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HomeMy WebLinkAboutDWG 460-1M; CUP 07-03; PF CHANGS; 01-12TENANT: P.F. CHANG'S CHINA BISTRO 15210 N. SCOTTSDALE RD, STE 300 SCOTTSDALE, AZ 85254 TEL: 480-888-3620 CONTACT: HERMAN AJAMIAN (DESIGN) TEL: 720-887-6269 CONTACT: DARYL MACPHERSON (CONSTRUCTION) LANDSCAPE ARCH: KELLER MITCHELL & CO. 302 FOURTH STREET OAKLAND, CA 94607 TEL: 510-451-9987 FAX: 510-452-9987 CONTACTS: JERROLD MITCHELL JACQUE KELLER ARCHITECT: FITCH 16435 N. SCOTTSDALE RD. #195 SCOTTSDALE, AZ 85254 TEL: 480-998-4200 FAX: 480-998-7223 CONTACT: IAN BROWN, ASSOC. AIA TIMOTHY PLEGER, RA AIA CONTRACTOR: ITX CONSTRUCTION, INC. 1285 SOUTH LEWIS STREET ANAHEIM, CA 92805 TEL: 714-254-8400 FAX: 714-254-8401 CONTACT: TOM PENNA L.L. CIVIL ENGINEER: GENE FONG ASSOCIATES 1107 GLENDON AVE LOS ANGELES, CA 9002 4 TEL: 310-209-7520 FAX: 310-209-7516 CONTACTS: GENE FONG L.L. SOILS ENGINEER: KELINFELDER 43218 BUSINESS PARK DRIVE SUITE E-4 TEMECULA, CA 92590 (951) 506-1488 (951) 506-1491 CONTACT: KEITH ASKEW ELECTRICAL: HENDERSON ENGINEERS 8325 LENEXA DRIVE, SUITE 400 LENEXA, KS 66214 TEL: 913-307-5300 x467 FAX: 913-307-5400 CONTACT: BRIAN SANDER PLANNING & ZONING: CITY OF CARLSBAD PLANNING DEPARTMENT 1635 FARADAY AVE. CARLSBAD, CA 92008 TEL: 760.602.4624 FAX: 760.602.8558 ENGINEERING DEPT: CITY OF CARLSBAD ENGINEERING DEPARTMENT 1635 FARADAY AVE. CARLSBAD, CA 92008 TEL: 760.602.2741 FAX: 760.602.1052 CONTACT: KATHLEEN FARMER EMAIL: kfarm@ci.corlsbod.co.us BUILDING DEPT: CITY OF CARLSBAD 1635 FARADAY AVE. CARLSBAD, CA 92008 TEL: 760.602.2721 FAX: 760.602.8558 CONTACT: MICHAEL PETERSON EMAIL: mpete@ci.corlsbod.ca.us WATER CO.: CITY OF CARLSBAD ENGINEERING DEPARTMENT 1635 FARADAY AVE. CARLSBAD, CA 92008 TEL: 760.602.2741 FAX: 760.602.1052 CONTACT: KATHLEEN FARMER EMAIL: kfarm@ci.carlsbad.ca.us SANITARY SEWER CITY OF CARLSBAD ENGINEERING DEPARTMENT 1635 FARADAY AVE. CARLSBAD, CA 92008 TEL: 760.602.2741 FAX: 760.602.1052 CONTACT: KATHLEEN FARMER EMAIL: kform@ci.carlsbad.co.us ELECTRICAL CO.: SDG&E 571 ENTERPRISE ST. ESCONDIDO, CA 92029 TEL: 760.480.7727 NEW SVC: 877.789.9866 CONTACT: DIANE RODRIGUEZ TEL: 760.480. 7629 C H N A B CARLSBAD PASEO 5700 PASEO DEL NORTE CARLSBAD, CA 92008 NOTES I HEREBY DECLARE THAT I AM THE UCENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED REPONSIBIUTY CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECIDN 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 SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIIRONMENTAL HEAL TH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE UCENSED DESIGNER OF WORK, OF MY RESPONSIBIUTIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT Pl.AN, WATER CONSERVATION Pl.AN, FIRE PROTECTION Pl.AN, AND ALL CONDIIDNS OF APPROVAL RELATED TO LANDSCAPING INSPECTION PROCEDURES, INSPECIDN OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITT ALS. FOLLOWING THE COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE flNAL LANDSCAPE CERTIFICATION FORM'. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE CALUNG THE THE INSPECTION REQUEST LINE flNAL LANDSCAPE CERTIFICATION FORM FAX TO 760.944.8943 LANDSCAPE INSPECTION REQUEST PHONE UNE: 760.602.4602 BACKFLOW TESTING, ALL IRRIGATION BACKFLOW PREVENTER$ SHALL BE TIESTIED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT, PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE 'SCHEDULE K HARD COPPER'. APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WIEB SITE AT www.clcarlsbadca.us/pdfdoc.html?pid=340 , • VICINITY MAP ~ P.F. CHANG'S CHINA BISTRO PASEO DEL NORTE CARLSBAD, CA COVER SHEET s T R 0 LOCATION MAP DRAWING INDEX SHEET IANDSCAPE REFERENCE P.4SEO DEi, NOi/TE -~-P.F. CHANG'S CHINA BISTRO PASEO DEL NORTE CARLSBAD, CA 1 COVER SHEET 2 LAYOUT Pl.AN 3 RECYCLED WATER COVERSHEET 4 IRRIGATION NOTES L7 .3 5 IRRIGATION Pl.AN 6 IRRIGATION DETAILS L7.2 7 Pl.ANTING PLAN 8 WATER CONSERVATION Pl.AN 9 DETAILS L7.1 10 LANDSCAPE S~ECIFICATION 02701 + 02470 11 LANDSCAPE S~ECIFICATION 02810 + 02912 12 LANDSCAPE SPECIFICATION 02930 ill II El Im KELLER MITCHELL & CO. Landscape Architecture 302 Fourth Street Oakland, CA 94607 AND PLANTING ONL~ INCLUDING PRECISE LOCATION OF PLANTING AREA T 510.461.9987 F 510.462. 9967 "AS BUILT" APPROVED: L.A. __ EXP, __ _ REVIEVED BY• ENGINEERING PLAN CHECKER DATE INSPECTOR 05.04.0i CITY COMMENT BACKCHECK 6 05.11.09 CITY COMMENT 04.28.09 CITY COMMENT 04.20.Q~ CITY COMMENT APPROVED· ::{ 1----+----t-';~---'n-:--,--..,.,----,-,,,,-------t----t----t---t----t . ,,,11_r 0::-~_JI-~ A-o3.o9.o~ PER 0\\1'JER / LANOLORO • V '~ ::::i.. ~ .,_!J, 2 12.05.08 RESUBMIT FOR PERMIT PLANNING 1----+---+"i'F-"===~"""--'..:e=""------t----t----t---t----t ~cc=---f-c-~--J..L-'-"1 '-"0""8.2"°'2.""0BwBa!a!LD""-G-"R"-"ES"-'PO"-"NSa.saES"--------t--::--:-::::-+-::-::=-7'."""f--::-::::--1-=:c-:-i OWN BY: __ DATE INITIAL ..__DA_TE~_INI_TIA_L_,_D_ATE~_IN_ITI_AL_, CHKD BY: __ ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. CUP 07-03 DATE DATE DRAWING NO. 460-lM -..., / l \J 'I I \ \ \ ~\ )\ \ I \ \ \ " PA & _y__ fj~ ; ------------ - \ / PA + 63,9 Cx1 PA ~ -c-i +! 63.9 i ~--- I 18" SQ, PRECAST; \ CONCRETE STEP ST)NES -- PA "" --------.. -----,.,,,..,, __ \ .. 1 Bo □□ [I] . 6'-1" PA ft 63,9 + "-· ~ -···~--'"". "" 63.81) 63,83 0 LEGEND - 63,9, EJ +.i PA PA 8'-10" EJ - SCORE MARK UNLESS INDICATED EJ, @1 CONCRETE FINISH A -L7.1 f2S EXPANSION JOINT \QY FF=::fflSCORE MARK UNLESS INDICATED EJ, CONCRETE FINISH A CD lf'-J~':f--rCONCRETE FINISH B \Q_Y '-----~ EXPANSION JOINT ,-·-·1r ,r ·-y-7 £ I II :! 11 I'' ,------------------------, EJ, EXPANSION JOINT : __ JL .... J! !L _Ji I I L_J ---! I I (E) EXISTING EQ EQUAL 8' 16' LAYOUT , I I II I I CJ CONSTRUCTION JOINT ~ ', & 1' 8'-6" , I , I ~------~----------------J FOB FACE OF BUILDING NIC NOT IN CONTRACT TYP TYPICAL + I+) EJ PA PlANTING AREA -REFER TO PlANTING PLANS I';. 63,9 V PA R RADIUS RE RIM ELEVATION {.ll \ b-.JC;,J_C, -~======~ 63.66 h-' ~ 2% I'\ \· ,_____ t\v 24' I I I>----~ I PA .1 ' PLAN 1,,- • A ALIGN BENCH .f' 64.00 SPOT ELEY A TION --TC63.60 ELEVATION FROM CIVIL DWG. GENERAL NOTES t ALL DIMENSIONS, UNLESS OTHERWISE INDICATED, ARE TO FACE OF WALL OR STRLCTURE 2 REFER TO CIVIL DWGS FOR DIMENSIONS FOR ROADS, PARKING AND CURBING. 3. REFER TO CIVIL DWGS FOR GRADING & DRAINAGE. &, 4. ALL PLANTNG AREAS SHALL HAVE A MIN, OF 2% GRADE AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRANAGE SYSTEM. NUMBERED· NOTES G) REFER TO ARCHITECTURAL DRAWINGS @ REFER TO CIVIL DRAWINGS SCHEDULE OF SITE FURNISHINGS AND FINISHES PAVING FINISHES: CONCRETE FINISH A CONCRETE DAVIS COLORS 1.5 LBS 5237 FINISH B 800.800,6856 SAN DIEGO BUFF ITEM MFR CATALOG NO, SITE FURNITURE: BENCH LANDSCAPE FORMS Af'ICATA SERIES 888.4223624 BACKLESS BENCH DETECTABLE HANOVER 2"x11 3/4"x 11 314• WARNING 7171637-0f:IXJ TILES LIGHT NATURAL BROOM LIGHT SAN DIEGO BROOM BUFF MATERIAL FINISH COLOR l~STEEL POWDER-GROTTO INSTALL PER COAT BLACK MFTR'S REC. PRECAST NON-SUP LIMESTONE CONCRETE GREY APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA ■ Ill KELLER MITCHELL & CO. Landscape Architecture 302 Fourth Street L.A. __ _ EXP. __ _ DATE Oakland, CA 94607 REVIEWED BY: 1B T 510.461.9987 F 510.452.9987 INSPECTOR DATE CITY OF CARLSBAD PLANNING DEPARTMENT 5 c H f ff A CWf-~¥~ R o'--"--' o4.2B.o9 c1TY coMMENTS Paseo Del Norte Carlsbad, CA µo,.1"0~3-;,"'09c."'.09~P~ER~O:.'!'WN:"c'ER~/c...;L~AN:,,,,,OL~OR~D ____ -J--+--...J----I---I 11,-(-::\ q" -~~I ~ •t,;"•o'f 04.20.09 CITY COMMENTS I APPROVED: ' 7J7 l u. ~2e'-1'-'"2.°"'05""'.08"-"=RE""SU'-"'BM"'-'IT-'-.F-"'OR,_,Pcs,ERc'!'M!.!.IT ____ --J_-+---I---J.----I ~P~LA~NN::;;IN';:G===;--;::::::======;;::::::=====: f--L-'1..>...SS08=.2=2.0=8....eB=LO=G..,_,_RE=S~PO=NS=E,,_S ------+---+--+--+----1 'DWN BY: -- ,-..:.:.DA;.c.:TE:........J....CCINl-"-TIA=L +-"D'-'-'A TE-=-...i...c.1Nc..:.IT1c..::AL:....i CHKD BY: __ OTHER APPROVAL CITY APPROVAL RVWD BY: REVISION DESCRIPTION PROJECT NO. CUP 07-03 DRAWING NO. 460-1M GENERAL NOTES RECYCLED WATER NOTES RECYCLED WATER SYSTEM (PRIVATE) SHEET TITLE SHEET NUMBER LO C) 1. ALL 11,0RK SHALL BE DONE IN ACCORDANCE IWTH THE CARLSBAD MUNICIPAL WA1£R DISTR1crs RUL£S AND REGULA nONs. 2. DRINKING WA1£R FOUNTAINS AND DES/GNATE:D OUTDOOR EAnNG AREAS SHALL BE PROTE:CTE:D AGAINST CONTACT IWTH RECYCLED WATE:R SPRAY, MIST OR MISnNG. J. BEST MANAGOfENT PRACnCES SHALL BE USED TO WM/NATE: OR CONTROL TO THE BEST EXTE:NT POSS/BL£ PONDING. RUN-Off, OYER-SPRAY, AND MISnNG. 4. HOS£ BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECnONS BET'M:EN RECYCI.E:D WA1£R LJNES AND POTABLE WATE:R LINES ARE STRICTLY PROHIBITED. 8. NO suesnTUnON OF PIPE MATERIALS IWLL BE ALLO~D IWTHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATE:R DISTRICT. 7. ALL MAINLJNE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WA1£R DISTR1crs RUL£S AND REGULA nONs. 8. HOURS FOR IRRIGA nON IWTH RECYCL£D WA 1£R ARE FROM 9: 00 P.M. TO 6: 00 A.M. THE HOURS FOR IRRIGAnON IWTH DISINF'£CTE:D TE:RnARY RECYCL£D WA1£R MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGAnON DURING PUBLJC US£ PERIODS IWTH DIS/NF'£CTE:D 1£RnARY RECYCL£D WATE:R SHALL BE UNDER THE SUPERVISION OF THE DES/GNATE:D USER SUPERVISOR. IRRIGA nON IWTH WA 1£R OF A LESS£R QUALJTY THAN DISINF'£CTE:D 1£RnARY RECYCLED WA 1£R SHALL BE BET'M:EN THE HOURS OF 9: 00 P.M. TO 6: 00 A.M. 9. BURIAL OF ALL IWRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WA 1£R DISTRICfS RUL£S AND REGULA nONS. 10. NON-DES/GNA1£D US£ AREAS SHALL BE PROTE:C1£D FROM CONTACT IWTH RECYCLED WA 1£R, v.HETHER BY IWND BLOWN SPRAY OR BY DIRECT APPUCA nON THROUGH IRRIGA nON OR OTHER US£. LACK OF PROTE:CnON, v.HETHER BY DESIGN, CONSTRUCnON PRACnCE OR SYSTEM OPERA nON IS STR/CTL y PROHIB11£D. 11. IRRIGA nON HE:ADS SHALL BE R£LOCA TE:D OR ADJUS1£D TO MINIMIZE OR WM/NA TE: OVER- SPRAYING ON SIDEWALKS. STREETS AND NON-DESIGNATE:D US£ AREAS. 12. RF:CYCL£D WA1£R QUICK COUPLJNG VALVES SHALL BE OF A TYPE DESIGNED FOR THF: US£ ON RECYCL£D WATER DISTRIBUnON SYSTEMS PER CARLSBAD MUNICIPAL WA1£R DISTRICfS RULES AND RF:GULA nONS. 1J. ON RECYCLED WA1£R SYSTEMS. ALL APPURTENANCF:S (SPRINKLER HEADS. VALVE BOXES, F:TC.) SHALL BE COLOR-CODF:D PURPLE PER AWWA GU/OWNES AND SECnON 11681ts OF THE CALJF'ORNIA HF:AL TH AND SAF'£TY COD£. 14. ALL /RR/GA nON PIPF: SHALL BE STENCILED IWTH WARNING. "NON-POTABLE OR RF:CYCLF:D WA1£R", COLOR-CODED (PURPLE) AND LAID IWTH WARNING TAPE AND S1£NCILJNG ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICfS RUL£S AND RF:GULA nONS. 15. ON NEW ON-SITE: SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRF:SSURE RF:CYCL£D WATER AND SE~R UNES SHOULD BE PLACED A MINIMUM OF FOUR F'£ET APART OR AS DIRECTE:D BY THE PRO.JE:CT ENGINF:F:R AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BF:T'M:EN FACING SURFACES. NOT PIPE CF:N1£RUNES. 18. CONSTANT PRF:SSURE RECYCLF:D WA1£R LINES SHALL CROSS AT LEAST TWE1.VE INCHES snow POTABLE WATER LJNES AND MAINTAIN AT LEAST TWE1.VE INCHES CROSSING SEPARA nON BET'M:EN OTHER ununEs. 17. IF' A CONSTANT PRESSURE RECYCL£D WA1£R LJNE MUST BE INSTALLED ABOVE A POTABLE WA1£R LJNE OR LESS THAN TWE1.VE INCHES snow A POTABLE WA1£R LJNE, THEN THE RECYCL£D WA 1£R LJNE SHALL BE INSTALLED WITHIN AN APPROVED PROTE:CnVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTR1crs RUL£S AND REGULAnONS. 18. THE REQUIRED CROSS-CONNECnON SHUTDOWN 1£ST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WA1£R DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. 19. THE REQUIRED CROSS-CONNECnON INSPECnON SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WA1£R DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECnON REPORTS WILL BE FORWARDED TO THE NON-INSPECnNG PARTY. 20. THE DESIGN AND LOCA nONs PROPOSED FOR RECYCL£D WA TE:R "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. 21. 'M-IEN RECYCLED WA1£R BECOMES AVAILABLE, AN ON-SITE: USER SUPERVISOR SHALL BE DESIGNA TE:D IN WRlnNG. n-llS INDIVIDUAL SHALL BE F'AMILJAR IWn-1 PLUMBING SYSTEM IWn-1/N n-lE PROPERTY. WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECnON PROTE:CnON, THE RECYCI.E:D PUREYOR'S RUL£S AND REGULA nONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNA nON, IWTH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATE:R DISTRICT. IN CA$£ OF EMERGENCY CONTACT CORY MILLEA OR AFTE:R HOURS CONTACT CANDI DEEL AT (714) 920-4694 AT (714) 254--8400 6 22. ALL PUBLJC AND PRIVATE: POTABLE WATE:R MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES IWTHIN THE RECYCI.E:D WA1£R PRO.JE:CT SHALL BE SHOWN ON n-lE PLANS. 2J. CALL OUT ON n-lE PLANS IF' THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DES/GNA TE:D OUTDOOR E:A nNG ARE:AS ON THE SITE:, 24. A PHYSICAL SEPARAnON SHALL BE PROVIDED BET'M:EN ADJACENT AREAS IRRIGATE:D IWTH RECYCI.E:D WA1£R AND POTABLE WATER. SEPARAnON SHALL BE PROVID£D BY DISTANCE:, CONCRETE: MOW STRIPS OR OTHER APPROVED MEn-lODS. 25. ALL IRRIGAnON BACKFLOW PREVENTE:RS SHALL BE TE:STE:D BY A CERnFlro 1£S1£R AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIP£ BET'M:EN n-lE METE:R AND BACKFLOW PREVEN1£R SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TE:S1£RS CAN BE FOUND ON n-lE CITY ~B SITE: AT WWW.CI.CARLSBAD.CA.US/PDF'DOC.HTML?PID=-J40. ■ ■ PASEO DEL SIGNAGE NOTES THE F'OI..LOIWNG GUIDWNF:S FOR THE US£ OF RECYCLED WA TE:R ARE TO BE PERMANENTLY POSTE:D INSIDE THE DOOR OF EACH CONTROLL£R W/1ERE n-lEY ARE EASILY VIS/BL£. PLACE ON 8-1 /2" X 11 • SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTE:RING. 1. GUIDELJNES [QR RECYCLEQ WA1£R US£ A. IRRIGATE: BET'M:EN THE HOURS OF 10:00 P.M. AND 6:00 AM. ONLY. WATE:RING OUTSIDE n-11S nME FRAME MUST BE DONE MANUALLY IWTH QUALJFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY nME BE LEFT UNATTENDED DURING US£ OUTSIDE THE NORMAL SCHEDULE. B. IRRIGATE: IN A MANNER THAT IWLL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLJCA nON RA TE: SHALL NOT EXCEED THE INFIL TRA nON RA TE OF THE SOIL nMERS MUST BE ADJUSTE:D so AS TO BE COMPAnBLE WITH THE LO~ST SOIL INFILTRAnON RATE: PRESENT. THIS PROCEDURE MAY BE F'ACILJTATED BY THE EfflCIENT SCHEDULJNG OF THE AUTOMA nc CONTROL CLOCKS. (I.£., EMPLOYING THE REPEAT F'UNCnON TO BREAK UP THE TOTAL IRRIGAnON nME INTO CYCL£S THAT WILL PROMOTE: MAXIMUM SOIL ABSORPnON). C. ADJUST SPRAY HEADS TO £UM/NATE: OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS. PRIVATE: PAnos AND LOTS, AND STREETS AND SIDEWALKS. D. MONITOR AND MAINTAIN THE SYS1£M TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HE:ADS. LEAKS. UNRWABLE VALVES. ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCAnNG E:ACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONnNUOUS BASIS. REGARDING THE PRESENCE OF RECYCI.E:D WA 1£R. MAINTENANCE PERSONNEL MUST BE INF'ORM£D n-lA T WA 1£R IS FOR IRRIGA nON PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING. ETC. F'. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANG£$ AND MODIFICAnONS TO ANY PRIVATE: ON-SITE: F'ACILJn£S. SUCH CHANG£$ MUST BE SUBMITTE:D TO, AND APPROVED BY, THE DISTRICT ENGINEERING OfflCE AND DESIGNED IN ACCORDANCE IWTH DISTRICT STANDARDS. 1. ALL RECYCLED WA1£R SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENnFICAnON TAG$. A. ~~ m:1t.Jis~Z~1t:oa:rc~ic. t}kt"· -~cf Plfo}N ~,:., IMPRIN1£D ON ONE SIDE, AND "AVISO -AGUA IMPURA-NO TOMAR" IMPRIN1£D ON THE OTHER SIDE. IMPRINnNG SHALL BE PERMANENT AND BLACK IN COLOR. US£ TAGS AS MANUFACTURED BY T. CHRISTY EN1£RPR/SES OR APPROVED EQUAL B. ONE TAG SHALL BE ATTACHED TO E:ACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR IWTH PLASnc nE-WRAP .QR 2. ATTACH TO SOLENOID IWRE DIRECTLY OR IWTH PLASnc nE-WRAP ..QR. J. ATTACH TO VALVE COVER WITH EXISnNG VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENnFlro AS RECYCI.E:D WATER SPRINKLER HE:ADS. G. EACH AUTOMA nc CONTROI..LER AND ITS ASSOC/A TE:D EQUIPMENT SHALL BE IDENnFIED IWTH A SIGN BEARING THE 11,0ROS "RECYCLED WAZfl US£Q FOR IRRIGATION" IN ENGLISH AND SPANISH, IWTH BLACK LETTERS 1 HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERA nONS PERSONNEL unLJZING THE EQUIPMENT. DECLARATION OF R GE: I HEREBY DECLARE n-lAT I AM w-o8CAF'E ARCHITEC OF 11,0RK FOR THIS PRO.JE:CT, THAT I HA VE EXERCISED R£SPONSIBLE GN OF THIS PRO.JE:CT AS DEFINED IN SECnON 870J OF THE BUSIN£SS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PRO.JE:CT DRAWINGS AND SPECIFICAnONs BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPAR SIS CONFIN£D TO A REVl£W ONLY AND DOES NOT RWE\.£ ME:. A 41-'.....,,.,,_..""""....._""-"'"-"'-'""'-\l'-OF 11,0RK, OF MY RESPONSIBILJnES FOR PRO.JE:CT DE.SIGN. ~ FIRM NAME & ADDRESS: A KELLER MITCHfil AND COMPANY H-,.,.-_ 05/11/09 &. m FOURTH STREET OAKLAND, CA 94607 PHONE NO: ( .@_) _45:;:.1:...::-998::::;:;,:.7 _____ _ RE:GISTRA nON NO: 1927 EXP/RA nON DA TE:: _1/3'-=V20""-"11.__ ____ _ r BLACK LOGO NOTE: INSTALL SIGNS PER CITY AND COUNTY PURPLE BACKROUND STANDARDS / r-1" BLACK LETTERS / 36" / In Order to Conserve Water. .. DI (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER IN USE ~ ~ t DO NOT ~ DRINK NO TOME EL AGUA DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I I RECYCLED WATER COVERSHEET 5 1na 1s ro IRRIGATION NOTES IRRIGATION Pl.AN IRRIGATION DETAILS NORTE, CARLSBAD, CA. PROJECT MAP -...,,. -.,, --1--~"'-};=:ooNOTOFHC I ' I I : : I v '\ : : I LEGEND 0: FIRE HYDRANT @ WATER METER @ RECLAIMED WA TE:R METE:R MIIO 181 MASTE:R VAL VE: -RW-RECLAIMED WATER LINE~ -W-POTABLE: WATE:R LINE ~ PULLBOX WITH MASTER VAL VE: WIRES = DO NOT DRINK SIGN'A' = DO NOT DRINK SIGN'S' ~ 9~,18PfJ1TE1f ~~'J..,4'ff 1:oN- ' r, \ \ ..,..\. ....... -· ■--■•-··-··- .. \~---·· .-I , I I I I I ' ' B1CKR.OW AK> W8lER VIL"" I , , •W"'l•'-'l MCICI'\ T~• DC t= OOtN8'!TED TO IEIJ\t.E) > WATER t.ETER0WHaN 6 ' ,c I I I I I I I I I I I I I I 3 4 5 6 CX) N ( 'f Acr WITH RECYCLED WATER) [ ...... < l WR,h~'MB~ 'f.~l,._R ffi JJEL NORTE INSPECTION PROCEDURES 1. District Construction Inspection Shall Include: A. Required separation between potable and recycled water lines (!,orizontally and vertically). B. Pipa Identification. C. Sleeving at crossings. D. Appropriate materials and markings, including proper quick couplers. An approval letter regarding tha inspection of tha project shall ba obtained from tha City and tha District, and ba forwarded to the County Health Department prior to final inspection approval. 2. District Final Inspection Shall Include: A Signaga installed per plan. B. Controller Slickers. C. Tagging of valves. D. Coverage test after completion of the sprinkler system to ensure protection of area not approved for recycfed water use. E. All aspects of tha itrigation conditions including windblown spray, runoff, and ponding. F. Required protection of all residential areas. G. Required protection of wells, streams, resetv0irs, etc. H. Cross-connection test if required. I. Color coded, laminated charts inside each controller. 3. Annual lnspectign ShalJ Include; A completa inspection that wiJJ cover A-I of the District Final Inspection. Revisions must ba approved by Public Health Engineer, City Engineer and District Engineer prior to implementation in field. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH LAND AND WATER QUALITY DIVISION />"Cc...__ GLENN LEEKS ENVIRONMENTAL HEAL TH SPECIALIST VICINITY MAP 60' APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA APPROVED . \ (u/A~ 'tNGINEEim-iGLANCHECKER "AS BUil T" TITLE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 12 3 PLANNING DEPARTMENT SHEETS 1-~-+---+--------------t---t---t---t---, PRIVATE (ONSITE) RECYCLED l-+--+--1---------------t---t--+---t--j WATER SYSTEM FOR: ~P.F: CWAN{;~6 ...---,,-SH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR WASH HANDS AFTER CONTACTING LA\1£SE SUS MANOS OESPUES DE USAR CARLSBAD MUNICIPAL WATER DISTRICT c HI Ii-' A BISTRO 12" X 36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON ViNYL SIGNS SIGN 'A' 1" BLACK LETTERS 2" BLACK LETTERS TYPICAL SIGNS C: DRAWING FILES llTI..E SHEETS ECYCLED WATER llTI..E SHEET.OWG 3/17/09 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS SIGN 'B' REVISION DESCRIPTION DATE INlllAL 01HER APPROVAL APPROVED /1~_:{1✓{ 4:-~Loit: G:, ,i,,;-•,rf PLANNING DATE DRIii< BY: PROJECT NO. DRAWING NO. DATE INlllAL CITY APPROVAL CHCKD BY: CUP 07-03 460-1M SHEET --OF __5HEETS 'I ! I I ·i IRRIGATION NOTES 1. THESE IRRIGATION DRAWINGS ARE DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAYED AREAS IS FOR CLARITY ONLY AND ARE TO BE INSTALLED WITHIN PLANTING AREAS WHERE PCSSIBLE. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC., WHICH MAY BE REQUIRED. THE CONTRACTOR IS REQUIRED TO INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF THE CONTRACT WORK INCLUDING OBSTRUCTIONS, GRADE DIFFERENCES OR AREA DIMENSIONAL DIFFERENCES WHICH MAY NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. IN THE EVENT OF FIELD DIFFERENCES, THE CONTRACTOR IS REQUIRED TO PLAN THE INSTALLATION WORK ACCORDINGLY BY NOTIFICATION AND APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE ANO ACCORDING TO THE CONTRACT SPECIFICATION. THE CONTRACTOR IS ALSO REQUIRED TO NOTIFY AND COORDINATE IRRIGATION CONTRACT WORK WITH ALL APPLICABLE CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE, CONDUIT OR SLEEVES THROUGH OR UNDER WALLS, ROADWAYS, PAYING, STRUCTURE, ETC., BEFORE CONSTRUCTION. IN THE EVENT THESE NOTIFICATIONS ARE NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL REQUIRED REVISIONS. 2. THE CONTRACTOR SHALL EXERCISE CARE IN LOCATING PIPING AS TO NOT CONFLICT WITH OTHER UTILITIES. DO NOT INSTALL IRRIGATION PIPING PARALLEL TO AND DIRECTLY OYER OTHER UTILITIES. 3. THE INTENT OF THIS IRRIGATION SYSTEM IS TO PROVIDE THE MINIMUM AMOUNT OF WATER REQUIRED TO SUSTAIN GOOD PLANT HEALTH. 4, IT IS THE RESPONSIBILITY OF THE LANDSCAPE MAINTENANCE CONTRACTOR AND/OR OWNER TO PROGRAM THE IRRIGATION CONTROLLERS TO PROVIDE THE MINIMUM AMOUNT OF WATER NEEDED TO SUSTAIN GOOD PLANT HEALTH. THIS INCLUDES MAKING ADJUSTMENTS TO THE PROGRAM FOR SEASONAL WEATHER CHANGES, PLANT MATERIAL, WATER REQUIREMENTS, MOUNDS AND SLOPES, SUN, SHADE, AND WIND EXPOSURES. 5. AT THE END OF THE REQUIRED MAINTENANCE PERIOD OF THE CONTRACTOR, THE OWNER SHALL PROVIDE REGULAR MAINTENANCE OF THE IRRIGATION SYSTEM TO ENSURE THE EFFICIENT USE OF WATER. MAINTENANCE SHALL INCLUDE, BUT NOT BE LIMITED TO CHECKING, ADJUSTING, AND REPAIRING IRRIGATION EQUIPMENT AND CONTROL SYSTEM. 6. 120 VOLT A.C. (2.5 AMP DEMAND) ELECTRICAL SERVICE TO IRRIGATION CONTROLLER LOCATION TO BE PROVIDED UNDER ELECTRICAL CONTRACT WORK. IRRIGATION CONTRACTOR TO MAKE FINAL CONNECTION FROM ELECTRICAL STUB-OUT TO CONTROLLER ANO PROVIDE PROPER GROUNDING PER CONTROLLER MANUFACTURER'S INSTRUCTIONS. 7. INSTALL NEW BATTERIES IN IRRIGATION CONTROLLER TO RETAIN PROGRAM IN MEMORY DURING TEMPORARY POWER FAILURES, USE QUANTITY, TYPE, AND SIZE REQUIRED AS PER CONTROLLER MANUFACTURER'S INSTRUCTIONS. 8. IRRIGATION CONTROL WIRES SHALL BE COPPER WITH U.l. APPROVAL FOR DIRECT BURIAL IN GROUND, SIZE #14-1. COMMON GROUND WIRE SHALL HAVE WHITE INSULATING JACKET. CONTROL WIRE SHALL HAYE INSULATING JACKET OF COLOR OTHER THAN WHITE. SPLICE SHALL BE MADE WITH 3M-OBY SEAL PACKS. 9. INSTALL SPARE CONTROL WIRE OF A DIFFERENT COLOR ALONG THE ENTIRE MAIN LINE. LOOP 35• EXCESS WIRE INTO EACH SINGLE VALVE BOX AND INTO ONE VALVE BOX IN EACH GROUP OF VALVES. MINIMUM OF ONE SPARE WIRE PER CONTROLLER. 1 0. SPLICING OF 24 VOLT WIRES IS NOT PERMITTED EXCEPT IN VALVE BOXES. SEAL WIRE SPLICES WITH 3M-OBY SPLICE SEALING DEVICES OF SIZE COMPATIBLE WITH WIRE SIZE. LEAVE A 36" LONG, 1 • DIAMETER COIL OF EXCESS WIRE AT EACH SPLICE AND A 35• LONG EXPANSION LOOP EVERY 100 FEET ALONG WIRE RUN. TAPE WIRES TOGETHER EVERY TEN FEET. TAPING WIRES IS NOT REQUIRED INSIDE SLEEVES. 11. PLASTIC VALVE BOXES ARE TO BE BLACK IN COLOR WITH BOLT DOWN, NON-HINGED COYER MARKED "IRRIGATION". BOX BODY SHALL HAYE KNOCK OUTS. MANUFACTURER SHALL BE CARSON INDUSTRIES, 12. INSTALL REMOTE CONTROL VALVE BOXES 12" FROM WALIK, CURB, BUILDING OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHALL BE AN EQUAL DISTANCE FROM THE WALIK, CURB, ETC. AND EACH BOX SHALL BE 12• APART. SHORT SIDE OF RECTANGULAR VALVE BOXES SHALL BE PARALLEL TO WALK, CURB, ETC. 13. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL BUBBLERS FOR OPTIMUM FLOW. THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. & 14. LOCATE BUBBLERS ON UP-Hill SIDE OF SHRUB OR TREE. 15. INSTALL A VALCON 5000 SERIES SPRING LOADED CHECK VALVE BELOW THOSE BUBBLERS WHERE LOW HEAD DRAINAGE WILL CAUSE EROSION AND/OR EXCESS WATER. 16. WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO TREES AND TREE ROOTS. EXCAVATION IN AREAS WHERE TWO (2) INCH AND LARGER ROOTS OCCUR SHALL BE DONE BY HAND. TRENCHES ADJACENT TO TREE SHOULD BE CLOSED WITHIN TWENTY-FOUR (24) HOURS; AND WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE SHALL BE KEPT SHADED WITH BURLAP OR CANVAS. 17. IRRIGATION CONTRACTOR TO NOTIFY All LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF EXISTING BACKFLOW PREVENTION DEVICE. REPAIR OR REPLACE AS TEST RESULTS INDICATE. 18. PRESSURE TEST PROCEDURE. THE CONTRACTOR SHALL: A. NOTIFY ARCHITECT AT LEAST THREE (3) DAYS IN ADVANCE OF TESTING. 8. PERFORM TESTING AT HIS OWN EXPENSE. C. CENTER LOAD PIPING WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE. NO FITTING SHALL BE COVERED. D. APPLY THE FOLLOWING TESTS AFTER WELD PLASTIC PIPE JOINTS HAVE CURED AT LEAST 24 HOURS. 1. TEST LIVE (CONSTANT PRESSURE) AND QUICK COUPLER LINE HYDROSTATICALLY AT 125 PSI. MINIMUM. LINES Will BE APPROVED IF TEST PRESSURE IS MAINTAINED FOR SIX (6) HOURS. THE LINE WILL BE APPROVEO OR NOT APPROVED AS SUCH RESULTS MAY INDICATE. THE CONTRACTOR SHALL MAKE TESTS AND REPAIRS AS NECESSARY UNTIL TEST CONDITIONS ARE MET. 2. TEST RCV CONTROLLED LATERAL LINES WITH WATER AT LINE PRESSURE AND VISUALLY INSPECT FOR LEAKS. RETEST AFTER CORRECTING DEFECTS. 19. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN ON THE IRRIGATION DRAWINGS. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 20. IRRIGATION DEMAND: 25 GPM AT 75 PSI. FIELD VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. IF ACTUAL WATER PRESSURE DIFFERS FROM THE STATED PRESSURE CONTACT ARCHITECT FOR DIRECTION AND POSSIBLE REVISION. 21. PIPE THREAD SEALANT COMPOUND SHALL BE RECTOR SEAL T+2, CHRISTY'S ULTRA SEAL OR APPROVED EQUAL DICKSON & ASSOCIATES, INC. LANDSCAPE IRRIGATION MARTY DICKSON, ASIC TEL(530) 547-5515 fAX(530) 547-5513 P.O. BOX 415 PALO CEORO, CALIFORNIA 96073 RECYCLED WATER IRRIGATION NOTES t THS FlAGA.TION sYSTIEM S DEOONED TO ACCOMMOOATE THE OONNECTICN TO At-ON-POTABLE (RECYCLED) WATER SOOACE THAT IS CU1AENTLY OR WU BE AVAUJ31.E AT THS srrE. RECYCLED WATER WARNIN3 SKlNAGE SHALL BE PROVIDED IN OONFORMANCE WITH CITY Of CARLSBAD NON-POTABLE WATER GUOELINES. ANY AND ALL DAECT PA: OONNECTIONS BETWEEN POTABLE AI\O NON-POTABLE WATER SOURCES OR sYSTEMS ARE PROHIBITED. 2. llOOATION OONTAACTOR SHALL FAMLIARIZE HIMSELF/HEAS8.F WITH All STATE AI\O LOCAi. LAWS. CODES, ORDINANCES, AI\O RESTRICTONS PEATAININ(l TO THE USE Of RECYa..EO WATER AND IMPLEMENT AB APPllCABLE TO THE INSTALLATION Of THIS PROJECT. 3. All FlAGA.TION PIPING SHALL BE PURPLE PVC MAl'IJFACTl.ffO AND PERMANENTLY LABELED FOR RECYCLED WATER U3E. ~ All OUCK COUPI.JN(J VALVES SHALL BE NELSON 7645 SERIES WITH ACME THREADS. WATER USE CALCULATIONS PRESSURE LOSS CALCULATION MAXIMUM APPLIED WATER ALLOWANCE (MAWA} MAWA = (ETO X .8 X LANDSCAPED AREA X 0.62) ETO 48.72INCHES LANDSCAPED AREA---------2,641 SQUARE FEET MAWU-------------63,820GALLONS/YR. ESTIMATED TOTAL WATER USE (E1WU} 1. SHRUB AREA (MODERATE} E1WU CALCULATIONS; ESTIMATED TOTAL WATER USE (ETWU} ETWU = (ETO X Pl.ANT FACTOR X LANDSCAPED AREA X 0.62}/IRRIGATION EFFICIENCY ETO 48.72 INCHES LANDSCAPED AREA 58 SQUARE FEET Pl.ANT FACTOR 0.5 IRRIGATION EFFICIENCY 0.80 ETWU 1,094 GALLONS/YR. 2. SHRUB AREA (LOW} ETWU CALCULATIONS; ESTIMATED TOTAL WATER USE (ETWU) ETWU ~ (ETO X Pl.ANT FACTOR X LANDSCAPED AREA X 0.62)/IRRIGATION EFFICIENCY ETO -------------48.72 INCHES LANDSCAPED AREA 2,582 SQUARE FEET Pl.ANT FACTOR 0.3 IRRIGATION EFFICIENCY 0.80 ETWU 29,247 GALLONS/YR. TOTAL ETWU CALCULATION:--------------30,341 GALLONS/YR. REMOTE CONTROL VALVE C-11 PSI AT POINT OF CONNECTION 75 PSI LOSS REDUCED PRESSURE BACKFLOW ASSEMBLY-___ " N/A MASTER VALVE-___ .. N/A FLOW SENSOR-___ • N/A MAIN LINE 1200' -2" 6 ELEVATION ( + OR -') 0 REMOTE CONTROL VALVE -1½" LATERAL LINE MISC. LOSS (FITTINGS, ETC.) TOTAL LOSS PSI AT SPRINKLER HEAD REQUIRED PSI AT SPRINKLER HEAD 2.6 5 3 16.6 58.4 30 IRRIGATION NOTES IRRIGATION LEGEND RADIUS PRECIP. SYMBOL MODEL NUMBER DESCRIPTION PSI GPM MIN I MAX RATE • • 0 • .... © 1/4 - E11 I.ii I ® ® l2l '-" ' 1401 RWS-B-C-1401 EFB-CP-NP-HAN SERIES 7645 T-113-IRR ESP-16MC ,_ l,IINI-CLIK-SG-MC-BPSW PULL BOX WITH MASTER VALVE AND FLOW SENSOR WIRES BACKFLOW PREVENTOR POTABLE WATER METER RECLAIMED WATER METER MASTER VALVE AND FLOW A SE~SO~ A ) RAINBIRO BUBBLER (SHRUB) RAINBIRD BUBBLER WITH DEEP WATERING BUBBLER ASSEMBLY AND CHECK VALVE. (TREE) RAINBIRD REMOTE CONTROL VALVE NELSON QUICK COUPLING VALVE (NON-POTABLE) NIBCO GATE VALVE (LINE SIZE) RAINBIRO CONTROLLER (WALL MOUNT) HUNTER RAIN SWITCH WITH SECURITY ENCLOSURE AND OVERRIDE SWITCH BY OTHERS BY OTHERS BY OTHERS BY OTHERS 30 30 0.25 0.25 FLOOD 6.00 FLOOD 1.50 \! -./ CONTROLLER & STATION NUMBER APPROXIMATE FLOW (GPM) REMOTE CONTROL VALVE SIZE / ·-·-------MAIN LINE: 1120-SCHEOULE 40 PVC PLASTIC PIPE PURPLE IN COLOR AND PERMANENTLY MARKED FOR RECYCLED WATER WITH SCHEDULE 40 PVC SOLVENT-WELD FITTINGS. 24" COYER. LATERAL LINE: 1120-SCHEDULE 40 PVC PLASTIC PIPE PURPLE IN COLOR AND PERMANENTLY MARKED FOR RECYCLED WATER WITH SCHEDULE 40 PVC SCLVENT-WELD FITTINGS. 18" COVER. SLEEVING: 1120-SCHEDULE 40 PVC PLASTIC PIPE PURPLE IN COLOR AND PERMANENTLY MARKED FOR RECYCLED WATER. 24" COYER. SLEEVING SHALL BE TWO TIMES PIPE SIZE WITHIN SLEEVE. • II II KELLER MITCHELL & CO. Landscape Architecture 302 Fourth Street Oakland, CA 94607 T 610.461.9987 F 510.452.9987 4 1-----------------t----ii----t---i---~ ~PRO & /6\05.11.09 CITY COMMENT /5\ 04.28.09 CITY COMMENT APPROVED FOR IRRIGATION AND PLANTING ONL~ INCLUDING PRECISE LOCATION OF PLANTING AREA L.A. ___ EXP. ___ _ REVIEWED BY: INSPECTOR CITY OF CARLSBAD PLANNING DEPARTMENT DATE DATE Sljt.l;. TS r 12 '\ " ,>LARS' 'u"' ~ ~P.F. CWAN,6 ,...__,,__,,,/ C H I ~..! A 8 I S T R 0 Poseo Del Norte Carlsbad, CA 3 03.09.09 PER OWNER / LANDLORD : /'1✓..X-\ q ~ wi ..... -tt (;:, ,-t,,f,,..4 '4 04.20.09 CITY COMMENT I APPROVED / I ~~;2:1:2~.0~5~.0~8~R:ES~U~B~M:IT~F~O~R~P:E~RM~l:T=============;=====;=====;=====;====~ ~-P;l.A;N;N:':;IN~G~===:;-;:==~=:=;:;~~===;~~~~~ 1\ 08.22.08 BLDG RESPONSES OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL C KD BY H : ---CUP 07-03 460-1M CITY APPROVAL RVWD BY: REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL -.. .l: __..c__!____:_ I \ \ \ \ \ \ ~ ,Ji 25 \ \ \ \ \ \ \ \ C-10 1" 2 C-9 1 • 5 11/2" \ \ C-2 1· 5 RAIN SWITCH -INSTALL AT A FIELD DETERMINED LOCATION WHERE UNOBSTRUCTED RAINFALL WILL COLLECT IN DEVICE. -~½"'"" RIGID STEEL CONDUIT~ RAIN SWITCH WIRING. • BACKFtOW i CJ) lJ_ 11/2' ---7 11 /2" ' 2-4 SLPREVENT()RJl . L ___ _j 2-4" L +-------------------, I IRRIGATION LEGEND SYMBOL MODEL NUMBER • 1401 ■ RWS-B-C-1401 0 EfB-CP-NP-HAN SERIES • 7645 H T-113-IRR © ESP-161.tC ll!I MINI-CLIK-SG-MC-BPSW ~ PULL BOX WITH MASTER VALVE AND FLOW SENSOR WIRES .~ BACKFLOW PREVENTOR & @ POTABLE WATER METER ® RECL'JMED WATER METER ~ MASTER VALVE AND FLOW SENSOR RADIUS PRECIP. DESCRIPTION PSI GPM MIN I MAX RATE RAJNBIRD BUBBLER (SHRUB) 30 0.25 FLOOO 6.00 RAINBIRD BUBBLER WITH DEEP WATERING 30 0.25 FLOOD 1.50 BUBBLER ASSEMBLY AND CHECK VALVE. (TREE) RAINBIRD REMOTE CONTROL VALVE NELSON QUICK COUPLING VALVE (NON-POTABLE) NIBCO GATE VALVE (LINE SIZE) RAINBIRD CONTROLLER (WALL MOUNT) HUNTER RAIN SWITCH WITH SECURITY ENCLOSURE AND OVERRIDE SWITC& BY OTHERS 5 BY OTHERS BY OTHERS BY OTHERS BY OTHERS POTABLE WATER METER FOR THE BUILDING f'--/''-"--"--';-+-i/"'i--f'-Yl'-f'-.../'.....,,.....,,....__"-.../''--"...,,,.____.r....../'___,...._,......,,...~ 2-4" SL.-,+i~ I I I ,r ' CONTROLLER & STATION NUMBER C NOTE: SHRUB BUBBLER LOCATIONS AND QUANTITIES ARE APPROXIMATE. ACTUAL LOCATIONS AND QUANTITIES SHALL BE FIELD DETERMINED TO CONFORM WITH FINAL PLANTING. IRRIGATION CONTROLLER 'C' -WALL MOUNT IN UTILl1Y ROOM. SERVICE WITH 12D VOLT AC. ELECTRICAL. ELECTRICAL STUB-OUT TO THIS LOCATION SHALL BE PROVIDED UNDER ELECTRICAL CONTRACT. 1-4" SL. 1-6" SL. I "' I I 4" SL 2" SCHEDULE 40 PVC CONDUIT FOR LOW VOLTAGE CONTROL WIRES FROM CONTROLLER TO PLANTER. BUBBLER LATERAL PIPE SIZING Q1Y OF BUBBLERS 1 -10 1 1 -20 21 -35 36 -60 61 + 2• SL. LINE SIZE 3 " ,/4'. 1 " 1 1 " ~ 1 1 " /2 2" C-7 1" 2 C-6 1· 6 CONNECT NEW IRRIGATION MAIN LINE TO EXISTING 2" MAIN LINE ----11r-~ STUB-OUT. IRRIGATION DEMAND: 25 GPM @ 75 PSI. STATIC WATER PRESSURE AT THE METER IS 85 PSI. SYSTEM IS DESIGNED TO 75 PSI AT THE STUBOUT. FIELD VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. IF ACTUAL WATER PRESSURE DIFFERS FROM THE STATED PRESSURE, CONTACT ARCHITECT FOR DIRECTION AND POSSIBLE REVISION. EXTEND MASTER VALVE CONTROL WIRE AND FLOW SENSOR WIRE TO CONTROLLER 'C'. DICKSON & ASSOCIATES, INC. LANDSCAPE IRRIGATION w.R1Y DICKSON, ASIC TEL(5JO) 547-551.S FAX(530) 547-5513 P.O. BOX 415 PALO CEDRO, CALIFORNIA 96073 2" SL 2" IRRIGATION MAI LI AND STUB-OUT-(BY 6 0 I I I I I I L I I 1. 1! I I I \t I I / . I & I ~===~----------------~ -,,, APPROXIMATE FLOW (GPM) REMOTE CONTROL VALVE SIZE MAIN LINE: 1120-SCHEDULE 40 PVC PLASTIC PIPE PURPLE IN COLOR AND PERMANENTLY MARKED FDR RECYCLED WATER WITH SCHEDULE 40 PVC SOLVENT-WELD -\4-: SL~ FITTINGS. 24" COVER. LATERAL LINE: 1120-SCHEDULE 40 PVC PLASTIC PIPE PURPLE IN COLOR AND PERMANENTLY MARKED FOR RECYCLED WATER WITH SCHEDULE 40 PVC SOLVENT-WELD &; 11/2" I • I I 11 /2" .F. CHANG'S IRRIGATION MAINLINE FOR CONTINUATION SEE RIGHT. 8' 16' 24' C-4 FITTINGS. 18" COVER. SLEEVING: 1120-SCHEDULE 40 PVC PLASTIC PIPE PURPLE IN COLOR AND PERMANENTLY MARKED FOR RECYCLED WATER. 24" COVER. SLEEVING B E Pl E I N SLEEVE. t------w---------1 POTABLE WATER LINE BY OTHERS ---------Rvv-------RECLAIMED WATER LINE BY oTHERs --------t S--------FIRE SERVICE LINE BY OTHERS , ,---------_J I I I I I I I I I I I I --r I ' I FOR CONTINUATION SEE LEFT. NOTE: PIPING BETWEEN IRRIGATION METER AND BACKFLOW N.I.C. REFER TO CARLSBAD PASEO DWGS. SHT. L-3.02 IRRIGATION POINT OF CONNECTION NOTE: IRRIGATION POINT OF CONNECTION TO WATER MAIN PROVIDED AND SEPARATELY METERED FOR IRRIGATION USE IS SHOWN ON THIS SHEET IN ACCORDANCE WITH THE CITY OF CARLSBAD REQUIREMENTS. FOR FURTHER REFERENCE ANO CONTINUATION, PLEASE REFER TO SHEET A1.2 ANO CIVIL REFERENCE SHEETS 7 OF 8 AND 3 OF 11 (AS REFERENCE OF ARCHITECTURAL COVER SHEET). IRRIGATION AS-BUILTS '----,A----····-···---·-·-·-·-r--·-·-· FINAL IRRIGATION AS BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY ANO FINAL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO PLANNING DEPT. SIGNING PERMIT CARD. IRRIGATION MAIN LINE AS SHOWN ON SHEET L-3.02 CARLSBAD PASEO LANDSCAPE IRRIGATION DRAWINGS _ __,, PREVENTOR &;BACKFLOW (BY OTHE X FROM MASTER RS) OTHERS)-BOTH CONTROLLER ~--·-.. -,. .. A . . . I [ . . Kt,~ ~ ,~ ~ I i\05.11.09 CITY COMMENT 1 >\ 04 28.09 CITY COMMENT I'' 04.20.09 CITY COMMENT 3 03.09.09 PER OWNER / LANDLORD 2 12.05.08 RESUBMIT FOR PERMIT MASTER VALVE AND FLOW SENSOR- (BY OTHERS) WATER METER AND POINT OF CONNECTION EQUIPMENT BY OTHERS AS SHOWN ON SHEET L-3.02 CARLSBAD PASEO LANDSCAPE IR~GATION DRAWINGS. POTABLE ' ft~fi1~ti1B~f BfiRTED .· METE~ ~ ~~~~RE I ~D SYST M OM ,'Av. V.B~ CJ . . ----. . .. CT~: & ·-~1() '· """"""'""~""' ,,,@~,~'~•-"''·=~"'•" @=•~·~·@~•~·" I SH~ET I I!!_ --- &; SEE IRRIGATION SPECIFICATIONS. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA 11 AS BUIL T11 L.A. EXP. DATE REV!Ew'ED BY• INSPECTOR DATE CITY OF CARLSBAD LTI PLANNING DEPARTMENT 2 IT .. --··-tUtt: C H I N A B £ I s T R 0 Paseo Del Norte Carlsbad, CA I APPROVED: /--r..,.:f ~( &-. lclL--tt- I c.. .-z,; . ...., PLANNING IRRIGATION PLAN 1 08.22.08 BLDG RESPONSES DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION CUP 07-03 460-1M OTHER APPROVAL CITY APPROVAL RVWD BY: PF CKANGS CARLSBAD/1/J0B/08-234/ l1.2-RJ-24-J5 / L1.2 /SYMBOL SIZE: 911 /04-1eJ-2009 CK c:, \llRA-FII.ES\TI,U: SHaTS';i\ro~ .. t"':~!Elil'~M/bJ-"__,,.___,,.___,,.___,,.__....,,.._....,,.._....,,.._....,,..__,..__,..__,..__,..._,.._,.._,.._,...__,,- 1 l j ,14: 1 ; !" I, I i'·! i 4, 5. INSTRUCTIONS: 1. STRIP WIRES APPROXIMATELY 1/2" (12.7 MM) TO EXPOSE WIRE. 2. TWIST CONNECTOR AROUND WIRES CLOCKWISE UNTIL HAND TIGHT, DO NOT OV!:RTIGHTEN. 3. INSERT WIRE ASSEMBLY INTO PLASTIC TUBE UNTIL WIRE CONNECTOR SNAPS PAST LIP IN BOTTOM OF TUBE. 4. PLACE WIRES WHICH EXIT TUBE IN WIRE EXIT HOLES AND CLOSE CAP UNTIL IT SNAPS. 5. INSPECT FINAL SPLICE ASSEMBLY TO BE SECURE AND FINISHED. 18" WEATHERPROOF SPLICE ASSEMBLY NOT TO SCALE SHRUB-~ BUBBLER---... FINISHED GRADE -~ 1 /2" IPS FLEXIBLE PVC HOSE (.840 O.D.) USE ONLY IPS WELD ON I 795 SOLVENT CEMENT ON THIS HOSE. 0 --1/2" SCHEDULE 80 PVC MALE ADAPTER (GRAY) '--SxSxT SCHEDULE 40 PVC TEE OR SxT ELL IN PVC LATERAL LINE SHRUB BUBBLER WITH FLEXIBLE RISER NOT TO SCALE VALVE CONTROL WIRE -PROVIDE 3M DBY SEAL PACKS AT ALL SPLICES AND 36" OF EXCESS UF WIRE IN A 1 • DIAMETER COIL POLYURETHANE 1.0. TAG WITH CONTROLLER AND STATION NUMBER-----... POLYURETHANE NONPOTABLE WATER WARNING TAG----~ FINISH GRADE -----._ REMOTE CONTROL VALVE WITH FLOW CONTROL AND MANUAL BLEED --~..._ SCHEDULE 80 PVC THREADED FITTINGS (AS REQUIRED) ---,r:;:;~:::::i.~-...::::~E5~ PVC MAINLINE UPC APPROVED SCHEDULE 4D PVC TEE SCHEDULE 80 PVC THREADED UNION----~ ~-RECTANGULAR PLASTIC VALVE BOX WITH BOLT DOWN LID. ONE VALVE PER BOX -NO EXCEPTIONS. INSTALL BOX AS SHOWN IN BOX INSTALLATION DETAIL TOP DIMENSION: 12" X 17" (12" DEEP) SCHEDULE 40 PVC MALE ADAPTER LOWER LATERAL LINE WITH SCHEDULE 40 PVC 45• ELLS 18" ,.,...,__,J 24" PEA GRAVEL -4• DEEP BELOW VALVE (NO SOIL IN VALVE BOX) REMOTE CONTROL VALVE 24" CARSON INDUSTRIES 910 PLASTIC VALVE BOX , 6" PVC PIPE----._ SCHEOULE 80 PVC THREADED NIPPLE (TWO TOTAL) --~1 NOT TO SCALE 3• 11 FINISH GRADE PEA GRAVEL BRICK -2 TOTAL ~-POLYURETHANE NONPOTABLE WATER WARNING TAG _,,---GATE VALVE SCHEDULE 80 PVC THREADED UNION (TWO TOTAL) PVC MALE ADAPTER GATE VALVE NOT TO SCALE NOTE: QUICK COUPLING VALVE FOR NON-POTABLE WATER--, POLYURETHANE NON-POTABLE WATER WARNING TAG----..._ SCHEDULE 80 PVC THREADED NIPPLE PEA GRAVEL---, STAINLESS STEEL PIPE CLAMP BRICK-2 TOTAL-----...._ 10• LONG SCHEDULE 80 PVC THREADED NIPPLE-------.._ UPC APPROVED SCHEDULE 0 PVC TEE OR ELL---~ QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED USE. 2• SIDE VIEW ~-ROUND PLASTIC VALVE BOX WITH BOLT DOWN LID. TOP DIMENSION: 1 o• ~-FINISH GRADE 24" ~ ....___ #J REBAR 36 • LENGTH ~-PVC MAN LINE NOTE: NIPPLES AND FITTINGS TO BE SAME SIZE AS VALVE IPT INLET THREAD SIZE. QUICK COUPLING VALVE NOT TO SCALE ROUND PLASTIC DRAIN GRATE (BLACK) I 1a· I ~ BUBBLER______,,,..,,,, "il!:J''! SWING PIPE,-~ ~] 1 'I,- " I I L_J 1----TREE FINISH GRADE TREE ROOT BALL '---+--4• x 36" SYSTEM WITH BUBBLER, 12• SWING ASSEMBLY, GRATE AND ~• MALE NPT INLET. TREE BUBBLER ASSEMBLY NOT TO SCALE 10" ROUND VALVE BOX FOR QUICK COUPLING VALVE\ 8 12• 12• ~-12• X 17" RECTANGULAR VALVE BOX --=--1 WARNING TAG T, CHRISTY I VALVE BOX NAME PLATE NO. 3800 AIFFIX TO BOX 12" [:(NON-POTABLE WATER caJ U_ caJ LID. (TYPICAL) 12" lYPICAL ~EDGE Of LAWN, WALK, FENCE, CURB, ETC._/ TOP VIEW 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE. 2. SET BOXES 1 • ABOVE FINISH GRADE OR MULCH COVER IN GROUND COVER/SHRUB AREA AND FINISH GRADE IN TURF AREA. 3. SET RCV AND VALVE BOX ASSEMBLY IN GROUND COVER/SHRUB AREA WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GROUND COVER DOES NOT EXIST ADJACENT TO LAWN, 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE Of LAWN, WALK, FENCE, CURB, ETC. 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. 5. INSTALL EXTENSION BY VALVE BOX MANUFACTURER AS REQUIRED TO COMPLETELY ENCLOSE ASSEMBLY FOR EASY ACCESS. 7. INSTALL T. CHRISTY RECYCLED WATER VALVE BOX NAME PLATE -MODEL NUMBER 3800. VALVE BOX INSTALLATION NOT TO SCALE ~ WARNING-"iff',~--- TAPE MAIN LINE.-=· :rm. SUPPLY WIRING --!11"1 WIES; JOINT TRENCH ill ill 1a· MAIN SUPPLY LATERAL 1, ALL PLASTIC PIPING SHALL BE INSTALLED IN THE TRENCH IN A SERPENTINE MANNER AS PER THE MANUFACTURER'S SPECIFICATIONS. 2. ALL SUPPLY LINES TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 3. TAPE AND BUNDLE TUBING OR WIRING AT 10 FEET INTERVALS. 4. ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES. 5. BACKFILL MATERIAL SHALL BE THE EARTH EXCAVATED FROM THE TRENCHES, FREE FROM ROCKS, CONCRETE CHUNKS, AND OTHER FOREIGN OR COARSE MATERL'<LS. CAREFULLY SELECT BACKFILL THAT IS TO BE PLACED NEXT TO PLASTIC PIPE TO AVOID ANY SHARP OBJECTS WHICH MAY DAMAGE THE PIPE. TRENCHING DETAIL NOT TO SCALE &TmTSI.JFfACE--~ //2"//&&'ff,1/ffe~#/4f¥Jf%1,1/ffi/2½1///2½1/f#? FOT.11:U eeRta LIE ----, )S FEET {SfE ~ DRAIII~ l a• HNll'U11"£Glil!i£0 ~ 5EPAAATICW --1 FiEcrct.ED UIATER IFIRk:iATIGW HAN.N! llll st.m1: ___y . NOTE, .;LL FIEC!'Cl.J:D UIATER mGAT!al Pf!! /W 51.1:EYES 511,11.!. 6E Flffl.E .® LAIUP M SFECFIEP N. 'S!A'C,i,D ffCFICATICNS !'CR f'RJYAT! ~Tlal SYSll:M&' 'CN<l.eeto FiECUl'IATICW IUE& A'C lsfGIJ..ATICNS !'CR CCNS~ Cf FiEC!'a.J:D lll4TER MAll>W OCTOE.lER l'lS3 Q POTABLE MAINLINE CROSSING elDEUW.K -----. r-r-HETER 60X llll MmR 2-4' Cll!s5--~ FO!Aal: 5ER,'ICI: LtNE ~• MJH..11 --""~M=""" lo,,.,.., HAIU£ "'""' •~ - RECYCLED UIATER ll'J<IGATIGll MAINLINE llll 51.EE'v1: ~ ',fRTICA!. Cl.EAAl>la Cf ~• MIN111.11 IS 11.lWATORY IIJ.tN Cls0$51N:J PA11l Cf A FO!/.f!LE UIAJER LINE. INeTPI.LATIGll Cf RECYCLED UIATER l~TICN MAINLINE 24' Fro1 FACE Cf SIDE\ll,II.K WILL ffi?YIDE Tl£ NECE~ lei' lffllZOOPI. ~ Fro1 FO!Ael.E MAINLINE IN eTREl:T. POT ABLE. SERVICE LINE CROSSING DICKSON & ASSOCIATES, INC. LANDSCAPE IRRIGATION MARTY DICKSON, ASIC TEt.(530) 547-5515 FAK(530) 547-5513 P.O. BOX 415 PALO CEORO, CALIFORNIA 96073 IRRIGATION DETAILS 120 VOLT ELECTRICAL SERVICE IN RIGID STEEL CONDUIT 120 VOLT ELECTRICAL SERVICE TO CONTROLLER LOCATION TO BE PROVIDED UNDER ELECTRICAL CONTRACT 120 VOLT LOCKABLE ON/OFF SWITCH PROVIDED UNDER IRRIGATION CONTRACT -~ □= = .,,---INTERIOR WALL ,--PVC GRAY ELECTRICAL CONDUIT FOR LOW VOLTAGE CONTROL WIRE FROM CONTROLLER TO PLANTER SHALL BE PROVIDED UNDER ELECTRICAL CONTRACT. .. NOTE: PAIi-iT ALL CONDUITS TO MATCH WALL COLOR. INTERIOR WALL MOUNT CONTROLLER ON ROOF ... ' NOT TO SCALE RAIN SWITCH * TYPICAL CONTROLLER a i I STATKlNS . . . . . . . . VALVE COMMON($) TO VALVES WIRING PV\GRAM RIGID STEEL CONOUIT FROM CONTROLLER TO RAIN SWITCH WliS;. [jl A IN VANDAL LJ RESISTANT ENCLOSURE ON ROOF (SG-MC) 1. INSTALL MINI-CLIK RAIN SWITCH ON ROOF. FIELD DETERMINE LOCATION. RAIN SWITCH INSTALLATION NOT TO SCALE PAVING AND CURBING SEE CIVIL DRAWINGS--,,. •••• 1m11111' ~-+-,----,---,.,--,---.-.,--,,----,. ~. _,,. . ...,....,--. --:, •. --:,--:."°';1• .,. ·.· I, 11IfT;; NOTE: ..... ~ "· , . FINISH GRADE SLEEVE IS TO EXTEND 18 • BEYOND CURB OR SIDEWALK PAVING. L'i•~•'.J· ---15~· --~ ~-IRRIGATION SLEEVE IRRIGATION CONTROL. WIRING PVC LATERAL OR MAINLINE SLEEVING INSTALLATION NOT TO SCALE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA • ■ ■ IJ KELLER MITCHELL & CO. Landscape Architecture 302 Fourth Street Oakland, CA 94607 T 510.451.9987 F 510.452.9987 SHEET 6 JJAS BUILTJJ L.A. __ _ EXP. ___ _ REVIEWED BY: INSPECTOR CITY OF CARLSBAD PLANNING DEPARTMENT DATE DATE SHEETS 12 s □4.27.09 cITY coMMENT Paseo Del Norte Carlsbad, CA l-'tt'""o4"".20"".oc.:.9-'-c1:ccTY....:;c""oM"'M"'-EN'--T ===----------t----t---t---t------1 I APPROVED, 1,.,, '· _' lr-.... 11 .i.. , .,,,,, __ _ 03.09.09 PER OWNER / LANDLORD •..-c..'<· l _ r:;.•1.-,611 !,2'. ..... , -1 2 12.05.08 RESUBMIT FOR PERMIT PLANNING I 08.22.08 BLOG RESPONSES DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY AIPPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. CUP 07-03 DRAWING NO. 460-1M \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ! -_J \ \ 1-TIP TIP \ \ 1-TIP TIP 9-RHA WHI ' \ \ \ \ V . • \,._ ..... --•·..:.'. .. -••·------··--· ! ·--· r----20' WA TEA EASEMENT (TYP) Cj, ,~ ◊''(, -',v" 4'c>s._' A◊' + 6-CLY CAL 4-CEA CON ---------------~ 6-ROS BLU 15-LIM PER ~·---ww, \ 14-ROS NOZ + 2-PRU KRA + + I , -ti I & LAN MON LEGEND + 80 ■ GAL CONT HT SPD CAL LAN MON 5-TIB URV & 4-RHA WHI 12-GAR AUG ...---------r + '\-''-r-=c-42 STA 0¥Z & 7-AZA KUR 9-LIR MUS + TREES SHRUBS GROUNDCOVER, TYP GALLON CONTAINER HEIGHT SPREAD CALIPER l /\ ◊- 3-ROS BLU & LAN MON I & 8-CEA CON -+-~ 1-MEL LEU ... ,--7 60-LIR GIG & r-"·-RHA WHI & 23-LIM PER PLANT MATERIAL KEY AND SCHEDULE OF SIZES SYMBOL BOTANIC NAME COMMON NAME SIZE HT /SPRD/CAL QUANT • MEL LEU MELALELICA CAJEPUT TREE 24" BOX fi-<J/4'/ 3"-4" 5 LEUCADENDRON PRU KRA PRUNUS C. 'KRAUTER PURPLE PLUM 24!' BOX 7-fi/4'/ 3'' 3 VESUVK)US' AHA MAJ RHAPHIOLEPIS 'MAJESTIC STANDARD INDIA 15 GAL 7'/3'/ 3• 4 TIP TIP TIPUANA TIPU TIPU TREE 24!'BOX <J/4-81 3-4" 5 AZA KUR AZALEA K CORAL KURUME AZALEA 5 GAL 14 BELLS' CEA CON CEANOTHUS 'CONCHA' WILD LILAC 5 GAL 14 GAR AUG GARDENDIA A 'CHUCK GARDENIA 5 GAL 12 HAYES' LIM PER UMONIUM PEREZII SEA LAVENDAR 1 GAL 39 UR MUS URIOPE MUSCARI BIG BLUE LILY TURF 1 GAL I -41• f--'--~ --------------7 ~ AHA WHI RHAPIOLEPIS I, WHITE INDIA HAWTHORN 5GAL ENCHANTRESS' 4-MEL LEU 48-ROS NOZ& 8-STR REG + L ____ J 11-ROS BLU -~ & 31-UR MUS ~.j? = 4-TIB URV 1-PRU KRA +-t--<--1u-RHA WHI 20-LIR MUS & ~-7-AZA KUR 0 ' ' ' • ' ' ' ' ' ' ' ' i " ' ' 8' 16' PLANTING PLAN 24' I I I I ROS BLU ROS NOZ ROSMARINUS BLUE SPIRES' ROSE 'NOZOMI UPRIGHT ROSMARY 5GAL 21 WHT. CARPET ROSE 5 GAL 68 -LIA GIG STA BYZ STACHYS BYZANTINA LAMBS EARS 1 GAL 43 ,---1-TIP TIP 10-LIR GIG STA REG STRELIZIA REGINA BIRD OF PARADISE 5GAL TIB UR\/ TIBOUCHINA URVILLEANA PRINCESS FLOWER 5GAL VINE PURPLE TRUMPET 5GAL CLY CAL CLYTOSTOMA CALUSTEGK)IDES VINE LAN MON LANTANA LANTANA LIA GIG LIRIOPE GIGANTEA 2'0.C, PLANTING NOTES t INSTALL A 3 INCH DEEP LAYER OF MULCH OVER ALL AAEN3 TO BE PLANTED 'MTH SHRUBS AND GROUNDCOVEA: TAPER TO ADJACENT GRADE AT EDGES. r-,;r-'.,,--...,.----.,----.,,-v,-.,,,-....,,,..--.,---.,;---v-v---.,,--.,,......_,.-.,,.,,-..,,----.,,-v,-.,,,-....,,,..--.,---.,;---v-v---,,. 4 2 FURNISH & INSTALL LINEAR ROOT BARRIERS PARALLEL TO WALKS AND BUILDINGS WHERE TREES OCCURING WITHIN fJ OF PAVING. 3. ALL PLANTING AAEN3 TO BE IRRIGATED BY AN AUTOMATIC IRRIGATION SYSTEM 4. ALL PLANT SPECIES SPECIFIED IN THS PROJECT HAVE A LOW/MEDIUM WATER USE CLASSIFICATION AND HAVE BEEN CATEOORIZED />S DROI..K3H TOLERANT WITH THE EXCEPTION OF THE AZAELEA K "CORAL BELLS", SOURCE: 'A GUOE TO ESTIMATING IRRIGATION WATER NEEDS OF LANDSCAPE PLANTINGS IN CALFORNIA" />S PREPARED BY THE UNIVERSITY OF CALIFORNIA COOPEPATIVE EXTENSION, 5. 'v\lHERE GROUNDCOVER SPECIES ARE HERBACEOUS AND NOT WOODY, SHRUBS HAVE BEEN PLANTED TO COVER A MINIMUM OF m OF THE GAOUNDCOVER AT MATUATY, 6. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHTECT PROA TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHTECT CAN REVIEW THE PRO..ECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN UTILITIES FROM VIEW, 7, PRIOR TO PLANTING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON TI,E SITE TO REPRESENT AN ADEQUATIE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOL TESTING LABORATORY (PRE-APPROVED BY THE CIT\1. THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWll'.'G: OOGA.NIC MATTER CONTENT, NP.I<. pH,EC, SOIL TIEXTURI; RECOMMENDATIONS FOR AMENDMENTS, LEACHING AND MAINTENANCE FERTNJZATIONS THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SU8MITTED TO AND APPROVED BY 11,E OTY, tHE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTIRUCTION AND SHALL BECOME PART OF l11E APPROVED PLANS ■ II II KELLER MITCHELL & CO. Landscape Architecture 302 Fourth Street Oakland, CA 94607 T 510.461.9987 F 510,462.9987 7 4 4 8 8 (2) PER TRELLIS 122 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILT" LA, __ _ EXP, __ _ DATE REV!Ew'ED BY• INSPECTOR DATE CITY OF CARLSBAD PLANNING DEPARTMENT 12 s ~P.F: CWAN,-,,--6,.......... C H I ¼-' A B I S T R 0 o4.2B.o9 c1TY COMMENTS Paseo Del Norte Carlsbad, CA REVISION DESCRIPTION 04.20.09 CITY COMMENTS I APPROVED ( f-=;i;3~occ3,:,::09"".09c..:P.=ER.,_O:::::WN:c::E:'.'-R '--"'LA::.:,ND""LO""RD,:__ ____ -+---f--t---+----1 : /1..{:::\ ~. ~,~ ~ ·t'?--""'I l-"is2""1"'°2.,,.,05"-".0"--B ,,,RE="SUc>e'B,ecMIT'-'-"FOc,_R .,_,PEa,:RMe,clT,.__ ____ +--t--t--+--i ;;;· PL:::A;::;:NN::;;IN:;:'G===;-;::::======:::::;;:===::::::! f-'-'.1.._0esBce.2""2.0es8c..sB=LD=G-"R=ES"'-P=ON=SE=S~------ll------+----+--:-=~l--:-:c-i OWN BY: __ PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY 1---~--+---~---1 : --CUP 07-03 OTHER APPROVAL CITY APPROVAL RVWD BY: 460-1M \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ :;:.t _+ II ---~-, "+, _.,.,._-, II , /' 'I * ' --"'---'" ' ~-·,p·-·1--· , L,, _ _._ ~.,,u V :H "'----10-RHA \Vi.,,J! +-I I r--31iOS BLU I LAf'! h/ON \ I --4-MEL !_EU --48-l'iOS NOZ ~ -8-STi'l HEG 0 8' 16' 24' WATER CONSERVATION PLAN LEGEND NOTES & ZONE 1 PLANTS: 2'k)sf TOTAL ALL ZONE 1 PLANTING OCCURS AT Tl-IE ENTRY TO Tl-IE RESTAURANT: AN IMPORTANT VISUAL />REA Tl-IE PLANTNG IN Tl-llS AREA LIES AGAINST Tl-IE SHADIER NORTI-IEAST SIDE OF Tl-IE BUILDING, Tl-lUS REDLCING WATER NEEDS. Tl-IE ZONE 1 FtANTS ARE ~PED SUCH THAT ADDITIONAL MAINTENANCE IS CONFINED. ZONE 2 FtANTS: 3150s! TOTAL£ 1. Tl-lERE ARE NO lURF AREAS PROPOSED FOR Tl-llS PROJECT, 2. ALL PLANT SPECIES CHOSEN FOR Tl-llS PROJECT HAVE A LOW/MEOW WATER USE a.ASSIFICATION WITI-IIN Tl-IE CARLESBAD SOUTH COASTAL ZONE AND HAVE BEEN CATEGOAZED AS DROUGH TOLERANT Vvill-1 Tl-IE EXCEPTION OF THE 14 AZAELEA K "CORAL BELLS" FtANTS SOURCE: "A GUIDE TO ESTIMATING IRRIGATION WATER NEEDS OF LANDSCAPE PLANTINGS IN CALFORNIA' AS PREPARED BY Tl-IE UNIVERSITY OF CALFORNIA COOPERATIVE EXTENSION. 3. ALL PLANTNG AREAS ARE COVERED Will-I A 3' DEEP LAYER OF MULCH, Tl-llS REDLCES BOTI-1 MANTENANCE M'EEDING) AND EVAPOPATION. 4. ALL PLANTING AREAS TO BE IRRIGATED BY AN AUTOMATIC IRRIGATION SYSTEM DESIGNED TO MIINIMIZE OVERSPPAY AND PROVIDE EFFICIENT AND PROGRAMMABLE IRRIGATION TO Tl-IE FtANTS APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA II = ID KELLER MITCHELL & CO. Landscape Architecture 302 Fourth Street Oakland, CA 94607 T 510.451.9987 F 510.452.9987 5 L.A. __ _ EXP, ___ _ REv1EWEDBY: DATE DATE SHEETS 12 C H f-Fr A CWf-~¥~ R 0 5 042ao9 c1TY oMMENTs Paseo Del Norte Carlsbad, CA 04.20.09 CITY COMMENTS I APPROVED: / ✓. / ,u_ 1-!aj?03:!:!.0~9.""09~P==ER~OWN~ER'--'/~Lc'::AN'!!cD~LO~RD;__ _____ l---1---l---l----1 ,'2'---::":::\ 4:-tll-&>11 G::,·1'?· o') i-'e2~12'cc.0!25~.08<:!.J:'.!RE2SU,!!B!r,,M!_i_lT_r:,F<;!OR<_Pt:!E~RM!!!,IT!__ _____ l---l---l---i----1 ~P~LA~N~N~IN~G===::;-;::===:::::::::::::;:::::::::::==:::::;;:===~ 1 OB,22-08 BLDG RESPONSES OWN BY: ___ PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ---CUP 07-03 460-lM OlHER APPROVAL CITY APPROVAL RVWO BY: REVISION DESCRIPTION ~L - <O ~-0· ~ ~----#4@12''0CEW F,G,: 6" 1 V2" GROUNDCOVER R 1/4" 3/4'' LAWN AREAS MULCH BERM ROOT BALL COMPACTED SUBGRADE AGGREGATE BASE FG BACKFILL MIX COMPACTED SITE SOIL WARNING TILES MORTAR BED 2"x2" 16GA GALV 4@ 12''0CEW MESH 3 #4 CONT ADJACENT Alig, w Curb I PAVING Refer To lvi Dwj '-JI' 4 4. ,.:,;::_ =s-J= ~=~=#=:::.~~:;;i_ 4" 6" COMPACTED SUBGRADE AGGREGATE BASE ,., 3/8" ,., f f11a"R . . . . . . . . . . . . . ' . . . .................. ................ ................ :::::::::::::::::::::::::::::<1:,_ t-----t-------~ SEALANT '."" ... '''.'' .. .................. ... , .. ,,., .. , .. ,. ......... , ....... . . . . ' . ' " .. ' ' . ' ' " ........... , ..... . ¾--'.',"".'"'',''''','. EO NOTES: 1-6" ~~ BREAKER PVC CAP EXPANSION MATERIAL #4 SMOOTH DOWEL AT 18"o.c., CAP ONE END W/ CARDBOARD DOWEL SLEEVE AGGREGATE BASE COMPACTED SUBGRADE JOINTS GROUNDCOVER PLANTS AT SPACING INDICATED EDGE OF PLANT AREA MULCH COVERS ENTIRE PLANTING AREA PLANTING ALL TREES WITHIN 5'-fJ' OF PAVING SHALL HAVE ROOTBARRIERS, ROOT BARRIER SHALL BE DEEP ROOT CORP. #UB24-2 ROOT BARRIER SHALL EXTEND 1fJ-O' IN EACH DIRECTION FROM TREE TRUNK THE CENTER OF TREE TRUNK ROOT BARRIER --- TO BE INSTALLED PER MANUFACTURER'S REC. ,_ JJ ~+----SIDEWALIK < PLANTING AREA BACK OF CURB '---ROOT BARRIER u NOTES TREE ROOT BALL BACKFILL MIX COMPACTED SITE SOIL GEOTEXTILE FABRIC 8"DIA HOLE; FILL W/ DRAIN ROCK 1. GEOTEXTILE MATERIAL TO BE MIRAFI 140NC, SEE SPECS, 2 REFER TO TREE PLANTING DETAILS FOR PLANTING AND STAKING REQUIREMENTS. DETAILS-L 7.1 • N ______ "THE REDDY STAKE" POLE ______ T-BAR ROD, HEK3HT AS REQUIRED. 3" SEE SPECIFICATIONS. -~~~ UV RESISTANT VINYL STRAP. ~~-FOLD AND SECURE AS SHOWN. ~-TREE TRUNK ~--ZIP TIE (3) -6=<~---------T-BAR ROD. HEIGHT AS REQUIRED. SEE SPECIFICATIONS. "THE REDDY ST AKE" SYSTEM. SIZE 1(----11------------AND INSTALLATION PER SPECIFICATIONS. ,----------~TAB AND ANTI-ROTATION PIN. MULCH BERM ROOT BALL INSTALL TAB 2-4" BELOW GRADE NOTE: TREE STAKE TO BE LOCATED ON PREVAILING WIND SIDE FERTILIZER TAB BACKFILL MIX COMPACTED SITE SOIL SCHEDULE OF PLANTING HOLE SIZES: CONTAINER SQUARE HOLE HOLE DEPTH SIZE WIDTH 24" BOX 5'--0" 12" BELOW ROOT BALL 15" GAL ~-0· 12" BELOW ROOT BALL 5GAL 2'-0" 6" BELOW ROOT BALL 1 GAL 16" 6" BELOW ROOT BALL APPROVED FOR IRRIGATION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA ■ KELLER MITCHELL & CO. JJAS BUILTJJ Landscape Architecture a:iKE,l C-1927 ,;. II 302 Fourth Street L.A. EXP. DATE VY, Oakland, CA 94607 ~it; I * REVIEWED BY: I.I T 510.451.9987 F 510.452.9987 & INSPECTOR DATE I SH!ET I CITY OF CARLSBAD ~ PLANNING DEPARTh1ENT 2 I . , ... y " rvJ:<: Pfr ClJANg6 & C HI A BISTR 0 I ,, 04.28.09 CITY COMMENTS Paseo Del Norte Carlsbad, CA I f\ 04.20.09 CIW COMMENTS I APPROVED: /t-,:£{ l,-. E:J!-."* t,-,,z,::;,Jl I I '\03.09.09 PER OWNER / LANOLORO /2\ 12.05.08 RESUBMIT FOR PERMIT PLANNING /1\ 08.22.08 BLOG RESPONSES DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INl11AL CHKD BY: REVISION DESCRIPTION CUP 07-03 460-1M 011'iER APPROVAL CITY APPROVAL RVWD BY: SECTION 02701 SITE CONCIIBTE PART I -GENERAL 1.01 PROVISIONS The requirements of the Gi:.mc:ral Conditions, Supplementary Conditions, and Division 1, General Requirements apply to the work of this Section. 1.02 INCLUDED WORK Provide concrete work as shown and specified on the Landscape Drawings. The work includes: A. Final subgrade preparation and paving base. B. Concrete walks and paving. C. Colored concrete finished walks and paving. I.OJ RELATED WORK 1.04 REFERENCES A.>.'D STM'DARDS A. Reference Standards c1pply to this Section and shall be the most current edition of the following: 1. American Concrete Institute (ACJ) 211.1 "Recommended Practice for Selecting Proportions for Normal Concrete." 2. ACI 301 "Specifications for Structural Concrete for Buildings." 3. ACI 302. lR "Guide for Concrete Floor and Slab Construction." 4. ACI 304 "Recommended Practice for Measuring. Mixing and Placing Concrete." 5. ACI 305 "Recoilllilended Practice for Hot Weather Concreting." 6. ACI 306 "Recommended Practice for Cold Weather Concreting." 7. ACI 308 "Recommended Practice for Curing Concrete." 8. ACI Committee 309 "Recommended Practice for Consolidation of Concrete." 9. ACI 318 ''Building Code Requirement!! for Reinforced Concrete." 10. American Society for Testing and Materials (ASTM) C94 "Specifications for Ready Mix Concrete." 11. ASTM Specifications referenced for materials specified herein. 1.05 QUALITY ASSURANCE A. All site concrete work shall comply with 1hese spccificatiom and all applicable sections of the above named References and 'Standards. B. Design Criteria: 1. Concrete: ACI 301, Chapter 3. 2. Formwork Design: The contractor shall assume all responsibility for the safety of the fonnwork and shall provide all neeessary design, construction, materials and maintenance to produce the required concrete work safely. C. Testing: Performed by a qualified independent testing laboratory selected and paid for by the Owner. The cost of re~testing rejected work shall be deducted from the amount due the Contractor for work under this section. D. Record of Work: Maintain field records of time, date of placing, curing, and removal of forms of concrete in each portion of work. Such record shall be available to the Architect for examination at any time. E. Sample Panels: Before installing concrete work, provide sample panels, of all specified finishes, minimum 3 feet x 3 feet, using specified materials. Show color, texture, pattern, edging, and joint treatments. Correct and rebuild sample panels until Architect's acceptance of the work. Retain panels dlll1llg construction as a standard for completed concrete paving work. F. Do not change source or brands of cement and aggregate materials during the cow-se of the work. 1.06 SUBMITTALS A. Mix Designs: Submit concrete mix designs for each required concrete type. Obtain the Architect's written approval before placing concrete. B. Reinforcement Shop Drawings: Indicate bar sizes, spacing, locations and quantities of reinforcing steel and wire fabric, bending and cutting schedules and supporting and spacing devices. C. Product data: 1. Submit complete materials list of items proposed for the work. Identify materials source. 2. Submit admixture, curing compound, retarder, and accessory item product data. 3. Submit material certificates for aggregates, reinforcing, joint fillers and sealants. D. Submit concrete delivery tickets. Show the following: 1. Batch number. 2. Mix by class or sack content with maximum size aggregate. 3. Admixtures. 4. Air content. 5. Slump. 6, Time of loading, E. Submit concrete test reports. F. Submit minimum 8" x 8" colored concn:te samples utilizing cement and aggregate proposed for the work. G. Sealants: Submit samples and test data demonstrating that the proposed sealants will adhere to the surfaces to which they will be applied. 1.07 DELIVERY, STORAGE, AND HANDLING A. Reinforcing: Unload and store on timber skids and keep free of mud. B. Concrete 1. Hauling Time: Discharge a.11 concrete transmitted in a truck mixer, agitator or other transportation device within 1 ½ hours, or 300 revolutions of the drum after mixing water has been added, whichever is greater. C. Deliver curing materials, admixtures, and retarders in manufacturer's standard unopened containers with labels legible and intact. Store and protect from freezing and damage. 1.08 PROJECT CONDITIONS A. Work notification: Notify Architect at least 24 hours prior to installation of concrete. B. Establish and maintain required lines and grade elevations. Refer to notes on the grading plans. C. Environmental Requirements l. Cold Weather Placement: When depositing concrete when the mean daily temperatures are below 40 degrees F., comply with recommendations in ACI 306. Maintain concrete temperature at a minimum of 55 degrees F. for sections having a minimum dimension of les11 than 12 inches, or 50 degrees F. for sections having a minimum dimension of 12 inches or greater, for not less than 72 hours: after depositing. The specified non-chloride accelerator or high early strength Type m cement may be used when approved by the Architect Do not place concrete on day11 when the temperature at 9:00 a.m. is below 30 degrees F. 2. Hot Weather Placement: When depositing concrete in hot weather, follow the recommendations in ACI 305. The temperature of concrete at time of placement shall not exceed 90 degrees F. Protect to prevent rapid d,ying. D. Do not install concrete work over wet, saturated, muddy, or frozen subgrade. E. Protect adjacent work. F. Provide temporary barricades and warning lights asrequired for protection of project work and public safety. 1.09 GEOTECHNJCAL ENGINEER A. The Engineer will inspect sub grade and aggregate base prior to installation of concrete work. 1.10 LAYOUTOFllIBWORX A. A licensed surveyor or registered civil engineer shall lay out and establish all lines, level11, grades and positions of all parts of the work. PART 2 -PRODUCTS 2.01 MATERJALS A. Portland cement: ASTM Cl 50, Type 1, natural color; ACI 3012.1. B. Aggregate: Provide ASTM C33 normal weight aggregates, 1" maximum size, clean, uncoated crushed stone or gravel coarse aggregate free of materials which cause staining or rust spots; fine aggregate shall be clean natural sand; ACI 301 2.4 C. Water: Clean, fresh, and potable. D. Air-entraining admixture: ASTM C260; ACI 2.2; add as required inACI 301 3.4.1. E. Water-reducing admixture: ASTM C494; ACI 301 2.2; Eucon 'WR-75, Master Builders Pozzolith 200N, Protex PDA or equivalent. F. Integral concrete colorant: Light-fast, lime proof, finely divided mineral oxide terrazzo matrix coloring. Davis Colors; Conrad Sovig Company, L. M Scofield Company or equal G. The concrete shall not contain calcium chloride or admixtures containing more than 0.05% chloride ions or thiocyanates. 2.02 MIXES A. Provide ASTM C94 ready-mixed concrete. Batch mixing at site not acceptable; ACI 301 3.8. I. Strength: 3,000 psi minimLLID at 28 days; ACI 301 3.2. 2. Slump range: 2" to 4" maximum; ACI 301 3.5. (3" slump for integral color concrete paving) 3. Durability: ACI 301 3.4. 4. Integral concrete colorant: refer to Schedule of Landscape Construction Finishes on the drawings. B. Provide an approved water-reducing admixture in all concrete. C. Provide an air-entraining admixture in all concrete. Air content 5% to 7%. D. Indicate water added to mix at job site on each delivery ticket Show quantity of water added. Site water tempered mixes exceeding specified slump range will be rejected as not complying with specification requirements. 2.03 REINFORCING STEEL (AC! 301 S.2) A. Use 60,000 psi yield strength for #5 and larger bars; 40,000 psi yield strength for #4 and smaller bars; conform to ASTM 615 plus (SI), Deformed Billet Steel Bar!. 2.04 WELDED WIRE FABRJC (AC! 301 S.2.S) A. ASTM A185, welded plain cold~drawn steel wire fabric; 6"x 6", w 1.4 x w 1,4. 2.05 ACCESSORIES A. Aggregate Base Course: Untreated base courses shall be installed under paving where indicated in the Drawings. Material shall be 1-1/2 inch maximum size broken stone or crushed gravel conforming to 1.he requirements of Class 2 aggregate base of Section 26-1 of the State Specifications. B, Joint Filler: ASTM D1752 Type l, premolded non-extruding neoprene :,ponge rubber, thickness indicated; with removable polystyrene or PVC strip mechanically attached to the top edge, C. Expansion Joint Dowels: No. 4 smooth steel dowels; cover one end with capped cardboard dowel sleeve. D. Curing Compound: ASTM C309, non-yellowing, non-staining liquid membrane-forming type containing a fugitive dye. Chlorinated rubber compounds not acceptable for exterior use. E. Joint Sealants: Two-component polysulfide or polyurethane elastomeric type complying wii.h FS TT-S-00227, self-leveling. designed for foot traffic. F. Form Release Agent: Non-staining chemical form release agent free ofoils, waxes, and other materials hannful to concrete. PART 3 -EXECUTION 3.01 INSPECTION A. Examine the substrate under which the concrete work is to be installed. Notify the Architect, in "Writing, of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected. B. All foundation bearing surfaces shall be inspected and approved by the Geotechnieal Engineer prior to start of formwork. C. All fonnwork and reinforcing shall be reviewed and approved by the Architect prior to placement of concrete. 3.02 LINES AND LEVELS A. Finished grades shown on Plans are given in feet and decimals of feet and are to be the top of all graded or paved surfaces. Slope unifonnly between given spot elevatiorut unless olherwise indicated. B. Surfaces shall be true to within 1/8 inch when tested in any direction with a 10 foot straightedge. There shall be no pools of water standing on the pavement after arain. C. Transition between changes in vertical gradient of walks and paving shall be smooth and gradual with no abrupt or sharp changes. D. Horizontal curves and radii shall be laid out tangent to adjacent straight lines or adjacent compound curve11. Curves shall be smooth and flowing. E. Horizontal layout shall not vary more than 1 inch from dimensions indicated on the Drawings. Make minor field adjustments in the layout a11 necessary to make radii tangent and curves smoolh and flowing as indicated on the Drawings. 3.03 PREPARATION A. Preparation of Subgrade: specified in the Grading section. B. Aggregate Ba9e 1. Install under paving where indicated on the Drawings. 2. Do not install until subgrade has been approved by the Geotechnical Engineer. 3. Spread the aggregate base on the prepared subgrade to such a depth that when thoroughly compacted it will conform to the grades and dimensions shown on the Drawings. Spread and compact in accordance with Section 26-1 of the State Specifications. The fmishcd surface shall be smooth, bard, and true to line and grade. C. Remove loose material and debris from base surface before placing concrete. 3.04 FORMWORK AND REINFORCING A. General: Conform with ACI 301, Chapter 4. B. Install, align. and level forms. Stake and brace forms in place. Maintain following grade and alignment tolerances: 1. Top of form: Maximum. 1/8" in 10'-0". 2. Vertical face: Maximum 1/4" in 10'-0". C. Construct form.work carefully so that straight lines are perfectly tangent to radii, curves are smooth and flowing, and transitions between changes in vertical gradient of curbs, walls, walks and paving are smooth and gradual with no abrupt or sharp changes. D. Coat fonn surfaces in contact with concrete with fonn release agent Clean forms after each use and coat with fonn release agent as necessary to assure separation from concrete without damage. E. Locate, place, and support reinforcement as indicated on the Drawings. 1. Paving: a. Provide a single layer of welded wire fabric in all concrete slabs-on-grade, paving and walks unless otherwise indicated. b. Where indicated on the Drawings, provide reinforcing bars in concrete paving. F. Install, set. and build~in work furnished under other specification sections. Provide adequate notification for installation of necessary items. G. Install pipe sleeves for irrigation system furnished under Section 02810. Stake location of irrigation sleeves. 3.05 INSTALLATION A. Concrete Placement: (ACI 301 5.5.3) l. Comply with ACI 304 "Recommended Practice for Measlll1llg, Mixing, Transporting, and Placing Concrete", and as specified. 2, Protect concrete from physical damage or reduced strength due to weather extremes during mixing, placing, and curing. In cold weather comply with A Cl 306, "Recommended Practice for Cold Weather Concreting". In hot weath.er comply with ACI 305, "Recommended Practice for Hot Weather Concreting." 3. Moisten base to provide a uniform dampened condition at the time concrete is placed. Verify manholes or other structures are at required finish elevation and alignment before placing concrete. 4. Place and spread concrete to the fut] depth of the forms. Use only square-end shovels or concrete rakes for hand-spreading and consolidating concrete. Exercise care during spreading and consolidating operations to prevent segregation of aggregate and dislocation of reinforcement 5. Free fall shall not exceed eight (8) feet in walls and columns, or five (5) feet in other elements. 6. Place concrete in a continuous operation between expansion joint11. Provide construction joints when seetiom cannot be placed continuously. 7. Place concrete in one course, monolithic construction, for the full width and depth of concrete work. Provide minimum. 4 inch thick walks and paving, except as otherwise indicated. 8. Strike-off and bull-float concrete after consolidating. Level ridges and fill voids. Check surface with a 10'-0" straightedge. Fill depressiom and refloat repaired area!I. Darby the concrete surfnce to provide a smooth level surface ready for finishing. 3.06 JOINTS A. Construction Joints: locate and install where indicated. or if not indicated, so as to not impair the strength and appearance of the structure. I. Provide keyways at least 1~ 112 inch deep in joints in walls and between walls and footings. 2. Use _preformed metal construction joints in paving and slabs. B. Expansion Joints: 1. Scope: install expansion joints in the following locatiorn, whether shown on the drawings or not: Concrete paving: minimum 20' O.C. and at all intersections. At vertical surfaces: install joi nta without dowels at all building walls: and other vertical structures. 2. Hold joint filler straight, true to line and at proper level by stapling to 2X wood form; pour adjacent slabs separately. 3. Neatly tool edges of joint flush with removable strip. 4. Carefully remove the removable strip when concrete is sufficiently set. S. Avoid spawling tooled joint edges; any damaged e<lges shall be repaired to the satisfaction of the Architect. C. Score Marks: Tool straight lines with neatly fonncd radius edges; confonn with details shown on the Drawings. 3.07 FINlSHES A. Perform concrete finishing using mechanical or hand methods as required. Finishes shall match approved sample11. B. Integral Color Concrete: 1. Do not use magnesium floats or tools, 2. Do not use visquine for curing. 3. Do not allow ex.cessive surface water. C. Upon completion of floating, and after bleed water ha11 disappeared and concrete can sustain foot pressure with nominal indentation, cut concrete away from forms. Work edges with an edging tool Round edges to 1/4" radius. D. Paving to Receive Broom Finish: 1. Screed and float paving to a smooth, even grade in accordance with the Drawings using overhead screeds where necessary to establish flow lines or grade breaks. 2. Steel trowel to a smooth, hard finish. 3, Using a .c;tiffbroom, strike clean, crisp broom marks across paving at right angles to the length of the ramp. 4. Finish shall be uniform throughout in color and texture. E. Curbing, Headers and Dividers: 1. Neatly tool edgeg as detailed on the Drawings. 2. Bring exposed swfaces to a hard, smooth steel trowel finish and then finish with a fine hair broom to produce a uniform crisp, light broom finish parallel to the length ofheaderg and dividers. 3. Finish of curb face11 shall match finish of tops. 3.08 SEALANTS A. Work under this Section include, furnishing and installation of all sealants, backing rods, primers and associated work and materials in expansion joint11 in concrete work. B. Prime joints and instaU per manufacturers printed instructions. C. Hold sealant flush with paving swface. D. Sealant shall be smooth with no voids or irregularities. 3.09 REPAIR OF SURFACE DEFECTS (AC! 301 5.3.7) A. Patching of tie holes is required. 3.10 CURL'sG (AC! 301 S.3.6) A. Maintain concrete temperature as uniformly as possible, and protect from rapid atmospheric temperatLae changes. B, Apply curing compound in accordance with manufacturer's printed instrUL-1ions. 3.11 FIELD QUALITY CONTROL (AC! 301, Sectioo 2.3.S) A. Provide field qW:1.lity control testing and inspection during concrete operations. B, Contractor shall provide adequate notice, cooperate with, provide access to the work, obtain samples, and assist test agency and their representatives in execution of their function. C. Testing: 1. Provide slump test on first load of concrete delivered each day and whenever requested due to changes in consistency or appearance of concrete. 2. Strength testing: a. Provide 1 set of 3 test specimem for each 50 cu. yd. placed in any one day. Secw-e samples in accordance with ASTM Cl72 and mold specimens in accordan~ with ASTM C3 l. b. Test 1 specimen at 7 days and 2 specimens at 28 days in accordance with ASTM C39. c. Furnish copies of field records and test reports as follows: 2 copies to Architect 1 copy to Contractor 1 copy to Ready Mix Supplier 3. Record the exact location of the concrete in the work represented by each set of cylinders and show on test reports. 4. Provide an insulated moist box for protection of the test cylinders until shipped to the laboratory. 3.12 MISCELLANEOUS CONCRETE REQUIREMENTS A. All other concrete work indicated on the drawings and/or required to complete all the work, shall be provided and installed, even though not specifically mentioned herein. 3.13 PROTECTION A. Protect concrete work from damage due to construction and vehicular traffic until final acceptance. Exclude construction and vehicular traffic from concrete pavements for at least 14 days. 3.14 CLEANING A. Perfonn cleaning during installation of the work and upon completion of the work. B. Remove all bituminous materials, fotm release agents, curing compounds or other materials employed in the work which would prevent proper appUcafon of sealants, liquid water proofing or other specified treatments. C. Remove from site all excess materials, debris, and equipment. Repair damage resulting from concrete operations. D. Repair any damage done to adjacent work to the satisfaction of the Owner. END OF SECTION LANDSCAPE SPECIFICATIONS: 02701 & 02470 SECTION 02470 SITE Alm STREET FURNISHINGS PART I~ GENERAL 1.0! PROVISIONS Toe requirement11 oftlle General Conditions, Supplementary Conditions, and Division 1, General Requirements apply to the work of this Section. 1.02 WORK INCLUDED A. All site and street furniture, equipment and accessories indicated on the drawings and/or herein specified, including all footings, anchorages, frames and accessorie11 required to provide complete, safe and usable furnishings to the satisfaction of the Architect. I.OJ RELATED WORK: A. Section 02701 -Site Concrete 1.04 REFERENCES AND STANDARDS A. American Society for Testing and Materials, (ASTM). B. Manufacturer's printed specifications, instructions and shop details for installation of the indicated and /or specified site and street furnishings. C. Standard Specifications; where referred to in these specifications, "State Specifications" shall mean the California CalTrans Specifications, latest edition. 1.05 QUALITY ASSURANCE A. Site and Street Fwnishings work shall comply with these specificatioflll and all applicable scctiom of the above named References and Standards. 1.06 SUBMITIALS A. Submit manufacturer's product data, specifications, and installation instructions and shop details for factory fabricated item!!. B. Submit shop drawings. Include plans, elevations, and details of se1.,1ions and connections. Show anchorage and accessory items. C. Submit samples of selected colors and finishes. 1.07 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle furnishings to prevent damage and deterioration. B. Stack assembled items o:ffihe ground. 1.08 PROJECT CONDITIONS A. Coordinate work with trades furnishing adjacent work relaJed to site and street furnishing! installation. B. Provide sleeves, anchors, inserts, bolts, clips, and other items furnished under this Section and buHt in with work of other trades. C. No work shall be installed until shop drawings for the work have been reviewed and approved in writing by the Architect, and final grading and surfacing is completed. PART 2-PRODUCTS 2.0 I MA TERJALS A. Refer to the drawings for Manufacturers and Site and Street Furnishings model numbers. B. Concrete: ASTM C94 ready mixed concrete, minimum 28-day compressive strength of2,500 psi, air-entrained 2% to 4%. C. Sleeve11 for embedded items: Schedule 40 galvanized steel pipe. D. Grout: CE CRD C588, non-shrink, non-ferrou11 type; Master Builder's "EMBECO" or equal. PART 3 -EXECUTION 3.01 INSPECTION A. Examine the substrate under which site and street furnishings are to be installed. Notify the Architec..1, in writing, of conditions detrimental to the proper and timely completion of the work Do not proceed with the work until unsatisfactory conilltion11 have been corrected. 3.02 PREPARATION A. Prov:ide footings, sleeves, frames and anchorages. Furnish templates, setting drawings, and instructions for installation of sleeve11 and anchorages built into other work. B. Locate and layout all furniture, accessories and equipment items. Obtain the Architect's written approval of the layout prior to installation. 3.03 INSTALLATION A. Assemble and install site and street furnishings in accordance with approved shop drawings and manufacturer's printed instructions. B. Perform fitting required for installation. Set the work accurately in location. alignment, and elevation free ofraclc, measured from established lines and levels. Assembled furnishing! shall be firm. rigid, free of rattle, and provide maximum protection against tampering and vandalism. 3.04 CLEANING A. Perfonn cleaning during installation and upon completion of the work. Remove from site all excess materials, debris, and equipment. Repair any damage to adjacent work resulting from site and street furnishings work. B. Upon completion of installation, clean factory finished items in accordance with manufacturer's cleaning instructions. Exercise care to avoid damage to the finish coating. END OF SECTION ■ II KELLER MITCHELL & CO. Landscape Architecture 302 Fourth Street Oakland, CA 94607 E T 610.451.9987 F 610.462.9987 & I '-- SHEET 10 / >\04.28.09 CITY COMMENTS APPROVED FOR IRRIGATION AND PLANTING ONL~ INCLUDING PRECISE LOCATION OF PLANTING AREA uAS BUil Tu L.A. __ _ EXP. DATE REVIEWED BY: IN&PECTOR DA~ DCITYLA£1rG o~h~¼~TBAD SHEETS 12 ~ ,.. --,-P.;: CWAN~--:'--6 ~'--&: CH1k'A BISTRO Paseo Del Norte Carlsbad, CA I ,04.20.09 CITY COMMENTS APPROVED: i\ 03.09.09 PER OWNER / LANDLORD 2, 12.05.08 RESUBMIT FOR PERMIT /1\ 08.22.08 BLDG RESPONSES DATE INITIAL REVISION DESCRIPTION O11-!ER APPROVAL DATE INITIAL CITY APPROVAL PLANNING DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. CUP 07-03 DRAWING NO. 460-1M I SECTION 02810 IRRlGATION SYSTEM PART I -GENERAL 1.01 PROVISIONS The requirements of the General Conditions, Supplementary Conditioru1, and Division 1, General Requirements apply to the work of this Section. 1.02 WORK INCLUDED Furnish and install a complete irrigation system as shown on the Drawings and herein specified. 1.03 RELATED WORK A. Section 02930 -Tree, Shrub, Vine and Groundcover Planting B. Section 16010-Division 16 -Electrical 1.04 REFERENCES A. Unifonn Plumbing Code -Latest edition B. National Electrical Code -NEC, latest edition C. Safety and Health Regulation, for Construction, Department of Labor. 1.05 QUALITY ASSURANCE A. Perform Irrigation System work in accordance with the Uniform Plumbing Code, National Electrical Code, the Safety and Health Regulations for construction, Department of Labor and all other applicable State and local codes and regulations. B. Nothing on the Plans or in the specifications shall take precedence over the requirements of the above rules and regulations, C. The Contractor shall furnish, without extra charge, any additional material and/or labor when required by the compliance with the above rules and regulations though the work be not mentioned in these particular Specifications or shown on the Drawings. D. \Vhcrcvcr the term "as per manufacturer's specifications and/or instructions," is used, it shall mean in strict accordance with the manufa(...-turer's printed directions. If these directions conflict with these Specifications, the matter shall be brought to the Architect's attention and his instructions obtained before proceeding with the work. 1.06 SUBMITTALS A Materials List: 1. Within ten ( I 0) days after the award of the Contract, submit three copies of the complete lists of materials proposed for installation. and obtain the Architect's written approval thereofbefore proceeding. 2. List all materials by manufacturer's name and model number. 3. Only muterials and items of equipment so approved shall be used. Any proposed substitutions together with descriptive material shall be included with the list. B. Manuals: 1. Prior to the final acceptance oftbe irrigation system, the Contractor shall furnish tllree (3) individually bound Service Manuals to the ArchiteL-1 for use by the Owner. The manuals shall contain complete exploded drawings, diagrams, and spare parts lists of all equipment installed showing components and catalog numbers together with the manufactlller's name and address, In addition, each Sen,ice Manual shall contain the following: a. Index sheet indicating the Contractor's name, address, and phone nwnber. b. Copies of equipment warranties and certificates. c. List of equipment with names, addresses, and telephone numbers of all local manufacturer's representatives. d. Complete operating and maintenance instructions in sufficient detail to permit operating personnel to understand, operate, and maintain all equipment. C. Conlroller Charts: submit sample prior to installation. D. Certification of Back.flow Preventer Inspection: Submit required copie5 of certification made by a certified technician to Water Company, City, and/or County in compliance with Title 17. 1.07 FEES AND PERMITS A. Work under this Section shall include all fees, permits, licenses, and required inspections by concerned governing agencies. 1.08 DELIVERY, STORAGE, AND HANDLING A. Deliver all materials in timely manner to insure uninterrupted progress of the work; store in such a manner as will preclude damage thereto and pennit ready access for inspection and identification of each shipment. B. Manufactllled materials shall be delivered in original containers with brand and maker's names marked thereon. Materials in broken containers or showing evidence of damage will be rejected and must be immediately removed from the work. C, Store plastic pipe on flat pallets and protect from sunlight. 1.09 PROJECT CONDITIONS A. Finished grades: Do not imtall irrigation lines until finished grades are established and approved by the Architect. B. Construction: Do not install sprinkler heads until walks, curbs, headers, and other structures that define plant area! are in place. I.IO WARRANTY A. Repair of damage: All damage to paving, planting, structures, and other improvements due to settlement of improperly contracted trench backfill shall be promptly repaired to the satisfaction of the Architect and without additional expense to the Owner. B. All materials and workmanship shall be as specified and shall, for a minimum of one year after completion and acceptance of the project, be and perform to the complt..-te satisfaction of the Owner. At the end of this period, all required repairs and adjustments, including adjustments to grade, shall be made, including all repairs to other work made necessary thereby, without additional expense to the Owner. C. Present to the Architect at time of final acceptance, all warranties for all materials used. PART 2 -PRODUCTS 2.01 GENERAL A. The use of a manufacturer's name and model or catalog number is for the purpose of establishing of quality, and general configuration desired only. Other manufacturers' equipment may be submitted for approval by the Aichitect. Only upon submittal and subsequent approval of the Material list shall these items be permitted. B. All materials tluoughout the system shall be new and in perfect condition. 2.02 MATERIALS A All materials shall be as herein specified and as specified and/or indicated on the Drawings. B. Pipe: 1. Plastic Polyvinyl Chloride (PVC), Type 1120-1220, ASTM D l 785. a. Classes and/or Schedules as specified on the Drawings. b. All pipe shall be free of blisters, internal striations or any other defects or imperfeL-1ions. The pipe shall be continuously and permanently marked with the manufacturer's name, material type, size, schedule or class, and quality control identifications. 2. Pipe Sleeves: 1120-200 psi PVC plastic pipe. Extend 24" beyond back of curb or walk. 3. Threaded Brass Nipples C. Pipe Fittings: I. Plastic: Polyvinyl Chloride (PVC) type I; ASTM (D 2466).Solvent Weld as specified on the Drawings. 2. Thre11ded Brass Nipples. D. Remote Control Wire: I. All wire shall be solid copper 600 volt AC, Type UF-A WO, UL approved for direct burial. Wire shall be continuously and permanently marked with the rrumufacturer's name, wire size and identification. 2. Color of control wires shall be as follows: a. Pilot Wires -#14 Black b. Common Wire -#12 White E. Splice Packs: Epoxy filled splice packs, 3M Company OBY. F. Gate Valves: 1. Bronze, non-rising system. 2. 200 psi working pressure. 3. All valves shall be line size. G. Controller Charts: I. Provide each controller with a diagrammatic chart, mounted in.side the cover, showing the valves and sprinkler head9 operated by the controller. 2. Chart: black on white photo copy, hennetically sealed between 20 mil. plastic sheets. H. Other Equipment: Refer to the Drawings PART 3 • EXECUTION 3.01 INSPECTION A. Examine the substrate in whlch the work j9 to be performed. Do not proceed until unsatisfactory conditions have been corrected. B. All scaled dimensions are approximate. Before proceeding with any work, carefully check and ve1ify all dimensions on the site. C. Do not willfully install the sprinkler system as shown on the drawing9 when it is obvious in the field that obstructions, grade difference or differences in the area dimensions exist that might not have been considered in the engineering. Such obstructions or differences should be brought to the attention of the Owner's authorized representative. In the event this notification is not performed, the irrigation Contractor shall assume full responsibility for any revisions necessary. D. It is the responsibility of the irrigation contractor to familiarize himself with all grade differences, location of walls, retaining waits, etc. He shall coordinate his work with the general contractor and other sub-contractors for the location and the installation of pipe sleeves through walls, under roadway!!, paving, slructures, etc. E. Locate all underground utility lines prior to excavating irrigation trenches and bring any conflicts to the attention of the Architect. Do not proceed with the work until instructions are received from the Architect. 3.02 COORDINATION A. Schedule and coordinate work with other trades and with Owner's separate contractors. B. Install pipe and sleeves under paving and through walls and footings. C. Do not install sprinkler heads until walls, curbs, hcader!I, and other related structures are in place. D. Do not install pipe until planting areas have been scarified under Planting work. 3.03 INSTALLATION A. Layout: I. Design is diagrammatic. All piping. valves, etc. shown within paved areas is for design clarification only and shall be installed in planting areas where possible. Install the work in a manner avoiding any conflicts between the irrigation system, planting, and archltectural features. 2. Due to the scale of drawings, it is not possible to indicate all offsets, fittings, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittirigs, etc., as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. 3. Where site conditions do not permit locating piping, valves, and heads where shown. notify Architect immediately and do not proceed until his instructions are obtained. 4. Run pipe lines and automatic control wiring in common trenches wherever practical 5, Where piping and control wiring are shown under paving they shall be installed in PVC sleeves whether called for on the drawings or noL 6. Notify Architect of any aspects oflayout which will provide incomplete or insufficient water coverage of plant material and do not proceed until his instructions are obtained. B. Protection: Protect existing and new work at all times. Any existing buildings, equipment, piping, pipe coverings, sewers, sidewalks, landscaping, etc., damaged by the Contractor during the course ofhi9 work shall be replaced or repaired by the Contractor in a manner satisfadory to the Architect and at the Contractor's own expense and before the final payment is made. The Contractor shall be responsible for damage caused by leak.Ji in the piping system being installed or in having been installed by him. He shall repair all damage so caused at his own expense and in a manner satisfactory to the Architect. C. Excavating and Trenching: I. Excavation shall be in all cases ample in size to permit the pipes to be laid at the elevation intended and to permit ample space for joining. 2. Make trenches for pipelines deep enough to provide minimum cover from finish grade as follows: a. 24-inch minimum cover over main lines, except under paving where it shall be 24 inches. b. 24-inch minimum cover over control wires from controller to valves. c. 18-inch minimum cover over lateral lines. 3. Trenches shall be straight with bottoms at uniform slopes. 4. Underground lines shall have a minimum horizontal clearance of 2 inches from each other, All lines shall have a minimum horizontal clearance of 12 inches from the lines of other trades. This requirement docs not apply to any lines crossing at angles of from 45 to 90 degrees with each other. A minimum 1-inch vertical clearance shall be maintained between lines whlch cross between these angles. 5. No line shall be installed parallel to and directly over another line. 6. Restore swfaces, existing underground installations, etc., that are damaged or cut as a result of excavations, to original conditions in manner approved by Architect. 7. Where irrigation lines interfere with other utilities, irrigation trenching, pipe work, adjust the trench depth as directed by the Architect. 8. Piping under existing pavement may be installed by jacking or boring. All cutting or breaking of pavement will require the ArchiteL-1'9 approval prior to starting the work. 9. Where it is necessary to excavate adjacent to existing trees, the Conl.ractor shall use all possible care to avoid injury to trees, and tree roots. Excavation in areas where two (2) inch and larger roots occur shall be done by hand. Roots one (1) inch and larger in diameter shall be painted with two coa1s of tree seal, or equal. Trenches adjacent to tree should be closed within twenty-four (24) hours; and where this is not possible, the side of the 1rench adjacent to the tree shall be kept shaded with burlap or canvas. D. .Assembling Pipelines: 1. All pipe shall be assembled free from dirt and pipe scale. Field-cut ends shall be reamed to remove rough edges and burrs, 2. Solvent~Weld Joint: a. Prepare joint by first making sure the pipe end is square, then deburring the pipe end and cleaning pipe and fitting of dirt, dust, and moisture. b. Dry~insert pipe into fitting to check for mis-sizing. Pipe should enter fitting one-third to two-thirds the depth of socket. c. Solvent Cement and Primer: For solvent weld joints shall be of make and type approved by m.anufacturer(s) of pipe and fittings. Cement shall be maintafoed at proper consistency throughout use. d. Coat the inside socket surface of the fitting and the external surface of the male end of the pipe with primer. Then, without delay, apply cement liberally to the male end of the pipe and also apply cement lightly to the inside of the socket. At this time apply a second coat of cement to the pipe end. e. Insert pipe immediately into fitting and turn one-quarter turn to distribute cement and remove air bubbles. The pipe must seat to the bottom of the socket and fitting. Check alignment of the fitting. Pipe and fittings shall be aligned properly without strain to either. f. Hold joint still for approximately thirty (30) seconds and then wipe excess cement from the pipe. g. Cure joint a minimwn of thirty (30) minutes before handling and at least six (6) hours before allowing water in the pipe. 3. Threaded Joints for Pla~tic Pipe: a. Field threading of plastic pipe or fittings is not pennitted. Factory-formed threads only will be permitted, b. Where assembling to threaded plastic fitting, take up joint no more than one full turn beyond hand tight. c. Use strap-type friction wrench only; do not use metal-jawed wrench. 4. Cap or plug openings as pipeline is assembled to prevent entrance of dirt or obstruction. Remove caps or plugs only when necessary to continue assembly. S, Where pipe9 or control wires pass through sleeves, provide removable nondecaying plug at ends of sleeve to prevent entrance of earth. E. Laying Pipe: I. Pipe shall bedded in at least 2 inches of sand or finely di"ided material with no rocks or clods over 1 inch in diameter to provide a firm uniform bearing, 2. PVC pipe shall be snaked from side to side of trench bottom to allow for expansion and contraction. One additional foot per 100 feet of PVC pipe is the minimum allowance for snaking. 3. Do not lay pipe when there is water in the trench or when the temperature is 32 degrees For lower. 4. Cap or plug openings as pipeline is assembled to prevent entrance of dirt or obstruction. Remove caps or plugs only when necessary to continue assembly. 5. Where pipes or control wires pass through sleeves, provide removable nondecaying plug at ends of sleeve to prevent entrance of earth. F. Remote-Control Valves: I. In.stall where shown and group together where practicable. Limit one RCV per valve box. 2. Install valves no farther than 12 inches from main line unless absolutely necessary. 3. Locate valves no closer than 12 inches from walk edges, buildings, and walls. 4. Thoroughly flush main line before installing valve. 5. Place all control valves in valve boxes; use extensions as necessary to keep soil away from valves and solenoids. No soil allowed around valve. 6. Attach a 2-inch diameter alwninum identification tag with valve numbers stamped on it to each valve; secure with wire. G. Gate Valves: l. Install where shown on the Drawings. 2. Install a 9-inch diameter plastic valve box with twist lock cover. H. Automatic Control Wiring: 1. Run lines along mains wherever practicable. Tie wires in bundles with pipe-wrapping tape at 10-foot intervals and allow slack for contraction between strapping. 2. Loop a minimum of two (2) feet of extra wire in each valve box; both control wire and ground Wll'e. 3. Connections shall be made with splice sealing packs. 4. Splicing will be permitted only on runs exceeding 2500 feet. Locate all splices at valve locations. 5. Where control lines pass under paving, they shall be enclosed in Schedule 40 PVC conduit. 6. Each control valve shall be connected to its respective controller with its own individual control wire. Common ground wire shall be common to only those valves controlled by each individual controller. I. Flushing Lines: 1. Flush all rock, sand, and debris from the lines. 2. Flush all main lines prior to installing valves and connecting lateral lines. 3. Flush long dead end runs prior to capping pipe. 4. Flush lateral lines prior to installing heads. Continue flushing process with water running slowly as heads are installed starting closest to valve and working outward. J. Testing Pipe: 1. Pipe shall be center loaded with sufficient backfill in accordance with the paragraph on backfilling to anchor pipe before testing. No fittings shall be covered. 2. Install remote-control valves prior to testing. 3. Notify the Owner at least three (3) days in advance of testing. Tests will be observed and approved by the Owner. 4. Perform testing and furnish all equipment for testing as work of this Section. 5. Apply the following test:! after solvent-weld plastic pipe joints have cured at least 24 hours: a. Test live (constant pressure and QCV lines hydrostatically 125 psi minimum). Lines -will be approved if test pressure is maintained for 6 hours. The line will be approved or not approved as such results my indicate. The Contractor shall make tests and repairs as necessary until test conditions are met. b. Test lateral lines with water at line pressure and visually inspect for leaks. Retest after correcting defects. c. The Contractor shall make test, and repairs as necessary until test conditions are met. K. Back.filling Pipe: 1. Do not backfill until pipe ha1 been tested and approved by the Architect. 2. Backfill material shall be the earth excavated from the trenches, free from rocks, concrete chunks, and other foreign or coarse materiab. a. Backfill to depth of 6 inches above the top of pipe shall be finely divided material free of rocks or clods over 1 inch in diameter. b. Remaining backfill shall be free of rocks or clods over 2 inches in diameter. 3. Place backfill in 6-inch lifts and compact by tam.pings as follows: a. Under Paving: Percentage equal to that specified for the paving subgrade and base subgrade and base material. b. Planting Areas: Percentage equal to adjacent soil L. Automatic Controller(s): 1. Locate controllers in general location shown on the Drawings with exact placement by the Architect 2. Connect control lines to controller in sequential arrangement according to assigned identification nwnbcr of valve. Control lines shall be labeled at controller with pennanent nonfading labels indicating identification number of valve controlled. 3. Provide a 120 volt water-proof, disconnect switch on the service line; mount in.side the controller pedestal. 4. Set controllers plumb and true to line and grade; solidly in concrete bases in accordance with tbe manufacturer's printed specification9, M. Automatic Rain Shut-offDevice I. Install one rain shut-off device for each controller· or group of controllers; where indicated on the drawings. 2. Use manufacturer's mounting hardware; modify as required for site conditions. 3, Provide all necessary wiring and connections to provide a complete, operable system, to the satisfaction of the Architect. N. Back.flow-Prevention Assembly: I, Install back-flow-prevention device as detailed. Exact location of assembly will be determined on the site by the Architect. 2. Paint pipe and metal part!!, except bronze, with primer and two coats exterior metal paint; color grey green. 0. Sprinkler Head9 and Quick-Coupler" Valves: 1. Thoroughly flush lines before irutalling heads or quick-coupler valves. 2. Locate as shown and detailed on the Drawings. P. Coverage Test: I. When the irrigation system ha!! been completed, a coverage test shall be performed in the presence of the Architect to determine if coverage of water afforded planting area9 is complete. 2. Change any heads, nozzles, orifices, or arcs as may be required to provide satisfactory coverage. 3. Make minor changes in sprinkler head location to provide adequate coverage at no additional cost to the Owner. Q. Bubbler,: 1. Install on uphlll side of plant. R. System Tests: Prior to final acceptance of irrigation system., the automatic sprinkler controllers shall be tested through all their cycles in the presence of the Architect, and any necessary adjustment! shall be made. S. ( Rec~rd Draw~gs ~nd As Built Pl~~ \.::,. ........ .,..,.,,..,, I. Provide and keep up to date a complete ''Record" set ofblackline prints which shall be corrected daily and show every change from the original Drawings and Specifications as well as dimensioned locations of pipe and equipment This set of Drawings shall be kept on the site and shall be used only as a record set "Record" Drawings shall show dimensions of all main lines and gate valves from the nearest structure. 2. 3. These Drawings shall also serve as work progress sheets, and neat and legible annotations shall be made daily as the work proceeds, showing the work as actually in.stalled. These Drawings shall be available at all times T. f'~r• • •-.L ' ..I _,■ ,__ • • •• ' 4 .• Final 'As Built' plans Shall-be p!epared by the-Landscap'"e ArchltCCt froin dimensions provided by the . ....., contractor and shall be drafted clearly to the satisfaction of the City. , S. Provide the City Planning and Engineering Dept. with a set of original mylars with all corrections made and dimensions based on the above specified record prints. Drafting quality shall be equal to original drawings. The final Irrigation 'As Built' plans will be required to e reviewed and approved by the City and final mylars > will be required to be approved and signed by the City prior to Planning Department signing the permit card. A A .,, .A . . . . Wrenches, Key5 and Couplers: 1. Provide the Owner at completion of the planting maintenance period with three (3) each of all operating and servicing keys and wrenches required for complete maintenance and operation of all valves. Include all wrenches necessary for complete disassembly of all valves. 2. Couplers: Provide two couplers complete with hose swivels, 1-inch male hose thread, and l~inch throttling gate valve for use with quick-coupling valves. , LANDSCAPE SPECIFICATIONS: 02810 ' \J. Winterization of Irrigation System: I. The Contractor shall be responsible for draining irrigation system in preparation for the first winter afte con- struction has been completed. Instruct Owner's rep. in proper procedures. Winterization shall proceed as follows: a. Close gate valve in irrigation main line located at the water point of connection, b. Insert quick coupling quill. connected to air compressor, into quick coupling valve located at water point of connection. . c. Following start of air compressor, program irrigation controller through three complete cycles or unbl water has been forced out of system. d. Insert quick coupling quill into QVC at dead end rum of main line to force out all rernianing trapped water. e. Remove compressor, leaving gate valve to irrigation system closed. END OF SECTION SECTION 02912 IMPORT TOPSOIL PART I -GEJ\ERAL I.OJ PROVISIONS The requirements of the General Conditions, Supplementary Conditions, and Division l, General Requirements apply to the 'f,'ork of this Section. t.q2 WORK INCLUDED ~-Scarification of Subgrade :$. Installation of import topsoil l.Q3 RELATED WORK A. Section 02930 -Tree, Shrub, Vine and Ground.cover Planting 1.04 REFERENCES A. USDA Handbook No. 60 I.OS QUALITY ASSURANCE A. Provide written laboratory tests on any required import topsoil, prepared by a reputable firm experienced in the field of soils and plant nutrition. B. All tests w:ill be paid for by the Owner, but the cost of retesting of topsoil required because of rejected topsoil submittals will be deducted from the amount due under this Section. l.Q6 SUBMITTALS A.. Source of supply of proposed import topsoil. l Three copies oflaboratory tests on the proposed import topsoil 1. Fertility detennined by pH, salinity, nitrate, ammonium, phosphate, potassium, calcium and magnesium. anaJysis. 2. Agricultural Suitability as determined by pH, salinity, boron. sodiwn, potassium, calcium and magnesium analyses using USDA saturation ex.tract procedure. 3. Appraisal ofthe soil type and certain chemical properties provided as pH, salinity, organic matter and particle size distribution (USDA classification). 1.07 PROJECT CONDITIONS A. Do not do subgrade preparation, or topsoil installation until construction work is completed in the area to be planted and the subgrade for topsoil is approved by the Architei,1.. B. Protect utilities, paving. and other ~tructures from damage caused by topsoil operations. C, Do not purchase or deliver any required import topsoil to the site with.out the written approval of the proposed topsoil by the Architect P ,µ_r 2 -PRODUCTS 2.~l IMPORT TOPSOIL i. Furnish and install sufficient topsoil to complete the work as indicated on the Drawing!! and herein specified. ~. Preselected Topsoil: (3) parts soil, (1) part compost, available through Lamp's Landscpe Materials, (619) 441•7625 ~-Agricultural Suitability: D. E. F. Salinity (ECe x 10(3)): Sodium (SAR) 2: (ESP) I: Boron (PPM in Saturated Extract): pH: 0-2 0-8 0-10 0-0.7 7.5 Soil Type: agricultural sandy loam; maximum 50% clay and silt fines. Meet USDA specifications for the specified texture. Quality: free of debris, rocks over 2" diameter, noxious weeds and parasitic nematodes. Should the samples not meet all of the standards given above, the soil laboratory may submit in the report what additives in addition to those specified in Section 02930 should be added to the soil to correct deficiencies. A ~-31,3)11 \< ■ II II PART 3 -EXECUTION 3.01 INSPECTION A. Examine the substrate in which the work i9 to be performed. Do not proceed until unsatisfactory conditions have been corrected. 3.02 PREPARATION A. All scaled dimensions are approximate. Before proceeding with any work, carefully check and verify all dimension, and quantitie9 and immediately inform the Architect of any discrepancy ~tween the _Drawings and:or sP_ecifications and the actual conditions. No work shall be done in any area where there ts such a discrepancy until rCVIew for same has been given by the Architect. B. Coordination: Coordinate work with other trade9 to insure proper sequencing fitting of construction. 3.03 SUBGRADE PREPARATION A Grades: I. Subgrades have been established under work of another Section to within 1 inch, plus or minus, of required grades. Subgrade9 are 6-inches below finished grades, plus or minus I-inch, allowing for 6-inches of topsoil and soil amendments. 2. 3. Verify that subgrades are within 1" p1U9 or minu9, of required subgrades. Notify the Architect prior to commencing soil preparation work if existing grades are not satisfactory, or asswne responsibility for conditions u they exist. B. Weed and Debri!I Removal: All ground areas to receive topsoil shall be cleaned of all weeds and debri1 prior to any sub grade preparation or topsoiling. Weeds and debris shall be disposed of off lhe site. C. Do not perform any subgrade preparation work in areas where soil is contaminated wi1h cement, plaster, paint, or other construction debris. Bring such areas to the attention of the Architect and do not proceed until the contaminated soil is removed and replaced. D. Moisture Content: Soil shall not be worked when moisture content is so great that excessive compaction will occur, nor when it is so dry that dust will form in the air or that clods will not break.readily. Water shall be applied, if necessary, to bring soil to optimum moisture content for tilling and planting. E. Soil Loosening: Soil subgrade in all areas to receive topsoil shall be ripped or cultivated to the depths specified below. Water shall be added, and ripping or cultivating shall be continued until the entire specified depth i1 loose and friable. All debris, pavement, concrete, and rocks over 2 inches in diamdcr shall be removed from the site. 1. All areas to be topsoiled: 8 inches deep. 3.04 INSTALLATION OF TOPSOIL A. Do not install topsoil until preparation of sub grade has been approved by the Owner, B. Moisture Content: Do not work topsoil when moisture content is so great that excessive compaction will occur, nor when it is so dry that dust will form, nor when clod9 will not break readily. Water shall be applied, if necessary, to bring soil to an optimum moisture content for tilling and planting, C. Remove noxious weed9, rocks over 2 inches in diameter, and debris from topsoil, and dispose of off the site. D. Thickness of topsoil, including soil conditioners to be added later under other Sections, shall be 6 inches and grades shall conform to those indicated on the site grading plans and specified herein. E. Place topsoil and bring to a smooth even grade. Soil shall b: thoroughly_ w~ter settled and _high an~ low areas . . regarded until the grade of all planting areas conforms to firushed grade mdicated on the Site Grading Plans to wtthm plus or minus l ". END OF SECTION KELLER MITCHELL & CO. Landscape Architecture 302 Fourth Street Oakland, CA 94607 T 510.451.9967 F 510.452.9967 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA L.A. EXP. DATE REVIEWED BY: INSPECTOR DATE ~---------------t----i-----t---,--il,,'SHEET 11 CITY OF CARLSBAD V5\ PLANNING DEPARTMENT s~ ( 12 ) ~ENT ,-,vn: 15"-' / - ~P.F: CWAN~-.---6,........... CH1k'A BISTRO 5\a428_09 CITY COMMENTS Paseo Del Norte Carlsbad, CA •4\ 04.20.09 CITY COMMENTS I APPROVED: J..,_ t:_f /._ ~ 'l--t I ~OJ.09.09 PER OWNER / LANDLORD I •---'C-~ !:,t: :!:;;,:!---~ (,,t,:::;• eCj ~~ /:;2\:1~2~.0~5.~0~8~R~ES=U~B~M~IT~F~O~R~P;E;RM:1:T=============;=====;=====;=====;====~ ~P;l.A;;;NN~l~NG':====:;-;:==~~~~~==,r;c~~~~ /1\ 08.22.08 BLDG RESPONSES DWN BY: PROJECT NO. DRAWING ND. INITIAL D BY CHK : ---CUP 07-03 460-1M RVWD BY: DATE INITIAL DATE & 02912 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL SECTION 02930 TREE, SHRt:B, VINE AND GROUNDCOVER PLANTING PART 1-GEl\1:j 1.0 I PROVISIONS I The requirements o(the General Conditions, Supplementary Conditions► and Division 1, General Requirements apply to the work of this Section. 1.02 WORK INCLUDED A. Soil preparation and conditioning B. Furnish and install plant materials C. Maintenance 1.03 RELATED WORK A. SeL-1ion 02810 -Irrigation systems B. Section 02912 -Import Topsoil C. Section 02470 -Site and Street Furnishings 1.04 REFERENCES American Standard for Nursery Stock, ANSI z60.l 1.05 QUALITY ASSURANCE A. Comply with sizing and grading standards of the latest edition of "American Standards for Nursery Stock." ANS 1 z60.l. A plant shall be dimensioned as it stands in its natural position. B. All plant materials shall be nursery grown under climatic conditions similac to those in the locality of the project. C. Plant materials may be inspected and approved at the place of growth. for complianre with specification requirements for quality, size, and variety. 1. Such approval shall not impair the right of inspection and rejection upon delivery at the site or during progress of the work. 2. Notify the .Architect of the source of material no later than 30 days after award of the con1racL 3. All plants materials requiring inspection by the Owner shall be assembled and available for inspection. 4. If the Architect is required to make additional inspections at ihe place of growth due to failure of the Contractor to assemble the required plant materials, then the Architect's time and expenses shall be reimbmsed by the Con1ractor. S. Provide transportation for the Architect to the place of growth for all inspections of plant materials. D. Furnish all certificates of inspection that are required by county or state authorities. 1.06 SUBMITT ALS A Submit the following material samples: 1. Tree ties, soil conditioners and mulch materials. B. Submit the following materials certification from approved qualified testing laboratories: 1. Soil conditioners , mulch and fertilizers 2. Import topsoil 1.01 DELIVERY, STORAGE, AND HA.'IDLING A Deliver fertilizer materials in original, unopened, and undamaged containers showing weight, analysis, and name of manufacturer. Store in manner to prevent wetting and deterioration. B. Protect plants in transit and after delivery to the Project site. Plants in broken containers and plants with broken branches or injwed trunks will be rejected. Remove rejected material from the site immediately. 1.08 PROJECT CONDITIONS A Do not do soil preparation., conditioning, and planting unlil construction work is completed in the area to be planted. B. Protect utilities, paving. and other structures from damage caused by planting operations. C. The irrigation system shall be installed and tested prior to planting. 1.09 WARRANTY A. Warrant plant material to take root and grow, remain alive and, be in a healthy, vigorous condition for a period of one year after completion and acceptance of entire project. B. Replace, in accordance with the drawings and specifications, all plants that are dead or, as determined by the Architect, are in an unhealthy or an unsightly condition, and have lost their natural shape due to dead branches, or other causes due to the Contractor's negligence. The cost of such replacements is at the Contractor's expense. Warrant all replacement plants for one year after installation. C. Warranty shall not include damage or loss of trees, plants or groundcovers caused by fires, floods, freezing rains, or winds over 75 miles per hour, winter kill caused by extreme cold, and severe winter conditions not typical of planting area; acts of vandalism or negligence on the part of the Owner. D. Within 15 days of written notification by the Owner, remove and replace all guaranteed plant materials that, for any reason, fail to meet requirements of guaranty. Replacements shall be made to same specificatio.llll required for original materials and shall cany the same guaranty from the time they are replaced PART 2 -PRODUCTS 2.01 PLANT MATERIALS A. Quantities: Plant materials shall be furnished in quantities required to complete work as indicated on the Drawings and shall be of species, kinds, sizes, etc., specified. B. Nomenclatures: Plant names listed on Drawings confonn to standardized plant names established by American Joint Committee on Horticulture Nomenclature, except that for names not covered therein. the established custom of the nursery trade is followed. C. Quality: l. Plants shall be symmetrical and typical for variety and species. 2. Plants shall be sound, healthy, vigorous, and free from plant disease and insect pests or their eggs. 3. Balled and burlaped plants: Shall be nursery grown stock adequately balled with firm, natural balls of soil in sizeds and ratios conforming to the American Nursery Standard Specificatio.llll. 4. Container grown plants: Shall have been nursery grown in containers and shall have sufficient roots to hold the entire soil mass together af'ter container removal without being root-bound. :5, Plants shall not be pruned prior to delivery, ex.cept as authorized by the Architect. D. Substitutions will be allowed only when specified material is proved unavailable and only with the approval of the Architect. E. Furnish plant materials within the height and spread ranges indicated and/or specified on the drawings. Larger stock is acceptable, at no additional cost. At least 7S percent of the stock shall be equal to the larger size in each range. F. Provide specimen size plant materials with a special height, shape or character of growth as indicated and/or specified on the drawings. Tag specimen trees and shrubs at the source of supply. The .Architect will inspect specimen selections at the source of supply for suitability and adaptability to the selected location. When specimen plant materials cannot be purchased locally, provide sufficient photographs of the proposed materials for approval. G. Groundcovcr Plants: 1. Groundcover planra, unless otherwise indicated on the Drawings, shall be rooted plants grown in flats. 2. Plants shall be full and compact, not "leggy". 2.02 SOIL CONDITIONERS A. Organic Compost: Organic wood, available from Bedrock Boulders (619) 442-0574. 1. Gradation: A minimum of90% of the materlal by weight shall pass a½" screen. Material passing the½" screen shall meet the following criteria: Percent Passing 85-100 50-80 0-40 Sieve Size 9.Sl mm (3/8 inch) 2.38 mm (No. 8, 8 mesh) 500 micron (No. 35, 32 mesh) 2. Organic Content: Minimum 50% based on dry weight and determined by ash method. Minimum 250 lbs organic matter per cubic yard of compost. 3. Carbon to Nitrogen Ratio: Maximum 3:5: 1 if material is claimed to be nitrogen stabilized. 4. pH: 5.S -8.0 as detennined in saturated paste. S. Moisture content: 35-60% 6. Contaminants: The compost shall be free of contaminants such as glass, metal, and visible plastic. 7. Maturity: Physical characteristics suggestive of maturity include: a. Color: dark brown b. Odor: Acceptable= none, soil-like, musty or moldy Unacceptable= sour, ammonia or putrid c. Particle characterization: identifiable wood pieces are acceptable but the balance of material should be soil-like without recognizable grass or leaves. B. Controlled Release Fertilizer: Agriforrn custom blend 16-7-12 (N-P-K) C. Controlled Release Fertilizer Tablets: 21 gram, 20-10-5 (_N-P-K) with calcium, sulfur, and iron. 2.03 SOIL FOR PLANT BACKFILL MIX -L\IPCRT TOPSOIL A. Soil type: Agricultural Loam; Maximum 50% clay & silt fines B. Agricultural Suitability: Salinity (ECe x 10(3)): 0-2 Sodium (SAR) 2, 0-8 (ESP) t, 0-10 Boron (PPM in Saturnted Extrar.-1): 0-0.7 pH 7.5 C. Quality: Loose, friable, and at optimum moisture content for mixmg. No soil in a cloddy or muddy condition will be allowed. 2.04 ACCESSORIES A. Tree Stakes: I. 2" square metal posts, painted black. B. Tree Guys: I. Anchors: I-inch galvanized pipe, 3 feet long. 2. Wires: 1/8-inch flexible galvanized cable. 3. Hose collars: Fabric-reinforced rubber hose; color matte green. 4. Marker Tubing: Polyethylene; translucent white; 2-inch diameter. 5. Cable clamps: Galvanized. 6. Turnbuckles: 6-inch open aluminum turnbuckle; eye and fittings 5/16" in diameter; 4-1/4" take-up. C. Drain Rock: Hard dmable crushed rock.; ¾ inch dia. D. Gcotextile Material: Woven Polypropylene monofilamcnt cloth: 1. Poly-Filter GB material; Carthage Mill, Inc., Cincinnati, Ohio. 2. Mirafi 700X; Mira:fi Corporation, El Toro, E. Tree Well Irrigation Tubes: 1. Rigid perforated Polyvinyl Chloride (PVC) drainpipe; ASTM 2729; 3-inch diameterx 0.075 inches. 2. Grate Cap: high strength UV stabilized polypropylene round grate; black; NDS-14 or ADP A-3103. F. Mulch: Cedar mulch, available through Bedrock Boulders, (619) 442-0574 or equal: 1. Size; 2"to¼". 40%-45% Wood Pieces 15%-20% Cambium 35%-45% Bark 2. Chemistry: Salinity, ECex 10(3) @2Sc.: 0-1.S Reaction, pH 3.5•5.0 G. Root Banier: 24" deep, molded, UV inhibited polyethylene with self-locking joiners.~ 1. ---S 'J:___ 1, • T T Deep Root linear-UB24-i Universal Barrier; Deep Root Corporation, 714/898-0563 3.~~oo.it~---·-~=:ir.-----"'----A.._,"---''--/'-"'--./ PART 3 -EXECUTION 3.01 INSPECTION A. Examine the substrate in which the work is to be performed. Do not proceed until unsatisfactory-conditions have been corrected. 3.02 PREPARATION A All scaled dimensions are approximate. Before proceeding with any work, carefully check and verify all dimensions and quantitie, and immediately inform the Architect of any discrepancy between the Drawings and/or specifications and the actual conditions. No work shall be done in any area where there is such a discrepancy until review for same has been given by the Architect. B. Coordination: Coordinate work with other trades to iru;ure proper sequencing fitting of construr.-1ion. J.03 SOIL PREPARATION A. Grades: l. Grades have been established under work of another Scclion to within 1 inch, plus or minm1, of required finished grades. 2. Notify the Architect prior to commencing soil preparation work if existing grades are not satisfactory, or assume responsibility for conditions as they exist. B. Weed and Debris Removal: All ground areas to be planted shall be cleaned of all weeds and debris prior to any soil preparation or grading work. WeeWI and debris shall be disposed of off the site. C. Do not perfonn any soil preparation work in areas where soil is contaminated with cement, plaster, paint, or other construction debris. Bring such areas to the attention of the Architect and do not proceed until the contaminated soil is removed and replaced. D. Moisture Content: Soil shall not be worked when moisture content is so great that excessive compaction will occur, nor when it is so dry that dust will form in the air or that clods will not break readily. Water shall be applied, if necessary, to bring soil to optimum moisture content for tilling and planting. E. Soil Loosening: 1. Scope: a. Planting areas where .!1.2. topsoil iii indicated or specified: loosen soil a5 specified below. b. Planting areas where topsoil i! indicated or specified: loosening of subgrade is specified in the section on topsoiling. no additional loosening is required unless, as determined by the Architect, topsoil has become compacted by construction. 2. Loosening: cultivate soil to depths specified below: a. Slopes steeper than 2: 1: No loosening required. b. All other areas to be planted: 8 inches deep. c. Add water as necessary and cultivate in two directions until the entire depth is loose and friable. d. Remove all debris, base rock, paving and rocks over 2-inches in diameter from the site. 3.04 SOIL CONDITIONING A. General: After soil preparation has been completed and high and low spots graded, add soil amendments as indicated below and rototil, making repeated passes with the cultivator to the depth specified until the amendments have been thoroughly mixed. B. Groundcover Areas I. Flat Grown: Rototil the following into the top 3 inches of soil at the following specified rate per 1000 square feet of area: 6 cubic yards of organic compost (2" layer). 2. Container Grown: Excavate and backfill planting holes in accordance with the paragraph on Tree, Shrub, and Vine Planting Holes. C. Tree, Shrub, and Vine Planting Holes: 1. Planting Holes: , a. Locate planting hole, per planting plans bringing any conflict with underground utility lines to the attention of1.he Architect. Locations for holes shall be staked on the site and the Architect's approval thereof obtained prior to excavating planting boles. b. Excavate square holes to the sizes and depths indicated on ihe Drawings. c. Scarify the sides and bottoms of the holes. d. Drainage Test for Tree Holes: Fill selected holes in representative soil type areas with water, and observe drainage over a 24-hour period. If subsoil appears impervious and planting holes do not drain, bring ihe condition to the attention of the Architect, and do not proceed with backfilling until written instructions are received from the Architect (refer to Drainage Holes for Tree Planting HoleM herein specified). 2, Backfilling: a. Backfill the planting holes with the special backfill mix herein specified. b. Water-settle backfill thoroughly or compact by other approved method prior to planting so plants do not settle. 3. Special Backfill Mix for Planting Holes: a. Materials for trees, shrubs and vines: 70 percent import topsoil 30 percent Organic compost b. Mixing: Prepare the mix in stockpiles on site; do not mix at each individual planting bole. Mix thoroughly, leaving no layers of soil amendments or clods of soil. 4. Place fertilizer tablets evenly around container plants 6" deep as follows: Fertilize trees and shrubii by placing 21 gram fertilizer tablets three (3") inches laterally and three (3") inche5 from top of root ball as follows: I for I-gallon containers, 3 for 5-gallon containen, and 5 for balled and burlapped material. D. Drainage holes for tree planting holes: 1. Install drainage holes as detailed on the Drawings in all lree~planting holes that have not drained within a 24~hour period. 3.05 FIN1SHED GRADING A. When weeding. soil preparation, and soil conditioning have been completed and soil has been thoroughly water settled, all planting areas shall be smooth-graded, ready for placement of plant materials. B. Grading shall be done when soil is at optimum moisture content for working. C. Grades: I. The Contractor shall make himself familiac with site grading plans and do finished grading in conformance with said plans and as herein specified 2. Finished grades shown on site-grading plans are given in feet and decimal fractions of feet. Slope uniformly between given spot elevations. Planting areas, including lawns, shall be true to grade with a 10-foot straight edge. 3. Grades not otherwise indicated shall be unifmm levels or slopes between points where elevations are given or between points established by walks, paving, curbs, or catch basins. Finished grades shall be smooth. even, and on a uniform plane with no abrupt change of surface. Minor adjustments of finish grades shall be made at the direction of the Architoct, if required. 4. All grades shall provide for natural runoff of water without low spots or pockets. Flow-line grades shall be accurately set and shall not be less than 2-percent gradient wherever possible. S. Shrub and Groundcover Areas: Finished grades shall be 1 ½ inches below top of adjacent pavement, headers, curbs, or walls, unless otherwise indicated on the Drawings. 6. Tops and toes of all slope1 shall be rounded to produce a gradual and natural-appearing uansition between relatively level areas and slopes. 3.06 PLANTING A. General: 1. Do not inslall plant materials until all construction work has been completed and sprinkler systems have been imtalled and tested. Planting areas shall have been graded and prepared as herein specified and shall have been approved by the Architect. 2. Do not plant during unfavorable weather. 3. Soil shall be at an optimum moisture content for planting. Do not plant in dry soil or muddy soil. B. Weed Control: Apply preemergence herbicide to all groundcover and mulched areas in accordance with the manufacturer's recommended rates. A.rJy plant materials showing loss of vigor or health owing to improper application of the herbicide shall be replaced by the Contractor. C. Container Plants: 1. Do not lift or handle container plants by tops, stems or trunkli at any time. 2. All plants shall be set so that, when settled, the natural gradeof the top of the root ball is 2 inches above finished grade of other planting beds. 3. Taper finished grade away from root ball. 4. Fertilizer tablets: Refer to paragraph 3.04 C.4 above. 5. All plants shall be planted immediately after the containers are cut, and containers shall be regularly removed from the site so as not to present a hazard to persons using lbe area. 6. Watering Basins: Fonn circular earth basin centered on the stem of each plant. The rim of basin shall be 4- inches E1bove the grade at the !>iem. D. Balled and Bmlap material: Untie and lay back burlap from rootball on balled and burlapped material. Remove wire baskets from sides ofroot balls. E. Groundcover Plants: 1. Install plants at spacings indicated on the Drawings. 2. Plant in staggered rows, evenly spaced. 3. Dig holes large enough to allow for spreading of roots. Place plants so root system lies free without doubling. 4. Firm soil around roots to eliminate air pockets. S. Broadcast Controlled Release Fertilizer over the entire planting area at the rate of 10 pounds per 1000 square feet of area. 6. Water thoroughly after planting. taking care not to cover crowns of plants with wet soil. 3.01 PROTECTION A. Protect all planted areas and plants against trespassing and damage at all times. If any plants are damaged, treat or replace as directed by the Architect, without additional cost to the Owner. B. Do not execute work in or over prepared plant areas or adjacent to planting without proper safeguards and protection. 3.08 ACCESSORIBS A. Mulching: 1. Iru;tall bark. mulch over planting areas. 2. Mulch shall be 3 inches deep; taper down flush with adjacent paving curbs or headers. 3. Where watering basins are required around container plants, fill basin with 3. inch deep mulch. B. Tree Staking: 1. Scope: Stake all trees. 2. Installation: a. Metal posH shall be placed firmly into undisturbed soil outside of the planting hole before backfilling. b. Nursery stake must be removed. If trunk is too spindly to support itself, or has little or no taper then a flexible auxiliary stake of either¼" spring steel or½" bamboo should be used to provide needed support. Auxiliary stake should not extend past 2/3 oftbe tree. Wrap the ends of the auxiliary t.take with tape to prevent rubbing and tie with nursery tape (no wire reinforcement) every IO to 12 inches nlong the trunk. c. Determine the correct height for the metal posts, keeping in mind it should be no higher than necessary but high enough to hold the tree upright. LANDSCAPE SPECIFICATIONS: 02930 e. Fabric ties shall be fitted around trunk in a figure 8 fashion , attached to the 2 strand twisted 12 guage galv. wire which is then attached to the post-one for each posts. See drawings for further detaili, f Trees shall remain plumb and straight from installation lhrough the contractor warranty period. C. Tree Guying: 1. Scope: Guy all boxed specimen trees, 30 inch box, and larger. 2. Installation: a. Neatly form hose and cable collars to prevent any bare cable chafing against the tree trunk or branches. b.Weld loop to pipe anchors and galvanize after fabrication. c.Use cable clamps or crimping: device for all attachments. d.Do not leave sharp cable ends protruding. e.Install polyethylene marker tubing on all guy wires. D. Root Barrier: I. Furnish and install around all trees in tree wells, parking islands, and trees within S feet of paving. 2. Install in accordance with the manufacturer's printed instructiorui. 3. Install flush with finished grade. E. Troe Irrigation Tubes: 1. Install two tubes per tree well. 2. Fill with drain rock. 3. Set grate cap 2 inch below sidewalk surface. 3.09 GENERAL CLEANUP A. Remove all cans, swplus materials, and other debris from site. Neatly dress and finish all planting areas. Flush walks, paved areas, and the like, clean to the satisfaction of the Architect. B. Rinse foliage of all plant materials within the construction area as often as necessary to keep the foliage free from dust generated by construction and planting work. 3.10 MAINTENANCE A. Establishing Maintenance Period: J. As soon as all planting is completed. a planting review and preliminary inspection to determine the condition of the planting will be held by the Architect upon request of the Contractor. 2. Upon approval of the work by the Architect, the 60-day maintenance period shall begin. B. Maintenance of Planting: Continuously maintain all plantings in areas included in the Contract from the beginning of Contract work, during the progress of work, and for a period of 60 days after completion of all work until final acceptance of all Contract work by the Owner. C. Scope: 1. New plantings. 2. Continuous operations of watering, weeding, cultivating, trimming, fertilizing, spraying, insect, pest, fungus, and rodent control, and any other operations to assure good normal growth. D. Fertilizing: In addition to fertilizing of trees, shrubs, and ground.covers herein specified, furnish and apply any additional fertilizers necessary to maintain planting, in a healthy, green, vigorous growing condition dwing the maintenance period. E. Weeding, Cultivating, and Cleanup: Planting areas shall be kept neat and free from debris at all times and shall be cultivated and weeded at not more than 10-day intervals. F. Insect, Pest, and Disease Control: 1. Insocts and diseases shall be controlled by the use of approved insecticides and fungicides. 2. Moles, gophers, and other rodents shall be controlled by traps, approved pellets inserted by probe gun, or other approved means. G. Pruning: 1. Prune new trees and shrubs at the direction of the Architect. 2. Shape branch structure and thin out foliage. 3. Do not remove lower branches from low•branching or multi-trunk trees, unless directed to do so by the Architect. H. Protection: Work under this Section shall include complete responsibility for maintaining adequate protection for all areas. AJJ.y damaged areas shall be repaired at no additional expense to the Owner. I. Replacements: Immediately replace any plant materials that die or are damaged. Replacements shall be made to the Specifications as required for original plantings. J. Condition of Planting, at the End of the Maintenance Period: I. All plant material1 shall be live, healthy, undamaged, and free from infestations. 2. Groundcover, shrub areag, and other planting areas shall be free of all weeds (broadleafand grass weeds). 3. Plantings that do not conform to Specifications shall be replaced and brought to a satisfactory condition before linal acceptance of the work can be made. END OF SECTION APPROVED FOR IRRIGATION AND PLANTING ONL~ INCLUDING PRECISE LOCATION OF PLANTING AREA 'i'a:::,,~ ■ Iii KELLER MITCHELL & CO. landscape Architecture ~ / '--1• "'@" Ill 302 Fourth Street Oakland, CA 94-607 T 510.461.9967 F 510.462.9967 L.A. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD Vs\ PLANNING DEPARTMENT I/ s 12 1---------------t-----t----t---t-------j ~ENT • -•-_ FOR: /j£:-"' .------:;---;--P.F: CUAN~_6 =---:' '?\04.28.09 CITY COMMENTS , 04.20.09 CITY COMMENTS , "03.09.09 PER Ol'l!IER / LANDLORD /2, 12.05.08 RESUBMIT FOR PERMIT /1\ 08.22.08 BLDG RESPONSES DATE INlllAL REVISION DESCRIPTION OlHER APPROVAL DATE INITIAL CITY APPROVAL CH1k'A BISTRO Paseo Del Norte Carlsbad, CA I APPROVED: 11,,,,X • ! fy. ~\."ft _PLANNING DWN BY: CHKD BY: __ _ RVWO BY: PROJECT NO. CUP 07-03 DRAWING NO. 460-1M I i I,