OTHER APPROVAL DAT[ INITIAL CITY APPROVAL lRRIGATJON PLANS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE Tl -VILLA 60 PLANNING JWN BY: AA CHKD BY: FM RVWD BY: _____EM_ LO ~ ' N N ' 0 ~ .:J ~ 2: ID ::, (fJ 0 0::: 1--------------------------------------------------------------------------------------------------~~~-------------~"'!I"' C.M.W.D. ____ 1-1 ,------------------- \ \ \ \ \ N w E s 5055 N. Harbor Drive Suite 200 San Diego, California 92106 T: 858.458.0555 0 20 40 60 80 F: 858.458.0554 www.topialand.com NOTES: 1. FOR IRRIGAT!ONNOT!iS, SEE SHEET ID-I. 2. FOR IRRIGATION LEGEND, SEE SHEET ID-!. 3. fOR IRRIGATION Db TAILS, SEE SHEETS ID-2 TO ID-3. 1 ,-------, ----+-'-=~------ APPRO VcO f-OR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCI\ TION or PLANTING A.REA. "/\ S Bu IL T" RC[ ___ _ FXP. ____ _ DATF REVIEWED BY: INSPlCTOR DATE ~'rllClTY_ OFCARLSBAD IISH~5ETJ 1----l------1-----------------+----+-------t------t---i L__!_J L PLANNING DIVISION IRRIGATION PLANS FOR: CARLSBAD RANCll, PLANNING AREA NO. 5 MARBRISA PHASE II VJLLA 60 ,---· APPROVED: M::d( 3'-. ~~-£)* ... Ji-I1-I.:;- I ·-- PLANNING . D/\TE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION DESIGNER OF WORK ornrn APPROVAL CITY APPROVAL DWN BY ___AA ·11 PROJECT NO. ~28 1~9LW Cl IKD BY: _EM __ , CT.03-02 RVWD BY: FM I C.M.W.D. IB-1 LO ~ ' N N ' 0 ~ .:J ~ ~ tll =i (/) 0 0::: "' --------- I. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. ALL MAil\ LlNE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTA!,LED IN SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR TIIE REQUIRED NUMBER OF WIRES UNDER PAVING. SLEEVE SIZES FOR IRRIGATIOK LINES SHALL BE A MINlMUM OF TWO TIMES THE SIZE or THE LINE IT SERVES. ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 OR 80 PIPE AND SHALL BE INSTALLED PRIOR TO PAVING. MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS A PRESSURE LINES *LESS THAN 3" 11\ DIAMETER-18" COVER *3"-5-1/2" IN DIAMETER-24" COVER *6" OR GREATER IN DIAMETER-36" COVER ll. LATERAL LTNES-12" COVER C. SLEEVES UNDER ROADS *6" OR LESS IN DIAMETER -36" COVER *GREATER THAN 6" IN DIAMETER -48" COVER D. SLEEVES UNDER PAVING (KON-ROADS): SAME AS "A" ABOVE SLEEVES UNDER ROADS *6" OR LESS IN DIAMETER -36" COVER *GREATER TIIAN 6" IN DIAMETER -48" COVER SCHEDULE 80 PVC SU,EVES UNDER PAVlNG (NON-ROADS) * LESS THAN 3" IN DIAMETER -18" COVER *3"-5-1/2" IN DIAMETER-24" COVER *6" OR GREATER IN DIAMETER -36" COVER SCHEDULE 40 PVC PIPE SIZES SHALL COI\FORM TO IBOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER !'!PE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMA(iED AND REJECTED PlPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. ALL SPRINKLER HEADS SHALL RE SET PERPEI\DIC:ULAR TO FINISH GR.ADE UNLESS OTHERWISE SPECIFIED. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WAI.LS. ETC. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC .• SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONI,Y AND SHALL BE INSTALLED IN Pl.ANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS. STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HTS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. DO NOT WILLrtJLLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWII\GS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES TN THE AREA DIMENSIONS EXIST 1BAT MIGHT NOT HA VE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIHERENC:ES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION TS NOT PERJ<.ORt'v!ED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. ALL SPRINKLER EQUIPMENT NOT OTIIERWISE.DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANlJF ACTURER'S RECO'v!MENDATIONS AND SPEC:lF!C:ATlONS. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE OF 80 PSI AND A MAXIMUM FLOW DEMAND OF 75.0 GPM. Tl IE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND TTIE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL !KCLUDE IN HIS BID AN ADDITIONAL CONTROL WIRE fROM THE CONTROLLER TO EACH VAL VE ON TUE SYSTEM. INSTALL POP UP HEADS w !THIN IO' or ALL PEDESTRlAN USE AREAS. INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY '11-IE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED llY THE CITY PRIOR TO RELEASE OF SECURITIES. IRRIGATION LEGEND: IRRIGATION LEGEND (CONTINUED): ,;~~Qt.'t~~i;.::,i:. :;Jgffi~µIij~.'MiJ~,~j i~~1~,t,iw~;11it l 1.:11m~(i1"~~". ~~s:Bw~~~~:,·rm~ijm;J:"t:.'"I:: SYM80EfMF6'··••.•'c\(;:,{S'•iircffi,;gftL.J¾fu~i1ifi1l'i's~forrEiiior§t ::· .• ,.;.,.P .•. · ... ·:s .•... I.·.::.(•j\.'a.':.f:.·.·.®··•.' < .... ~.··•··.,.·:.· .... ·• .. 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POP UP, 360° l804-NP-SAM-12H TURF POP UP, 180° 1804-NP-SAM-12Q TURF POP UP, 90° 1804-NP-SAM-12V TURF POP UP, 180° l 804-NP-SAM-IOF TURF POP UP, 360° 1804-NP-SAM-lOH TURF POP UP, 180° 1804-NP-SAM-IOQ TURF POP UP, 90° 1804-NP-SAM-IOV TURF POP UP, 180° 1804-NP-SAM-SF 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° l 812-NP-15EST SHRUB POP UP, END STRIP 18l2,NP-15SST SHRUB POP UP, SIDE STRIP l 812-NP-5FB SHRUB POP UP, BUBBLER 1812-NP-5HB SHRUB POP UP, BUBBLER l812-NP-5CST-B SHRUB POP UP, BUBBLER 1812-NP-SAM-15F SHRUB POP UP, 360° 1812-NP-SAM-15H SHRUB POP UP, 180° 1812-NP-SAM-15Q SHRUB POP UP, 90° 18!2,NP-SAM-15V SHRUB POP UP, 180° 1812-NP-SAM-12F SHRUB POP UP, 360° 18!2,NP-SAM-12H SHRUB POP UP, 180° 1812-NP-SAM-12Q SHRUB POP UP, 90° 1812-NP-SAM-12V SHRUB POP UP, 180° 1812-NP-SAM-IOF SHRUB POP UP, 360° 1812,NP-SAM-lOH SHRUB POP UP, 180° 1812-NP-SAM-IOQ SHRUB POP UP, 90° 1812,NP-SAM-lOV SHRUB 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, !80° 1812-NP-SAM-5F SHRUB POP UP, 360° 1812-NP-SAM-5H 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-12H SHRUB SPRAY,, l80° PA-8S-NP-12Q SHRUB SPRAY, 90° PA-8S-NP-12V SHRUB SPRAY,, 180° PA-8S-NP-IOF SHRUB SPRAY, 360° PA-SS-NP-IOH SHRUB SPRAY, 180° PA-8S-NP-IOQ SHRUB SPRAY, 90° PA-8S-NP-10V SHRUB SPRAY, 180° PA-8S-NP-SF SHRUB SPRAY, 360° PA-8S-NP-8H SHRUB SPRAY, 180° PA-8S-NP-SQ SHRUB SPRAY, 90° PA-8S-NP-8V SHRUB SPRAY, 180° 25 3.30 14 FT 15F 15H 15Q 15V 12F 12H 12Q 12V 25 1.65 14 FT 25 0.82 14 Ff 25 1.65 14 fT 25 2.40 11 FT 25 1.20 IIFT 25 0.60 11 FT 25 1.20 11 FT 25 1.44 9 FT !OF 25 0.72 9 FT JOH 25 0.36 9 fT IOQ 25 0.72 9 FT IOV 25 0.96 7FT SF 25 0.47 7 FT SH 25 0.24 7 FT SQ 25 0.47 7FT 8V 25 0.56 4XI4 FT 15EST 25 I.I I 4X28 FT 15SST 25 1.5 5 FT 5FB 25 1.0 5 FT 5HB 25 0.5 5 FT 5CSTB 25 3.30 l4 FT 15F 25 1.65 14 FT !SH 25 . 0.82 14FT 15Q 25 1.65 14FT 15V 25 2.40 11 FT 12F 25 1.20 11 FT 12H 25 0.60 IIFT 12Q 25 1.20 11 FT 12V 25 1.44 9 FT IOF 25 0.72 9 FT 101-1 25 0.36 9 FT IOQ 25 0.72 9 FT lOV 25 0.96 7 FT SF 25 0.47 7 FT 8H 25 0.24 7FT SQ 25 0.47 7 FT 8V 25 0.36 4 FT 5F 25 0.18 4 FT 5H 25 0.09 4 FT SQ 25 3.30 14 FT 15F 25 1.65 14 FT 15H 25 0.82 14 FT 15Q 25 1.65 14FT 15V 25 2.40 l l PT 12F 12H l2Q 12V !OF IOH IOQ IOV SF SIi SQ 8V 25 l.20 11 FT 25 0.60 11 FT 25 1.20 11 PT 25 1.44 9 FT 25 0.72 9 FT -25 0.36 9 FT 25 0.72 9 FT 25 0.96 7 FT 25 0.47 7 FT 25 0.24 7 FT 25 0.47 7 FT MP-100-90-R SHRUB ROTOR POP-UP (90°-210°) 40 0.37 8-15 FT 1-20-12-1.SSR-R SHRUB ROTOR POP UP 50 1.50 25 FT l.5SR 1-20-12, 1.5-R SHRUB ROTOR POP-UP 50 1.50 31 FT 1.5 1-20-12-3.0-R SHRUB ROTOR POP-UP 50 3.00 38 FT 3.0 l-20-00-l.5SR-R SHRUB ROTOR 50 1.50 25 FT l.5SR I-20-00-l.5SR-R SHRUB ROTOR-360° 1-20,00-1.5-R SHRUB ROTOR 1-20-00-1.5-R SHRUB ROTOR -360° 1-20-00-3.0-R SHRUB ROTOR 1-20-00-3.0-R SHRUB ROTOR -360° 50 1.50 25 FT 50 1.50 31 FT 50 1.50 31 FT 50 3.00 38 FT 50 3.00 38FT 1.5SR 1.5 1.5 3.0 3.0 NOZZLES SHALL BE MODIFIED AS NECESSARY TO CREATE MATCHED PRECIPITATION RATES NOTE: SEE DETAIL A SEE DETAfL A SEE DETAIL A SEE DETAJL 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 SEEDETAJL A SEE DETAIL A SEE DETAIL A SEE DETAJL A SEE DETAIL BAND C SEE DET AJL B AND C: SEE DETAIL BAND C SEE DETAIL B AND C SEE DETAIL ll AND C SEE DETAIL B AND C SEE DETAIL BAND C SEE DETAIL BAND C SEE DETAJL BAND C SEE DETAIL BAND C SEE DETAIL B AND C SEE DETAJL BAND C SEE DETAJL B AND C SEE DETAIL BAND C SEE DETAIL BAND C: SEE DETAIL B AND C SEE DETAIL B AND C: SEE DETAIL RAND C SEE DETAJL BAND C SEE DETAJL BAND C SEE DETAIL BAND C: SEE DETAJL BAND C SEE DETAIL BAND C: SEE DETAIL B AND C SEE DETAILD SEE DETAIL D SEE DETAIL D SEE DETAIL D SEE DETAIL D SEE DETAIL D SEE DETAIL D SEE DETAIL D SEE DETAIL D SEE DETAJL D SEE DETAIL D SEE DETAIL D SEE DETAIL D SEE DETAIL D SEE DETAIL D SEE DETAIL D SEEDETAJLE SEE DETAIL E SEE DETAJL F SEE DETAIL E SEE DETAIL F SEE DETAJL F SEE DETAIL F SEE DETAIL F SEE DETAIL F SEE DETAJL F ~ RAINBTRD PESB-R SERIES REMOTE CONTROL VALVES -SEE PLAN FOR SIZE SEE DETAIL G @ NELSON ..... NIBCO ~ U.G.T. C8J KB! RW SIGN APPROVED --• -• -APPROVED -•-•-APPROVED -· -· -APPROVED NELSON 7645 QUICK COUPLER VALVE -R.ECYCLED T-113 GATE VALVE, LINE SIZE -IN PURPLE VALVE BOX SA6-RBl-40/LPP/MSPr'EMPl6/FS -300 -40 STATION SATELLITE CONTROLLER CV SERIES ADJUSTABLE INLINEl CHECK VALVES RECYCLED WATER SIGN PVC CL. 315 MAINLINE (PURPLEPlPE) WlTH WARNING TAPE, SIZE 2" MIN. PVC SCI-I. 40 MAINLINE (PURPLE PIPE) WITH WARNING TAPE, SIZE 1-1/2" MAX RECYCLED PVC SCH 40 (PURPLE PIPU) LATERAL LINE, SEE PLAN FOR SIZE APPROVED FOR RECYCLED SLEEVE SIZING, SEE IRRIGATION NOTE #1, THIS SHEET APPROVED --------APPROVED APPROVED EXISTING COMMUNICATION CABLE -PAIGE MAXICABLE IN I" CONDUIT FLOW SENSING CABLE-PS ELECTRIC: P7162D IN I" CONDUIT MODEM LINE FOR MAXICOM RECYCLED MAINLINE PER SLOPE REVEGETATlON/EROSION CONTROL PLANS. SEE CITY PROJECT NUMBER CT.30-02, DRAWING NUMBER 428-9L. SEE DETAIL H SEE DETAIL I SEE DETAIL J PER MANUFACTURER SEEDETAILK SEE DETAILS L, M, N AND P SEE DETAILS L, M, N AND P SEE DETAIL L SEE DETAIL L PER MANUFACTURER PER MANUFACTURER PER MANUFACTURER EXISTING EXISTING QUICK COUPLER VAL VE PER SLOPE RE VEGETATION/EROSION CONTROL PLANS. SEE CITY PROJECT NUMBER CT.30-02, DRAWING NUMBER 428-9L. EXISTING EXISTING EXISTING EXISTING EXISTING RAlNBIRD GATE VALVE PER SLOPE REVEGETATION/EROSION CONTROL PLANS. SEE CITY PROJECT NUMBER CT.30-02, DRAWING NUMBER 428-91.. REMOTE CONTROL VALVE PER SLOPE REVEGETATION/EROSION CONTROL PLANS. SEE CITY PROJECT NUMBER CT.30,02, DRAWING NUMBER 428-91.. RECYCLED MAJNLINE PER MARBRlSA PHASE II LANDSCAPE PLANS. SEE CITY PROJECT NUMBER CT.03-02, DRAWING NUMBER 428-9T. QUICK COUPLER VALVE PER MARBRISA PHASE IT LANDSCAPE PLANS. SEE CITY PROJECT NUMBER CT.03-02, DRAWING NUMBER 428-9T. GATE VALVE PER MARBRISAPHASE II LANDSCAPE PLANS. SEE CITY PROJECT NUMBER CT.03-02, DRAWING NUMBER 428-9T. REMOTE CONTROL VALVE PER PER MARBRISA PHASE II LANDSCAPE PLANS. SEE CITY PROJECT NUMBER CT.03-02, DRAWING NUMBER 428-9T. (3) RWS,BCG ROOT WATER SYSTEM UNITS 25 0.25 SEE DETAIL 0 WTTH RWS-GRATE-P (PURPLE GRATES) FOR ALL SYSTEMS USING RECLAIMED WATER X ffiX VALVE I CONTROLLER SEQUENCE l ~ ~----G.ALLONS PER MIND.TE 7 _ -VALVESlZE _ 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 6 Lateral 7 Lateral 8 Lateral 9 Lateral 1 0 Lateral 11 Lateral 12 Lateral 13 Lateral 14 Lateral 15 Lateral 16 Lateral 17 Lateral 18 Lateral 19 Subtotal 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 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 3/4" SCH 40 3/4" SCH 40 3/4" SCH 40 3/4" SCH 40 1" SCH 40 POC AT EXISTING 2" METER "R1" 86.86 11.1 0 Flow GPM Length (feet) 0.24 3.00 0.74 3.00 0,83 3,70 0.92 2.60 1 .42 3.60 1.51 8.30 2.01 6.20 2.51 8.30 2,60 3.10 2.84 6.60 3,31 7,00 3.55 5.40 4.50 6.20 4.59 3.00 5.09 2.60 5.18 6.50 5.27 3,80 5.45 1.80 11.08 22.00 Valve No. R-22 (FARTHEST VALVE FROM POC) Velocity Ft/Sec 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 I.SO 1.80 1.80 1.80 1.80 1.80 1.80 1.80 Actual Friction Factor PSI Loss 0.11 0.00 0.11 0.00 0.39 0,01 0.83 0.02 0.83 0,03 0,83 0.07 Q,83 0.05 0.11 0,01 0.39 0.01 0,83 0.05 0.83 0.06 0,83 0.04 0.83 0.05 0.83 0.02 0.83 0.02 0,83 0.05 0,83 0.03 0,83 0.01 0,83 0.18 0,75 I. FOR RAIN BIRD PRODUCTS, "NP" DESIGNATION IS FOR USE ON RECLAIMED (!\ON-POTABLE) SYSTEM. Mainline 4" CL 315 2.96 2249.00 0.72 0.03 0.67 APPHOV[O roR IRRIGATION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION Of PLANT/i\/G AREA. USE STANDARD HEAD AND NOZZLE FOR POTABLE SYSTEM. 2. FOR HUNTER PRODUCTS, "R" DESIGI\AT!ON IS FOR USE ON RECLAIMED (i'iON-POTABLE) SYSTEM. USE STANDARD HEAD AND NOZZLE FOR POTABLE SYSTEM. Reduced Pressure Back Flow Preventer Sprinkler Demand Control Valve 1 " Lateral Pipe Mainline Pipe Gate Valve 4" Fitting Loss Subtotal Elevation at Valve Elevation at POC Elevation Difference Total Required Pressure Residual Pressure 3 195 182 multiplier 1 3 multiplier 0.75 0.43 1 2,00 40.00 2,90 0.75 0,67 2.25 0, 13 58.71 5.63 64.34 22,52 -------+-------------------+----+----+----+----I 5055 N. Harbor Drive Suite 200 San Diego, California 92106 T: 858.458.0555 F: 858.458. 0554 www.topialand.com DATE INITIAL DESIGNER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DAE INITIAL CITY APPROVAL "AS B Li IL T" RCE __ _ [XP. ___ _ DA TC: REVIEWCD BY: INSPECTOC,: DAT[ ~ I CIT~LA~N~G ~~~~SBAD ~ L__1_U IRRIGATION NOTES. AND LEGEND FOR: CARLSBAD HANCH, PLANNING AREA NO. 5 MARBRISA PHASE JI -VILLA 60 OWN BY: CHKD BY: RVWD BY: ~Al\_ FM rM PROJECT NO. CT.03-02 ~----~---~ C.M.W.D. ____ _ 0-1'1-1~ J DRAWING NO. 428-9LL ID-1 FINISH GRADE/TOP Of MULCH POP-UP SPRAY SPRINKLER: RAIN BIRD 1804 -SAM W/VANNOZZLE AND PURPLE NON-POTABLE CAPS ON ALL HEADS USING RECYCLED WATER PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL PVC SCH 40 STREET ELL PVC SCH 80 NIPPLE (LEl\"GTH AS REQUIRED) PVC SCH 40 STREET ELL PVC LATERAL PIPE PVC SCH 40 TEE OR ELL ---- -1 I ~rr 'mIT--;II;;--11 c...::':l lu.11;:;';l_ljiWlT=I 1~r11:c::::11Cflt=;II t=IISI]= --_::__,. -n t:::::rn::::11s11;:::.111:::::111 .. .. *j[' ... NOTE: PLAl\"T MATERIAL FINISH GRADE/TOP OF MULCH -----POP-UP SPRAY SPRINKLER: RAJK 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 I. A SWING PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAI\" 4 GPM. A TURF POP-UP N.T.S. B SHRUB POP-UP: FLAT N.T.S. C MARLEX90 DEGREE STREET ELL TEE OR ELBOW --- __,..-----PLANT MATERIAL ,.,.,------FINISHGRADE -----12" ROTOR POP-UP SPR!l\'KLER: PVC SCH 80 NIPPLE (LEl\"GTH AS REQUIRED) JJ-o-------PVC90DEGREEELL .u--w ID ~ n!!!jjj'!!ff I I , =I' F 1-1--1=1 SCH. 80 PVC NIPPLE -6" MIN. PVC LATERAL _,------------------ROTOR POP-UP SPRINKLER: RAIN BIRD R-50 OR EQUIVELENT HEAVY DUTY GALVANIZED ,,y::,-o--'s---------~--------STEEL PUNCH-LOCK MARL,EX 90 DEGRir:rn STREET ELL TEEORELBOW -~ "ilFC - ~~#TI , 11 tr~ ;!; ; 1~';"~~--Ii!llrrr!r I~ I NOTE: FAS TENER (2 REQUIRED) __,..-----PLANT MATERIAL FINISH GRADE ---------GALVANIZED STEEL STAKE -----PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) II-,._ ______ PVC90DEGREEELL SCH. 80 PVC NIPPLE -6" MIN. PVC LATERAL I. A SWING PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 4 GPM. 2. GALVANIZED STAKE SHALL BE A MINIMUM OF 36" BELOW GRADE E SHRUB ROTOR POP-UP: SLOPE N.T.S. F SHRUB ROTOR SPRAYHEAD: SLOPE N.T.S. G FINISII GRADE TOE Of SLOPE MARLEX90 DEGREE STREET ELL TEE OR ELBOW l\"OTE: ' ~ ·I ~11c 3 II l"J1T=11, -11i'-'-'- _,.,----~-PLANT MATERIAL POP-UP SCH. 80 PVC NIPPLE -LENGTH AS REQUIRED. )}'"',._ ______ PVC 90 DEGREE ELL SCH. 80 PVC l\"IPPLE -6" MIN. PVC LATERAL I. A SWING PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 4 GPM. 19)T' m'~I ~· ~1& iril:i"i ., =nU:111-¥W =. 1~ SIIE 111 lie MARLEX90 DEGREE STREET ELL =I ' TEE OR ELBOW -~ "llljf -· ' NOTE: 311'.=-'--' II yfil 161 1™1:lllt __,..-----PLANT MATERIAL FINISH GRADE ,,-----UV RADIATION RESISTANT PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) JJ-o-------PVC 90 DEGREE ELL SCH. 80 PVC NIPPLE -6" MIN. I 1=111:::::1 I 1=Tr I 1-I _[!TI PVC LATERAL I. A SWING PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 4 GPM. SHRUB POP-UP: SLOPE N.T.S. D SHRUBSPRAYHEAD:SLOPE N.T.S. ,,---30-INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTION (1 OF 2) ID TAG VAL VE BOX WITH COVER: 12-INCH SIZE. USE PURPLE VALVE BOX FOR RECLAIMED (R.C.) WATER. _.;__ __ ....,,.L_:.__7 ::::_7"':::::::_~~T1""!T~~--FJNISH GRADE/TOP OF MULCH _,---REMOTE CONTROL VALVE: RAll\"BIRD PEil WITI! PURPLE VALVE BOX AND TAGS WHEN USED WITH RECYCLED WATER ---~-pvc SCH 80 NIPPLE (CLOSE) ,,---PVC SCH 40 ELL ----~pvc SCH 80 NIPPLE (LENGTH AS REQUIRED) ~~~=--BIUCK (I OF 4) SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL '---PVC MAJNLINE PIPE ~---PVC SCH 40 TEE OR ELL ~----BRASS UNIOI\" ~----PVC SCH 40 MALE ADAPTER ~----PVC LATERAL PIPE ~------3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRA. VEL REMOTE CONTROL VALVE 5055 N. Harbor Drive Suite 200 San Diego, California 92106 l DAT[ INITIAL N.T.S. T: 858.458.0555 F: 858.458.0554 www.topialand.com DESIGNER OF WORK REVISION DESCRIPTION NOTE: I ,,---FINISH GRADE/TOP OF MULCH ,,.--QUICK-COUPIJNG VALVE: RECLAIMED: NELSON MODEL 7645 ,,---,VAL VE BOX WITH COVER: 6-INCH SIZE. USE PURPLE VALVE BOX FOR RECLAJMED (R.C.) WATER. .,,----PVC SCH 80 l\-lPPLE (LENGTH AS REQUIRED) .,.--3-11\"CH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL ,,,--PVC SCH 40 S'IREET ELL .,,----BRICK (1 OF 2) .,,----PVC SCH 80 'IIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL T 11 PVC SCH 40 TEE OR ELL m-,mrr -------~--PVC MJ\INLil\"E PIPE -----------PVC SCI-I 40 ELL --------------2" x 2" REDWOOD STAKE W/ STAINLESS I. FURNISH FITTfNGS AND PIPING NOMINALLY SIZED IDENTICAL 'J'O STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM NOMINAL QUICK COUPLING VAL VE INLET SIZE. 2. QUICK COUPLER VALVES SHALL BE OP A TYPE APPROVED FOR RECYCLED WATER USE. QUICK COUPLING VALVE N.T.S. APPROVED FOF~ IRRIGATION ANO PLANTING ONLY, INCLUDING PRECISE LOCA /JON OF PLANTING AREA. "AS BU IL T" RC[ __ _ EXP. ____ _ DATE RFVIEWED BY: INSPEC roR DATE ~ I CITY OFCARLSBi\D I 10_ I. . PLANNING DIVISION c---t-----t----t L---~ ~ ~ DATE I---~--+ DATE INITIAL INITIAL OTHER APPROVAL CITY APPROVAL IRRIGATION DETAILS FOR: CARLSBAD RANCH, PLANNIKG AREA NO. 5 MARBRISA PHASE II -VILLA 60 _AP_P~Ro_v_EIJ_: ----'--'f?,""",~LJ<.,,.,-x_(-=?r-~t_..,~·M-~--~-llc , •. ,.:; -1 PLANNING ===-_,-::_-::_-::_-::_-;::-;::==,--r ----~--------~---~ c-----~ DW~ BY: AA P~OJEC I NO. . IJRAWl~G NO. CHKD BY: rM CT 03 02 8 RVWD BY: ___EM • -42 -9LL .:.J ~ 2' ca :::, Cf) 0 a:: ._ _________________________________________________________________________________________________________________________________________ ...,,."' C.M.W.D. ------ID-2 -------------------------------- 1" IN LAWN AREAS 3" II\ PLANT AREAS 3 ROUND COKCRETE VALVE BOX & COVER - COVER SHALL rm MARKED "BY" W[TH LETTERS PAINTED IN 1 l/2" WHITE LETTERS ON VAL VE COVER BY COKTRACTOR USE PURPLE VAL VE BOX PORRECLAIMED (RC) WATER flNISH GRADE BRASS GATE VALVE WITH BRONZE " lt;;l! HAND WHEEL 111- SCH 40 PVC MALE ADAPTORS ~-WOVEN FABRIC CLOTH --3/4" WASHED CRUSHED AGGREGATE BASE ~ll*ff "' -i==:I I l=ill:;:: . . LI ------ NOTES: -PLACE AGGREGATE PRIOR TO 11\STALLATION OF VALVE BOX -TEFLON TAPE ALL THREADED FITTINGS ~--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. r 0 NOTES: f. lJN·"·lts·s·••.sP.[Cl.f'i.ED. Q·TH.t.RWI··· Sl;:,.flllNGS AND PIPE SIZES SHALL MATCH WA l'ER SER\/JQE DIAMET!;R. 2 THREADED JOINT FIHJNGS (Nf'T) MAY BE ustD JN PLACt: OF ,:lDLDERJ10 JOINTS SHOWN ON THIS DRA\1/lNG" 11 cM DE .,RIPTION (SEE NOTE:S) " 5 J 7 8 COPPER X COPPER !JNION COPPER TEE MALE x G PER ADAPTER TYPE L COPPER 9 . 3 4" HOS~ 818 OR TEST COCK 10 Mil' AD/\PTER STREET SURF ACE 3"5 FEET POTABLE SERVICE LINE __U_ (SEE IMPROVEMENT rDRAWINGS) k -·-" ---------·---i RECYCLED WATER IRRIGATION MAINLINE WITH SLEEVE NOTE: 12" MINIMUM REQUIRED VERTICAL SEPARATION ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED IN: "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS" OCTOBER 1993 POTABLE MAINLINE CROSSING SIDEWALK ~ 24" -- I METER APPROX. 8" POTABLE-~ SER VICE LINE IO' MINIMUM TO . I__ POTABLE MAINLINE IN STREET RECYCLED WATER IRRIGATION MAINLINE WITH SLEEVE NOTE: BOX WITH METER 12" MINTMUM VERTICAL CLEARANCE Of 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINK 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 00 ~ CL 18" --+-----RECLAIMED WATER SIGN r-~,:,;-+----ATTACH SIGN TO POST W/ (2) A'1S0 -A A IMPURA 1/4" CARRIAGE BOLTS 3" NO AR cl FROM TOP AND BOTTOM OP SIGN ..----------3" GALVANIZED STEEL POST SLOPE TO DRAIN AW A Y · FROMPOST Fll\lSI-1 GRADE f-+~----COMPACTION PER GEOTECHNICAL REPORT A --+------CONCRETE FOOTil\'G 1 RECYCLED WATER SIGNAGE 0 nfil11c1 =111 Jirr J111 _, ,11 llil1 31~11 ~ ----------4-1!\CH GRATE (INCLUDED) ,---------BUBBLER: RAIN BIRD 140\ 0"25 GPM (INCLUDED) ,--------ROOT WATERJNG SYSTEM: RAIN BIRD RWS-BCG (INCLUDES 1401 025 GPM BUBBLER WITH RJSER, CHECK VALVE, GRATE, SWING ASSEMBLY, 112" MALE NPT INLET, AND BASKET CANISTER)" ADD RWS-GRATE-P (PURPLE GRATE) POR ALL SYSTE'VIS USING RECLAIMED WATER '---------FIKISH GRADE __..-----CHECK VALVE (INCLUDED) ,,---------1/2-INCI-I PVC SCH 80 NIPPLE (IKCLUDED) ~------1/2-INCH 90-DEGREE ELBOW (INCLUDED) ~----12-INCII SWING ASSHMllLY (INCLUDED) --1/2-INCH MALE NPT INLET (INCLUDED) '---PVC SCH 40 TEE OR EL '-----~-LATERAL PIPE MAll\LlNE, LATERAL, MAINLINE LATERAL PIPE AND WIRING IN PIPE THE SAME TRENCH RUN WIRING BENEATH AND BESIDE MAIN LINK TAPE AND BUNDLE AT 10-FOOT IKTERVALS" PLAN VIEW ALL SOLVEKT WELD PLASTIC PIPIKG TO BE SNAKED IN TRENCH AS SHOWN"-~ L SLEEVES SHALL llE PER IRRIGATION NOTE #1 ON SHEET I-0" 2" RECLAIMED SYSTEMS TRENCHING DET /\JLS SHALL PROVIDE FOR TWO LAYERS OF WARNING TAPE RUNNING CONTINUOUS ALONG THE ROUTE OF THE MAINLINE. ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF THE MAINLINE PIPE AND ONE 12" ABOVE TI-IE TOP OF TIIE MAINLIKK WIRJNG IN CONDUIT WIRE WIO CONDUIT TIE A 24-INCH LOOP IN ALL WIRING AT Cl IANGCS or DIRECTION OF 30" OR GREATER" UNTIE AFTER ALL CON!\ECTIONS HAVE BEENMADK MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS A. PRESSURE LINES *6" OR LESS 1K DIAMETER-18" COVER *3"-5-l/2" IN DIAMETER-24" COVER *6" OR GREATER IK DIAMETER -36" COVER B" LATERAL LIKES -12" COVER C SLEEVES UNDER ROAD *LESS THAN 6" IN DIAMETER -36" COVER *GREATER THAN 6" IN DIAMETER -48" COVER D" SLEEVES UNDER PA VINO (NON-ROADS): SAME AS "A" ABOVE SLEEVES UNDER ROADS *6" OR LESS IN DIAMETER -36" COVER *GREATER THAN 6" IN DIAMETER -48" COVER SCHEDULE 80 PVC SLEEVES UNDER PAVING (NON-ROADS) *6" OR LESS IN DIAMETER -18" COVER *3"-5-1/2" IN DIAMETER-24" COVER *6" OR GREATER IN DIAMETER -36" COVER SCHEDULE 40 PVC N.T.S. L PIPES, WIRES, AND TRENCHING N.T.S. _, I 1==11 k, . .tilffi f. 111filMm.1 ~I 11.1111.1 ~~l =ill~lll=ill ... 111==11.i==,,-ll""'f"=lihl,!Jl-e----EXISTING SUBGRADE --. " .... ,.:., ·,· . ·,'. '•,,. ,... ~.-,. '' ._. -,, -~---BACKFILL MATERIAL .. p THRUST BLOCK N.T.S. ~-------~ 4-INCH BASKET WEAVE CANISTER (ll\CLUDED) BYPASS TEE FOR RECYCLED WATER TESTING N.T.S. N TYPICAL STREET CROSSING N.T.S. Q ROOT WATER SYSTEM N.T.S. APPR0\/[0 FOR /RR/GA TION Ai\JO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" 5055 N" Harbor Drive Suite 200 San Diego, California 92106 T: 858A58"0555 F: 858A58"0554 www.topialand.com 1 >----+----· --------- DATE INITIAL DESIGNER OF WORK RCE EXP" DATE REVIEWED BY: INSPECTOR DAT[ ·······-··-···-···-----------+----+----+----+----I ~ CITY OF CARLSBAD LirJ 1 PLANNING DIVISION 5 ----------""-IRRIGATION DETAILS FOR: CARLSBAD RANCH, PLAJ\Nli\G AREA NO. 5 MARBRISA PHASE !I -VILLA 60 -------------------+---+---+----+----1 ~========;==========cc· ::_:-=-=--=--=-=c:" PLANNING ~, qc.~\=...olt_..__· -APPROVED: REVISION DESCRIPTION DATE INITI/\L DATE INITIAL OTHER AP 0 ROVAL CITY APPROVAL OWN BY: AA .. CIIKD BY ~F~M~, _ RVWD BY: FM P"OJECT NO" CT.03-02 DRAWING NO" 428~9LL I.() ~ ' N N ' 0 ~ _J ~ 2 al ::i (/) D a:: .. ----------------------------------------------------------------------------------------------------------------....... ---------------.... "' C.M.W.D" ____ _ ID-3 \ i I SYAGRUS ROM/\NZOFFIANUM Queen Palm 24" Box CUPAN!OPSIS ANACARDIOIDES Carrot Wood Tree 15 Gallon 0 !'!NUS CANARIENSJS Canary Island Pine 5 Gallon GAZANIA f-lYllRID Trailing Gazania Flats@ 12" O.C. PODOCARPUS GRACLLIOR Fern Pine 15 Gallon LONI CERA JAPONICA Japanese Honeysuckle Flats@ 12'1 O.C. N E s 0 20 40 60 80 \ TRACHELOSPERMUM JASMINOIDES Flats@ 12'1 O.C. Star Jasmine SOLEIROLIA SOLEIROLII Flats@ 12" O.C. Baby's Tears CINNAMOMUYI CAMPHORA 2411 BOX Camphor Tree STRELITZIA NICOLAI /'f' -+--+-;-,,-+--------------------,175 7G;:cal"'lo:::n+:G;-'iac:.n=t ;;B:..:ird'i'oC::,f,;:. Pc'an;;_ad7i-=se=--\V SYAGRUS ROMANZOFFIANUM ,_ 15 Gallon Queen Palm MARTH ON 11-E Seeded Turf • LAGERSTROEYIIA INDICA TUSCARORA' ~ L------------~5 ~G~al-,-lo-n-+-cCc--ra-p-e-,-M,-y-,t,-le----------~ 5055 N. Harbor Drive Suite 200 San Diego, California 92106 T: 858.458.0555 F: 858.458.0554 www.topialand.com 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 APPROV[O roR /RR/GA TION A1~D PLAN TING ONLY, INCLUDING PRt Cf SE LOCATION OF PLANTING AREA. "AS BU IL T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: 1~$PFCTOR DATE 1 --------+--'---+--+---+-------t I SfllE2ET I CITY OF CARLSBAD ~5 PLANNING DIVISION l___1_U -f-------+-----------~------+-----·------l---+-----' ~~==::;;~~~==~~~~~:::;;=;:;;::;:;::::;~';;::=;:=;::~ TREE, VINE, AND GROUNDCOVER PLANTING PLANS FOR: CARLSBAD RANCH, PLANI\JNG ARBA NO. 5 MARBRISA PHASE JI -VILLA 60 DATE INITIAL DA TE INITIAL DATE INITIAL DESIGNER OF WOc1K REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL .:.J ~ ~ co ::, (/) 0 0:: L.------------------------------------------------------------------------------------------------------~~~------------~~~"' C.M.W.D. -~-~ PT-I PHORMIUM TENAX 'BRONZE BABY' New Zealand Flax 5 Gallon ' \ \ w 0 20 N E s 40 60 80 HEMEROCALLTS HYBRIDS 1 Gallon I 5 Gallon Daylily LANTANA MONTEVJDEKSIS 'SPREADIKG SUNSET' 1 GALLON Lantana CEANOTJ-IUS GRISEUS HORJZONTALL!S I GALLON Carmel Creeper NOTES \ / • • I. FOR PLANTING NOTES AND LEGEND, SEE SHEET PD-I 2. FOR PLANTING DETAILS, SEE SHEET PD-2. PITTOSPORUM TOBIRA WHEELER'S DW ARP 1 Gallon Wheeler's Dwarf CLIVIA MINIATA 1 Gallon Clivia RHAPHIOLEPSIS INDICA 'BALLERINA' 5 Gallon Indian Hawthorn AGLAONEMA 'SILVER T<TNG' 1 Gallon Silver King ASPLENIUM BULBIFERUM 1 Gallon Mother Fem LIGUSTRUM JAPONICUM 'TEXANUM' 5 Gallon Japanese Privet 3. FOR TREE, VINE AND GROUNDCOVER PLANTING, SEE SHEET PT-I 5055 N. Harbor Drive Suite 200 San Diego, California 92106 T: 858.458.0555 F: 858.458.0554 www.topialand.com DATE INITIAL DESIGNER OF WORK 1 REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER AP.0 ROVAL CITY APPROVAL • ® APPROVED /RR/GA TION ANO ONLY, FOR PLANTING INCLUDING PRECISE LOCA T/Otl/ Or PLANTING AR[A. BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE LIT:] CITY OF CARLSBAD Sl-l[ETS 3 PLANNING DIVISION 15 SHRUB PLANTING PLANS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRJSA PHASE II -VILLA 60 APPROVED /,_,, !\ ~-~l~~-c)('+-~ C::-=+--V 8.~\~..._._-~ PLANNING OWN BY: AA P~OJECT f..O. DRAWING NO. CHKD BY: -~FM~_ RVWD BY: FM CT.03-02 428-9LL C.M.W.D. P-1 OJ) ~ ' N N ' 0 ~ _J ~ f- ~ Ill ::> (f) • 0 : /;;" • --,i Ct'. e') ~-----------~~-~--------------- A. THE CONTRACTOR SHALL MAlNTAlN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES DURING CONSTRUCTION THROUGH THE COMPLETION OF ALL THE WORK. PLANTING LEGEND -NON-SLOPE AREAS PALMS: B. THE COI\TRACTOR SHALL VERIFY ALL PLAI\T MATERIAL QUANTITJES PRIOR TO INSTALLATION. PLANT MATERIAL QUANTITIES LISTED ON THE PLANS ARE FOR THE CONVENIENCE OF THE CONTRACTOR AND ACTUAL NUMBER OF SYMBOLS SHALL HA VE PRIORlTY OVER QUANTJTY DEST GK ATED. C. THE COI\TRACTOR SHALL FURI\ISH AND PAY FOR ALL CONTATNER GROWN TREES, SHRUBS AND VINES, INCLUDIKG SEEDED HYDROMULCHES AND FLATTED GROUNDCOVERS_ THE CONTRl,CTOR SHALL ALSO BE RESPOI\SIBLE AI\D PAY FOR PLANTING OF ALL PLANT MATERIALS, IHE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS, THt STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLAI\T MATERIALS UPON THEIR A.RRIV AL AT THE SlTE. D. GROl/NDCOVER PLANTING SHALL BE CONTINUOUS UlsDER ALL TREES AND SHRUB MASSES. E. ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO INSTALLATION. F. G. H. L J. K. L. M. N. 0. P. ALL PLANT MATERIALS SHALL BE LOCATED BY THE CONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHJTECT PRTOR TO ARRJVING TO THE SITE_ A.LL PLANT MATERJALS SHALL BE SPOTTED BY THE CONTRACTOR AND APPROVED BY Tl-IE LANDSCAPE ARCHITECT PRIOR ANY PLANTING. ALL VINES SHALL BE INSTALLED \VITI! TIIE NURSERY STAKES REMOVED AND ESPALIERED TO ADJACENT WALL SOIL TEST SHALL BE PERFORMED BY A SOIL TESTllsG LABORATORY(PRE-APPROVED BY THE CITY). TEST SHALL INDICATE BUT NOT BE LIM.JTED TO THE FOLLOWING: a. ORGANIC MATTER CONTElsT b_ N,P,K C. pH cl. EC e. SOIL TEXTURE (SILT, CLAY, SAND) f. RECOMMENDATIONS FOR AMENDMENTS, LEACHTNG, AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY TIIE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRJOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLAI\S. PRODUCTS SPECIFIED BYPRODUCT NAME BY THE SOIL LAB IN THE RECOMMENDATIONS MAY BE SUBSTITUTED WlTH "OR EQUAL" PRODUCTS APPROVED BY THE. CITY THE SOIL AMENDMENTS SPECIFIED HEREIN ARE FOR BIDDING PURPOSES ONLY FOR THE AREA TO BE LANDSCAPED, TIIE FOLLOWING SOIL AMENDMENTS SHALL BE UNIFORMLY BROADCAST Al\D THOROUGHLY 11\CORPORATED BY MEAKS OF A ROTOTILLER OR EQUAL. (TlllS REQUIREMENT IS LIMITED TO SLOPE AREAS LESS THAN 4:1). Al\1Ol/NT 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 THE PLANTING PITS POR TREES Sl!ALL IlE EXCAVATED TWICE TIIE DIAMETER OF THE ROOTFlALL, WITH A MINIMUM OF 12" FROM THE BOTTOM or TIIE ROOTBALL TO TIIE 13OTTOM OF THE PLANTING PIT. THE BACKFILL MJX FOR USE AROUND THE ROOTBALL OF ALL TREES AND SHRUBS SHALL CONSIST OF THE FOLLOWING FORMULA: 6 PARTS ON-SITE SOIL 4 PARTS ORGANIC AMENDMENT AS PER ABOVE SOIL PREP A.RATION 1 Lll./C.Y 12-12-12 FERTILIZER 2 LB.ICY IRON SULFATE 10 LB.ICY AGRICULTURAL GYPSUM THIRTY (30) DAYS AFTER llsSTALLATION, 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. FOR ALL TREE PLANTING. SEE DETAILS A AND 13, SHEET PD-2. FOR ALL SHRUB PLANTllsG, SEE DETAIL C AND D, SHEET PD-2. FOR A.LL VINE PLANTllsG, SEE DETAJL F, SIIEET PD-2. FOR ALL PALM PLANTING. SEE DETAJL G, SHEET PD-2. FOR ALL GROUNDCOVER PLANTTNG, SEE DETAlL H, SHEET PD-2. FERTILIZER TABLETS .SHALL BE GRO-POWER, 21 GRAM TABLETS (20-10-5) IN QUANTITIES AS FOLLOWS: I GALLON CONT AlNERS I 5 GALLON CONT AlNERS 3 15 GALLON CONTAINERS 4 BOX \11\TERIAL I PER EACH 4" OF BOX SIZE PLACE TABLETS AT HALF THE DEPTH OF THE ROOTBALL A SOIL AGRONOMY IEST SHALL BE MADE AFTER SOIL AMENDMENTS IIAVE BEEN MIXED IN AND PRIOR TO PLANTING TO CONFIRM PROPER AMENDMENTS HA VE BEEN IN STALLED. A.LL TREES SHALL HE PLAlsTED A Ml NI MUN OF 5'-0" AW A Y FROM ALL SlDEW ALKS, CURBS, BUILDIJ\'GS OR ANY I-LARDSCAPE ELEMENTS_ A MINIMUM OF 3" OF ORGAKIC MULCH SHALL BE ADDED IN NON-TURF PLANTTNG AREAS \\TH-! SLOPES LESS STEEP THAN 3:1 TO COVER THE SOIL SURFACE COMPLETL Y. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRlOR TO BULK DELIVERY TO JOB SITE. Q. WHERE ADJACENT TO HARD SURF ACES SUCH AS SIDEWALKS, CURBS, OR DRIVES (WHERE FINISH GRADE S}LALL BE l" BELOW THE TOP OF THE HARD SURFACE), IHE MULCH.IHlCKNESS MAY TAPER DOWN TO I" THICK. R NON-POROUS MATERIALS SIIALL NOT IlE PLACED UNDER THE MULCH. S. THE PLANS SHALL INDICATE POSITIVE SURFACE DRAINAGE (2'¼ GRADED IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. T_ CONTRACTOR SHALL CONTACT T!IE LAKDSCAPE ARCHITECT PRlOR TO THE BEGINNING OF LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REV!St PLAlsS ACCORDTJ\'GL Y TO FULLY SCREEN ALL lff!LITIES FROM VIEW_ LI. TREES PLANTED Wl!HIN 5' OF PUBLIC WALKWAYS SHALL BE INSTALLED WITH ROOT BARRJERS APPROVED BY THE CITY OF CARLSBAD. SEE DETAIL E, SHEET PD-2. V. PRIOR TO THE START OF ANY LAI\DSCAPE CONSTRUCTION OF VILLA 60 THE LANDSCAPE CONTRACTOR SHALL EVALUATE THE EXISTING MARilRISA PHASE II (CITY DRAWING# 428-9X) LANDSCAPE INSTALLATION AND ITS INTERJ ACE WITH THE VILLA 60 LANDSCAPE DOCUMENTS. THE LANDSCAPE COJ\'TRACTOR 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 60 LANDSCAPE DOCUMENTS. W. PODOCARPUS GRACIL!OR SHALL HAVE THE MAIN LEADER IN TACT. TREES WlTH THE MAIN LEADER REMOVED SHALL BE REPLACED WITH TIIE APPROVLD TREES. SYAGRUS ROMANZOFFIANUM SY AGRUS ROMANZOFF!Als UM TREES: S:YMl\O'f,; /(IOTA.Nioit "NAM¥ -, ... ·, 0 ~ e 0 ~ 0 ff) SHRUBS: SYMBOL ~ 0 C 0 ® ® CD @ @ 0 @ G) CINN AMO MUM CAMPHORA CUPANIOPSIS ANACARDIOIDES DICKSONIA ANTARCTICA KOELRUETERJA BIPINNATA PODOCARPUS GRACIL!OR PRUNUS CAROLINlANA STRELITZIA NICOLAI ••···· .. •,•·abfiiiicXi-l'il"~-·-· AGLAONEMA 'SIL VER KING' ASPLENIUM BULBIFERUM CLIVIA MINIATA HEMEROCALLIS HYBRTDS 'YELLOW' LI GU STRUM JAPON!CUM 'TEXANUM' PI-IOTINIA FRASER! PHOR\11UM TEN AX 'BRONZE BABY' PITTOSPORUM TOBIRA PITTOSPORUM TOillRA WHEELER'S DWARF' RHAPHIOLEPSIS llsDICA 'BALLERllsA' SCHEFFLERA PUECKLERI THUJA OCCIDENT ALIS E.3-1 E.3-1.1 SLOPE PLA'\ITING E.3-1.2 AREAS OF APPLICATO'\f (PLANTING) SLOPE PLANTING STANDARDS E.3-L2. l SLOPES -6:1 OR STEEPER AND: . ·· ,.COM.MONNAMJfr. QueenPahn Queen Palm Camphor Tree Low Branching Carrot Wood Tree Multi trunk Tasmanian Tree Fern Chinese Flame Tree fern Pine Carolina Laurel Cherry Giant Bird of Paradise <C,OMM-ON•·,NAME Silver King Mother Fern Clivia Daylily Japanese Privet Photinia New Zealand Flax Pittospornm Wheeler's Dwarf Indian Hawthorn ScheHlera American Arborvitae SLOPES REQUIRING EROSION COlsTROL MEASURES AS SPECIFIED HERETN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: a, 3 FEET OR LESS TN VERTICAL HEIGHT AND ARE ADJACElsT TO PUl3LIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1 (COVER CROP AND REINFORCED STRAW MATS). a. STANDARD #1-COVER CROP/REINFORCED STRAW MAT COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS. AND/OR WILD FLOWERS. SUBMJT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFlClENT TO PROVIDE 90% COVERAGE WITHIN TTIIRY(30) DAYS. TYPE OF REINFORCED STRAW MAT SHALL BE AS APPROVED BY THE ClTY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER REINFORCED STRAW MAT SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRlL 15. DURING THE REMAJNDEROF THE YEAR, THE COVER CROP AND/OR REINFORCED STRAW MAT MAY BE USED. b. STANDARD #2 -GROUND COVER ONE HUNDRED(I00¾) PERCEKT OF THE AREA SHALL BE PLANTED WITH A GROUlsD COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS(PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE Wl1BIN A YEAR). c. STANDARD #3-LOW SHRUBS LOW SPREADING WOODY SHRUBS(PLANTED FROM A MINlMUM OF 2 3/4" LINERS) SHALL COVER A MINIMUM OF SFVENTY(70%) PERCENT OF THE SLOPE FACE(AT MATURE SIZE). d. STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A Mll\IMUM OF 1 GALLON CONTAlNERS) AT A MINIMUM RATE OF ONE(!) PLANT PER TWO Hl/NDRED(200) SQUARE FEET. b. 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2.AND 113. c. IN EXCESS OF 8 FEET IN VERTICAL flElGIIT REQUIRE STANDARDS #1, #2, #3 AND #4. E.3-L2-2 SPECLAL COI\DITIONS E.3-1.2-2.1 AREAS GRADcD FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: a, SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEVIENTS WlTHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. b. A POTENTIAL EROSION PROilLEM AS DETERMINED BY THE ClTY c. IDENTIFIED BY THE CITY AS HlGHLY VISIBLE ARtAS TO THE PUBLIC OR HAVE SPECIAL COND!TlONS TT-TAT WARRANT IMMEDIATE TREATMENT_ E.3-L2-2.2 AREAS TO BE HYDROSEEDED SHALL FIRST BE DISKED OR ROTOTlLLED TO PROVIDE A FRIABLE, LOOSE SEED BED. SIZE .. QUAN'.J:lt& .... l)E,TA-IL ' '•""•,;.;•:;--· , , " ' 15 Gallon JO See Detail D, Sheet PD-3 24" Box 6 See Detail D. Sheet PD-3 2411 Box 4 See Detail A, Sheet PD-3 15 Gallon 4 See Detail A, Sheet PD-3 15 Gallon 8 Sec Detail B, Sheet PD-3 15 Gallon 2 See Detail A, Sheet PD-3 15 Gallon 2 See Detail A, Sheet PD-3 15 Gallon 4 See Detail A, Sheet PD-3 15 Gallon 2 See Detail B, Sheet PD-3 SIZE>: .. Q lfo\~'i.Jty , ··•·.DET:Alr:· ,,,--.. ,s, "'°'' I Gallon 37 See Detail B, Sheet PD-3 I Gallon 50 See Detail B, Sheet PD-3 l Gallon 72 See Detail B, Sheet PD-3 l Gallon 69 See Detail B, Sheet PD-3 5 Gallon 27 See Detail B, Sheet PD-3 5 Gallon 15 See Detail B, Sheet PD-3 5 Gallon 17 See Detail B, Sheet PD-3 5 Gallon 51 See Detail B, Sheet PD-3 I Gallon 16 See Detail B, Sheet PD-3 5 Gallon 119 See Detail B, Sheet PD-3 15 Gallon 4 See DCtail B, Sheet PD-3 5 Gallon 8 See Detail B, Sheet PD-3 PLANTING LEGEND -NON-SLOPE AREAS (CONTINUED): VINES: §yivtijQt_, B.◊TAID"GAJYNA:ME..· . :,;,· : ;, ... : '-•< ... :· '•GOMMONNAMt•• •• CL YTOSTOMA CALLISTEGIOIDES GROUNDCOVER: ,·,_ . .,, '" . '" .-',-.-' ' ' ' ' ' . . ',•" .. "' '.'' ,, ' .''.,' ·'" ,SXMB.OP: ........... .QQ"l'Al'SlOA,L·.,NAM.E. G AZANIA HYBRJD SOLEIROLIA SOLEIROLII TURF: S¥Ml3 .. 0.t•.• ;// B.Oifi\;NICALNANI)!:•: .. MARTH ON 11-E LINETYPE LEGEND Violet Trumpet Vine Trailing Gazania -Yellow Baby's Tears TURF -, -LIMIT OF INTERIM AREA TO BE USED FOR FARMING PLANTING LEGEND -PERMANENT SLOPES: TREES: SYMBOL CINNAMOMUM CAMPHORA Camphor Tree Multi trunk LAGERSTROEMIA INDICA 'TUSCARORA' Crape Myrtle Multi trunk PINUS CANARIENSIS Canary Island Pine SLOPE SHRUBS: S.Y.MB. OL ... Bot.A'NICALNAME .. ,, .. -' · "• · n ,-.:«· ·,,.«· ·n.:• ""', · ""-' · ' · ' G) 0 CEANOTHUS GRJSEUS HOR!ZONTA.LLIS LANTANA MONTEVIDENSIS 'SPREADING SUNSET' GROUNDCOVER: syl}i,BQL · .. ··_ 'so':rANlcitNAME LONICHRA JAPONICA OSTEOSPERMUM FRUTICOSUM TRACHELOSPERMUM JASMINOIDES Carmel Creeper Lantana Japanese Honeysuckle Trailing African Daisy Star Jasmine •:· " .... ,.. .. ,. ' .... SIZ~.•·•< QJJ1l'{JIJX.\ .. ·· Ql,'.'l'AJL)'' 5 Gallon Flats@ 12" O.C. Flats@ 12"·0.C. SEEDED 5 Gallon 5 Gallon 5 Gallon 1 Gallon I Gallon Plats@ 12" O.C. Flats@ 12" O.C. Flats@ 12" O.C. 4 See Detail C, Sheet PD-3 See Detail E, Sheet PD-3 See Detail E, Sheet PD-3 3 See Detail B, Sheet PIJ-3 6 See Detail A, Sheet PD-3 2 See Detail A, Sheet PD-3 See Detail D. Sheet PD-3 23 See Det,il D, Sheet PD-3 See Detail G, Sheet PD-3 See Detail G, Sheet PD-3 See Detail G, Sheet PD<~ APPROVED FOR IRRIGATION ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON Of PLA!\JTl!\JG AREA. "AS BU IL T" RCF ___ _ EXP. ____ _ DAT~ REVIEWED BY: INSPECTOR DATE t----1-----+--1 ______________ -----------+---+---+--------.1 I s~~ET I CITY OF CARLSB··· AD 11 SHEETS I PLANNING DIVISION 15 5055 N. Harbor Drive Suite 200 San Diego, California 92106 T: 858.458.0555 F: 858.458.0554 www.topialand.com DATE INITIAL DESIGNcR OF WORK R[VISION D[SCRIPTION DATE INITIAL DATE l~ITIAL >---~---+---~ -~- OTHER APP,'<OVAL CITY APPROVAL PLANTING LEGENDS FOR: CARLSBAD RANCH, PLANNING AREA NO. 5 MARBRISA PHASE II VILLA 60 APFROV[D: PLANNING DWN BY: AA PROJECT NO. DRAWING NO. CHKD BY: _f_M_ RVWD BY: FM CT.03-02 428-9LL .:_; ~ :;;; (!l ::::, (J) Cl a:: 1.---------------------------------------------------------------------------------------------------------------.... --... ------------------..... "' C.M.W.D. ----~ PD-1 E 3 >----~ I,__ __ LEGEND I. FINISH GRADE 2. TEMP. W ATERlNG BASIN NOTE: INSTALL DEEP ROOT BARRIERS WHEN TREES ARE WITHIN 4' OF HARDSCAPE. 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. NAl'IVE SOIL (COMPACTED) TREE PLANTING DETAIL N.T.S. 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 a·nticipoted mature canopy diameter of the tree and add 2 feet (61cm). This will be the number of feet necessary for a Linear style planting dpplicotion. (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 an alternate choice. for non-aggressive, deeper rooting trees. However for curb and gutter protection or more agressive roots 24" (61cm) (UB 24-2) is generally the better choice, B. Dig the .trench to the depth based upon the particular barrier chosen. C. Next place the barrier in the trench with the vertical ribs feeing toward the tree and align in a straight fashion. It is helpful to plQce the barrier against the hardscape. Use the hardscape as a guide and backfill against the barriers to promote a dean smooth fit to the hardscope. Be sure to keep the barrier's double top edge at least 1/2" (13mm) above grade to ensure roots do not grow over the top. For a simple 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' 13.6ml Dia. +2'. [61cml = 14' [4.2ml 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 UB 18-2 UB 24-2 40 panels ~80' linear ft)/ Carton 26 panels 52' linear ft)/ Corton 20 panels 40' linear ft)/ Corton Line can be separated at any two foot interval. Sidewalk Curb OeepRoot Sorrier ROOT BARRIER DETAIL D. Plant the tree(s). The Linear style offers o more expansive rooting growth area, however aqverse soil and drainage conditions may exist in the actual planting area. Take .steps to ensure health)' growth of the tree at planting. Consult with a local Arborist for planting tips and recommendations. E. lf stoking or guying is required we recommend using the soft, safe and econcimical alternative to traditional wire and hose, ArborTie (see www.deeproot.coril for details). F. If the tree(s) will be subject to maintenance work such as lawn mowing o_r weed trimming we strongly recommend the installation of ArborGard+ Tree Trunk Protectors which. are placed around thE! base of young trees to protect them from damage by wee_d trimmers, lawn mowers and small rodents. (See wrrw dgeproot com) For odditionol information please visit our website at www .deeproot.corri For information regarding distributors please call: 1 BOO ILV ROOT (456.7668). For help with drainage or other difficult installation questions please call DeepRoot Technical Support at: 1 800 ROOT TEK (766.8835), As little as one side of the tree may need barrier for root direction as there may be no hardscape elsewhere requiring protection. OeepRoot LB 12-2. UB 18-2 or UB 24-2 Sidewalk 0 " 0 0 0 0 d 0 d d d " Top of Deeproot Barrier Must be ot leost 1 /2" (13mm) above Grade N.T.S. B F 0 ' "' LEGEND fr==pa=J=c=t:f..--------{ 2 ,+.--------, 3 ~-------18 2x WJDTII OFROOTBALL 1. CUT OFF END OF STAKE DAMAGED BY HAMMERlNG 2. CINCH TIES 3. (2) 2" DIAM. X 10' LODGEPll\E POLES 4. ARBOR GUARD FOR TREES PLANTED IN TURF AREAS 5. TEMP. WATERING BASIN 6. BACKFILL MIX 7. FERTILIZER TAilLETS 8. ROOTBALL TREE PLANTING ON SLOPE DETAIL )l---- 2 1---_,,,rn· _111, 1r 5 I. f!NISH GRADE. 2. WATER RETENTION BASIN -4" HIGH 3. FERTILIZER TABLETS PER PLANTING NOTES. 4. BACKFJLL MIX PER PLANTJNG NOTES. 5. MOUND BOTTUM OF HOLE. -PUDDLE AND NOTE: WHERE ON SLOPES, THE REAR OF THE PLANTING PITS SHALL BE GRADED TO A MAXIMUM I: I SLOPE. THE EROSION CONTROL FAilRIC SHALL BE INSTALLED ON THIS SLOPE TO CONTROL EROSION WHILE PLANTS ESTABLISH. NOTE: I. CONTRACTOR TO INST ALL 4" PERFORATED STANDPIPE WITH FILTER FABRIC AND CAPPED WITH 4" PLASTIC DRAIN GRATE. 2. STANDPIPE TO BE THE DEPTH OF ROOTBALL AND 6" ABOVE FINISH GRADE IN SHRUB AREAS. N.T.S. C SETTLE BACKFILL PRIOR TO PLACEMENT OF PLANT. 6. KATIVE SOIL 7. REMOVE NURSERY STAKE FROM VIKE AND ESPALIER AGAINST W Al,L/FENCE. 8. SECURE/ATTACH MAIN Vll\E BRANCHES TOW ALL/FENCE WITH APPROPRIATE TWIST TIE f ASTENERS. VINE PLANTING DETAIL N.T.S. G 11---- --------<2 LEGEND I. FINISH GRADE 2. TEMP. WATER ING BASIN 3 4 ~------16 3. FINISH GRADE. SET TOP OF ROOTBALL I" ABOVE GRADE ~-----------! 7 4. 2"-3"LAYERMULCHMATERlAL . 5. FERTILIZER TABLETS PER PLANTING NOTES. 6. AMENDED SOIL 7. NATIVE SOIL (COMPACTED) NOTE: INSTALL DEEP ROOT BARRIERS WHEN TREES ARE WITHIN 4' OF HARDSCAPE. SHRUB PLANTING DETAIL '.i I 11------17 I 11 1-" ._ .. •-•• 1=11 I lliii.-----f 6 =ilrW 1'f-111~1 ill lie; '5' = lie-=Ill= \::.) 21 21 MIN. MIN. LEGEND: I. PALM TRUNK (SKINNED) 2. 6" HIGH MOUND FOR WATER BASIN 3. PALM ROOT BALL 4. (2)-4" PERFORATEU PVC STANDPIPE WITH FILTER FABRIC SOCK AND 4" DRAIN CAP 5. NATIVE SOIL 6. 3/4" WASHED CRUSHED AGGREGATE 7. SAN"D BACKFILL COMPACTED NOTES: I. ALL PALMS SHALL IlE TRIMMED AND TIED PRIOR TO PLAN'IING, LEA VE TIED 30 DAYS MIN. 2. TRlMMED PALM TO HAVE 6-8 FRONDS MAX. 3. UPON INSTALLATION THE LANDSCAPE ARCHITECT AND THE LANDSCAPE CONTRACTOR SHALL DETERMINE IF PALMS REQUIRE GUYING PALM PLANTING DETAIL N.T.S. D N.T.S. l 1---~ LEGEND I. FINISH GRADE AT SLOPE 2. TEMP. WATERJNG BASIN NOTE: WHERE ON SLOPES, THE REAR OF THE PLANTJNG PITS SHALL BE GRADED TO A MAXIMUM 1: I SLOPE. THE EROSION CONTROL FABRIC SJ-TALL BE INSTALLED ON THIS SLOPE TO CONTROL EROSION \VHILE PLANTS ESTABLISH. --------'2 3 4 '-------15 3. FINISH GRADE. SET TOP OF ROOTBALL I" ABOVE GRADE ~----------...J 7 4. 2"-3" LAYER MULCH MATERIAL 5. JlERTILIZER TABLETS PER PLANTING NOTES. 6. IlACKFILL MIX PER PLANTING NOTES. 7. NATIVE SOIL (COMPACTED) NOTE: INSTALL DEEP ROOT BARRIERS WHEN TREES ARE WITHIN 4' OF HARDSCAPE. SHRUB PLANTING ON SLOPE DETAIL ~ ~ ~ ~DQD~ ~ ~ ~ ~ ~ ~ ~D-0 ~ ~ ~ 2>------ EDGE OF PAVING, \YALK, WALL, ETC. :;~ffi~1iiSi;;si;1§ffi=1:i:s1ii~>Cffi~:i1gi1i=1ii=111=11i=rn=111= _ 1=111=111: 11 111 1 i' 111 1 i' I l~il I 1111 I I I 1 1 1 II I 1 1 i' 11-11 i' I I 1 1 i' II 1 1 i' I lffiill ll_ 11 r1 111~11111 I~ i' 11 I I 111 I I I ii 111 I i' 111 11 3 >----~ 4\-----_/ I. GROUNDCOVER 2. MULCH 3. AMENDED SOIL 4. SUBGRADE NOTE: LOCATE PLANTS EQUIDISTANT (DJ FROM EACH OTHER AS SHOW!\. D ~ SPACING AS SHOWN ON PLANTING PLAN. GROUNDCOVER PLANTING DETAIL N.T.S. N.T.S. APP/,;OVf U fO/,; !RR/GA I/ON ANO PLAJvT/1\JG ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS t::3UIL I" RCE ___ _ EXP. ____ _ DATE REVIEWED BY: ' INSPECTOR DATE I----_-_-+-t-_-_--+-j-~.L!al~====================~===-l-1··_---_-·---l·-·:==-=-~~_=: ~5 ~C-I_T_Y_O_F_· -C-.-A-RLSBAb I SH1E5ETS I l...!2._I PLANNING DIVISION ~==-============'=== 5055 N. Harbor Drive Suite 200 San Diego, California 92106 T: 858.458.0555 F: 858.458.0554 www.topialand.Com -----~--+---+--+---+---.J PLANTING DETAILS FOR: --... -·-----+---+---+---+-----! CARLSBAD HANCH, PLAKNING AREA NO. 5 MARBRISA PHASE II -VILLA 60 1----l---+--------~----------l----l---+---+----11 ~PROVED: . PLANNING 1--~□-A T=Ec--1-c1-N1-, 1-AL-+-------------------j:::..□::..A::..rl_--_-.L+-_-,N::..1 ,::..1A::..L::..:=-_□_A_TE_ ... _-.L··_1N_ii"_1A_L_, ~g=~==~==0::::3:.-;=~=, :::;:;u :;:t,,_ =_=~~~I ===P=R=o=J=Ec=T=N=o=.==~1-4=D=R2=A-8=w=1~=9c=· L=N=Lc::::, DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD co.B1_Y:c.=='c'c'M"==c'I' __ C_·_T_.0_3~--0~2-· _ __J, C.M.W.D, ~~-~~ Pb-2 _;j ~ 2 ell ::, (./) 0 0::: (')