Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
DWG 482-2L; CD 14-01; HOEHN BUICK CADILLAC; 01-14
GENERAL NOTES RECYCLED WATER NOTES 1. 2. 3. 4. 5. 6. ALL WORK SHALL 8£ DONE IN ACCORDANCE WITH 7HE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS, DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL 8£ PROTECTED AGAINST CONTACT Wl7H RECYCLED WATER SPRAY, MIST OR MISTING. BEST MANAGE:ME:NT PRACTTC£S SHALL BE USE:D TO EL/MINA T£ OR CONTROL TO THE BEST EXTE:NT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. HOSE BIBS ARE STRICTLY PROHIBITED. CROSS-CONNECTIONS BETWEEN RECYCLED WATE:R LINES AND POTABLE WATE:R LINES ARE STR/CTL Y PROHIBITED, -,----_ __.____[___~- RECYCLED WATER SYSTEl\1 5334 PASEO DEL NORTE, SIGNAGE NOTES .. SHEET TITLE S/-/EET NUMBER (PRIVATE) TITLE SHEET 1 CONSTRUCT/ON DETAILS 2 CONSTRUCTION PLAN 3 IRR/G. LEGEND & NOTES 4 /RR/GA TION DETAILS 5 IF<RIGA TION PLAN 6 CA, 92008 PLANTING DETAILS 7 PLANTING PLAN 8 SPECIF/CATIONS 9, 1 o. 11, 12 7. NO SUBS11TUTION OF PIPE MA T£RIALS WILL BE ALLOWED Wl7HOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTR/Cr'S RULES AND REGULA 110NS. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WA1ER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. 1m !I: mis lRlllGAi!JJil WS!UI IS IJH!GNHl IOR iUlllf!.!: REC1CU:.O WMU USE All!J Atl RECYEl1IJ WATH, SlG!lAGE SJ!All BE lllHALLHl Wilt N lf!E f!.EUHE.D WAT£!\ 1-lHEf!. l5 !NSll\llEO PROJECT 8. 9. HOURS FOR IRR/GA110N WITH RECYCLE:D WATE:R ARE FROM 10:00 P.M, TO 6:00 A.M. THE HOURS FOR /RR/GATTON WITH DISINFECTED TER11ARY R£CYCLE:O WATER MAY B£ MODIFIE:0 BY THE LOCAL AUTHORITY, IRRIGA110N DURING PUBLIC US£ PERIODS WITH DISINFECTE:O TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR, /RR/GA TION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TER77ARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. TO 6:00 A.M. BURIAL OF' ALL WIRING AND PIPING SHALL ME:ET CARLSBAD MUNICIPAL WATER DISTR/Cr'S RULES AND REGULA770NS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTE:CTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WTND BLOWN SPRAY OR BY DIRECT APPLICATION THROUGH /RR/GATTON OR OTHER USE. LACK OF PROTEC770N, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER- SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTR/BUTTON SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTR/Cr'S RULES AND REGULATIONS. 1.3. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL /RR/GATTON PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF' THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'$ RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER U77LITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPEC770N REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER USE A. 8. c. D. E. F. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE, IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEE:D THE INFILTRA770N RATE: OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE: WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATE:D BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNC710N TO BREAK UP THE TOTAL /RR/GATTON TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORP770N). ADJUST SPRAY HEADS TO ELIM/NA TE OVERSPRA Y ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PA770S AND LOTS, AND STREETS AND SIDEWALKS. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR £DUCA TING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE-PERSONNEL MUST BE INFORMED THAT WATER IS FOR /RR/GA 770N PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOO/FICA 770NS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENC/NEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH /DENT/FICA 770N TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, J"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AV/SO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VAL VE STEM DIREC1L Y OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID wtRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3, ATTACH TO VALVE COV£R WITH EXISTING VALVE COVER BOLT. I All UHIUA~ W!Tl! Illt lltQ!llRE!iE!H! fOI. !JllllSUil'E AH!l lKRl!i.!UID!l PLA~I COITTAIH£1) l!l THE CHY Of CARliMDS lAMDlCAl'E liAlll!I\L AliO WATER EHICJEM£ l.AtlDiul?E fiGll!.J\TlOK\, ! HAVE !'REfAfwD iij!S fl.AH !~ (llHPUANCE VIU lH05E liH.ilJlAUOUi Hl l'RO'IIDE fffl(ff!IT llit Of WAiE&. LEGEND ® ® ~ RW: RI) rs !ZZl l:, POTAfJI.£ WATER MEIER FUTURE Rl!X:JYCU:J) WATER IAETfR BACKF'I.OW PREVE:NT!OI! 0£V!C£ INSTAU. PER CM\½/ P01Ael.£ WATER UNI!: FJf{j/{/t/iJ WATER UN£ furUR;; Rrcw::u:o WA.TE'R PR!S$URS: SUPPLY LIN£ FIR£ SERVICE: LINE ~~UD WAID? USE DO NOi DRHiK SIGN 9;,Vi.;0ffJrft. · TACT YdlH R PROPOSED BUJLDING 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. NOTE: APPRO'ii;!l fOl\ !'tANH!lCi AHO ll\l\lGAIION OML'I', ltf(l.UDING PRECISE LOCATION Of P!JINUNG A~EA, 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTTON PROTEC110N, THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF' A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITI-/ CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EM£RGENCY CONTACT -DAN ZOREN, SERVICE DIRECTOR, 760-420-.3872 OR AFTER HOURS CONTACT -DIANNE BRACKETT, GENERAL MANAGER, 760-310-9078 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS ANO/OR DESIGNATED OUTDOOR EA TING AREAS ON THE SITE. 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATE:D WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL /RR/GA TION BACKFLOW PREVENTER$ SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METE:R AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT WWW.CI.CARLSBAD.CA.US/PDFDOC.HTML?PID=.340. f I WARNING RECYCLED WATER DO l✓OT Df<INK RE (''' 1('! C!J \fl//'T·E•-l:? ,, •. ..., ) ....... 1 .. ,.... • ·, .• r , %• DO NOT ORIN!< G, EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTTFIE:D WITH A SIGN B£ARING THE WORDS "RECYCLl;D WA7ER USED fOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND, THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS P£RSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HA VE EX£RCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF' THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATTONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LICENSED DESIGNER OF WORK, OF MY RESPONSIB/LIT/£S FOR PROJECT DESIGN. THESE PLANS /-/AVE BEEN PREPARED IN SUBSTAN77AL CONFORMANCE WTTH THE APPROVED LANDSCAPE: CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. FIRM NAME & ADDRESS: INTAGLIO STUDIO 24685 SANTA CLARA AVE t\ 1\\ \1. tOA DANA POINT. CALIFORNIA, 92629 SIGNE4}JJ,~ PHONE NO: ( 949 ) 8=9=2_-~82~4~0 _____ _ REG/STRA TION NO: #.3877 EXP/RA TTON DA TE: ~09~-~3~0~-~2~0~15~---- DI RT INSPECTION PROCEDURES 1. 2. 3. 0IsmIcT CONSTRUC710N INSPECTION SHALL INCLUDE: A. B. C. D. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES. (HOR/ZONTALL Y AND V£R11CALL Y). PIPE IDENTIFICATION. SLEEVING AT CROSS/GNS. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. AN APPROVAL LETTER R£GARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND 8£ FORWARDED TO THE COUNTY /-/EAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. DISTRICT FINAL INSPEC110N SHALL INCLUDE: A. B. C. D. E. F. G, H. I. SIGNS INSTALLED PER PLAN. CONTROLLER STICKERS. TAGGING OF VALVES. COV£RAGE TE:ST, AFTER COMPLETTON OF 7HE SPRINKLER SYSTEM, TO ENSURE THE PROTE:CTIOIN OF AREA NOT APPROVED FOR RECYCLED USE. ALL ASPECTS OF THE /RR/GATTON CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING, REQUIRED PROTECTTON OF ALL RESIDENTIAL AREAS. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC. CROSS-CONNECTION TEST IF REQUIRED. COLOR CODED, LAMINATED CHARTS INSIDE: EACH CONTROLLER. ANNUAL INSPECTTON SHALL INCLUDE: A. A COMPL£TE JNSPEC110N THAT wtLL COVER A-I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROV£D BY PUBLIC HEALTH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPL£MENTATION IN FIELD. DIAL TOLL FREE A SEPERArE (IIY REVIEW ANO APPROVAL ll REQUIRED FOR AMY PORTIONS Of THESE PlAHS REQUIRING A BUILDING PERMIT. 1-800-422-4133 CllY APPROVAL Of mm PLAN! IS FOR LANDSCAPE PLAHflllG AND IRRIGATI0II ONLY. '« AT LEAST lWO DAYS lt!SPECTIOII PROCEDURES: aEFOR.E YOU mo UISPECTION Of lllE PROIECf lf!All BE PERFORMED Bl THE lANDlCAPE ARCHIJE(T OF WORK, OR llll DEllGHAlED AGH!T. REFER TO THE lPECIFICA'rlONS FOR THE SCHEDULE Of REQUIRED IHIPHTIOHS AHO REQUIRED IUBHITTAll. FOLLOWIHG COMPlHION OF Tllf WORli, THE lAHDICAPE ARCHIIECT Of THE 'I/ORK Will CERllf1 THAT TIIE lllllAllATION UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA HIil BEEII COMPLETED BY SUBMITTING THE "FINAL lAttOSCAPE CERTIFICATION fORH". A REQUEST FOR A FINAL lANDSCAPE INSPECTIOH B¥ THE Cl!Y HUST AllO BE MADE BY (AlllllG THE INSPECTION REQUEST LIIIE. "flllAL lAllDSCAPf FORM" 760-944-3943, LANDSCAPE INSPE(TION REQUEST LINE 160-601-4602 intaglio stuclio I .'.rel',< .1J'" /v.),a,·,·•tr«' J ?C,>~••'r•/ 'I/ASH HANDS AFTER CONTACTli·lG LAVESE\,us MAN(·J· s DESF'UES DE USAR \ "c,,_ ~------~ '/ '-------------~·~•"'-.___1,, BLACK LETTERS_._ WASH 1-ll\NDS AFTER CCHTACT!NG _j_ LAVESC: :.ilJS Mfl.MOS DESPUES DE USAR CARLSBAD MUl~lCIPI-\L WATEF~ DISTRICT DEVELOPERS HAME: ___ H_O_E_H_N_EN_T_E_R_P_RI_S_E_L_L_C_ ADDRESS: P .0. BOX 789 CARLSBAD, CA 92D18 12" X 36" SIZE \__ 2" BLACI< LETTERS .032 ALUMINUM .. 050 ABS PLASTIC OR STICK-ON VINYL SIGNS rr·yp I(' A, T C' T G' I\J C' _ _. .__,, 1:-l..L..J O -T 'i :,.J REFER TO IRRIGATION DETAIL SElEET #5, DETAIL 18" >: 18" SIZE .032 ALUMINUM .. 060 ABS PLASTIC OR STICl<-ON VINYL SIGr!S Q FOR INTALLATION DETAILS C: DRAWING FILES TITLE SHEETS\RECYCLED WATER TITLE SHEET.DWG 3/17 /09 j("',,, ~·,~ -~--;t___~ J/lt!_r DAfE ExplroliJ1s "" CHIEF ENGINEER R.C.E. 1t2J:!4-EXP. 3/31/15 Dcfo:9µ0,w,u '"""~~-"«ov--=ow,-»n»»»»,=¥«o«~-~-•" """""""""'""" ,,.,»~H-««H-»m»"""•mk<-"»>""'-"""~~~nn~,-~~M~~~"~-~· ,,. TELEPHONE: 760-438-4454 -~=o•=""'""'-'"'""'"'""'"'""vm,.-mN,o,,,.,.,,.,,,_,,"'"-"""'''""'""""='"""'"'''"'""'"""-"m">"'"•"''~"-"'""""""""" DATE PLAN PREPAHED: __ 0_6_-_10_-_2_0_1_4 ___ _ BY: _________ I_NT_A_G_L_IO_S_TU_D_I_O __ _ CITY OF OCEANSIDE SITE PACIFIC OCEAN /(3 ALGA AVE CITY OF ENCINITAS VICINITY lvIAP (~~~~~....-......-........-...~...-........-......-....~~~~~~...-....~\ ( ) ( ) ( ) ( ) ~~~~~~~~~~~~~~~~~~~~~ ..-.... ..-.... ...-.... ....-... ....-... ...-.... ....-... ...-.... ...-.... ....-... ....-... ..-.... ..-.... ..-....~ ..-.... ....-... ..-.... ..-.... ..-.... ( NOTE• APPROVAL OF THE REVISIONS TO THIS PROJECT ·~ NOT TO B SHALL SUPERSEDE PREVIOUS APPROVAL BY DEH. ) SCALE 1 ~~~~~~~~~~~~~~~~~~~~~ TY OF COUNTY OF SA~I DIEGO DEPARThlEi'IT OF ENV!RONf,IENTAL HEALTH LAND AND VIA1EH QUALITY Di\/lSION N MARCOS ~_:___,.--p"-=======-- GLGlM LEEl<S 7~7 s--1 '-z DATE EN\/IROt-lMENTAL HEALTH SPECIALIST "1-\S BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE SHEET _OF --5HEETS GENERAL NOTES I CONTRACTOR IHAll BE RESPOllllBLE fOR THE THOROUGH REVIEW 01 THESE Pl.AHi, DETAILS, HOTEi, AHO lPEClflCATIOIIS, & IIHERDICIPllllARY COORDIIIATIOII Of All lOFTSCAPE, HARDICAPE, AND UllllTIEI. All QUEll!ONI, IUGGEITIONI, OR lUBllllUTIONI EffECTIHG COIT SHAll BE ISSUED IS A REQUEST FOR INFORMATION (Rfl) TO OWHEI\/IDI PRIOR TO IUBNITTING fHIAl BID ID !HE CONTRACTOR ll!All NOTIFY !HE IHIPECIOR HIN. 14 HOURS Ill ADVANCE Of AN! REQUIRED IHIPECllOII. 11 THE COlllRAC!OR SHALL NOTIIY THE !.AHDICAPE ARCHITECT MIN. 48 IIOURS IN AOVAH(E Of ANY REQUIRED OR DEIIREO FIELD OBSERVATIOII. l CONJRAUOR SHALL AllUME fUll RE!PONSIBILIIY fOR ANY DAMAGES IMPOSED TO AHi EXIITl!IG UllllTIEI, COIISTRUCTIOH OR 01HER AMfHITIEl, DUE TO THE ACTIONS Of THE COIITRACJOR, THE COIITRACTOR'S EMPLOYEES Al/DIOR THE SUB.COHTRACTORS. VERIFY All EXll1111G COHDITIOIIS, INCLUDING ABOVE AND BELOW GROUHD UTILITIES PRIOR TO COMMENCEMEHf Of WORK. COIITACT UNDERGROUIIO SERVICE ALERT (300) 4ll-413l TO LOCATE All UNDERGROUND UllllTIEI PRIOR TO COMMENCEMENT OF WORK. J All \'/ORK lHAll COllFORM TO THE ATTACHED COHTI\ACT DOCUHEHll AIIO SPECIFICATIOlll, ANO All GOYERIIIHG CODES /OROINAllCEI. lUBSTIJU!El Will llOT BE P£RHITTED UHLEIS lPE(lflCAll'f APPROVED IN WRITING BY lHE lAllDICAPE ARCHITECT 1H ADVANCE Of lllllAllATIOII. 11 THESE PlAHI, DRAWIHGI AHD DETAILS ARE THE IOlE PROPERIY AllO COPYRIGHT Of IOG IIHL LLC, AIID SHALL NOT BE USED FOR ANY OlllER WORK EXCEPT Bl WRITTEN AUJHORIIATIOH BY IDG IIITL ll(. 13 WRITTEH OIMEl!IIOIII \HALL TAKE PRECEDENCE OVER SCALED DINEHII0/11, AND SHALL BE VERIFIED BY CONTRACTOR ON lHE SITE PRIOR TO UISTAL!.ATION. If ANY DllCRlPAIICIEl EXIST THEY SHAll SE BROUGHT TO THE ATTEHTIOll Of THE OWNER/ lANDSCAPE ARCHITEU PRIOR TO COMMENCEMENT Of WORK. 14 A SEPARATE PERMIT IS REQUIRED FOR SIGHS AND IIIE WALLS. 15 All WORK Will BE DOIIE Ill COMPLIANCE WIIH JHE CURREii! EDITIONS Of THE UHlfORM BUilDIIIG CODE, INfERNAJIOHAl BUllDIIIG CODE, UIIIFORM PLUMBING CODE, AIID 4 All !REEi l'IITHlll 5' OF PAYIHG lHAll BE P!.AlllED WITH DEEP-ROOJ BARRIERS lllSIAllED PER THE PlANTIIIG DETAILS AHO Hom IIIHT AIIO P!.AIITING SPECIFICATIOHS UNIFORM MECHANICAL CODE, AND NATIONAL ELECTRICAL CODE. If COHfllCJS ARIS£ WHICHEVER ll CODE IS HOIT IJRINGENT lHAll TAKE PRECEDENCE l MAlll!EHAHCE RESPONSIBlllfl: All !.AllDlCAPE IHPROYEHEHJl IHITAllfD IS lHOWII 011 IHEIE ORAWIIIGS ARE Oil PRIVAIE PROPERIY AHO Will BE ttAIIITAIHED PRIVATELY. 6 COIITRACTOR SHAll OBIAUI AND PAY FOR All PERHIJl, FEES, ll(fHlEl AND INSPEC110Nl NECESSARY fOR llllTAllATIOII Of THE lCOPE Of WORK. 7 THE COIITRACTOR SHALL ARRANGE A MEETING ON SIJE WITH All WEI AND ORY Ullllfl COMPAl!IES, All APPLICABLE AGENCIES ISIOCIAIED WITII TIIE PROJECJ PRIOR TO COMMMEIICEMENT Of WORK. OBIAIN FROM THE UTILITY COMPANIES THE SPECIFIC REQUIREME!Hl RElAIING TO IRRIGATION AIIO PlANTIIIG ADJACENT TQ AND AROUND fHElE ABOVE AND BELOW GROUIID Uflll!IEl. MAIN1Alll IEPARATIOIIS BETWEEll P!.AllllllG, IRRIGATION, AND UTILITIEI IS REQUIRED OF THESE AGENCIES. SUBMIT TO THE LANDSCAPE ARCHITECT WITHIII FIVE DAYS Of THE ABOVE REFERENCED 11EETIIIG A ll!T Of All COHFLIClS, DISCREPAIICIES, AIID REQUIREMENTS THAI MAY COMPROMISE THE lOCATIOHS Of lAllOICAPE MATERIALS OR ON CENTER SPAClllGS IS DEFINED ON TIIE COIIIIRUCTIOII DOCUMENTS. ARRANGE FOR A 11EE!IIIG 011 IITE WITH THE lAIIDlCAPE AR(llllECT AND CIVIL EIIGIIIEER PRIOR TO THE illl!AllATION Of ABOVE OR BELOW GROUIID UTlllTIEI THAT Will OCCUR WITHIH THE lANDICAPEO AREAS TO REVIEW PlACEHEHT OF TIIElE fACIUTIEI. ISIUME All RESPOHIIBILITY fOR RELOCAIION 16 THE P!.AIH MATERIAL SUPPLIER AHO/OR lAHDICAPE CONTRACTOR SHALL PROVIDE GUARAIITEED E'IIDEIICE TD THE CITY lAIIDICAPE llllPECIOR IIIAT All PlAllT MATERIAL IS COllSIITEllT WIIH THE APPROVED PLANT LEGEND COllSIDERIHG GENUS, IPECIEI, CULTIVAf\l, AIIO SIZE SPECIFIED. All P!.Alll MAfERIAl t/OT CONlllTEIIT WITH JHE PlAHT lEGEllD MAY BE REJECTED. 17 ALL REVIIIOilS AND CHAMGE ORDERS TO THE APPROVED lA!IDICAPE ARCHITECTURAL PlAMI ANO SPECIFICATION\ ARE SUBJECT TO 1HE REVIEW AIID APPROVAL Of THE CIJY lAHDSCAPE ARCHITECT BEFORE WORK HAY COIHINUE. MlllOR CHANGES ARE TO BE DOIIE WIIH TWO REVISED BlUEllNEI BEING SENT TO THE CIJY WITH NOllflCAIIOII GIVEN TO THE Clfl !.AllDSCAPE IHIPECTO!t 18 All WORK IHAll CONFORM TO All APPLICABLE Clfl AIID COUHIY ITANDARD Pl.AUS AND lAIWSCAPE GUIDELINES. 19 APPROVED lAIIDICAPE PlANS AND lPEClflCAJIOlil, AHO GOVERlllllG COUHTY DEPAR!HEIII OF PlANIIIHG AIID LAIID USE. lAHDlCAPE WAIER COIIIERVATIOII DEIIGII MANUAL lHAll BE Al JOB SITE LOCATION AT All TIHEl. lO THE CONTRACTOR JS REQUIRED TO MAIIITAIN LAIIDSCAPE IHPROYEHEIIJS UIHIL ACCEPTANCE BY THE GOVERIIING AGEIICY AHO/OR OWNER. OF Alff ABOVE OR BELOW GROUND THAT DO IIOT COMPLY WITH THE ABOVE REQUIREttEHTl. l I COORDIHATE WITH SUBCOHTRAUORS Al REQUIRED TO ACCOMPLISH COIISTRUUION OPERATIONS. SH 1H Pl.ACE PIPING, CONDUIT, SLEEVES, ETC, PRIOR TO llllTAL!.ATIOH OF (ONSTRUCTIOII ITEttS. 3 COllTRACTOR lHAll COHlULT WllH llTE lUPERIHTEHDENT, DIG AlERT, All APPROPRIATt AGENCIEl AIID DRAWINGS FOR LOCAJION Of All UNDERGROUIIO UllllllEl, PIPES AHO ITRU(lUREi; (OIITRACTOR IIIAll TAKE lOlE RElPOllSIBllllY FOR com IHCURRED DUE TO DAMAGE Of AHY SITE UTILITIES. 2l REFER TO CITY ANO COUNT/ STANDARD Pl.ANS MID lPEClflCATIOllS WHERE APPLICABLE. ll REPlACE EXISTING MATERIALS !HAT ARE DAMAGED DURING COHlTRUCJIOH. 24 DIHENIIOHS ARE FROl1 OUTSIDE FACE OF PAVING, WALLS, ETC., UHLES\ OTHERWISE INDICATED OH 01\J\WIHGl. 9 DO NOT WILLFULLY PROCEED WITH CONITRU(TIOH IS OEIIGIIED WHEII IT II OBVIOUS THAT UHKHOWll OBIJRUlTIOlll, llTE DllCREPAIICIES AHO GRADE DlffEREIICfl EXIIT THAT HAY NOT HAVE BEEll KNOWN DURING DESIGN. BRIIIG lUCH CONDITIOIIS TO ATTEHIIOII Of OWNER AND IDS. (ONTRACfOR SHALL ISIUHE FULL RESPOHIIBIUTY FOR IIECESlARY REVlllOlll DUE TO FAILURE TO GIVE SUCH IIOTlflCATIOH. 25 PROVIDE CAULKED IIOlATION JOll!Tl WHENEVER CONCREIE PAVlllG ABUTI FIXED EDGES SUCH Al CURBS, WALL.I, l!EPl, COLUMIIS, ETC. REFER TO SPEClflCATIOH SECTION #02853 AIID FOR #07900 ADDITIOIIAL IHFORMATIOll. ABBREVIATIONS I SYMBOLS AC ASPHALT CONCRETE E EAST , ELECTRICAL MAX MAXIMUM AD AREA DRAIN EA EACH MH MANHOLE APPROX APPROXIMATE EC END OF CURVE MIN MINIMUM EIFS EXT INSULATION FINISH SYSTEM MISC MISCELLANEOUS BC BEGINNING Of CURVE ELEC ELECTRICAL MPG MEDIUM PRESSURE GAS BL BASE LINE ELEV/EL ELEVATION BLDG BUILDING EMH ELECTRICAL MANHOLE N NORTH BOP BOTTOM OF Pl PE EPB ELECTRICAL PULL BOX NC NORMALLY CLOSED BOT BOTTOM EQ EQUAL NO NUMBER BVC BEGINNING OF VERTICAL CURVE EVC END Of VERTICAL CURVE NTS NOT TO SCALE BW BOTTOM Of WALL EW EACH WAY EXIST EXISTING oc ON CENTER CALC CALCULATION OD OUTSIDE DIAMETER CB CATCH BASIN FDN FOUNDATION OPNG OPENING CFS CUBIC FEET PER SECOND FG FINISH GRADE OS & Y OUTSIDE SCREW & YOKE Cl CAST IRON FH FIRE HYDRANT Cl CENTERLINE FFE FINISH FLOOR ELEVATION PA PLANTING AREA (LR CLEARANCE, CLEAR FL FLOW LINE PCV PRESSURE CONTROL VALVE CMH COMMUfllCATIONS MANHOLE FOB ALIGN W/FACE OF BUILDING Pl POINT OF INTERSECTION CMP CORRUGATED METAL PIPE FOC ALIGN W/FACE OF CURB POC POINT OF BEGINING co CLEANOUT row ALIGN W/FACE Of WALL POC POINT OF CONNECTION COL COLUMN FRP FIBERGLASS REINFORCED PLASTIC POVC POINT ON VERTICAL CURVE COMM COMMUNICATIONS F$ FINISH SURFACE PREP PREPARATION CON( CONCRETE FTG FOOTING PRC POINT OF REVERSE CURVE CONN CONNECTION fW FIRE WATER PT PRESSURE TREATED CONST CONSTRUCTION PVC POLYVINYL CHLORIDE CONT CONTINUOUS G GAS MAIN PVI POINT Of VERTICAL INTERSECTION COTG CLEAN OUT TO GRADE GALV GALVANIZE PVMT PAVEMENT CPLG COUPLING GB GRADE BREAK cw POTABLE WATER GR GRADE R, RAD RADIUS CPB COMMUNICATION PULL BOX GV GATE VALVE RCP REINFORCED CONCRETE PIPE RES RE-SAWN D STORM DRAIN HORIZ HORIZONTAL RD ROAD DBL DOUBLE HP HIGH POINT RDWD REDWOOD DCO DRAIN CLEANOUT RED REDUCER DET DETAIL ID INSIDE DIAMETER REF REFERENCE Of DOUGLAS FIR !NV INVERT REINf REINFORCED DIA. DIAMETER REQD REQUIRED DIP DUCTILE !ROil PIPE JB JUNCTION BOX REV REVISE,REVISION DMH DRAIN MANHOLE JT JOINT RIM RIM ELEVATION DWG DRAWING RP RADIUS POINT L LENGTH OF CURVE RS ROUGH SAWN LB POUND C: wRA'MNG Fll£S\THLE SHEETS\CLSB-IP.DWG RE\1SED: 5/15/2012 s SCH sco SFM SHT SIM SMH SPEC STA STD STL STRUCT IS S4S T TC THK roe TR TW TYP UG UNDF UNO V VERT w WI W.I. W/0 ws WWF D SEWER , SOUTH SCHEDULE SEWER CLEANOUT SEWER FORCE HAIH SHEET SIMILAR SEWER MANHOLE SPECIFICATIONS STATION STANDARD STEEL STRUCTURAL SEWER GRATE FINISHED 4 SIDES TANGENT LENGTH TOP OF CURB THICK TOP OF CONCRETE TOP OF ROCKWALL TOP Of WALL TYPICAL UNDERGROUND UNDEFINED UNLESS NOTED OTHERWISE VENT VERTICAL WEST WITH WROUGHT IRON WITHOUT WATER SURFACE WELDED WIRE FABRIC 6" ,, 1 .. , 3 CONCRETE MOWSTRIP intaglio studio (i)cx•· NATURAL GREY CONCRETE MOW STRIP. TOOL ALL EDGES \\1IB ¼" RADIUS. INSTALL TOOLED JOINTS AT 5' O.C, MAXIMUM. @3 ~ #3 REBAR CENTERED \\1THIN CON-CRETE CURB, G)coMPAC1E.D SUBGRAOE PER GEOTECHNICAL REPORt. @ADJACENT PLANTER AREA, CRUSHED ROtK. OR STABILIZED DECOMPOSED GRANITE. REFER TO CONSTRUCTION PLAN FOR LOCA11ON. @FlNISH GRADE, {z)ADJACENT DISPLAY AREA 949 892 2240 2468$ 1n11lil (Im 0·1M1Je dmrn ~oirll rnlifornia ~162? I 2 I I ? .. f:7' l,. ,~ 'v <I . , 1 lr;-jUli I lill[ J fffiill[ [ l~nilJJ. TOOLED -. -· 1 1-1 11-TIT- SCORE IOINT SECTION N.T.S. ~4 7 2 I SAWCUT JOINT SECTION N.T.S. 3 · I 4 7 2 > l 6" MIN. LEGEND 0 CONTROL JOINT 1/8"X 1-1/2" DEEP SAWCIJT JOINT AS SHOWN ON PLAN NOTES , · 1 l~lliniillrnil fn!llmw~11 , 1 TOOLED ' L,.:;11 !nil I !nil 11 I rt!:!1 I @11 ;I 11: I SAWCIJT 0 EXPANSION JOINT 1/4" THICK PREMOLDED MATERIAL THROUGH SLAB EXPANSION JOINTS TO 1. REFER TO SOILS ENGINEER'S REPORT FOR MIN, THICKNESS OF CONCRETE, MIX SPECS. AND SIZE OF REINFORCING STEEi.. 2. CON TRACTOR SHALL GUARANTEE "SOLE SOURCE" BATCH MATERIALS IE SAND, ROCK, CEMENT THROUGHT THE !JURA TION OF THE PROJECT EXPANSION JOINT S SECTION N.T.S LEGEND 0 118" WIDE SCORELINE, 112" DEEP, 114" RADIUS AT EDGES 2 CONCRETE SLAB PER SOILS REPORT 1 3 118" WIDE SAWCUT, 1·112" DEEP I 4 SANDED WATERPROOF SEALANT, COLOR TO MATCH ADJACENT CONCRETE PAVING 0 112" THICK POLYFOAM EXPANSION MATERIAL EXPANSION JOINT 5 SECTION N.T.S. IB 114" RADIUS AT EDGES DOWEL I\EBAl'.AT EXPANSION JOINT TYP. SLIP JOINT ONE SIDE. SIZE PER SOILS ENGINEER'S REPORT. REFER TO STRUCTURAL SOILS REPORT FOR MIN. THICKNESS OF CONCRETE, PSI, AND SIZE OF REINFDRCING STEEL NOTE: EJ'S TO BE AT 12'-20' ON CENTER MAX SEE PLAN Cj'S TO BE AT 12'-20' ON CENTER MAX SEE PLAN SEE CONSTRUCTION PLAN FOR ALL EJ, CJ, AND SAW CUT JOINT LOCATIONS B CONCRETE JOINTS HTS © BE PROVIDED BACK OF CURBS, BUILDING FACE/ WALLS, ETC. OR AS INDICATED ON PLAN. TOP WITH SANDED WATER PROOF SEALANT TO MATCHING PAVING SUBCRADE PER STRUCTIJRALSOILS REPORT, SLAB PER STRUCTURAL SOILS REPORT REBAR PER STRUCTURAL SOILS REPORT DEEPENED CONCRETE EDGE ADJACENT TO LANDSCAPE AREA. FINISH Gf,ADE 1" BELOW F.S. FOR TURF AND 2" IN SHRUB AREAS DEEPENED CONCRETE EDGE ADJACENT TO LANDSCAPE AREA. SEE MATERIALS SCHEDULE FOR: A) CONCRETE SURFACE FINISH. B) CONCRETE SCORING PATTEF<N A CONCRETE PAVING 3. CONCRETE AT A MINIMUM SHALL BE 6-7 SACK CEMENT CONTENT WITH A 4"SLUMP, 2500 MIN. PSI, WITH #3 REBAR @ 18" O.C. E.W.WC RATIO BETWEEN .62 AND .67 AND · IMCLUDE STEALTH FIBERS, ECLIPSE SHRINKAGE REDUCER OR EOUAL, LITHIUM QUARTZ SEALER OR EQUAL, AND 1 COAT REPELLANT. CONTRACTOR SHALL LIGHT ACID WASH ALL CONCRETE PAVING AT FINAL CLEAN-UP !US --~----TYP. NO. 8 AGGREGATE IN OPENINGS ,------CONCRETE PAYERS MIN. 3 118" (BO mm) THICK ,-----CURB/EDGE RESTRAINT WITH CUT-OUTS / FOR OVERFLOW DRAINAGE (CURB SHOWN) ,.I.II II I .,: .... . . ' .. ' . . ' • lo' • .. : • vv . ~ • V • • • • , e,:, "" ·-• •• a(56(:)o◊J.?No J,,QOOoo00 ~ · 7• OOo o'1\' voocfl,-,C,0O<£0a o "c--t---::::',;-BEDDING COURSE 1112 TO 2" (40 TO 50 mm) THICI( ~ po0 cPcib't5-f o ?,6'3,-, i : •• •. · • ' (TYP. NO. 8 AGGREGATE) l?M"-.J ooOJ?,ooo VI ,'-. ·v • ,~ ,9,[?~0QQT~)O of,I ... ~. -.. -.. +----+-4"(100MMJTHICKN0.57STONE <:,._,> v O OPEN-GRADED BASE rnOoOO 00080 k,o.;;_.,;.O• ~{t•,:.o r-; OQ O c2 Jo. • , MIN. 6" (150 MM) THICK 00,._...,0 Q r-l Q 0 0 , '•. :o.:•s,:q\ '.•, ,:,--,:¢ NO. 2 STONE SUB BASE o :-:..1. o __ ,.....<le~•"P,,..o • .,.P., 11~1ll~fl I:::[ I l:::111:::111=1 I 1=1 11 I= 11 != 11 != OPTIONAL GEO TEXTILE ON BOTTOM AND t=:111=1 I 1_1 I J_J I J_J I 1=111=1 I l~::::111=1 I I =I I SIDES OF OPEN-GRADED BASE SOIL SUBGRADE · ZERO SLOPE NOTES: 1. 2 3/8" (60 MM) THICK PAYERS MAY BE USED IN PEDESTRIAN APPLICATIONS. 2. NO. 2 STONE SUBBASE THICKNESS VARIES WITH DESIGN. CONSULT ICPI PERMEABLl'c INTERLOCKING CONCRETE PAVEMENT MANUAL. PERMEABLE PAVEMENT WITH FULL EXFIL TRATION TO SOIL SUBGRADE DAAWINGl'lO. ICPl-68 SGAU; NO SCALE AFJPROVEO FOR /RR/GA Tl Ori A1\JO 1°LA1\JT/f,/G O/\/L Y, /f\/C'LUO/1\JG PRECISE LOCA T/Ot✓ OF PLAt,JT/f\/G AREA. ~,=~-----··-.. ·---~--•NUUu ~""'~~•m~.,,,,--, " /\S BU !LT" RCE __ _ EXP. ___ _ DATE PEVIEWEO BY: CONSTRUCTION LEGEND CD CALLOUT S CLSB-lP.OWG REVISED: 5 15 2012 MATERIAL SCHEDULE DElCillPTION intaglio studio l.s1ndoc,1p.;; :\rd1ll1:-cturi;• + f-'i,.mnir1g 146ai 1ontndnrn ~mrne. dOQU fOln! rnlifomi~ ?U,n NOTE: APPROVED fOR PLANTING AND IRRIGATION ONLY, INCLUDING P~S!~!.!OCA,!10~-~L.f_LAN_T_INf!:.~~ EA . . , ... ~- 0 10 20 40 I S(AlI: 1" = 10' -O" 0 15 . . EXISTING SUILL .,_"'""""=nnn~~ ~-"""·-·· -~---------··--···~-, .. _______________ ,._,. ____ . 6/30/14 WBH 3RD CITY PLAN CHECK COMMENTS 6/10/14 WBH 2nd CITY PLAN CHECK COMMENTS 5/28/14 WBH 1ST CITY PLAN CHECK COMMENTS DATE INlTIAL DESIGNER OF wom< REVISION DESCRIPTION . ->NN-,-0•0Uffff~ l J 4 5 6 1 8 9 10 l J I b 1 s 9 IO II ll D/1TE --------- CONSTRUCTION NOTES IEE GHIERAl NOTES Oil mm #1 IOR C0IISIRUCTI0H Of All ITEMS Oil THIS SHEEl. C0IITRACT0R IHALL ACQUIRE AND PAY FOR AIIY REQUIRED ffRMITi AND APPLICABLE AGENCY ms AS A PAR! Of THE W0IIK SHOWN Oil film PIAllS AND 0ETAlll. If AN! DISCREPAIICIES EXIIT BElWEEN THIS PIAN AIID ACTUAL lllE COIIDITIONI, THE (Oill1ACTOR SKAll CONTACT THE WIDSCAPE ARCHITECT MIO RElOL'IE ANY CONFLICT rruoR TO PROCEEDING. INITALL All UNDERGROUND COllDUI!, 0RAIHS OR PIPING fOR ElECTRICAl, DRAINAGE AIID IRRIGA!I0II SLEEVING PER RESPECTIVE PIANS/0E!Alll PRIOR 10 COIISJRUCTI0II. SEE IANDSCAPE SPEOflCAl!0IIS SHEETS #l-4.0-LO WITHIN THESE PIANS I0R APPLICABLE lllfORMATI0ll PfRIAIIIIHG 10 THIS C0lllTRUCTI0ll ALL COIISTRUCTION $11All BE OVER MIii. 90% COHPACTE0 IUBGRA0E OR CERTIFIED U!I0ISJURBED 1/ATIVE SOil • HP. CONCRETE PAVING, MIX, IPEUflCATIOII, CONCRETE BAIE THICKHESS, REIIIF0RCIIIG STEEL, IUBGRA0E PREPARATION PER IO!ll EIIGINEER'l RECOHMEH0ATI0lll. CUR£ ALL CONCRETE WlfH WHITE CAP 'CURE-TREAT', PER MMIUIACTURER'l lPEClflCATI0ill. IEAL All PAVING WITH EX!ERIOR SATIII SEALER Al APPROVED BY IAllDSCAPE ARCHITECT, P0R0UI PLUS BY MIRACLE OR APPROVED EQUAL VERIIY EHHAIICED PAVI/IG IEL£([101! AIID SUPPLIER WHH WID!CAPE ARCHUECT MIii. 48 HOURI PRIOR TO OR0ERIUG fOR DELIVERY. OBSERVATION SCHEDULE GENERAL: C0llTRACT0R \HALL SCHEDULE ANO ADMltlllfER PROGRESS MEETIIIGS IHR0UGH0UT IIISIALIATI0II OF WORK. THE (0IIIRACT0R SHALl COi/TACT THE LANDSCAPE ARCHITECT AND 0V/IIER'I REPRElENfAIIVE 48 HOURI IN ADVAIICE Of THE FOLLOWING 0BSERVAJIONS (SUGGEITED BUI !IOI LIMITED 10): PNOR 10 COMMEIIClllG LAII0SCAPE COIISIRUCTI0N. FORMED IAIOUT Of PAYIIIG AIID M0WCURBS, BUT PRIOR TO POURl!IG CONCRETE. PRESSURE MAlllll/lE 11/SIAUATI0II AHD JEIIIIIG OBIERVA!I0II. AUTOMATIC COIIIR0LLER AII0 CONTROL WIR! lllS!AllATI0II. IATEML UIIE MID SPRIIIKLER 0BSERYATI0ll. IANDlCAPE COIIT0UrullG, PRIOR TO IIIS!AlllllG PIAIITS. AT OEllVERY OF All PIAl!l MATERIAL 10 SITE, SHORE PIAIIIIHG. AT TREE IAYOUl, PRIOR TO 0IGGI/IG HOLES. PIAIUIIIG AIID ITAXIIIG OF WIPLE fREE. Al IHRUB lA!OUT, PRIOR JO DIGGING HOLES. Al PRE-HAIIIJEIWICE OBSERVATION (Hill. 90% C0M?lETE). FIIIAL 0BlcRVATI0II AT END OF MAIHTENAll(E PERIOD. APP!·?OVED FOR IR,9/GA T/01\/ Ai\/0 PLANT/f\JG 0/\IL Y, lf\JCLUO/f\JG PREC!St LOCA T!ON OF. PLA1\/Tl0JG ~---~~ lNlll/1L DATE REVIEWED BY: "'"~------··-·--INSPECTOf .. _ •• ~------·----·-··--~,-TE..,_,....-..,-i I DATE INITIAL fsH_rrT] CITY OF1 CARLSBAlJ 1,J04f) ~ PLANNING DIVISION 14 I LANDSCAPE: IMP RO \TE1!8NT PLANS FOR: HOEHN BUICK-CADILLAC~ 5334 PASEO DEL NORTE ~ CARLSBAD, CALIFORNIA 92008 APPROVED: /tj;✓- PLAllNING F'ROJECT NO. DRAWIHG NO. OTHER APPROVAL crrY APPROVAl. C[) '14--01 482--2L __,,.,,N • .. NOTE A SLEEVE DEPTHS: UNDER ROADS, SCH. 80 lf--;:;;=;:;:;-;------------------------1 6" DIA. OR LESS -36" MIN. COVER GENERAL: GREATER THAN 6" DIA. -48" MIN. COVER IRRIGATION NOTES 1. ALL WORKMANSHIP ANO MATERIALS SHALL CONFORM TO LOCAL BUILDING ANO PLUMBING CODES HAVING JURISDICTION, ANO PER THESE PLANS, NOTES ANO DETAILS. ALL EQUIPMENT SHALL BE OF MANUFACTURER AND MODEL AS SPECIFIED, UNLESS APPROVED IN ADVANCE IN WRITING BY THE PROJECT LANDSCAPE ARCHITECT. IF ANY DISCREPANCIES EXIST, CODES SHALL PREVAIL. ALL IRRIGATION PIPES, VALVES AND WIRING ON PLANS UNDER PAVED AREAS OR HARDSCAPE ARE SHOWN SCHEMATICALLY. INSTALL PIPES, VALVES AND WIRING IN PLANTING AREAS WHEREVER POSSIBLE. 2. PROTECT EXISTING SYSTEMS AND ALL PROPERTY FROM ANY DAMAGE FROM THIS WORK. 3. WORK PERFORMED UNDER THIS CONTRACT SHALL INCLUDE FURNISHING ALL LABOR, MATERIALS, TOOLS, AND MACHINERY NECESSARY TO INSTALL A COMPLETE IRRIGATION SYSTEM, INCLUDING TRENCHING, BACKFILLING, ETC. INTENT OF THE SYSTEMS IS TO PROVIDE A COMPLETE READY-TO-USE AUTOMATIC SPRINKLER SYSTEM, FULLY OPERATIONAL AND GUARANTEED, WHICH PROMOTES VIGOROUS AND HEALTHY PLANT GROWTH, WITHOUT FURTHER COST TO THE OWNER. 4. PRIOR TO SUBMITTING BID, EXAMINE THE SITE AND CONDITIONS THEREOF, WITH THIS PLAN. 5. PRIOR TO COMMENCING WORK, ARRANGE A MEETING WITH THE LANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE, OR DULY APPOINTED REPRESENTATIVE. 6. LOCATE ALL NEW VALVES IN SHRUB / GROUNDCOVER AREAS ONLY. IF ANY DISCREPANCIES ARE FOUND TO EXIST DURING INSTALLATION BETWEEN THESE PLANS AND THE SITE, NOTIFY THE LANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH THE WORK. MATERIALS: 7. ALL MATERIALS SHALL MATCH EXISTING, OR BETTER INDUSTRY STANDARD, AS APPROVED BY LANDSCAPE ARCHITECT. 8. ALL PLASTIC FITTINGS SHALL BE INJECTION MOLDED SCHEDULE 40 POLYVINYL CHLORIDE AND SIDE GATED. INSTALLA1lON: 9. INSTALL ALL WORK PER APPLICABLE IRRIGATION DETAILS ON THIS SHEET. 10. COORDINATE THE INSTALLATION OF THESE MATERIALS WITH All OTHER LANDSCAPE DRAWINGS TO AVOID INTERFERING (IE: PLANTING OF TREES AND SHRUBS, ETC.). 11. ALL HEADS WITHIN THE RIGHT OF WAY AND WITHIN 10 FEET OF ANY HARDSCAPE, TURF OR OTHER AREA WHERE PEDESTRIAN TRAFFIC MAY OCCUR SHALL BE 12" POP UPS, TYPICAL 12. TRENCHES SHALL BE EXCAVATED TO PROVIDE DEPTH OVER PIPE AS NOTED PER LEGEND. BACKFILL FOR TRENCHING SHALL BE TO A DRY DENSITY EQUAL TO THE ADJACENT UNDISTURBED SOIL, ANO SHALL CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, BUMPS, OR OTHER IRREGULARITIES. ACTUAL BACKFILL ON PLASTIC LINES SHALL BE OF FINE GRANULAR SOIL MATERIAL WITH NO FOREIGN MATERIAL LARGER THAN 1 /2" (0.5") IN SIZE. 13. INSTALL SEPARATE IRRIGATION PIPE SLEEVES AND CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS, THROUGH FOUNDATIONS AND WALLS AS REQUIRED TO SUIT FIELD CONDITIONS. EXTEND SLEEVE 12" BEYOND EDGE OF HARDSCAPE OR STRUCTURES. COORDINATE THE LOCATION AND INSTALLATION OF PIPE SLEEVES THROUGH WALLS; BETWEEN PLANTERS, UNDER ROADWAYS, PAVING, AND STRUCTURES AND AS REQUIRED BY GRADE DIFFERENCES OR OTHER CONDITIONS. 14. THE INSTALLATION SHALL BE DEEMED INCOMPLETE UNTIL ALL EQUIPMENT HAS BEEN CHECKED AND ADJUSTED TO BEST CONFORM TO THE CONDITIONS AND REQUIREMENTS OF THE FINISHED SITE, AND APPROVED AS-BUILT PLANS HAVE BEEN SUBMITTED. SPRINKLER NOZZLE SIZES AS SHOWN ON THE LEGEND ARE BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN. ACTUAL FIELD CONDITIONS INCLUDING PLACEMENT OF SHRUBS, TREES, STRUCTURES AND LANDFORM CONTOURING, ETC., MAY REQUIRE SUBSTITUTION OF OTHER NOZZLES AND FOR INSTALLATION OF APPROPRIATE "PRESSURE COMPENSATING SCREENS" (IF APPLICABLE). ASSUME THE RESPONSIBILITY FOR EVALUATING THE NOZZLE AS SPECIFIED ANO SUBSTITUTE APPROPRIATE NOZZLE PATTERNS AND FLOW RATES APPLICABLE TO THE ACTUAL FIELD CONDITIONS. PROVIDE A FULLY IRRIGATED LANDSCAPE WITH A 100% OVERLAP AND MINIMUM OVERSPRAY ONTO ADJACENT PAVING AND STRUCTURES. COORDINATE IRRIGA1lON HEAD AND PLANT REPLACEMENT FOR COMPLETE COVERAGE TO ALL PLANTS (SEE ADDITIONAL NOTES IN "PLANTING NOTES" SECTION.) ADJUST SPRAY PATTERN, SPRINKLER HEAD POSITION AND LOCATION AS DIRECTED BY THE LANDSCAPE ARCHITECT TO ACHIEVE THESE MINIMUM REQUIREMENTS. 15. PROVIDE AN AS-BUILT PLAN WHILE CONSTRUCTION IS IN PROGRESS AND RECORD ACCURATELY ON ONE REPRODUCIBLE SET OF THESE DRAWINGS. ALSO, DIMENSION FROM TWO POINTS OF PERMANENT REFERENCE: THE MAINLINE PIPE, VALVES, PLUG TEES, AND CONTROL WIRING. SUBMITTAL OF AS-BUILT PLANS SHALL BE AS REQUIRED BY THE ENGINEERING AND PLANNING DIVISIONS. UPON COMPLETON OF THE IRRIGATION SYSTEM: 1 6. ADJUST THE FLOW CONTROLS OF THE VALVES, WHERE APPLICABLE, AND ADJUSTABLE FLOW HEADS AS FOLLOWS; FULLY OPEN ALL ADJUSTABLE HEAD FLOW CONTROLS. ADJUST THE FLOW OF WATER AT THE VALVE TO PROVIDE ADEQUATE PRESSURE AT ALL HEADS IN THE SYSTEM. ADJUST THE FLOW CONTROL ON ALL HEADS UNTIL DISTRIBUTION IS EVEN AND COVERAGE IS 100% FOR THE LANDSCAPED AREA WITH A MINIMUM OF OVERSPRAY ONTO HARDSCAPE AND NON-IRRIGATED AREAS. 17. PROVIDE "AS-BUILTS" FOR ENTIRE IRRIGATION SYSTEM SHOWING DIMENSIONED LOCATIONS OF MAJOR COMPONENTS (MAINLINE, GATE VALVES, POINTS OF CONNECTION, BACKFLOW PREVENTION DEVICES, VALVES, AND QUICK COUPLERS) FROM SITE STRUCTURES SUCH AS BUILDINGS, CURBS, WALKS, ETC. FINAL AS-BUILT PLANS SHALL BE PREPARED BY THE LAND. ARCH. FROM DIMENSIONS PROVIDED BY THE CONTRACTOR. FINAL AS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO SATISFACTION OF THE CITY, AND FINAL PLANS SUBMITTED TO THE CITY FOR THEIR KEEPING. FINAL AS-BUILT IRRIGATION PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. 18. PROVIDE 2 SETS OF NEW CONTROLLER CHARTS, COLOR CODE AREAS OPERATED BY EACH VALVE. REDUCE SIZE, LAMINATE IN PLASTIC AND INSTALL 1 SET PERMANENTLY INSIDE THE CONTROLLER CABINET TURN OVER THE OTHER SET TO THE OWNER'S REPRESENTATIVE. MAINTENANCE PERIOD: 19. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION INSTALLATION FOR A PERIOD OF NINETY DAYS (90) MINIMUM FROM OWNER'S ACCEPTANCE. CLEAN AND ADJUST SYSTEMS TO SATISFACTION OF THE LANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE, GUARANTEE: r----· ---BACKFILL .---FINISH GRADE Z. ~ "-"' ' / LATERAL LINE. /* ~ifr'7~-RECLAIMED WARNING ::, ,Y./~ / TAPE (ABOVE MAIN-~ ~ LINE & 12" ABOVE ~ ~✓ "'"""' MAIN-LINE, CONT.) -"Is:---~ ~~K'<R~M'---MAIN LINE OR SLEEVE A.,' M~--CONTROL WIRES NOTE B '!<-----~'dl"'_,,,x~ .,,~yA.• z SLEEVE DEPTHS: UNDER PAVING'."\ ~ '>: <'4 ::, ~pND1°~~s,LE~~H._ 4~ 8" MIN. ~ '"(?// tt?:\/{:~"''~ .... 3" -5-1 /2" DIA. -24" MIN.<_"'(/( :;,(, A A'\c A 6" DIA. OR GREATER-36" MIN:''/~ /'>., "-/ ,, '' SLEEVE(SEE NOTE:A/B CLEAN BACKFILL NOTE: 1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES. 2. BUNDLE AND TAPE WIRING AT 1 O' INTERVALS. 3. TIE AND LOOSE 20" LOOP IN WIRING AT CHANGE OF DIRECTION GREATER THAN 30 DEGREES. UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE. 4. INSTALL ALL CONTROL WIRE ON THE UNDERSIDE OF THE MAIN LINE PIPE. 5. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS. 6. ALL IRRIGATION MAIN-LINE TO BE INSTALLED OUTSIDE OF RIGHT- OF-WAY. F -TRENCHING .--------WATERPROOF WIRE CONNECTOR - SCOTCH SEAL, GEL-TITE, SNAP-TITE OR PEN-TITE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS -LOW VOLTAGE WIRING ~-------TWIST OR CRIMP WIRE CONNECTOR. INSTALL PER MANUFACTURER'S RECOMMENDATIONS G -WIRE CONNECTIONS 1------------- 1 I I I ,----------------{1 (D FINISH GRADE ,----~±----------® ® 1" IN TURF AREAS I L ,---------13 2" IN GROUNDCOVER AREAS . n--------n ® RECTANGULAR PLASTIC I VALVE BOX W/ 9 1/2" 1 X 15 1/2" LOCKING COVER W/ HEAT BRANDED 2" LETTERS I "MASTER VALVE" r-------:IJ-----{5 (±) EXTENSION I @ WIRE CONNECTORS PER 6 NOTES I @ ELECTRIC VALVE PER LEGEND ~---17 (j) PVC MAINLINE ;>-1.n,-.....11+-. PER LEGEND 0 ~-----------11 PVC MALE ADAPTOR COMMON WIRE EXPANSION CURL @ CONTROL WIRE EXPANSION CURL I I I I (j]) 6" MIN. PEA GRAVEL I I NOTES: 1. ALL PVC PIPE THREADS 3. BUNDLE AND TAPE WIRE I I --_ _J TO BE COATED W/ "RECTOR PER NOTES I SEAL" T-PLUS TWO OR 4. PROVIDE PURPLE VALVE EQUAL. BOX LIDS FOR RECLAIMED I 2. EXPANSION CURL WRAP WATER SYSTEMS -WlRE-AROUND-1--/2"._DIA-.------------~------- PIPE 15 TIMES. 5 G) IRRIGATION CONTROLLER: RAIN BIRD ESP-LXME SMART CONTROLLER WITH ET MANAGER CARTRIDGE IN LXMM METAL CABINET AND LXMMPEO METAL PEDESTAL. INSTALL CONTROLLER, CABINET AND PEDESTAL PER MANUFACTURER'S RECOMMENDATIONS. + @ RECEIVER (INCLUDED WITH ET MANAGER CARTRIDGE) @ CONCRETE PAD: 6-INCH MINIMUM THICKNESS © FINISH GRADE @ POWER SUPPLY WIRE @ 1-INCH SCH 40 PVC CONDUIT, FITTINGS AND SWEEP ELL FOR POWER SUPPLY (j) COMPACTED SUBGRADE @ :l-lNCH SCH 40 PVC CONDUIT, FITTINGS AND SWEEP ELL FOR STATION WIRES @MASTER VALVE AND REMOTE CONTROL VALVE WIRES 6 1 ~ }·;· . .' ~---~ , . . . . . •, ... ·• ... .,;J. :·, ,_. •' ' '! •• . " '¼ ' ,,: . .... . , '. NOTES: 7. ESP-LXME CONTROLLER IS AVAILABLE IN 8-OR 12-STATION BASE MODELS. ADDITIONAL MODULES IN 4-, 8-AND 12-STATION VERSIONS MAY BE ADDED TO BRING THE CONTROLLER UP TO 48 STATIONS MAXIMUM. 8. FOR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE THAN 24 STATIONS, INSTALL A JUNCTION BOX AT THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE AND COMMON WIRES FROM FIELD TO 18 AWG MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER. 9. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. 10. INSTALL CONTROLLER IN A LOCATION TO MAXIMIZE RECEIVER RECEPTION. USE ET MANAGER REMOTE MOUNTING KIT (ETM-RMK) IN CONDITIONS WHERE RADIO EXTENSION IS NEEDED. 11. PROVIDE ON/OFF SWITCH IN CONTROLLER CABINET. 4 D -PED EST AL MOUNT CONTROLLER FINISH GRADE 10" ROUND VALVE BOX W/LOCKING LID - STENCIL 'Q.C.' ON LID PVC MAINLINE. PVC SCHEDULE 80 NIPPLE ...____ PVC SCHEDULE 40 ELL NOTE: INSTALL 6" FROM NEAREST ADJACENT PAVED AREA. E -QUICK COUPLING VALVE QUICK COUPLING VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE intaglio studio L,nd$1;;:iµ0. Archiu,cturt< -~ l'l,rn-lling 149 892 81-10 1!t\Rl ~o.1!n dum rr1irnu~ dai1~ pl)ial rn!i[orni~ '11629 20. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL IRRIGATION MATERIALS AND WORKMANSHIP, INCLUDING LABOR, FOR ONE ( 1) FULL YEAR FROM OWNER'S ACCEPTANCE. MANUFACTURER'S WARRANTIES SHALL NOT REPLACE THIS GUARANTEE AND THE CONTRACTOR SHALL BE LIABLE FOR REPAIRS AND REPLACEMENT OF FAILED MATERIAL. NOTE: APPROVED fOR PIANIING AND IRRIGATION ONLY, INCLUDING PRECllE LOCAIION Of PlANllHG MEA. REVISED: 5 15 2012 ,-----------LEMUR STAINLESS STEEL ENCLOSURE ,---------BAILEY LINE SIZE 'Y' STRAINER .J:!j/_ 100 MESH MIN. MONEL SCREEN) r ----L-::--BACKFLOW PREVEN1ER ASSEMBLY I ~---------7 I I ,:._~,-r I rh-1,h I I BRASS ELLS I -l.J.UJ-'--U I (TYPICAL) I BRASS UNION FINISH GRADE BRASS RISER MAINLINE TO SYSTEM ( 18" MIN. DEPTH) A -BACKFLOW PREVENTER FINISH GRADE PLASTIC VALVE BOX W/LOCKING LID -MARK 'R.C.V.' AND STATION NUMBER ON LID l-il-~f-1..4'!-1-PVC MALE ADAPTER "--n---:r----l-U--'t:l....._);:J!\µL, (2 REQUIRED) ......... 2" X 4'' X 12" REDWOOD FOR SUPPORT ';:::::::?-sr-;r--l--J-,,;;:_-::..-:.-:.-_-----:.--i-::i--_;...~ = ~---PVC SCHEDULE 40 z ::, NIPPLE '-----PVC SCHEDULE 40 1 CU. FT. OF 3/ 4" TEE CRUSHED ROCK ~-PVC MAINLINE. B -CONTROL VALVE .-------ROUND GREEN PLASTIC VALVE BOX W/LOCKING COVER FINISH GRADE ~' yj:;. %, ..---.---1+2'-6~-BALL VALVE r--tt"<T"C'--UN ION '-------1 CU. FT. OF 3/4" CRUSHED ROCK C -BALL VALVE IRRIGATION LEGEND SYMBOL HIG/ KOOEl NO. D[SCRIP!ION 111 GPH/GPH MD OETMl NOTE: THll lRRIGATION IYIIEM IS DESIGNED FOR fUTURE RECYClED WATER AND All IRRIGATIOH EQUIPMENT SHALL HAVE A PURPLE COYER OR NON POTABLE !ABEL PER LOCAL AGENCY REQUIREMENII. CONTRACTOR IHAI.L INITAll NON-POTAllLE SIGNAGE PER AGENCY STANDARDS WHEN THE RECIAIMED HETER IS IHITALLEO AND PROVIDE PURPLE "CHRISII" RECYCLED WARNING TAGS, ONE PER VALVE BOX. 0 EB • w ~ [%] ~ RAIHB!RD XB,IOPC XERI-BUG WIIH 114" JUBIHG Ifill AND BUG CAP RAIHBIRD XB-05PC-6 MUlll OUTLET XERI-BUG WllH 1/4" TUBING STAKE AND BUG CAP 30 LO GPH O' 30 O.l GPH O' MINBIRD HODEL #XG-100-PRB-COM FOR J.20 GPMI MODEL #XG-lF-100-PRF FOR 0.2-l GPM GRISWOLD CONTROl5 2230 IEl\l!l PRESSURE REGU!ATING MASTER VALVE, LINE lllE. lET AT 55 PSI HUNTER HQ44-LRC-AW•R I" ACHE THREAD QUICK COUPUHG 'IALYE WITH KEY & NON-POTABLE CAP NIBCO l·l85 SERIH BALL VALVE, llNE Silt FE8CO B25Y REDUCED PRESSURE BACKFLOW PREVENTER, LINE llZE RAINBIRD ESP-lllXME-12 ITATIOH SMART CONTROLLER WIJH ETC.lX ET MANAGER SMART CARTRIDGE, AHO ONE -4 ITATIOH EXPAHIION MODULE • EX?ANOING TO 16 ITAIIONS PROllDE llOV POWER, REFER TO ELECTRICAL PIANI FOR POWER CONNECIION INSTALL WITH MINBIRD HM-RG TIPPING RAIN GAUAGE !HUT-Off DEVICE AND IHITALL IN A RAIHBIRO lXMH MEIAL CABINET ON lXHNPED PEDESTAL HOUHT. PRESSURE MAINLINE-J/4" TO 1-112", UIE PURPLE PVC SCH 40, {SOLVENT WELD), BURY MIN. 18" BELOW GRADE, 2" AND lARGER UIE PURPLE PVC (!Ali 315, (SOLVEHT WELD), BUR! 24" HIN. BELOW GRADE, Sl!E NOTED PROVIDE RECI.AIHEO WARNING TAPE CONTINUOUS 12" ABOVE HAINLINE, ITPICAL NOH-PRESSURE I.ATEI\Al , PURPLE PVC Cl£l 200, {SOLVENT YIELD! 8UR1 MIN. 12" BELOW GRADE. J/4" MINIMUM lilt UNLESS OlHtRWIZE NOTED H • 5 N · 5 I · 4 H • 4 [ • 4 C • 4 A -4 D • 4 0 -5 F • 4 -• --IHRUB AR£Al,RAIHBIRD XfDP-CV-06-18 PURPLE DRIPllNE WIJH .6 GPH EMITIERI Al 18" O.C. f • 4 0 • 5 TUB!llG SPACED APPROXIMATE[! 18" ON CENTER ANO 6" Off Of ADJACENT HARDltAPE lURf AREAl•RAINBIRD XflP.fl6•1B PURPLE DRIPLINE WIIH .6 GPH EMITTERS AT 12" O.t !UBING SPACfD APPROXIMATELY 12" ON CENTER AND 6" Off Of ADJACENT HARDICAPE BURY l·l" MIN. BELOW GRADE. ORIP,IJNE PRECIPITATION RATE 0.61 IHCHEI PER HOUR. ----ILEEVING, PURPLE PVC ICH 40, IEE DETAIL F SHEET 4 FOR HIN. BURIA~ ll!E SLEEVE ----lX DIAHtTER OF PIPE f · 4 [MJ PROPOSED 2" DOMEITIC WATER MEIER AND SERVICE PER CIVIL EHGINEEI\I Pl.AHi. [BJ PROPOSED fUTURt 1" RECYCLED WATER METtR NO SYHBOl NO SYMBOL no IYMBOL NO SYMBOL NO l'iMBOL NO SYMBOL NO IYMBOL NO SYMBOL I 1/2" WIRE SLEEVING, PVC ICH 40, EXTEMD MIN. 12" BEYOND EDGE Of PAVING, BUR! MIH. 24" BllOW GRADE ,--------'IAlVE NUMBER rf\ 35· G.P.H. ~ L --PLANT HYDROZONE ~----VALVE SIZE 120 VOLT ElECTRltAL POWER, PROVIDED Bl ELECTRICIAN, VERIFY ACTUAL LOCATION IN f!ElO DURA· All lOlVENT WELD PVC FIITINGI SHALL BE DURA lOI. 40 DEEP IOCKET flPE Al APPROVED-IRRIGATION COH!ROL WIRE #14UF AWG DIRECT BURIAL (U.L APPROVED) RA!NBIRD· IT-OJ GREY "SNAP-TllE" WIRE COHNECTORI ANO PJ.$5 SEALER KB! INC. K.IC-XXX-S SWING CHECK TYPE CHECK VALVE, LINE lllE OH !ATERAl LINE KB! INC. KC-XXX-5 IPRNG CHECK TYPE CHECK VALVE, UNE lilt ON !ATERAL LINE RAIHBII\D IPIN LOC Tm, Ell5, COUPUNGI AND f!TIIHGI fOR CONNECTION BETWEEN PYC !ATERAL LINE AND ORIPllNE TUBING RAINBIRD FLUIH VALVE INSTALLED AT LOW POINT Of EACH DRIPLIRE SYSIEH, IH VALVE BOX M • I (SHOWN ON PIAN DlAGRAHAJ!CAlll-IEE Xfl ORIPLIHE CENTER FEED IAlOUI DETAIL ON SHEET L-2.1) RAINBIRD AIR RELIEF VALVE IO BE IH!TALLED AT HIGH POINT Of EACH DRIPUHE SY!TEH, IN VALVE BOX l • 5 (SHOWN ON PIAN DIAGRAl1AlltALLY-lEE Xfl ORIPUNE CENTER HED LAYOUT DETAIL OH SHEET L•2,I) APPROVED /--OR /RR/GA T/01\J A/\/0 PLAt\/T//\JG O!\JL Y, /f✓CLUO/f,f G PRECt5[ LOC·A TIO/'../ Of--PL/1NTING AREA. --·-··--·--;; /.-\ S-B u IL_ -r-7 DATE j """"'""'"""" ____ ,., _______ , ______ --··---·---"•"·•·- FlCE __ EXP, ___ _ REVIEWED BY: !~ ., { rnl.J·it -~® ,'JOTl:S: I. ~;\}}tf',5J[l~"~'-(~Tftf1 l1i1'\~S /i.~I\Jl aU,«.:~ t'i'Jl~l£j/. 2. IH!UJTI! .t;:lt fllll"{5 (~Vi) 11,<,1 I t--1c1, ,>'.'. t,;t'.l !~; r1.;,.(( I/ >~t!fll!'II .<'.'"lH5 >'IC,•',',~,-;,, !H:'1 C-H•ls:-.<;. w·-5\ & f o:~ ... ,--r r D®J - (l)-i [J![J:'r~ C<J...lm / '1"i,,0~'tc1ill&J;}'" """'' ,q, ! 1$!?"" ,rr ,,\ J'lf £ t~~ ~ Aq>r-1rn -• •~,\\L VlL'.i'. ~\iH ~M'.) l(WH ®=ffl ' ,., '"'"'· -L G 1,~• fME 1.vx nm.or, CD--► .. FFf'.lfil V,\L', '/t!r,-1 P}l)l,00,: '/,:t~ 1:1 ~zc,corr cv---7 §ft_ 5~-]½J!.0,L~-r~r ier"ccu "" \U w mnin , c,,,._ -----------------~ UillLL Ct<itRPTIU! ~PfP./OYN . ·····-·~··--·· NOTE· (ALL HARDWARE SHALL BE VANDAL PROOF) REt.'YCLED WATER HEQU!REO SIGNAGE FOR RE.CYCLED WA'IER USE AREA,.S:: ALL USR AREAS ACCESSffiLB TO THE PUBLIC SHALL BE POS.IED wrm SIGNS (M1Nll'.1UM 2 l'ER M!rfER) THAT ARE VlS!BLE tO 'fHl1 f'IJDLIC .!N A SIZE NO !...ESS 1HAN 4 fNCHfB HlGII BYS INCHES WIDE, 1 12" ! ! 4• ·-- DO NOT DRINK ® ~ ,. .. .. f<I·-INSTALi. WITH 3/S" STA tNLESS MUM LENGTH AM.STER ON STEELBOLTSATAMINI Of TWO LOCATIONS- ASREQU!RE.D, USE l"Df WASHER TO PROTECT SI f•l/4~01\LV,\N[ZWSTE Et.. OST U-CHANNEL, OR nox p il!:·-111= 1t1=lll=III 111111111111_111-111= . ' CONCRb-''fE =111-111=111 · 111=111 111= . -. fill ill= . . i' 1=111= . lli=lll 11-__ Rl¥. Wf';WWO OA'Tt CARLSSA) ~MliC!/1,~L WATER frlSfRICf Id'/, ,J~J "'1✓• !!{11 NOTE; SEE TITLE SHEET FOR SPECIFIC LETTERING XIZE, AND INFORMATION. iJ'fPA.SS Ti:E FOR 8EC"iCLEV \\'ATER TEST/NG ',<•~•~~,_,.;,""'~~•1'>."""• I< l;-•_<;,'.0;;11._, ~J:U} ~•,:~•l'l,>J.CS W>,,o, > S -BYPASS TEE _;o:I!tv,•...-ry '""1- )1',<11,a;J ~,::__ "~ W·l5 S."""• -1•"" :-=-·"'' .,--------PEDE:;TAL MOUNTED IRRIGATION CONrROLLER ENCLOSURE -----RAIN SEHSOR: ·-----3/4-INCH SCH 40 RISER EX[ENSIO_ N (FIPT X MIPT) SECURED TO ENCL0SURt VllfH SCH 40 NUT . ------WIRE TO IRRIGATION COHfROLLER NOTE: KEEP CLEAR OF ALL OVERHEAD OBSTRUCTIONS TYPICAL. RAlf\l SENSOR t!.T,S, PED EST AL MOUNT RECYCLED WATER WARNING SIGN N.T.S. .FOR.M!NU\IUM WORDING RE:QlJIREO ON SIGNAG£ RIWERENCE TUE ON~SITE"NOTES LE1'T.lm "II' . f7 I I l6l. I 2·-7"~ I I I 4 5 FP 1 'ii 4 NOTE: 0 SINGLE-OUTLET 10-32 THREADED INLET X BARB OUTLET EMITTER: (';\ RAIN BIRD XERI-BUG 1032 EMITTER \V TOP OF MULCH @ FINISH GRADE G) POLYFLEX RISER AND ADAPTER ASSEMBLY: RAIN BIRD PFR-FRA ® PVC SCH 40 TEE OR ELL © PVC LATERAL PIPE 1, RAIN BIRD XERI-BUG 10-32 THREADED INLET X BARB OUTLET EMITTERS ARE AVAILABLE IN THE FOLLOWING MODELS: XB-05PC-1032 0.5 GPH XB-10PC-1032 1.0 GPH XB-20PC-1032 2.0 GPH N -XERIBUG ON POL YFLEX RISER G) PVC EXHAUST HEADER @PVC SCH 40 TEE OR EL (TYPICAL) @BAAB X 1MLE FITTING: @sue-SURFACE DRIPUNE: RAIN BIRD XF SERIES DRIPUNE (]YPICAL) POTABLE: XFS DRIPLINE NON-POTABLE: XFSP DRIPUNE @Jlz" POLYETlfll.£NE BlANK TUBING: r,,, RAIN BIRD XFD-MA FITTING (TYPICAf.) \V FLUSH POINT (TYPICAL) SEE RAIN BIRD DEfAIL "XFS FLUSH POINT" OR RAIN BIRO XF SERIES BLANK TUBING @BAAB X BARB INSEITT TEE OR CROSS: RAIN BIRD XFD-TEE OR ,;;-. "XFS FLUSH POINT WITH BA1.L 1/Ai_VE" \V PERIMETER OF AAEA @ RAIN BIRO XFD-CROSS (TYPICAL) AIR RELIEF VAf.Vf.: ·RAIN BIRD AR V/.LVE KIT @PERIMETER DRIPUNE PIPE TO BE INSTALLED 2•-4• FROM PERIMETER Of AREA {z) PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND) @PVC SUPPLY MANIFDLO SEE RAIN BIRD DETAIL "XFS AIR RELIEF VAi.VE KIT" OR "XFS AIR RELIEF VAf.VE KIT IN PVC HEADER" @BAAB X FEMALE FITTING: RAIN BIRD XFD-TFA-075 FITTING @¾" PVC NIPPLE, LENGlli 1-S NECESSARY @coNNECTION FROM SUPPLY MANIFOLO TO DRIPUNE (]YPICAL)-SEE INSET A INSET A NOTES: 1. DISTANCE BETWEEN LATERAL ROWS ANO EMITTER SPACING TO SE SASEO ON SOIL TYPE, Pl.ANT MATERIN..S AND CHANGES IN ELEVATION. SEE RAJN BIRD XF-SDI DRIPUNE INSTAUATION GUIDE FOR SUGGESTED SPACINGS. 2. LEN<ml OF LONGEST DRIPUNE lATERAl.. SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. 3. AIR RELIEF VAf.VE TO SE INSTALLED AT HIGH POINT OF AREA. .C~RS[J-\'.,b: PffiEST,'-l uouur.r,WG 0 -XFS DRIPLINE CENTER FEED LAYOUT 51Di:7llo/...'( ---~ CIJRl:l--~ Al'l'?0)(.8' r-r-l4f;1BER EOX UV l'il;IER FO!All!.E 6:::'lsYICE LIIJE a• Mjit'lli 10' MWlM.11 TO FOTAlol.E MA!-11.11-E IN STF!:ET_~- FECYCLED I\IATER IFRIGAilal MA'NJ.INE U.V 61.tt\'1' ~ NOTE, V!:RTICAL Cl.EA~ Cf~• MINIM!tl I$ MANDATORY' II.HEN CROOOJrr, PATH CF A FOTA61.1: IIJA!l:R LINE. NSTP<.t.Ailetl Cf RECYCLED 11/AJER IRRklArtal MAllil.lNE 24' f'R:;1'I ~ACE Cf SIDE'Jllll.K U!LL fW/iDE Tt-l5 NECEOOAFrr 10' HORflZC!ITAL C~ l'Rct1 FotAel.E MAINL8'E IN &TRl:ET. (!) POTABlE SERVICE LINE CROSSING olffiT &.'/sfACE --~ ,rd:rl$1W/✓..kx,.,.,iy~4'//i,fwl4'&A:ff ,?-,.f !'01/!aE il€!'MCE LIE --~ J.t, FEET ($1: ~ DAAIJ,~/ ~• H1Nil'l.11 l't'G!IIFitD 'IER!ICAI. 6:::"PA~Tlal Fl:CYCl.<D IUAll:R ~TICl-l MAH.UIE 1111 &lM! J . tl01J:, ALL FtCYCI..ED IUAlm l~Tlal FIFE PIO ilEEVE5 $!ALI. Ell: FlJFf\.E .li<P !.Ael.l:P M iif!:CflED :i, '51.li<Pill'l:> ;fECl'ICATJCW FOR FRIYAll! ~TW &TIITEM&' 'CAl<U6AD l'l:CLI-MAT!Ctt fi;1.ILE$ ,!J() !'l:l,.ll.AllCt!S FOR CG!l&n:a,;Jlal lf .ECYCI..ED IUATER MAINS' CCTcei:R l'ffl @ POTABLE MAINLINE CROSSING P- SIOEWALK----~ ~-,----METER BOX 111111 METER /44• 12' INIMUM 10' MINIMUM WA lER IRRIGATION fAAINU E 111TH SLEEVE ----"'-=====-=======-==~----1 RECLAIMED WATER IRRIGATION MAINLINE 'MTH SLEE'IE-------- NOJE: VERTICAl CLEARANCE Of 12' MINIMUM IS MANDATORY ½HEN CROSSING PA1H OF A POTABLE WATER LINE, INSTAl.l.ATION OF RECLAIMED WATER IRRIGAT19N MAINLINE 24" FROM FACE Of SIDE'IIALK '/111.1. PROVIDE 11-JE m:ct;SSARY 10 flORIZONTAl CLoARANCE FROM TH£ POTABLE MAINLINE IN THE STREIT. POT ABLE MAINLINE CROSSING intaglio studio L;nd~c,;pu Ardiilet.lurr: •'· Pt;wninz manmo 116E 1~nla durn uven~B- -donf poir,I (nliforni~ ~2H1 NOTE: APPROiEO fOR PlAHTIHG AND IRI\IGATIOH OHlY, INCLUDING rREalE lOCATIOH OF PlAHTIHG AREA. 7 NOTE: CD FINISH GRADE/TOP OF MULCH ® VALVE BOX WITH COVER: RAIN BIRD VB-6RND 0 PVC SCH 40 TEE 0 PVC LATERAL PIPE ® FILTERED DRAIN VALVE: RAIN BIRD 16A-FDV ffi BRICK ( 1 OF 2) 6-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL K-DRAIN VALVE 4 CD flNISH GRADE @ SUBTERRANEAN E'.MITTER BOX! R.AJN BIRD SEB 7X8 @ AIR/VACUUM RELIEF VAi.VE KIT: R.AJN BIRO AA VAI_Vf. KIT TO BE INSTALLED AT HIGH POINT IN DRIP ZONE © FlNISH GRADE @ PVC SCH 40 TEE @ PVC HEADER PIPE {z) BRICK (1 OF 2) ® 3• M~IIMUM DEPTll OF ¾" WAfJHED GRAVEL L -AIR RELIEF VALVE G) FINISH GRADE 0 FLUSH CAP FOR EASY FIT COMPRESSION FITTINGS: POTABLE: RAIN BIRD MDCFCAP r.i\ NON-POTABLE: RAIN BIRD MDCFPCAP \V E/>Sf Fff COUPLING: RAIN BIRD MOCFC0UP 0 SUBTERRANEAN EMITTER BOX: RAIN BIRD SES 7XS ® SUB-SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE POTABLE: XFS DRIPLINE /?\ NON-POTABLE: XFSP DRIPLINE '::.J 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 0 BRICK (1 OF 2) 1. ALLOW A MINIMUM OF 6-INCHES OF DRIPLINE TUBING IN VALVE BOX IN ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX. M -FLUSH POINT ' ~•=~---~~-"~'---=-"'"" -.--='-'-'-'-' .. ="'" 11 NOTI;:S: CD flNISH GRADE/TOP OF MULCH @ VAf.Vf. BOX WITH CO'IER: RAJN BIRD VB-STIJ 0 30-INCH UNfAR LENGTH OF WJRE, COIi.Eil © WATERPROOF CONNEC1!0N: P.AlN BIRD DB SERIES @) 1-INCH BAU. VN..'IE (INCLUDED © IN XCZ-PRB-100-COM KIT) !O TAG 0 RE'.MOTE COlflROL V/.LV8 RAJN BIRD PESB (INCLUCED IN XCZ-PRB-100-COM KIT) © PRESSURE REGULATING QUICK CHECK BASKET ALTER: RAJN BIRD PRB-OKCHK-100 (INCLUDED IN ® XCZ-PRB..:100-coM KIT) PVC SCH 40 fEW,J£ ADAPTOR @) LATERAL PIPE @ PVC SCH 80 NIPPLE (LENGTH @ AfJ REQUIRED) PVC SCH 40 EU. @ P'IC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH -40 EU. @ PVC SCH 40 TEE OR EU. @) MAJNUNE PIPE @ 3-INCH MINIMUM DEPTH Of 3/ 4-INCH WAfJHED GRAVEL @ PVC SCH 80 HIPPLE, CLOSE (INCLUDED IN XCZ-PRB-100-COM KIT) I -DRIP CONTROL ZONE 4 CD SUB-SURFACE DRIPUNE: RAJN BIRD Xf SERIES ORIPLlNE POTABLE: XFS DRIPUNE NON-PaTABLE: XFSP DRIPUNE © INUNE DRIP E'.MITTER OIJTU'.T @ TIE DOWN STAKE: RAIN BIRD TDS-050 WlTH BEND (m'ICAL) © TURF /FlNISH GRADE OR SHRUB BED WITH MULCH © RATCHET CLAMP (INCLUDED WHH ADAPTI::R) © INSEITT ADAPTER FOR PVC PIPE: R.AJN BIRD XF1.HNVPC 0 PIO LATERAL PIPE MINIMUM 1" IN DIAMETER DEPTH PER SPECIFlCATION 1. PLACE TIE DOWN STAKES E'IER'f THREE FEET IN SAND, FOUR FEEf IN LOAM, AND F1VE FEET IN CLAY. 2. AT FITTlNGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. 3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NUT REQUIRE TIE DOWN STAl<ES. J -XFS DRIPLINE BURIAL Af--Jf'J/~OVEO FOR IRF<IGA TIOJ\/ AJ\!D PLAf\/TING O1\/L Y, I/IICLUO/1\/G f'JRFCf-'5[ LOCA TIO!\/ or PLANTING AF?EA. "AS BUil T" RCE __ _ EXP. ____ _ DATE REV!r:WED BY: DATE 1----t----t--------------------t-----,1----1-----t--~ APPROVED: --6 30 14 WBH 3RD CITY PLAN CHECK COMMENTS ~;,; --,.:::-,;::;:---f'e';"-:"1"'0;':-"-14±w=s77H--f2::-'n'-"d:--=C:::ITY:':---'.P:::LA":':,N'--c,C77HE=-c:cK-:-:Cc:O:-:M:-:M:::E:-:NT:::S:--------j---+---t---+--: PLANNING j(, up. Ok ;; ~:;;;:;::;::::;==;;;;:;;=:::,;==::::,:=,::::::=:;========;-;:::====:::::=::: '"' 7_,,_,. ~ ,5-,;_/_::2::::8~/c...14+.WccB'cH--cc--+1c;:S:..:T--=-Cl:..:T.:...Y...cP_;;LA=N_CccHccE:c.:C:..:K:___::::C..::.O:c:MccMc:.EN"-T'-'S'-------t-=-:-:::::---+=-:c-i-=:c-+:=:-:--: 'DWN BY: _l'/6JL._ PROJECT '·'O. ,-~ ·~--.:'ic if' r DATE INITIAL DATE INITl/,l DATE INITIAL CHKD BY: .....ill.!L._ " DRAWING NO. OFcP!J oh•0'15 DESIGNER OF WOHK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RI/WD BY: _l'/!H ___ ~ __ c_::.,_·r_J_'l_l.l_r_-(_)_1_,c ___ 4_.8_J_2_··_2_L_ ExpiroUon Do\e:s,3=--______ __,,_ ____ _ ' ' ' I, 'Du ' 'Df :;-, ' 8iOPET£NT!ON FACILITY = 282 SF ,~:: ti' (m,inm ,mw illKB ftW:Af!TIOr ._J lO:[lBIJ~l SlE Wtlil'%U:'.'fID;t P1J."i iJID Drrr.l?f2. ii t~JAnC: 1~r'A1t)i: t,.'iilSSim£ faE1\1lJ('t:[ffi Hi-0M Ci\RLS8fiiJ1 1,·1 i· ';;I'.;JGlNtffi:NG l:il&7t'%R'TIA8.rT, \fffitF'f IN. :fltl._!» ?.ii(OO l0' l( '!ii..'SiAUATION, MD1f1tY lt.A.WJSt~c1t:: AACt;.;JJECY C'.'"' f._.1\f"if i/ J1$Cl't'tf'PJ'<ZC[~ fal}Wtl'!:'TU,if, ,\ --"-·---=·----~·-·-----=--~-------"--·--~~~~--'··-----'-->. ----. __ ,-,.--.- JlJJ :P:31 ' Fir-.!'11!-GLlA:h :~.~;.-'.$%Urtc~. 16.5: t?St I --~-~"-~-'I l~!,01 11!~' Fl@ll ,ts Ofli]ll'Jlm, .. 'i,i· . ~f,l/GPH . )Ml,._~..=.il'~r Ml!: l,lll llll\lG,Hm• i1GK~ 1$ i:iffi1iW!O Hit loT,!, irrnP) \IK~IEl lillD iili li!llii¾f!,JM '.·~[rl\EWJ lllAll ~~ft• flill;' .l WHR u~ WO~ N/1~1, JI~\ Pl) Jt!!i, liGEKI ~>(lhl,R'~.:,m. WW'!l!l:tO~ 1;1lil iNiTMU. flO,j,PQl\it,! iGliAGt rB! AGll'IJi !l~~Afil!i w~;k 1-8S m:.l/ll~m rm:i I! [~Sl~ll.W il'C P~.Oll~E ['Ir.Fil' "U:FJ[l' i.1mmil Whllt!J!G 1J(l OW[ fll 1/.fi,l )0)(, v ~ 1.'-\l~lltJ1 iia§f~n~ f11JU1 111uflH t']l,llU~ Wrf1t Ut.:·' t1li{~ii lU,!!£ ~:m s;G CM W0&-1sElltFJ IJ\121&' , r,11~., f!Jc 051 !fill, ':U1\!tNf llt,n· ~Vii 1.11/. Ir ~Rill.i G'\11), l/4' n:~:IH ml' Ultlll ll1~!1X~1lli lilli!l:& ltl/J~ ,ar/!l•'.U!Nmii ~ff:NH,, ll :1URPlE /JijlflW, w1rn .o 1ii'B HWl:Hli 1:1 1!' ni 1'Jllil6 l'lt~,o i\Pi'i\O~l~f.:'.[1 I!" !lM (ti!TE! \ill !" O'f (t' ~~:ij:n, '.lARO~c!<f'! W!f ,!,~Ni ~~ll\U ~,lt-14-lll l't!IPlf ,ir!Wf W1llli J, S:'M flWITm ill ;," O.t nm~:~ §i"!lll: AP1fi.Oi\fi{.kTHi !T ~a tEHI1' ~~) ~,; (fl m ~~ AfJHF [i.9.~.lMftlt ~LR! i-l' f1!1•. i!illl!'f -i~ow ri,:Hllit ?1,~J~lr.ll,l;i '¼Tt u{:iic,:,i ~rn !l~Jlitft. Sl~:!!!;1>i VU~Plt fV£ 1Cb ill. iH o:r,W f ~~\H #,I n)l! tiJt 5l1&lkl !!:~ S;rw:: ]~ [jfp~fYfR r;Jf fl ijl J'i>Jfo's'ii I" iltliltWt \!itk''tli, HH'I ~in ,rnllCE ?,~ um rnG11:wt1 cLil:tl l Ill' \~II.I: Jl!sWmt, f/s 1:., !~. l'Ift~~ 1·1 t ll' ~fiONJ ,nc, ijf "•''!Nii, @~' nlfl. 14 lltt~W "'""' ~---VALi" l!l!KBER ~----~ ·----\tAlVE §ll~ ltU i,r· ;rr,;~;llJC\I f\1'll'\R i\\cr11~rn ij'/ !tKi~](l/,1~ nRifl ,:HAL 11Ci"IOW :,j H1Jl 1!!!1~31\l IP'f ;li)( lf.f~ •J!, te•ijrlJ~~, AtJ~ flTIWGl rn, co11,m@~ !,;11/1,'f~ '!{ (ifffEll.iit ;Jill! AND •J!\i'IJ~' ·rut'Vf ~iw~,(U ,lJJP, tM!i.U UfiJ~fij A:i l~11ft( FfiH7 C 'S~G1 ~Mrt:l~ iin'PL lil ¥km! !ijA (rnCm: J~ !W: DleiiMffilulffil!V• H lii'c lll!PHl\i' F1u:~ IT,:;; !fo.Y(l!Jf Ufl'i:tl 1ii1 IHtH ".2,1; lli\l~BI~, ij' ir. ,r; lAl1, Jrc >k ·iisniu,~ &IT fl!Gt f{)il]~ Df ;irn Dlll,'UP' !'ii'frn. ll VAm la~ (llill'Aff: Cl1 PL,i 1/#GI\/Jilill:ls!lt, EE:,! ~I.IPL!l.t Ct?!I~ 1r:J !.4YiJ1'f :,rt,,: I!,~ !NUT _.;u; AS-BUILT ' ,.__ n • l l · l I SHEET I rilrnY or ri 1 fLCBAJ~ SHEETS I ! I I 1' \,, J:'._ '{, ,0 ' -. J.J , \....I .\. ~-11 I q; l PLANNING Pl VJ Si ON I ff,ANf:1Sf:APE . IMPROVEi,iE-NT ' PI.ANS FOR: fbj r iq r?"-~:-·J re'~ JA I' J n L n fi, F" I r-Ji ,~8'\' :c: :, p v~ r _--1J ~-c;J LL, if~[ . ~~[ ;L"J; \)J,, 1~_:,L<;~::,.,.....'\:~,.CC' r---~'.!-c-:) ll '.. ,!L.,.& ·-'~}L"" 5JJ{ IP A"' s:,r:, D""'' '\H)IR"Tl: I ,~J.l-L"'>-· !G:L r" t\'' l Sr, ,, D CA·UrC)RJ\\LtJ~ \tJOJ8 11,,..,. -\:\. _.,.,, :;t x:;_,, \ --I APPROVED: , { ~ ~-"'~l· ,.d;, '"' I.,, /"St' '"';(,, Jij_ ~ f,_i\~ I ~ &/e,( \\ W.: ~ , sf-.;'.;:, n.: _JI,._ ',--, I PLANNING ,,.-:1--·--' -' - iDWN BY: _WIH . , I PfZOJE.CT NO. ii DRAWING i\! 0-. ! ICHKD BY: __ JAfti'.._ I ~~o ,, 482-2Li " -Qi 1\ fRVWD SY: __ .'/lllli_, L l., ,1 l 4, .... : , " , 'L . ' ' ' l 1 i i ' ' i j LANDSCAPE PLANTING NOTES GENERAL: 1. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OR CLJENT- APPOINTED REPRESENTATIVE A MINIMUM OF 48 HOURS IN ADVANCE OF COMMENCING WORK IN ANY DESIGNATED AREA OR PHASE. 2. THE LANDSCAPE CONTRACTOR SHALL PERFORM All WORK PER THE PLAN, DETAILS, AND PER THESE NOTES. PROVIDE PLANT QUANTITIES SUFFICIENT TO Fill AREAS SHOWN AT SPACINGS SPECIFIED ro THE SATISFACTION OF THE LANDSCAPE ARCHITECT OR CLIENT-APPOINTED REPRESENTATIVE. 3. THE PLAN IS DIAGRAMMATIC -THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OR CLIENT-APPOINTED REPRESENTATIVE A MINIMUM OF 48 HOURS IN ADVANCE OF PLANT INSTALLATION TO REVIEW ANO APPROVE PLANT MATERIAL AND LAYOUT. THE LANDSCAPE ARCHITECT OR CLIENT-APPOINTED REPRESENTATIVE SHALL RESERVE THE RIGHT TO REJECT ANY PLANT MATERIAL DEEMED UNSUrrABLE FOR ANY REASON AT THEIR DESCRETION -rr IS SOLELY THE LANDSCAPE CONTRACTOR'S RESPONSIBILJTY TD PROVIDE surrABLE MATERIALS. 4. VERIFY ALL REMOVAL MATERIALS AND LOCATIONS WrrH OWNER'S REPRESENTATIVE / LANDSCAPE ARCHITECT ON-SrrE PRIOR TO COMMENCING WORK. MATERIALS: 5. INSTALL QUALITY, FULL-SIZE PLANTS THAT CONFORM TO THE STATE OF CALIFORNIA GRADING CODE OF NURSERY STOCK #1 GRADE. WHEN INSPECTED, PLANTS MAY BE APPROVED OR REJECTED AT THE PLACE OF GROWTH AND ON THE PROJECT srrE. AT ANY TIME DURING PROGRESS OF WORK. INSTALLATION: 6. CONFIRM ALL UNDERGROUND UTILITIES LOCATIONS PRIOR TO DIGGING. 7. PROVIDE GROUNDCOVER ON All SLOPES WrrH HYDROSEED MIX AS PER PLANTING LEGEND TO PREVENT EROSION. 8. SOIL PREPARATION SHALL BE AS PER AGRONOMIC SOILS REPORT. 9. INSTALL GRO-POWER 7 GRAM PLANT TABLETS IN BACKFILL AT BASE OF PLANT ACCORDING TO THE FOLLOWING SPECIFICATIONS; 10. FLATS 5 GALLON 15 GALLON 1 TABLET 14 TABLETS 18 TABLETS AFTER ROUGH CONTOURING, SOIL PREPARATION AND FINE CONTOURING IS COMPLETE, STAKE PLANT LOCATIONS AND OBTAIN APPROVAL FROM THE LANDSCAPE ARCHrrECT BEFORE EXCAVATING PLANTING Prr5, MAKING ADJUSTMENTS AS DIRECTED. SCALE FROM THE DRAWINGS AND STAKE FOR LANDSCAPE ARCHITECT'S APPROVAL PLANT LOCATIONS NOT PRECISELY DIMENSIONED. 11. UNLESS OTHERWISE DIRECTED BY AUTHORIZED CLIENT REPRESENTATIVE, INSTALL "DEEP ROOT" (OR EQUAL) SUBSURFACE ROOT BARRIER FOR ALL TREES wrrHIN 5 OF PAVING, WALL OR CURB, AS FOLLOWS: INSTALL PER MANUFACTURER'S DETAILS AND SPECIFICATIONS. 30" BOX OR LARGER TREES 24" BOX TREES 15 GALLON TREES MODEL #48-2 MODEL #24-2 MODEL #22-29-18P CONSTRUCT A 3" EARTHEN WATERING BASIN AT THE EDGE OF THE DEEP ROOT BARRIER. TRIM EXCESS BARRIER MATIERIAL TO FLUSH WrrH FINISH GRADE. 12. INSTALL GROUND COVER MATERIALS UNDER ALL SHRUBS PER PLAN. All LANDSCAPE AREAS ARE TO RECEIVE ErrHER LIVE GROUND COVER OR MULCH. NO "BARE SOIL" PLANTING AREAS ARE ALLOWED. SETTLE ALL LANDSCAPED AREAS WrrH OVERHEAD WATER PRIOR TO FINE CONTOURING AND INSTALLATION OF PLANT MATERIAL 13. AT UNDEFINED LOCATIONS AND BASED ON ACTUAL FIELD CONDITIONS OF PLANTER DRAINAGE AND SOIL COMPACTION, ADDITIONAL LANDSCAPE NUISANCE DEWATERING FACILITIES MAY BE REQUIRED. INSTALL AT LOCATIONS DEFINED BY THE LANDSCAPE ARCHITECT, A 3" THROUGH CURB FACE CORE DRILL BACKFILLED WITH 1 CF OF PEA GRAVEL AND FILTER CLOTH TO PROVIDE A WEEP POINT FOR NUISANCE WATER. MAINTENANCE / PLANT ESTABLISHMENrr PERIOD: 14. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE INSTALLATION FOR WAfERING, PRUNING, WEEDING, ADJUSTING ROOT-BALLS, MOWING, EDGING, FERTILIZING, CLEANING AND ANY OPERATIONS NECESSARY FOR PROPER CARE AND UPKEEP FOR A PERIOD OF NINETY DAYS (90) MINIMUM FROM OWNER'S ACCEPTANCE. PRUNE TREES AND SHRUBS TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. PROVIDE WEED CONTROL IN ALL PLANTING AREAS DURING CONSTRUCTION AND MAINTENANCE. USE WEED CONTROL MATERIALS OR MEfHODS THAT DO NOT NEGATIVELY AFFECT VIABILITY OR ESTABLISHMENT OF THE LANDSCAPE PLANTING. USE WEED CONTROL MATERIALS AND METHODS IN CONFORMANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS. PROVIDE A WEED FREE PLANTING INSTALLATION AT FINAL TURNOVER. SUBMIT IN WRITING THE PROPOSED WEED CONTROL MEfHODS AND MATERIALS CONSISTENT WITH THE CONSTRUCTION SCHEDULE AND THE WEEDS PREVALENT ON SITE AND ADJACENT PROPERTIES. ALLOW 3 WEEKS REVIEW OF THE WEED CONTROL PROGRAM BEFORE PROCEEDING. 15. CONrrlNUOUSLY MAINTAIN ALL LANDSCAPED AREAS INCLUDED IN THE CONTRACT DURING THE PROGRESS OF THE WORK, THE BASIC MAINTENANCE PERIOD AND UNTIL FINAL ACCEPTANCE OF THE WORK. PROVIDE SUPPLEMENTAL HAND WATERING FOR PLANT MATERIAL AS REQUIRED TO PROVIDE VIGOROUS GROWTH AND HEALTHY PLANTS. FERTILIZE EVERY 30 DAYS OR AS OTHERWISE DIRECTED BY THE AGRICULTURAL SOIL ANALYSES. WATER-IN FERTILIZERS WrrH OVERHEAD WATER. 16. WHEN ALL LANDSCAPE IMPROVEMENTS HAVE BEEN INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, NOTIFY THE ARCHITECT AND REQUEST THE "START OF MAINTENANCE". IF THE ARCHITECT DETERMINES THE WORK TO BE SUBSTANTIALLY COMPLETE AND IN CONFORMANCE Wrrl·I THE PLANS AND SPECIFICATIONS, THE CONTRACTOR WILL BE ADVISED THAT THE BASIC MAINTENANCE PERIOD IS STARTED. INCOMPLETE ITEMS WILL BE IDENTIFIED AND MAY BE COMPLETED DURING THE BASIC MAINTENANCE PERIOD UNLESS DIRECTED OTHERWISE. 17. AFTER ALL WORK INDICATED IN THE CONTRACT DRAWINGS AND SPECIFICATIONS, INCLUDING ALL OTHER DIVISIONS, AND INCLUDING ALL ITEMS INCOMPLETE AT THE START OF BASIC MAINTENANCE HAVE BEEN COMPLETED, INSPECTED, AND APPROVED, CONrrlNUOUSLY MAINTAIN ALL PLANTED AREAS BY MEANS OF WATERING, WEEDING, ROLLING, MOWING, RESEEDING, CULTIVATING, SPRAYING, MULCHING, TRIMMING, EDGING, OR OTHER OPERATIONS NECESSARY FOR THEIR CARE AND UPKEEP FOR A PERIOD OF NOT LESS THAN NINETY (90) DAYS FROM THE STARTING DATE OF THE BASIC MAINTENANCE PERIOD. THE MAINTENANCE PERIOD Will BE EXTENDED, IF NECESSARY, TO INCLUDE ADDITIONAL TIME TO MEEf THE REQUIREMENTS FOR COMPLETION PER THE PLANS AND SPECIFICATIONS AND AS DIRECTED BY THE ARCHITECT DURING INSPECTION AT NO ADDITIONAL COST TO THE OWNER • . 5 15 2012 _,,--,2 Sedfon I " LARGER THAN ROO BALL Sm!~: !"0::1'.Q'' A SHRUB PLANTING (i)ru11I IHIUlW!rn HIO!IAU UOti~ I" A1C!'fE FINIS!¼ GUDE AHO $1.0P[fOII DU!IIAGE, AVOID Pl.AIHIIIG IH Frnijl Of[UIGi\1!011 SPU,Y llmlS 10 9i◊Y!OE nmA.m WllHI f0511B!.E. Q) J~ liWll \'IA!E1 RErrnrnm MSUI f[! SE U/,\Ol[D it!Ol !O H!E mo Of Ill, MMmrnA!I(( PEK!OO, @nH!S1tGU!)f, @t1HD151l!UI1lII.I.ml 50!L @rrnirmmmi:1,mmmrmowcuoE. !IUM/lllt P!i PlAHllllG Hi:tmANo 'iPE{lfl(AllOH>. PUP,\lEO lA{Kf{lLm mi:ono IIOaTl(UUUUL ~IJ.lt~.ifMf. @illrnurn lOJL l'fll SH(ltl(MIOli. 06'' MllUM!J/;\ COMPJi<IEO liA!m umm PU m1.ono r101 fl( uuum 101t:rnm1. !lOmi I. IACXfl£lllhlflUALSl!AtllWT HAnf"A,IJtuSGRUl!R rn,rn /fr. UlAIUP!l lllllf !O if mm,IHI ro Is l,\l/i!MU,ll Of 6" wmu MI.Uf' mm· IHAH numn (OHUl11U ${.\UfY 101101,1 ~Mo mmw Pu.111 m fi.!OaflJM{KflU, lALl.'illrn.lAUMSl!All mim t' 1111c:< LAY!« ruHm MUHH, um IOPU.IWUG mmKA!IOli), (DvrnEmmt, m: PtMm~G Pl.Ml. 5-$l!Ull-l3 mtt: l"=l'--0" @m JO? Of IOOISAtl l~ A!□n )Uiii:OU/ll!IHG Gl.!,lli MIOHOFEfOtDUtJ'iA!it @Mmf.Ho MO:Jlll SH w.1m1wmmlCAmJU$. 0J" OU/ WA!flUHti mm. W.IOH P110i ro m mo Of 1.Wl!mi.1/la mrno. @fllllSH Gm[ @u11011rnmt1KAIIVE501L 0m.t!fl'S.IDHAlll)laHIJMOf Plllllltif.iflf. @nAli.f!ti(i fARm. rnmll3" mownNIS-11 GUDE, @rrnCEOR 'IIAlL-UfU JO (OIISliU{fJO~fWltoi rm. At>Olllmm YlHE Pl.UITINC tmAfl~i,JH n 1, w--., murnm. @umm ¥1llE tQOlUlt A'.:i uosi JO mu Ol \'fAtl A5 PD~SlaH. @i:tMOH lllllSm SfAlE OK mAlUU HAM[ AHO AITA(!! fO mm 01 \Ull-W[t !O PlJJlflllG srmHCAUOll~ FOB .\IH!iOtl OF AIIA[l!J,\[li[. 6" MAX I " LARGER TH N ROOTBALL t!!IIU: !. um Au YJHUA~ (LO\£ HI B,\(I{ Wi.fACt Of fir A1 f05lULE. Senion Seid-,! l*"'l'-0" 2. Atl YUltS MID E$l'AtJft1 SJmt tt l!f[l TO suno.U!IIG l'iAlt~AND n.JWHG Al: Nmrn Ill PlAIHlHG sm1mAHOlli F VINE PLANTING LANDSCAPE PLANTING NOTES, CONTINUED GUARANTEE: 13. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND LABOR FOR ONE ( 1) FULL YEAR FROM OWNER'S ACCEPTANCE. SPECIAL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL PLANT MATERIALS SHOWN ON PLAN. QUANTITIES ARE ONLY ESTIMATES. SUBSTITUTIONS MAY ONLY BE ALLOWED WITH PRIOR APPROVAL OF LANDSCAPE ARCHITECT. 2. · CHECK WITH LANDSCAPE ARCHITECT FOR POSSIBLE NURSERY LOCATION FOR PRE-SELECTED MATERIAL. OWNER SHALL PURCHASE, CONTRACTOR TO COORDINATE DELIVERY AND INSTALL MATERIAL IN ACCORDANCE WITH THESE DOCUMENTS. NOTE: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. S.YHIHT,!1 SUH:l''"'l'-0" intaglio studio Lwd,c.1p,i Ard1ikctur~ + PLinning = B REE STAKING b 8 (1) rmmAl' AROUN~ ,m ,m~ Ill FOU1\4)¥LACES.. IJ,'.~[i\H rmm11F#Jll& ()t 1-S[UP #JOIH. @2"0IMHJUX rn' lOOGEPOtf ~rAH(2 TW.tEl m~J-~E!F. uu.t OF morutL um ro mmraIIOH) FO& nm MIO SW! iuimu. @1 • GUAGE GAlmmo-AHl!UlfO wm fKOM ,m mu IO SIAXf. AlfAClt TO HAKE WIJH G~mwmi HJ.IL @rm1tu1M. @1mru.wmw:rn . .um lO'HAlWUD nu PlAHIIIIG DHML, IHl~ SIJHI, fO~ fLAHmm n1muc110N'I MW Sf({lf!fAllOUS. @m1Hl!GJ1AO£. (l)IJJwtsrnmo MAJJH sOJL {1!~'~;.~t;,!. ;~ !l[Jlt): I. mu TO n.AtHIHG SPH!fl(l,,flOl!S Mm ElHAILS f01 SOIL MHHOMrn!S AHD fUPAl:ATIUH,flrnllmSA!rn ROU[ 5TIMUlAHm, U!E nu~~ GUHM AMClltlH IHFOt!l41JOII m,11w w umum111a 1. All m.HOAJ1J flllM um 15 GJ.lLOII rn&OUGH J6"rnl SHALL tts,mo AS lltuSIRAIEO. ~m-m--01 SCAlf, 3{4"=1'-~" (Drm lOO!UtLA\Al!HAIN iOOIWl\'IH1" HOVE AW.WHflHllll&HOL @r imu um ormt.: rn!Ptrnu1i rnrnmwAm iA~!H. @f' Ullf£0!'iflil Of i:f.(O/m,um DK !IAIIH 'iOIL ro mvrnr SHU!II(; Of ROOTSAtl 0fWIUlU hM!l/Oi l:OOT 511/MArnx FA(WS. UP!.!U,l!OH, Q.UAJW!Y MW U,1){0 m PU!illli(; $PH!flCAmms. flAH2/3 rnEDEPrn OFJ.OO[Hll sum.ct @r' om l'fA!Ullm m1H .uou110 rwrmr; r1r. UMOH U)Jll PUOR rn rnr um Of MAIHH!i~NCE mioo. @scmn SJOH AHO !01!01~ Of ?i.lH[!RC rn. 0 PJ!PAUO/M\f!iD!O BACK.fill ~Oil PU vtANflNO mm1(AnoN5 m1m .mumu. @mmlfmrit (!)u1m11w,1rn liAUYE SOIL @ournM;frnHJ,l, mu.10 l.l(AlltAGEllW.IL$m mnm ORAINM! (G;lfiCUHflOI-I Of '{ARl(lij} [l!E nm!. (OHOJHOMS. @m rn.n11mAtH~rn nm um, REm 10 "UH HANmHi II! mu" OE I All m .\ODmDIMt !!lfORM.\UOH, liO!fS: I. ma JO PUNTING SPH!HU.!IOH5f0J SOIL AMU!OMHHHH!) mm.i.llOli,fHIJUlm ANO iOOI ~TJI.\Ut.i.mis, !Jlf[ liUH/l li!IA"WiAHO II.Hf llifOi/UHON mt.1£0 fO nu PlANlll!C. 1 murnmrrLAHmwm;rnorn~mmmrn ADOH!O~no11.t,ltSUL\JW JO; •IUf '.ifAKlilG/CUlllH/ .oumm ,ROOI8A!ll!ER C TREE PLANTING 24" BOX AND LARGER HRf-PLl>Ol SCI.If, l/1~=1',0" .... . . : .. E PLANT SPACING 'lHES ~!lJ'IIQ durn ownue {un~ ~oint to!iforni~ 92l1'J (Dmuw, mt tU!L!ltHc., Ol uwm:. -----t f @muruurMAHR!Almm.c1HGHiDIUif[}ltl UlE Pl.AHIINC UGEHD. 2 @ti'10fU!i!El~PAClllG. @At!GII PUIH lil.AIHIAlAT atlfSIDf mm OF f!.J\K!Ei Am. §/30/14 WBH 6/10/14 WBH 5/28/14 WBH ' . . . 3RD CITY PLAN CHECK COMMENTS 2nd CITY PLAN CHECK COMMENTS 1 ST CITY PLAN CHECK COMMENTS REVISION DESCRIPTIOi'I 3 ::a:: _.. ;;: ...._ 0 l-1/.' = (.,:., ~ ...... = ~ ""' = = = r- z ~ 0 = = n "°~~~ 11111; 1· I = = . ,==j L . 'I-ALL WIDTH + 2 1 (DnlM fi:ONOS, Ill Ill:t> l!P PO~lf!Oli fl!lM FAlf,l SUPPUEI. @o~GA!ltc mmt u r1umn. @rtoNfl ll1lDE US[jP!UL!.nU YIIIH !JH(l/-1(, ((1/lfl!iUU!Jlllt. @urn HV/l~ mA1GiH .4110 mnm(PlUMi}. @uw!Ull{HIUU:Oi:: iU[KOOI), @1·· DEEP um: 01-am: Cl!ll' 1.1mm ON 101 or PLAHflllG Pl!. 0 ◄« om WAHRIHG mm AT EDGE Of PUHll/l!i' Pl!. IWOHMS!Jf Pl10t 10 mo.or MAlffrrnAllH m1uo. @nmsuGunr. ® fli[IUm. AHO[Ot l□Of SJIM!JlAWl no:m. AnL!WIOH, OU.\HUJt ANU m11a m PUHII/IG mm1CATIONS. ® ~{Wff SICfi.U!D NHO,I\ Of ?LAHllt!ll r!T. @wASHHl COHmll ~ANll. i"ACK!ll!. SOIL m fl.Alll!llGSPl{lflfATIOliS. @ntlt!Mifmmt l":!FHIOWINA6!1lHAllSM m(lfl{ lJUllli.,\G!(O~f!(i!JlhflOSOFVAUQl!S rm nmA~DCOllO!llO'H). @r· mL?tUl:S.JAl Of U-COMPAO!O OR 1mm l(l!t f(J PUmtI!ifllltNG DfgoortALL @rn~!All .~ J.liAMm:l m DUI~ CAf,1." ,UOY£ GI.AO!, M.O.t #11 (~U(K~ @-l''ll!.MiHJHmmhtlNS!'EOMiPtPt JIOIE~ I. mu lO ?U.NIIMG mmltAri0N5 f(lk 5~ll AMtH!.lAl!!m JINO fl!HUIH!!i, HU!Ul£X$AND Joor STl,\\UlAfOl), uu lti.JNK GUAiDSMm AIIY tHFOiM.lcllOH.UlAIEO JO lUEP!J.HmiG. 2. um ro IHWA/Ht/!G ltGHl!.lWHt(HM,U Uffi[ll(E AlllllllON'Al!llfAIL~ lflAHO IO UH PLllHING WHIG! MAY IN(WOf: .!!ff ~fAXING"f!HHHW,OiAINAGf,~001 UIJl-fl 3. .l'J.LJ,\ mt BA(Kfllt Sliiltl IE WAlU.JEmD $. fAfllHI OUWIG PUlfllHG HI ArnIm l,IAXIUCIIA {(l/4PMUO!ifi}I mmm. Section S(Jlfo;j/!"=!'.o'' A PALM TREE PLANTING DATE I JNJTIAL DATE IIIITIAL OTHEH APPROVAL Cl"fY ;\PPROVAL S-OAf.PU--01 $(AU,J/3"zl'-O" /1F>PF?O\/[O FOR IRF?IGA T/O1\J Ai\/0 PLANTl/'vG 01\/L Y, /t,/CL.U0/!1/G PRECISE L.OCA TIO!\/ OF PLANT/i\JG AREA. BUil T" RC[ __ _ EXP. ___ _ DATE REVIEWED BY: LANDHOEHNVB1LY1cK~CAD I LLAc& 5334 PASEO DEL NORTE CARLSBAD, CALIFORNIA 92008 DWN BY: _Villi__ PROJECT HO. DRAWING NO. ~~t)8 ~~: =1:-:-___ ~ __ c_o_· _-J_Ll_--_o_·i~ ,_4_8_2_-_2_L ·90 NOTES: I. 50% OR MORE Of ALL SHRUBS WILL BE 5 GALLON SIZE OR GREATER. 2. All SHRUBS ALONG PASEO DEL NORTE WILL BE TRIMMED AND MAINTAINED TO LESS THAN 30" IN HEIGHT. 3. ALL ABOVE GRADE UTILITIES WILL BE SCREENED FROM VIEW WITH PLANTING. 4. ALL PALM TREES ALONG FRONTAGE WILL BE LOCATED 3 FEET OR MORE OUTSIDE THE PUBLIC RIGHT-OF-WAY AND ALL TREES WILL BE 7 FEET OR MORE FROM ANY SEWER OR UTILITY LINE. 5. ALL IRRIGATION IS LOW VOLUME SUB-SURFACE DRIPLINE. I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY Of CARLSBADS LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WIT THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. C: DRA\MNG FlU:S mu: SHEETS CLSB-IP.DWG RE\1Sl;:O: 5 15 2012 73.50 FC intaglio studio t.su;d~t-api.• Aa:hHits.:turn + PL:rnntng 949 3?2 8140 'iHaS 1Qnt~ dorn hi~~" dAi,~poinl rnlifomiu '125ti 0 10 20 40 S(All: 1" = 10' -O" EXISTING BUILL ,..---.,,.-.,,,.....,,...---.,,-,, ,,.....,,_,,....,_--<. FOR CHANGES TO R,LAN-JIN~ IN THIS AREA, EE' HE~T 1\4 D PlANTING LEGEND IYNBOL BOTAHICAL HAHE EXISTING SHRUBS: wdl EXISTING l(EP!Alll TO REMAlll PROPOSED TREES: ~ 11#! 0 ARE0\lTRUtt ROHANlOFflAIIUH CHAMAEROPS HUHILII lOPHOl!EMON COHFER!UI COMMON NAME ICEPlAHT QUlEN PALH flEDITEMHEAll FAN PAlH BN\BANE BOX QTY. SIZE RrnARKS PROTECT IN PLACE Jl ll' BTH SfAIIDARD ) J',5' BTH MUlfl 24" SOX lTAlWARO PROPOSED SHRUBS: (PROVIDE J" !AYER IHREODEO BARK MULCH 1H All PIAHTIHG AREA· AGUINAGA FOREII FLOOR) 1111 ~ ~ IBBm r8:8=8 ALOE i!RIATA lAHTAllA IEllO'NIAHA 'MOMA' AEONIUtt 'ALICE KECK PARK' VIEITR!IIGIA 'JERVIS GEM' HUHLEliBERGIA RIGENi PROPOSED VINES: BOUGAIHVlllEA 'BARBARA ilMST' PROPOSED GROUND COVER: COMl ALOE 619 WHITE !!WUNG LAH!AHA 836 HYBRID AEOIIIUM 346 DWARF COAST ROlENARY 163 DHRGRAl\ 16] BOUGAIH~llEA VINE 64 5 GAllOI! Al 18" O.C. lR!AliGULAR IPACIHG I GALLON Al 18" O.C. TNAIIGUlAR IPACl/lG 5 GALLOH Al 18" O.C. TNANGULAR SPACING 5 GAllOII AT JO" 0.C. TNANGUlAR lPAOHG I GALLON AT I B" D.C. TruAHGUlAR IPA(ING IS GAllOII ITAKED . 1 PER ?Altt All QUEEN PAlHS TIE 10 PAlH WlllPTIE 16" OC SODDED TURF, ALOHA SEAlllORE ?AlPAlUH \OD FROH SOD HUHlEttBERGIA RIGEIIS DEERGRAIS HOI IHOVIH srnmo MANDIIAUSCEA BLIJE flllGEI\I 1328 I GAllOH AT 18" O.C. TRIANGULAR IPACiHG FROM flAli @ 9" O.C TRIANGULAR SPACING All PlAN!lllG BEDS NOTE: ALL EXISTING PLANT MATERIAL UNDERSTORY SHALL BE REMOVED IN ALL PROPOSED PLANTING AREAS, INCLUDING WOODY MATERIAL, TYPICAL. APPROVED roR /RR/GA T/Of\J Af\/D PLANT1/'JG DATE INSPECTOR DATE ""'""''•'"'"'~<«=• w""""'"""'"'~• "'i'"'"""''~«mw,c,»>om"""'~""'"'"""•wrn>»••"'"~""'"""""-"""'"~"""'"~""""""'™m«=-~»""~"""w """'-'-"""~""'"'"' "'~"""""""'"" ""-~""""""" ««-»=~•.• ""'~""=""''"== ~"'"""""""•-""""""'""""~'"""'-"""'"W..,.,,_..,,,~,_.,.,,,.,.,,.....__,,.,0,,_,,.,.,,_,.,"°""'~~•~" J'L·----------+----+---l---t--~, I SHEET I CITY OF' C.ARLSB.AD ~ SHEE '-' 8 PLANNING DIVISION 14 ) LANDSCAPE IMPROVEMENT PLANS FOR: HOEHN BUICl<-CADILLAC 5334 PASEO DEL NORTE CARLSBAD, CALIFORNIA 92008 GENERAL CONDITIONS GENERAL CONDffiONS SEE AMERICAN INSTITUTE OF ARCHrfECTS -DOCUMENT #A-201 "GENERAL CONDffiQNS FOR CONS!RUCTION", LATEST EDffiON AT COMMENCEMENT OF CONS!RUCTION IMPROVEMENTS. CONTRACTOR SHALL HAVE A COPY OF THIS DOCUMENT ON flLE wm1 CONSTRUCTION DOCUMENTS. AVAJLABLE THROUGH AJA ORANGE COUNTY OFFICE (714) 557-7796, SITE PREPARATION-SECTION 02150 PART 1 -GENERAL 1.01 DESCRIPTION A. RELATED REQUIREMENTS: REVlEW THE GENERAL CONTRACT CONDmoNS AND DIVISION ONE, GENERAL REQUIREMENTS, WHICH CONTAJN INFORMATION AND REQUIREME>HS THAT APPLY TO THIS SECTION. 8. WORK INCLUDED: PERFORM ALL SITE PREPARATION COMPLETE, AS SHOWN AND AS SPEClflED, C. RELATED WORK IN OTHER SECTIONS: 1.02 QUALITY ASSURANCE A. TESTING AGENCY: IF REQUIRED BY CITY OR OWNER'S REPRESENTATIVE. SELECTED AND PAJD FOR BY CONTRACTOR. 8, SURVEYOR: SELECTED AND PAJD FOR BY CONTRACTOR. 1.03 ,JOB CONDITIONS A. GRADING: CONTRACfOR WILL PROVIDE CLEAR, ROUGH GRADED SITE TO PLUS OR MINUS ONE TENTH OF ONE FOOT. B. DEMOLHION: EXISTING ON-SITE STRUCTURES, CONSTRUCTION AND PLAtHINGS SHALL BE DEMOLISHED OR RETAlNED SITE Af3 REQUIRED PER THE DRAWINGS ANO SPEClflCATIONS BY OTHERS. VERIFY DEMOLffiON PRIOR TO COMMENCING WORK. C. UTILHIES: 'I/HERE UNMARKED UTILITY LitlES OR OTHER UNDERGROUND OBSTRUCTIONS OR PIPING MAY OE UNCOVERED WITIIIN THE WORK AREA. NOTIFY THE OWNER OR TtlE AGENCIES OR SERVICE UTILITY COMPANIES HAVING JURISDICTION THEREOF, AND TAKE NECESSARY MEASURE TO PREVENT INTERRUPllON OF SERVICE (IF LIVE). D. EMPLOY QUAUFIED PERSONNEL IN A MANNER THAT MINIMIZES DlsrlJRBANCE OF AREAS NOT UNDER CONS!RUCnON. 1.04 GENERAL PROVISIONS A. IDENTIFICATION OF WORK UMITS: AREAS SCHEDULED FOR WORK UNDER THIS CONTRACT ARE AS INDICATED ON CONTRACT DOCUMENTS. 8, PROTECTION AND REPLACEMENT OF MARKERS, BUILDING SITES AND ROADS AFFECTED BY THIS WORK 'I/ILL BE STAKED OR OTHEHWISE IDENTIFIED IN THE FIELD. PROTECT SUCH STAKES AND SURVEY ~ARKERS DURING THE COURSE OF THE WORK OF THIS CONTRACT. ACCURATELY REPLACE SUCH MARKERS REMOVED OR DESTROYED WmHOUT COST TO OWNER. C. HEA'ff EQUIPMENT: 1. ACCESS: PROVISION FOR ACCESS TO THE SITE FOR HEA'ff EQUIPMENT WILL BE AS DIRECTED BY THE OWNER'S REPRESENTATIVE. RES!RICT HEAVf EQUIPMENT TO PRESCRIBED TEMPORARY AND/OR DESIGNATED CONSTRUCTION AREAS AND DESIGNATED ROADWAYS. 2. APPROVAL: HEAVY EQUIPME>H AND TRACK VEHICLES SHAlL BE APPROVED FOR USE BY OWNER'S REPRESENTATlVE BEFORE BEING BROUGHT ON SITE. 3. REPAIRS: RESTORE TO ORIGINAL CONDffiON ALL PAVING AND OPEN GRASS AREAS WHICH ARE ALTERED OR DISTURBED BY EQUIPMENT DURING THE WORK AT NO AODffiONAL COST TO OWNER. 0, DEBRIS HANDLING: LEGALLY DISPOSE OF ALL DEBRIS OFF SITE AT NO COST TO OWNER. E. TOOLS AND EQUIPMENT: USE ONLY EQUIPMENT THAT IS IN PROPER WORKING ORDER. F. PARKING AREAS FOR EQUJPMENT AND VEHICLES, AS DESIGNATED BY OWNER'S REPRESENTATIVE. PART 2 -PRODUCTS 2.01 PROTECTIVE BARRIERS A. WOOD BARRICADES: 1. ROADWAYS: IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES, 2. CONSTRUCTION AREAS: ALL NEW, CONSTRUCTION GRADE PLYWOOD LUMBER AND TIMBER. USE NO WOOD WHICH HAS BEEN EXPOSED TO CHEMICALS HARMFUL TO PEOPLE, PETS OR LIVE VEGETATION. PART 3 -EXECUTION 3.01 WORKMANSHIP A. PERSONNEL, EMPLOY ONLY PERSONNEL TRAINED NIO EXPERIENCED IN THIS WORK. 3.02 BACKFILLING: A. BACKflLL HOLES RESULTING FROM REMOVAL OF UNDERGROUND OBSTRUCTIONS EXTENDING BELOW NEW FINISH GRADES. COMPACT TO DENSITY OF ADJACEnf UNDISTURBED SOIL 3.03 DISPOSAL A. OFF-SITE: DUMP MATERIAL OFFSITE IN A LEGALLY APPROVED MANNER AT NO COST TD THE OWNER. 8. SCHEDULE: DISPOSAL OF MATERIAL SHALL OCCUR ON A WEEKLY BASIS. SECTION 02210 PART 1 -GENERAL 1.01 DESCRIPTION A. RELATED REQUIREMENTS: REVlEW THE GENERAL CONDmoNS, WHICH CONTAJN INFORMATION AND REQUIREMEfHS THAT APPLY TO THIS SECTION. 8. WORK INCLUDED: EXECUTE FINISH GRADES COMPLDE, AS SHOWN ON PLANS, AND AS SPECIFIED. C. RELATED WORK IN OTHER SECTIONS, EXCAVATING, BACK-FILLING NlO COMPACTING -SECTION 02220 IRRIGATION -SECTION 02810 SOIL PREPARATION -SECTION 02920 LAWNS AND GRASSES -SECTION 02930 TREES, SHRUBS, VINES AND GROUND COVERS -SECTION 02950 SITE CONCRETE -SECTION 03300 CONCRETE UNIT MASONRY -SECTION 04220 1.02 QUALITY ASSURANCE A. GENERAL, PERFORM WORK IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS REQUIRED BY THE CITY, GOVERNING AGENCY, OR OTHER COUNTY, STATE, OR FEDERAL JURISDICTIONS. B. APPLICABLE STANDARDS: REFERENCE TO "STANDARD SPEClflCATIONS OF THE STATE OF CALIFORNIA, BUSINESS AND TRANSPORTATION AGENCY, DEPARTMENT OF TRANSPORTATION, CALTRANS. C. SOILS REPORT: SEE GEOTECHNICAL SOILS REPORT FOR PROJECT. fl£LD DENSITY TESTS: IF REQUIRED BY CITY OR OWNER'S REPRESENTATIVE. PAJD FOR BY CONTRACTOR. D, OVER-CUTTING, REPLACE ANO COMPACT ALL OVER-CUT MATERIAL TO REQUIRED PERCENT COMPACTION, t.03 LAYOUT AND SURVEY A. LICENSED S~RVEYOR OR CIVIL ENGINEER: EMPLOY A LICENSED SURVEYOR OR CIVIL ENGINEER TO STAKE OUT LINES ANO LEVELS. 8, DISCREPANCIES: LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE MINOR ADJUSTMENTS AS NECESSARY AND IF DISCREPANCIES ARE FOUND, 1.D4 SITE MAJNTENANCE A. STANDING WATER: KEEP SITE FREE OF STANDING WATER AT ALL TIMES, PROVIDE ANO MAJNTAJN DrfCHES, GRADING OR PUMPING AS NECESSARY TO PREVENT EROSION, SOFTENING OF COMPACTED SURFACES ANO FORMATION OF MUD IN TRENCHES AND EXCAVATION. 8. DUST: ASSUME FULL RESPONSIBILITY FOR ALL ALLEVlATION OR PREVENTION Of DUST NUISANCE ON OR ABOUT THE SITE. C. BULK-HEADING AND SHORING: PROVIDE AS NECESSARY AND MAlNTAJN TEMPORARY SLOPES DURING CONSTRUCTION. PART 2 -PRODUCTS 2.01 TOPSOIU RITTR TO SECTION 02920 -SOIL PREPARATION. 2.02 Fill SOIL, REFER TO GEOTECHNICAL SOILS REPORT FOR PROJECT, PART 3 -EXECVTION 3.01 MOISTURE CONTENT A. INADEQUATE MOISTlJRE CONTENT: AfJD WATER AND THOROUGHLY MIX INTO flLL MATERIAL UNTIL THE MOISTlJRE NECESSARY IS UNIFORMLY DISPERSED THROUGHOUT, B. EXCESSIVE MOISTURE CONTENT: AERATE FILL MArERIAL BY BLEEDING OR OTHER ACCEPTABLE METHODS UNTIL MOISTURE CONTENT IS UNIFORMLY REDUCED TO ACHIEVE REQUIRED COMPACTION. C. EXISTING SUB-GRADE, COMPACT FILL AREAS BY SCARIFYlNG TO REQUIRED DEPTHS. D. PAVING AREAS: t. COMPACT OF SUB-GRADE AREAS PER THE PROJECT GEOTECHNICAL SOILS REPORT. E. PLANTING AREAS: COMPACT flLL MATERIAL TO 85% COMPACTION. 3.02 FINISH GRADING A. GENERAL, 1. GPADE SMOOTH ALL PLANTING AREAS AFTER WEEDING, SOIL PREPARATION, AND SOIL CONDffiONING HAS BEEM COMPLETED AND SOIL HAS 8EEN THOROUGHLY WATER SETTLED IN SUCH A MANNER THAT THERE IS NO STANDING WATER IN ANY PLANTING AREAS. 2, REMOVE ALL ROCKS 2" AND GREATER IN SIZE ON THE SURFACE OF ALL PLANTING AREAS. ANY ROCKS OF THESE SIZES SHALL SE REMOVED FROM THE SITE. 3. PROVIDE ALL GRADES FOR NATURAL RUNOFF Of WATER WHHOUT LOW SPOTS OR POCKETS. ACCURATELY SET FLOW LINE GRADES AT 1-1/2 % MINIMUM GRADIENT UNLESS OTHERWISE NOTED IN DRAWINGS. 4. flNISH GRADES SHALL BE SMOOTH, EVEN ANO ON A UNIFORM PLANE WITH NO ABRUPT CHANGES OF SURFACE. SLOPE UNIFORMLY BETWEEN GIVEN SPOT ELEVATIONS. 5. GRADES NOT OTHERWISE INDICATED SHALL BE UNIFORM LEVELS OR SLOPES BETWEEtl POINTS WHERE ELEVATIONS ARE GIVEN, OR BElWEEN POINTS ESTABLISHED BY WALKS, PAVING, CUR0S OR CATCH BAf3iNS. 6. TOPS AND TOES OF ALL SLOPES SHALL BE ROUNDED TO PRODUCE A GRADUAL ANO NATURAL- APPEARING TRANSITION BETWEEN RELATIVELY LEVEL AREAS AND SLOPES. 8. GRADES: 1. TOLERANCE: ALL PLANTING AREAS, INCLUDING LAWN AREAS, SHALL BE TRUE TO GRADE WmHIN 1 IN. WHEN TESTED IN Nf( DIRECTION WITH A 1 D FT. STRAIGHTEDGE. 2. flNISHED GRADES OF SHRUB, ANNUALS AND GROUND COVER AREAS; 2 IN. BELOW TOP OF ADJACENT PAVEMENT, HEADERS, CURBS. OR WALLS UNLESS OTHERWISE INDICATED ON THE DRAWINGS, TO ALLOW FOR MULCH LAYER. 3. FINISHED GRADES OF LAWN AREAS: 1 IN, BELOW TOP OF ADJACENT PAVEMENT, CURBS, OR HEADERS. EXCAVATING BACKflWNG AND COMPACTING SECTION 02220 PART 1 -GENERAL 1.01 DESCRIPTION A. RELATED REQUIREMENTS: REVIEW THE GENERAL CONDffiONS, WHICH CONTAJN INFORMATION AND REQUIREMENTS THAT APPLY TO THIS SECTION. 8, WORK INCLUDED: EXECUTE EXCAVATING, BACK-flLLING ANO COMPACTING COMPLETE, AS SHOWN AND AS SPECIFIED PER THE GEOTECHNICAL SOILS REPORT FOR PROJECT. C. RELATED WORK IN OTHER SECTIONS: GRADING -SECTION 02210 -' IRRIGATION S/STEM -SECTION 02810 SOIL PREPARATION -SECTION 02920 TREES. SHRUBS, VINES, AND GROUND COVERS -SECTION 0295D SITE CONCRETE -SECTION 03300 CONCRETE UNIT MASONRY -SECTION 0422D 1.02 QUALITY ASSURANCE A. GENERAU PERFORM WORK IN ACCORDANCE WITH ALL APPLICABLE: LAllS, CODES AND REGULATIONS REQUIRED 8Y THE CITY OF MISSION VIEJO, OR QTHER COUNTY, STATE, OR FEDERAL JURISDICTIONS, AND TO TflE SATISFACTION OF THE PROJECT GEOTECHNICAL SOILS ENGINEER. B. APPLICABLE STANDAJRDS: SEE GEOTECHNICAL SOILS REPORT FOR PROJECT. C. TESTING AGENCY AND SOILS ENGINEER: TESTS AND SERVICES OF ENGINEERS SHALL BE MADE WHEN REQUIRED BY THE CITY OR OWNER'S REPRESENTATlVE, PAJD FOR BY CONTRACTOR. 1.03 SOILS REPORT A. CONFORMANCE: UNLESS OTHERWISE SPEClFlED, ALL EXCAVATING, BACK-FILLING AND COMPACTING SflALL BE PERFORMED IN ACCORDNICE WmH THE PROVISIONS OF THE SOILS REPORT. 8. RESPONSIBILITY: DATA IS FOR GENERAL INFORMATION ONLY AND DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR VERIFICATION OR MAKING HIS OWN INVESTIGATION. 1.04 JOB CONDITIONS A. PROTECTION AND MAJNTENANCE OF EXISTING IMPROVEMENTS: 1. FURNISH. PLACE, ANO MAJNTAIN ALL SUPPORTS, SHORING ANO SHEET PILING WHICH MAY BE REQUIRED FOR THE SIDES OF THE EXC1WATION OR FOR PROTECTION OF ADJACENT EXISTING IMPROVEMENTS. THE ADEQUACY OF SUCH SYSTEMS SHALL BE THE COMPLDE RESPONSIBILITY OF THE CONlRACTOR. COST OF REPLACEMENT TO 8E BORNE BY THE CONTRACTOR. 2. MAINTAIN ALL BENCH MARKS, MONUMENTS, AND OTHER REFERENCE POINTS. IF DISTURBED OR DES!ROYED, REPLACE AS DIRECTED. COST OF REPLACEMENT TO BE BORNE BY THE CONTRACTOR. 1.05 LAYOUT AND SURVEY A. LICENSED SURVEYOR OR CIVIL ENGINEER: EMPLOY A LICENSED SURVEYOR OR CIVIL ENGINEER TO STAKE OUT UNES AND LEVELS. 8. DISCREPANCIES, CONTRACTOR SHALL I/AKE MINOR ADJUSTMENTS AS NECESSARY IF DISCREPANCIES ARE FOUND AT NO EXTRA COST AND AT THE DIRECTION OF THE OWNER. BRING ANY DISCREPANCIES FOUND TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCEEDING WITH INSTALLATION. 1.06 SITE MAJNTENANCE A. STANDING WATER: 1. KEEP SITE FREE OF STANDING WATER AT ALL TIMES. PROVIDE AND MAINTAIN GRADING OR PUMPING AS NECESSARY TO PREVENT EROSION, SOFTENING OF COMPACTEO SURFACES AND FORMATION OF MUD IN TRENCHES ANO EXCAVATION. 2. RUN ALL SURFACE OR SUBSURFACE SEEPAGE ENCOUNTERED TO TEMPORARY SUMPS LOCATED WHERE REQUIRED OR DIRECTED. FROM THE SUMPS, PUMP WATER OUT AND LEGALLY DISPOSE OF IN A MANNER THAT WJLL KEEP THE ENTIRE SITE IN WORKABLE CONDffiON AT ALL TIMES. 6. DUST: ASSUME FULL RESPONSIBILITY FOR ALL ALLEVIATION OR PREVENTION OF DUST NUISANCE AS A RESULT OF THE WORK ON THE SITE. PART 2 -PRODUCTS 2.01 FILLS A. GENERAL! SEE GEOTECHNICAL SOILS REPORT FOR PROJECT FILLS, UNLESS SPECIFIED OTHERWISE ON PLANS. 8, BACKFILL FOR PLANT MATERIALS: SEE PLANTING NOTES ON DRAWINGS. C. BACKflLL FOR IRRIGATION TRENCHING: SEE SECTION 0281 D. PART 3 -EXECUTION 3.01. EXCAVATION A. GENERAU 1, EXCAVATE AND REMOVE ALL MArERIALS OFF THE SITE, TO DIMENSIONS AND ELEVATIONS INDICATED ON DRAWINGS. INCLUDING SUB-GRADE AS NECESSARY WITHOUT ADDffiOIIAL COST TO OWNER. 8, EARTH FORMS: CONCRETE MAY BE POURED AGAJNST VERTICAL EXCAVATED SURFACES PROVIDED THE MATERIAL WILL Sf/\.ND WITHOUT CAVING, AND PROVIDED THAT MINIMUM REINFORCING STEEL CLEARANCES INDICATED ON DRAWINGS ARE MAINTAJNEO, AND SUITABLE PRO'nSIONS ARE TAKEN TO PREVENT RAVEUNG OF TOP EDGES. C. WOOD FORMS: POUR EXCAVATED V/IDTtl OF CONCRETE SECTION AS SHOWN ON DRAWINGS, EXCAVATION FOR FORMED CONCRETE SHALL BE OF SUfflCIENT WIDTH TO ALLOW FOR CONVENIENT CONSTRUCTION NlD REMOVAL OF FORMS. D. PLANTING AREAS: WHERE NECESSARY, EXCAVATE TO ALLOW FOR THE PLACEMENT OF TOPSOIL PER THE PLANTING NOTES AND DETAJLS ON DRAWINGS. 3.02 EXCESS EXCAVATED MATERIAL A. UNSUrfABLE MATERIAL: DISPOSE OF, OFF THE SITE, ALL ROCKS AND OTHER MATERIALS DETERMINED UNSUITABLE FOR USE AS FILLS OR TOPSOIL UNLESS OTHERWISE DIRECTED BY SOILS ENGINEER. 8. OVER-EXCAVATION, WHERE UNAUTHORIZED EXCAVATIONS ARE MADE BELOW INDICATED ELEVATIONS UNDER SLABS, RESTORE TO PROPER ELEVATIONS AS SPECIFIED FOR COMPACTED BACK- FIWNG, IF UNDER FOOTINGS, INCREASE WALL OR FOOTING DEPTH AS DIRECTED. 3,03 PLACEMENT OF FILLS A. SUPERVISION: PLACE ALL STRUCTURAL FILLS UNDER THE SUPERVISION OF THE SOILS ENGINEER. 8. INSTALLATION: SEE GEOTECHNICAL SOILS REPORT FOR PROJECT. 3.04 EXISTING UTILITIES A. NOTlflCATION: WHERE UNMARKED UTILITY LINES OR OTHER UNDERGROUND OBS!RUCllONS OR PIPING MAY BE UNCOVERED WITHIN THE WORK AREA, NOTIFY THE OWNER OR THE AGENCIES OR SERVICE VTIUTY COMPANIES HAVING JURISDICTION THEREOF, NlD TAKE NECESSARY MEASURES TO PREVE,IT INTERRUPTION OF SERVICE (IF LIVE). 8. DAMAGE OR INTERRUPTIONc SHOULD SUCH LINES OR SERVICES SE DAMAGED, BROKEN, OR INTERRUPTED THROUGH THE CONTRACTOR'S OWN NEGLIGENCE, IMMEDIATELY REPAlR AND RESTORE AT NO EXPENSE TO OWNER. C, ABANDONED IMPROVEMENTS: 1. REMOVE, PLUG OR CAP ABANDONED LINES, METERS ANO BOXES, OBSTRUCTIONS OR PIPING, IN ACCORDANCE WITH THE REQUIREMrnrs AND APPROVAL OF THE AGENCIES WITH THE REQUIREMENTS ANO APPROVAL OF THE AGENCIES AFFECTED, OR AS DIRECTED BY THE OWNER/ENGINEER. 2. COORDINATE ALL SUCH WORK WITH APPLICABLE MECHANICAL OR ELECTRICAL TRAOE HAVING RESPONSIBILrrY. 3. REMOVE ALL ABANDONED UTILITY LINES, PIPES, CONDUITS, ETC., TO A POINT TO THE CITY SATISFACTION. 3.D5 COMPACTION A. EXTENT; COMPACT ALL AREAS PER GEOTECHNICAL SOILS REPORT FOR PROJECT. 3.06 FINISH GRADING: SEE SECTION 02210 -GRADING. SLOPE PROTECTION AND EROSION CONTROL SECTION 02270 PART 1 -GENERAL 1.01 DESCRIPTION A, WORK INCLUDED, PROVJDE SLOPE PROTECTION NlD EROSION CONTROL, AS NECESSARY TO IMPLEMENT IMPROVEMENTS SHOWN AND SPECIFIED ON THE DRAWINGS. 8, RELATED WORK IN OTHER SECTIONS: GRADING -SECTION 02210 IRRIGATION SYSTEM -SECTION 02810, SOIL PREPARATION -SECTION 02920 TREES, SHRUBS, VINES, AND GROUND COVERS -SECTION 02950 LANOSCAPE MAINTENANCE -SF.CTION 02970 IRRIGATION SYSTEM SECTION 02810 1.02 QUALITY ASSURANCE A. GENERAL: SEE IRRIGATION NOTES ON DRAWINGS. 8. SUPERINTENDENT: A SUPERINTENDENT SATISFACTORY TO THE LANDSCAPE ARCHrfECT SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE T/PE OF MATERIALS BEING INSTALLED AND THE MATERIAL MANUFACTURERS" RECOMMENDED MEJHODS Of INSTALLATION AND WHO SHALL DIRECT ALL VIORK PERFORMED UNDER THIS SECTION. 1.03 IRRIGATION SYSTEM GUARANTEE A. THE SPRINKLER SYSTEM MODIFICATIONS AS SPECIFlED ON DRAWINGS SHALL BE UNCONDffiONALLY GUARANTEED BY THE CONTRACTOR AS TO MAlERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS BELOW GRADE FOR A PERIOD OF ONE YEAR FOLLO\'IING THE DATE OF flNAL ACCEPTANCE OF THE WORK. THE FOLLOVIINO JS A SAMPLE CUARANTEE TO BE PROVIDED OWNER ON CONTRACTOR'S LETTERHEAD. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM WE HEREBY GUARANTEE TH/ff THE SPRINKLER IRRIGAflON SYSTEM WE HAVE FURNISHED, INSTALLED AND OR MODIFlED IS FREE FROM DEFECTS IN MATERIALS ANO WORKlfANSHIP, NlD THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, ORDINARY Wf:AR AND Tl:AA AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE NJY DAMAGE RESULTING FROM THE REPAJRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER. WE SHAU. MAKE SUCH REPAJRS OR REPLACEMENTS l'IITHltf A REASONABLE TIME AFTER RECEIPT OF WRffTEN NOTICE FROM THE OWNER. IF UNABLE TO MAKE: SUCH REPAJRS OR REPLACEMENTS WITHIN S/JD REASONABLE TIME, WE AUTHORIZE THE OWNER TO PROCEED TO HAVE SAID REPAJRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE 'I/Ill PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. PROJECT: LOCATION: SIGNED: CONTRACTOR ADDRESS, PHONE: DATE OF ACCEPTANCE: SITE AND S!REET FURNISHINGS PART 1 -GENERAL 1.01 DESCRIPTION SECTION 02870 A. RELATED ReQUIREMENTS: REVIEW THe GENERAL CONTRACT CONDITIONS, WHICH CONTAJN INFORMATION AND REQUIREMENTS THAT APPLY TO THIS SECTION, 8. WORK INCLUDED: PROVIDE SITE FURNISHINGS COMPLETE, AS SHOWN, NlD AS SPECIFIED. C. RELATED WORK IN OTHER SECTIONS: SITE CONCRETE -SECTION 03300 1.02 QUALITY ASSURANCE A. APPLICABLE STANDARDS: ANY REFERENCE SHALL MEAN THE CURRENT OR LATEST EDITIONS AS DESCRIBED BELOW: "ASTM" -AMERICAN SOCIETY FOR TESTING AND MATERIALS 8. COMPATIBILITY WmH ADJACENT MATERIALS: VERIFY THAT ALL SITE FURNISHINGS ARE COMPATIBLE \'lmH ADJACENT SrrE IMPROVEMENTS BY OTHERS, AND THAT THEIR INSTALLATION SHALL NOT ADVERSELY AFFECT EITHER TH£ SITE FURNISHINGS OF EXISTING OR PROPOSED SITE IMPROVEMENTS, 1.03 SUBMITTALS A. SAMPLES AND PRODUCT DATA: SUBMrf SAMPLES OR MANUFACTURER'S CURRENT LITERATURE FOR THE FOLLOWING ITEMS: 1. COLOR AND flNISH FOR EACH TYPE OF FURNISHING. 2. PATTERN(S) ANO SIZE(S) OF FURNISHINGS, 3. INSfALLATION INSTRUCTIONS AND RECOMMENDATIONS FOR GENERAL MAJNTENANCE. 8. SHOP DRAWINGS; ALL SITE FURNISHINGS BEING INSTALLED OR FABRICATED BY CONTRACTOR. 1.04 PRODUCT OELNERY, STORAGE AND HANDLING A. LABELING: FURNISH ALL MATERIALS IN MANUFACTURER'S UNOPENED, ORIGINAL CONTAJNERS, BEARING ORIGINAL LABELS SHOWING QUANTITY, DESCRIPTION AND NAME OF MANUFACTURER, 8, DELIVERY: DELIVER AND UNLOAD AT THE SITE ON PALLETS ANO BOUND IN SUCH A MANNER THAT NO DAMAGE OCCURS TO THE PRODUCT. C. STORAGE: STORE PRODUCTS IN A MANNER WHICH WILL PRECLUDE ALL DAMAGES, DAMAGED MATERIALS WILL BE REJECTED. REMOVE ALL DAMAGED MAfERIALS FROM THE JOB SITE IMMEDIATELY, AND REPLACE AT NO COST TO OWNER. D. HANDLING: FURNISH SUITABLE EQUIPMENT TO LOCATE ALL SITE FURNISHING MATERIALS CAREFULLY AND EFFICIENTLY, LIFT MATERIALS USING Lln!NG INSERTS PRO'nDED BY MANUFACTURER WHERE APPLICABLE. PART 2 -PRODUCTS 2.01 PREFABRICATED MATERIALS A. FURNITURE, PER DRAWINGS, OR EQUAL APPROVED BY LANDSCAPE ARCHITECT. 2.02 SIGNAGE LElTERS: PER DRAWINGS. OR EQUAL APPROVED BY LANDSCAPE ARCHITECT. PART 3 -EXECUTION 3.01 GENERAL A. ACCEPTANCE: DO NOT INSTALL SfrE FURNISHINGS PRIOR TO ACCEPTANCE BY LANDSCAPE ARCHITECT OF AREA TO RECEIVE SUCH MATERIALS. B. LOCMIONS: INSTALL AS DIRECTED AND AS SHOWN ON THE DRAWINGS. ALL FURNITURE, flXTURES AND SIGNAGE LETTERS. 3,02 CONCRETE PADS AND FOOTINGS A. LAYOUT: ACCURATELY LAYOUT ALL PADS AND FOOTINGS AS CALLED FOR IN THE DRAWINGS AND PER MANUFACTURER'S INSTRUCTIONS. 8. INSTALLATION: EXCAVATE FORM AS REQUIRED AND FILL FOR PADS AND FOOTINGS AS SPECIFIED IN SITE CONCRETE -SECTION 03300, SOIL PREPARATION SECTION 02920 PART 1 -GENERAL l.01 DESCRIPTION A. GENERAL: SEE PLANTING NOTES ON DRAWINGS. 8. RELATED REQUIREMENTS: REVIEW THE GENERAL CONDffiONS. WHICH CONTAJN INFORMATION AND REQUIREMENTS T~AT APPl.Y TO THIS SECTION. C. WORK INCLUDED: PROVIDE ALL PRODUCTS ANO EXECUTE ALL LABOR TO ACHIEVE SOIL PREPARATION. COMPLETE AS SHOWN ANO AS SPECIFIED. D. RELATED WORK IN OTHER SECTIONS: GRADING -SEcnoN 02210 IRRIGATION SYSTEM -SECTION 02B l D LAWNS AND GRASSES -SECTION 02930 TREES, SHRUBS, VINES, AND GROUND COVERS -SECTION 0295D LANDSCAPE MAJNTENANCE -SECTION 02970 LAWNS AND GRASSES SECTION D2930 1.02 MAJNTENANCE PERIOD AND FINAL ACCEPTANCE: SEE SECTION 02970 -LANDSCAPE MAlNTENANCE. 1.03 GUARANTEE: THE FOLLOWING IS A SAMPLE GUARANTEE TO BE PROVIDED TO OWNER ON CONTRACTOR'S LETTERHEAD. GUARANTEE FOR LANDSCAPE PLANTING IMPROVEIAENTS A, GUARANTEE, ALL TREES, SHRUBS, VINES AND GROUND COVERS PLANTED SHALL BE GUARANTEED UNDER THIS CONTRACT TO BE HEALTHY AND IN FLOURISHING CONDffiON OF ACTIVE GR0'//11-1 ONE YEAR FROM DATE OF flN.~l ACCEPTANCE, THE FOLLOWING IS A SAMPLE GUARANTEE TO BE PROVIDED OWNER ON CONTRACfOR'S LETTERHEAD, WE HEREBY GUAIWHEE THAT NEW LANDSCAPE PLANT MATERIALS, LIMITED TO NEW TREES, SHRUBS, VINES AND GROUND COVERS WE HAVE FURNISHED AND INSTALl.£D IS COMPLErED IN ACCORDANCE WITH THE DRAWINGS ANO SPECIFICATIONS. WE AGREE TO REPAIR OR REPLACE ANY MATERIALS WHICH MAY BE UNSATISFACTORY TO THE OWNER'S REPRESEnfATIVE OR LANDSCAPE ARCHffECT DURING TME PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE /,N( DAMAGED MATERIALS RESULTING FROM SAID REPLACEMENTS AT NO AODITIDIIAL cosr TO THE OWNER. \'IE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WmHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE OWNER. IF UNABLE TO MAKE SUCH REPAlRS OR REPLACEMENTS WITHIN SAID REASONABLE TIME. WE AUTHORIZE THE OWNER TO PROCEEO TO HAVE SAID REPAJRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CP.ARGES THEREFORE UPON DEMAND. PROJECT: LOCATION: SIGNED: CONTRACTOR ADDRESS: PHONE: DATE OF ACCEPTANCE, LANDSCAPE MAJlfTENANCE PART 1 -GENERAL 1.01 DESCRIPTION SECTION 02970 A, GENERAL! SEE PLANflNG NOTES ON DRAWINGS. 8. RELATED REQUIREMENTS: REVIEW THE GENERAL CONDITIONS, WHICH CONTAJN INFORMATION ANO REQUIREMENTS THAT APPLY TO THIS SECTION. 8. WORK INCLUDED: PROVIDE V,NDSCAPE MAJNTENANCE, COMPLEfE AS SPECIFIED. C. RELATED WORK IN OTHER SECTIONS: IRRIGATION SYSTEM -SECTION 02810 SOIL PREPARATION -SECTION 02920 LAWNS NID GRASSES -SECTION 02930 TREES, SHRUBS, VINES AND GROUND COVERS -SECTION 02950, PALM TREE PLANTING -SECTION 02951 1.02 QUALITY ASSURANCE A. REQUIREMENTS OF REGULATORY AGENCIES: 1. PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORffiES HA'ANG JURISDICTION OVER SUCH WORK. 2. PROVIDE FOR ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE, OR LOCAL AUTHORITIES IN FURNISHING, TRANSPORTATION. AND INSTAWNG OF ALL AGRICULTURAL CHEMICALS, 3. THE COUNTY AGRICULTURAL COMMISSIONER'S OFFICE MUST, BY LAW, BE GIVEN A MONTHLY RECORD OF ALL HERBICIDES. INSECTICIDES AND DISEASE CONTROL CHEMICALS USED. 8. APPLICABLE STANDARDS: APPLY STANDARDS AS DESCRIBED IN THE FOLLO'lnNG: GUIDE FOR FERTILIZING SHADE AND ORNAMENTAL TREES PRUNING STANDARDS FOR SHADE TREES C. WORK FORCE: 1. EXPERIENCE, THE LANDSCAPE MAINTENANCE FIRM SHALL HAVE A FULL TIME FOREMAN ASSIGNED TO THE JOB FOR THE DURATION OF THE CONTRACT, HE SHAU. HAVE A MINIMUM OF FOUR YEARS EXPERIENCE IN LANDSCAPE MAJNTENANCE SUPERVISION, 'I/ITH EXPERIENCE OR TRAINING IN TURF MANAGEMENT, ENTOMOLOGY, PEST CONTROL, SOILS, FERTILIZERS AND PWH IDENTIFICATION. 2. LABOR FORCE: THE LANDSCAPE MAJNTENANCE FIRM'S LABOR FORCE SHALL BE THOROUGHLY FAMILIAR AND 1WJNED IN THE WORK TO BE ACCOMPLISHED AND PERFORM THE TASK IN A COMPETENT. EFFICIENT MANNER ACCEPTABLE TO THE OWNER. 3. SUPERVISION: THE FOREMAN SHALL DIRECTLY EMPLOY AND SUPERVISE THE WORK FORCE AT ALL TIMES. NOTIFY OWNER OF ALL CHANGES IN SUPER-VISION. PART 2 -EXECUTION 2.01 GENERAL A. DURATION: CONTINUOUSLY ALL NEW N.O EXISTING LANDSCAPE AREAS. DURING PROGRESS OF WORK, AND FOR A PERIOD OF 90 DAYS AFTER COMPLETON OF ALL PLANTING WORK UNTIL flNAL ACCEPTANCE. 8, PROTECTION: 1. PROTECT ALL PLANTING AREAS FROM DAMAGE OF ALL KINDS FROM BEGINNING OF WORK UNTIL FINAc ACCEPTANCE. 2. MAJNTENANCE INCLUDES TEMPORARY PROTECTION FENCES, BARRIERS ANO SIGNS AS REQUIRED FOR PROTECTION. C, REPLACEMENTS: 1. IMMEDIATELY TREAT OR REPLACE ALL PLANTS WHICH BECOME DAMAGED OR INJURED, AS DIRECTED BY LANDSCAPE ARCHITECT AT NO ADDITIONAL COST TO OWNER. 2. REPLACEMENT PLANTS SHALL BE OF A SIZE, CONDmON AND VARIE1Y ACCEPTABLE TO LANDSCAPE ARCHITECT. 2.02 TREES, SHRUBS AND VINES A. WATERING BASINS: 1. MAINTAJN ALL WATERING BASINS AROUND PLANTS SO THAT ENOUGH WATE:R CAN BE APPLIED TO ESTABLISH MOISTlJRE THROUGH MAJOR ROOT ZONES. 2. IN RAINY SEASON. OPEN BASINS TO ALLOW SURFACE DRAINAGE AWAY FROM THE ROOT CROWN WHERE EXCESS WATER MAY ACCUMULATE, RESTORE WATERING BASINS AT ENO OF RAINY SEASON. 3. FOR SUPPLEMENTAL HAND WATERING OF WATERING BASINS, USE A WATER WAND TO BREAK THE 'I/ATER FORCE. DO NOT PERMIT CROWN ROOTS TO BECOME EXPOSED TO AlR THROUGH DISLODGING OF SOIL AND MULCH. 4. MAINTAIN ORIGINALLY CALLEO FOR DEPTH OF MULCH TO REDUCE EVAPORATION AND FREQUENCY OF WATERING. B. RESETTING: RESET PLANTS TO PROPER GRADES OR UPRIGHT POSffiON. C. WEED CONTROL, 1. ALL AREAS BETWEEN PLANfS, INCLUDING WATERING BASINS SHALL BE WEED FREE. 2, USE ONLY RECOMMENDED AND LEGALLY APPROVED HERBICIDES TO CONTROL WEED GROWTH, 3, AVOID FREQUENT SOIL CULTIVATION THAT DESTROYS SHALLOW ROOTS AND BR,AKS THE SEAL OF PRE-EMERGHH HERBICIDES. 0. PRUNING: 1. PRUNE TREES TO SELECf AND DEVELOP PERMANENT SCAFFOLD BRANCHES THAT ARE SMALLER IN DIAMETER THAN THE TRUNK OR BRANCH TO 'I/HIGH THEY ARE ATTACHED. AND WHICH HAVE VERTICAL SPACING OF 18 IN. TO 48 IN. AND RADIAL ORIENTMION SO AS NOT TO OVERLAY ONE ANOTHER, 2. PRUNE TREES TO ELIMINATE DISEASED OR DAMAGED GRDYIIH. ANO NARROW V-SHAPED BRANCH FORKS THAT LACK S!RENGTH. REDUCE TOPPUNG AND WIND DAMAGE BY THINNING OUT CROWNS. 3. PRUNE TREES TO MAJNTAlN GROWTH WmHIN SPACE LIMITATIONS, MAINTAINING A NATURAL APPEARANCE AND BALANCING CROWN WITH ROOTS. 4, NO S!RIPPING OF LOWER BRANCHES ("RAISING UP') OF YOUNG TREES WILL BE PERMITTED, 5. RETAIN LOWER BRANCHES IN A "TIPPED BACK" OR PINCHED COtlDl'TION TO PROMOTE CAUPER TRUNK GROWTH (TAPERED TRUNK), DO NOT CUT BACK TO FEWER THAN SIX BUDS OR LEAVES ml SUCH BRANCHES. ONLY CUT LOWER BRANCHES FLUSH WITH THE TRUNK AFTER THE TREE IS ABLE TO STAND ERECT WITHOUT STAKING OR OTHER SUPPORT. 6. THIN OUT ANO SHAPE EVERGREEN TREES WHEN NECESSARY TO .PREV!JH WINO AND STORM DAMAGE. DO PRl'-'ARY PRUNING OF DECIDUOUS TREES DURING THE DORMANT SEASON. DO NOT PERMIT Nf( PRUNING OF TREES PRONE TO EXCESSIVE "BLEEDING" DURING GROWTH SEASON. 7. PRUNE DAMAGED TREES OR THOSE THAT CONSTITUTE HEALTH OR SAFE1Y HAZARDS AT ANY TIME OF YEAR AS REQUJRED. 8. MAKE ALL CUTS CLEAN AND CLOSE TO THE TRUNK, WITHOUT CUTTING INTO THE BRANCH COLLAR. "STUBBING" WILL NOT BE PERMITTED. CUT SMALLER BRANCHES FLUSH WITH TRUNK OR LATERAL BRANCH. MAKE LARGER CUTS ( 1 IN. IN DIAMETER OR LARGER) PARALLEL TO SHOULDER RINGS, WITH THE TOP EOGE OF THE CUT AT THE TRUNK OR LATERAL BRANCH. 9. BRANCHES TOO HEAVY TO HANDLE SHALL BE PRE-CUT IN THREE STAGES TO PREVENT SPLITTING OR PEELING OF BARK. MAKE HIE FIRST TWO CUTS 8 IN. OR MORE FROM THE TRUNK TO REMOVE THE BRANCH, liAKE THE TtllRO CUT AT THE TRUNK TO REMOVE THE RESULTING STUB. • 10. DO NOT PRUNE OR CUP SHRUBS INTO 8ALL£D OR BOXED FORMS. SHRUBS ARE TO BE LACE- PRUNED" WITH A NATURAL HABIT AS ACCEPTABLE TO THE LANDSCAPE ARCHITECT. E, STAKING AND GUYING OF TREES: 1. INSPECT STAKES NlD GUYS AT LEAST ONE MONTH TO CHECK FOR RUBBING THAT CAUSES BARK WOUNDS. 2, CONFORM TO THE RECOMMENDED PROCEDURES OF STAKING AND GUYING AS OUTLINED IN THE UNIVERSITY OF CALIFORNIA PUBLICATION AXT-311, "STAKING LANDSCAPE TREES", 2.0:J GROUND COVERS A. WATERING: 1. CHECK FOR MOISTURE PENETRATION THROUGHOUT THE ROOT ZONE AT LEAST TWICE A MONTH. 2. WATER AS FREQUENTLY AS NECESSAJRY TO MAJNTAIN HEALTHY GROWTH OF GROUND COVERS. 8, WEED CONTROU 1. CONTROL WEEDS, PREFERABl.Y WmH PRE-EMERGENT HERBICIDES AND WITH SELECTIVE SYSTEMIC HERBICIDES. 2, MINIMIZE HOEING OF 'I/EEDS IN ORDER TO AVOID PWJT DAMAGE. 2.04 LAWNS A. WATERING: 1. WATER LAWNS AT SUCH FREQUENCY NJ WEATHER CONDITIONS REQUIRE, TO REPLENISH SOIL MOISTURE TO 6 IN, BELOW ROOT ZONE, 2. PROVIDE A TOTAL OF 1-1/2 IN. OF WATER WEEKLY DURING HOT SUMMER WEATHER, IN FIVE (5) APPLICATIONS PER WEEK. 3. WATER DURING EARLY MORNINGS WHETHER OR NOT IRRIGATION SYSTEM IS ELECTRICALLY CONTROLLED, 8. WEED CONTROi., 1. CONTROL BROADLEAF WEEDS WITH SELECTr/E HERBICIDES. 2, IN AREAS WHE:RE CRABGRASS HAS INFESTED THE LAWN, APPLY A SELECTIVE POST-EMERGENT HERBICIDE AS SOON AS POSSIBLE AND PRIOR TO FLOWERING. 3. APPLY PROPER PRE-EMERGENT PRIOR TO CRABGRASS GERMINATION. 4. DO NOT IRRIGATE FOR 48 HOURS AFTER APPLICATION OF ALL HERBICIDE SPRAYS. 5. COORDINATE APPLICATION OF HERBICIDES 'llmH THATCH CONTROL AND RESEEDING SCHEDULE PS DESCRIBED BELOW. C. MOWING ANO EDGING: 1. MOW LAWNS WHEN TtlEY REACH 2-1/2 IN. HIGH. 2. TRIM EDGES AT LEAST TWICE A MONTH OR AS NEEDED FOR NEAT APPEARANCE. VACUUM CLIPPINGS. D. RESEEDING OF LAWN AREAS: MATCH EXISTING SEED MIX OF ADJACENT AREAS. 2.05 INSECTS, PESTS, AND DISEASE CONTROL A. INSPECTION: INSPECT ALL PLANT MATERIALS FOR SIGNS OF STRESS, DAMAGE AND POTENTIAL TROUBLE FROM THE FOLLOWING: 1. PRESENCE OF INSECTS, MOLES, GOPHERS, GROUND SQUIRRELS, SNAILS AND SLUGS IN PLANTING AREAS. 2. DISCOLORED OR BLOTCHING LEAVES OR NEEDLES. 3. UNUSUALLY UGHT GREEN OR YELLOWISH GREEN COLOR INCONSISTENT WITH NORMAL GREEN COLOR OF ]EAVES. 8. PERSONNEL: PERFORM SPRAYING FOR INSECT, PEST ANO DISEASE CONTROL ONLY BY QUAUFlED, TRAINED PERSONNEL. C. APPJJCATION: SPRAY WmH EXTREME CARE TO AVOID ALL HAZARDS TO ANY PERSON OR PET IN THE AREA OR ADJACEflT AREAS. 2.06 IRRIGATION SYSTEM A. GENERAL, 1. REPAJR WITHOUT CHARGE TO OWNER ALL DAMAGES TD SYSTEM CAUSED BY CO>HRACTOR'S OPERATIONS. PERFORM ALL REPAJRS WITHIN ONE (1) WATERING PERIOD. 2. REPORT PROMPTLY TO OWNER ALL ACCIDENTAL DAMAGE NOT RESULTING FROM CONTRACTOR'S NEGLIGENCE OR OPERATIONS, 3. DO NOT RUN THE IRRIGATION SYSTEM DURING RAINY PERIODS, SET ANO PROGRAM AUTOMATIC CONTROLLERS FOR SEASONAL WATER REQUIREMENTS, 4, lWICE A MONTH, USE A PROSE OR OTHER ACCEPTABLE TOOL TO CHECK THE ROOTBALL MOISTURE OF REPRESENTATIVE PLANTS AS WELL AS THE SURROUNDING SOIL B. CLEANING AND MONITORING THE SYSTEM, ' 1. CONTINUALLY MONITOR THE IRRIGATION SYSTEMS TO VERIFY THAT THEY ARE FUNCTIONING PROPERLY ,s DESIGNED. MAKE PROGRAM ADJUSTMENTS REQUIRED BY CHANGING FlELO CONDITIONS. 2. CLEAN PUMP FlLTER AND STRAINER, WHERE APPLICABLE AS OfTEN AS NECESSARY TO KEEP THE IRRIGATION SYSTEMS FREE OF SAND AND OTHER DESRIS. 3. PREVENT SPRAYING ON WINDOWS, BUILOING WALLS. BY BALANCING THE THROTTLE CONTROL ON THE REMOTE CONTROL VALVES ANO THE ADJUSTMENT SCREWS ON THE SPRINKLER HEADS. DO NOT ALLOW WATER TO ATOMIZE ANO DRIFT. C, AJR BLOW-OUT 1. SET AUTOMATIC CONTROL STATIONS TO 2-1/2 MINUTES TIMING, 2. ATTACH HOSE FROM PORTABLE AlR COMPRESSOR TO 1 IN, AlR INLET INSTALLED ON MAJN UNE AT BACKFLOW PREVENTER. 3. OPERATE COMPRESSOR AT 100 CU. FT. PER SECOND AT 60-80 PSI. 0, MANUAL DRAIN VALVES: OPEN MANUAL DRAIN VALVES LOCATED AT LOW POINlS ON THE MAJN LINE TO DRAIN MAJN COMPLETELY AFTER AlR BLOW-OUT HAS BEEN COMPLETED. E. BACKFLOW PREVENTER, ROTATE BACKFLOW UNIT AT UNIONS AND OPEN PET COCKS ANO DRAIN. REVERSE OPERATION ANO TIGHTEN UNIONS TO RESUME IRRIGATION. 2.07 THE 90 DAY MAlNTENANCE PERIOD A. PRELIMINARY REVIEW: AS SOON Af3 ALL PLANTINGS ARE COMPLETED PER CONTRACT DOCUMENTS, HOLD A PRELIMINARY REVIEW To DETERMINE THE CONDITION OF THE WORK. B. PHASED ~AJNTENANCE PERIODS: THE OWNER WILL ACCEPT CERTAlN AREAS OF THE SITE TO HAVE PHASED MAJNTENANCE PERIODS AS THESE MAJOR PORTIONS OF THE PROJECT ARE COMPLETED. THE CONTRACTOR AND OWNER SHALL IDENTIFY AND MUTUALLY AGREE UPON THESE AREAS PRIOR TO CONSTRUCTION AND SHALL BE DOCUMENTED IN WRfflNG. THESE AREAS SHALL NOT EXCEED A TOTAL NUMBER OF FOUR (4). C. DATE OF REVIEW: SUBMIT A WRITT£N REQUEST TO THE LANDSCAPE ARCHITECT AT LEAST FIVE (5) WORKING DAYS PRIOR TO ANTICIPATED DATE OF REVIEW. D. BEGINNING OF THE 90 DAY MAJNTENANCE PERIOD: THE DATE ON WHICH THE LANDSCAPE ARCHITECT ISSUES A LETTER OF PRELIMINARY ACCEPTANCE TO THE CONTRACTOR. 2.07 THE 90 DAY MAJfHENANCE PERIOD A. PRELIMINARY REVIEW, AS SOON AS ALL PLANTINGS ARE COMPLDED PER CONTRACT DOCUMENTS, HOLD A PRELIMINARY REVIEW TO DETERMINE THE CONDITION OF THE WORK. 8. PHASED MAJNTENANCE PERIODS: THE OWNER WILL ACCEPT CERTAJN AREAS OF THE SITE TO HAVE PHASED MAINTENANCE PERIODS AS THESE MAJOR PORTIONS OF THE PROJECT ME COMPLErEO. THE CONTRACTOR NJD OWNER SHAU. IDENTIFY ANO MUTUALLY AGREE UPON THESE AREAS PRIOR TO CONSTRUCTION ANO SHALL BE DOCUMENTED IN WRITING. THESE AREAS SHALL NOT EXCEED A TOTAL NUMBER OF FOUR (4). C. DATE OF REVIEW: SUBMIT A WRIHEN REQUEST TO THE LANDSCAPE ARCHITECT AT LEAST FIVE (5) WORKING DAYS PRIOR TO ANTICIPATED DATE OF REVlEW. D, BEGINNING OF THE 90 DAY MAJNlENANCE PERIOD, THE DATE ON WHICH THE LANDSCAPE ARCHITECT ISSUES A lETr<:R OF PRELIMINARY ACCEPTANCE TO THE CONTRACTOR. 2.08 FINAL ACCEPTNICE A. ACCEPTANCE: 1. WORK \'/ILL SE ACCEPTED BY THE WlDSCAPE AJRCHITECT UPON SATISFACTORY COMPLE110N OF ALL WORK, INCLUDING MAINTENANCE PERIOD, BUT EXCLUSIVE OF REPLACEMENT OF MATERIALS UNDER THE WARRANTY PERIOD. 2. SUBMIT A WRITTEN REQUEST TO LANDSCAPE ARCHITECT FOR REVlEW FOR FINAL ACCEPTANCE AT LEAST FIVE (5) WORKING DAYS PRIOR TO ANTCIPAfED FINAL REVIEW DATE, WHICH IS AT THE END OF THE MAINTENANCE PERIOD. 8. CORRECTIVE WORK: !. WORK REQUIRING CORRECTIVE ACTION OR REPLACEMENT IN THE JUDGEMENT OF THE LANDSCAPE ARCHITECT SHALL BE PERFORMED WITHIN TEN (10) CALENDAR DAYS AFTER THE flNAL REVIEW. 2. PERFORM CORRECTIVE WORK ANO MATERIALS REPLACEMENT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICAnONS AND SHALL BE MADE BY THE CONTRACTOR AT NO COST TO THE OWNER. 3. AFTER CORRECTIVE WORK IS COMPLETED. THE CONTRACTOR SHALL AGAJN REQUEST A flNAL REVlEW FOR FINAL ACCEPTANCE AS OUTLINED ABOVE. 4. CotHlNUE MAINTENANCE OF ALL LANDSCAPED AREAS UNTIL SUCH TIME AS ALL CORRECTIVE MEASURES HAVE BEEN COMPLETED ANO ACCEPTED. C. CONOl'nONS FOR ACCEPTANCE OF WORK AT END OF MAlNTENANCE PERIOD: 1. EACH PLANT SHALL BE ALIVE AND THRIVING, SHOWING SIGNS OF GROWTH AND NO SIGNS OF STRESS, DISEASE, OR Aff/ OTHER WEAKNESSES. 2, ALL PLANTS NOT MEETING THESE CONDffiONS SHALL BE REPLACED ANO A 90 DAY MAJNTENANCE PERIOD COMMENCED FOR SUCH PLANTS. D. flNAL ACCEPTANCE DATE: TtlE DATE ON WHICH THE WlDSCAPE ARCHITECT ISSUES A LETTER OF FINAL ACCEPTANCE, UPON FINAL ACCEPTANCE, THE OWNER 'I/ILL ASSUME RESPONSIBILITY FOR MAINTENANCE OF THE WORK. 2.09 WARRANTY PERIOD ANO REPLACEMENTS Of PLANT MATERIALS A. SPEClflC REQUIREMENTS: REFER TO THE FOLLOWING SECTIONS: 1. LAWNS AND GRASSES -SECTION 02930 2, TREES, SHRUBS, VINES AND GROUND COVERS -SECTION 02950 CONCRETE FORMWORK PART 1 -GENERAL 1.01 DESCRIPTION SECTION 03100 A. WORK INCLUDED: EXECUTE CONCRETE FORMWORK AS SPEClflED FOR THE FOLLOWING ITEMS: CONCRETE PAVING CONCRETE STEPS CONCRETE MOV/STRIP CONCRETE FOOTINGS B. RELATED WORK IN OTHER SECTIONS: CONCRETE REINFORCEMENT -SECTION 03200 SITE CONCRETE -SECTION 03300 1.02 QUALITY ASSURANCE: A. DESIGN: l. BE RESPONSIBLE FOR THE DESIGN, ENGINEERING, CONS!RUCTION AND SAFETY OF REMOVABLE FORMWORK. 2. DESIGN REMOVABLE FORMS FOR THE LOADS AND LATEP,AL PRESSURES OUTLINED IN TH£ AMERICAN CONCRETE INSTITUTE STANDARD "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" (ACI 347-78), PART 2 -PRODUCTS 2.01 MATERIALS A. REMOVABLE FORMS: WOOD. METAL OR OTHER MATERIAL APPROVED BY WlDSCAPE ARCHITECT CONFORMING TO THE FOLLOWING REQUIREMENTS: 1. AC! 347 2. FOR UNEXPOSED CONCRc'TE. USE FORMS OF SOUND, SUITABLE LUMBER, OR METAL 3. FOR EXPOSED CONCRETE USE 88 PLYFORM CLASS I OR CLASS II OR S!RUCTIJRAL l PLYFORM, FREE OF TORN GRAJN, WORN EDGES, HOLE PATCHES OR OTHER DEFECfS. 4. USE METAL FORMS PRODUCING EXPOSED CONCRETE SURFACES EQUAL TO THOSE PRODUCED BY WOOD FORMS UPON APPROVAL OF LANDSCAPE ARCHITECT. 8, TIES, HANGERS ANO OTHER EMBEDDED ACCESSORll;:S: COMMERCIALLY MANUFACTURED, SIMPSON OR EQUAL, DO NOT USE WIRE. C. SONO-TUBES: HEAVf OlJTY RIGID CARDBOARD TUBES IN DIAMETERS SHOWN ON THE DRAWINGS. D. SPREADER CONES: COMMERCIALLY MADE, 1 • DIAMETER OR LESS. l 949 3913140 intaglio studio d"om.1 puiJ11 rnlifarnic 9:2619 APPROVED FOf7 /RR/G.A TIO/\/ A/\/0 PLA/\/Tl/\!G Oi\/L Y, ltJCLUDING PRECISE LOCA TIO/\/ OF PLAt'JT/1\JG AREA. ---·--------------···--- " AS BUil T" l~CE __ _ EXP,~----DATE f<EI/IEWED BY: NOTE: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. L-4,0 INSPECTOR DATE '''"'"~~""'""'~•H """--'~"'"'' """"~"""'~~"'"""'""""''"""""U'""'"'''~''"""'"""''~N~"""""'"'""u"'"""=~•"''~'""""""''"''""""'"'-"'""'"m••••••«<<"«-....,.,,"""'"U••«""" I"""""""""""""""• -~=""''"""""" .._..."""""'m""""" .,,,.,""""'"'"""~-""'"" <«•"""'"''"'-""'""'"'•"'""'"'""'"""""'""-""'"''"'""""""""""-"""""'""'"'"-"~"""""""'"•'"'"''''''"~"~~•= .l.b I SHEET I CI"f'Y OF C1\RLSBAD7,r,J~'I 9 PLANNING DIVISI0H . 14 1----t----t-------------~--,-----1---1--~1, LAND,~loEHr~ts1u1cK:cA01LLAc 1' ~=--·----5334 PASEO DEL NORTE ~ /~C.<1p~ CARLSBAD, CALIFORNIA 92008 ~~N.~~~~~ I '/:; ! VJ ' ~ APPROVtD: . , r. \ ,.,u, !il !: .., "'rv 6/30/14,WBH 3RD CITY PLAN CHECK COMMENTS tzk~-.&~ ~1..;:,11 ~ ,?.,;;:,, ~ 6/10/141WBH 2nd CITY PLAN CHECK COMMENTS PLANNING *~ i.'.i.:1.' ~* 1~5L/~2~8/LC..14~,1~w~B~H'---F1~s~r-c~,=ry':-:p~LA":':cN'-'-C~H=Ec=K"---C~O~M~M~E=N~T=sc-------i----t---1---t-----: ~D~'~H,~'l=B~Y:=_=__:;;w;w:;:_~~=;--;:::===P;P=,o=J;E;C;T=N=o=,==;~D;R=A=w=1N=,G=0=,o~. ~l'f ..., -<~ DATE I INITIAL DATE INITIAL DATc INITIAL CHKD BY: __\'/fill_ C 4 sr· 2L 0rcp1,.\'r?. 0Es1G11rn oF woRK REVISION DESCRIPTION ornrn APP,wvA1 c1TY APPROVAL RVWD BY: .....J'li.H_ '[) 1L\.-.Q1 · 2-.. Exp!r<:!tl9:~ Dote;~!_~ '-------~- CONSTRUCTION SPECIFICATIONS PART 3 -EXEC\JTION 3.01 CONSTRUCTION A CONFORM TO ACI 347, 6. CONfORM TO SHAPE, LINES AND DIMENSIONS OF MEMBERS SHOWN ON DRAWINGS, TRUE TO LINE, PLUMS ANO LEVEL. C. ERECT AND MAINTAIN FORMS TO SAFELY SUPPORT LOADS THAT MIGHT SE APPLIED, INCLUDING CONSTRUCTION LOADS. D. CONSTRUCT SUFFICIENTLY TIGHT TO PREVENT LFAKACE OF GROUT OR CEMENT PASTE. E. PROVIDE FOR OPENINGS INDICATED ON DRAWINGS. CAREFULLY COORDINATE LOCATION, NUMBER AND DETAILS OF OPENINGS, CHASES, RECESSES, CONSTRUCTION JOINTS AND INSERTS WITH TRADES NEEDING THEM. F. PROTECT FORMS FROM DETERIORATION, WEATHER, AND SHRINKAGE PRIOR TO CONCRETING BY OILING OR WITTING. G. TREAT FORMS FOR EXPOSED CONCRETE VIITH NON-STAINING FORM OIL. H. CLEAN FORMS OF DIRT, MORTAR AND OTHER FOREIGN MAITER PRIOR TO USE. • I. PROVlDE ACCESS PANELS IN BOTTOMS OF FORMS Af3 REQUIRED FOR REMOVAL OF EXTRANEOUS MATERIALS BEFORE PIJ..CING CONCREfE. J. CONSTRUCT FORM-WORK TO INSURE THAT CONCRETE SURFACES WILL CONFORM TO TOLERANCES Of "RECOMMENDED PRACTICE FOR CONCRETE FORM-WORK" (ACI 347-78). K. gg,~~u~ '&~~i ~i~1~t~si~~3~~:fNE Ji~ ~?s¾~o~uiitt~ON AND TO ELIMINATE BULGES, L. DO NOT COrlSTRUE TOLERANCES FOR HORIZONTAL OR VERTICAL BUILDING LINES OR FOOTINGS TO PERMIT ENCROACHMENT BEYOND LEGAL BOUNDARIES. 3.02 REMOVAL A. UNDER ORDlrlARY CONDITIONS. KEEP FORMS IN PLACE FOR THE FOLLOWING MINIMUM CUMULA11VE TIME UNITS, NOT NECESSARILY CONSECUllVE. DURING WHICH THE TEMPERATURE OF THE AIR SURROUNDING THE CONCREfE IS ABOVE 50 DEGREES F.: 1. FOOTING SIDES AND SLAB SIDES -24 HOURS. B. WHERE FORM REMOVAL TIME IS LESS THAN THE CURING TIME, TAKE MEASURES TO PROVIDE ADEQUATE CURING AND THERMAL PROTECTION OF THE EXPOSED CONCRETE. CONCRETE REINFORCEMENT SECTION 03200 PART 1 -GENERAL 1.01 DESCRIPTION A. WORK INCLUDED: PERFORM CONCRETE REINFORCEMENT Af3 SPECIFIED 8Y SOILS ENGINEERING REPORT. B. RELATED WORK IN OTHER SECTIONS: CONCRETE FORM-WORK -SECTION 03100 SITE CONCRETE -SECTION 03300 PART 2 -EXECUTION 3.01 OBSERVATION OF REINFORCING A NOTIFY LAtlDSCAPE ARCHITECT 2 OAYS IN ADVANCE OF SCHEDULED TIME FOR POURING OF CONCRETE TO Al.LOW OBSERVATIONS TO BE MADE ANO CORRECTIONS COMPLETED. B. DO NOT POUR CONCRETE UNTIL APPROVAL HAS BEEN OBTAINED FROM LANDSCAPE ARCHITECT. C. EXPOSED REINFORCING STEEL AFTER CONCRETE HAS BEEN PLACED WILL BE SUFFICIENT CAUSE FOR REJECTION, REMOVAL AND REPLACEMENT OF THE AFFECTED CONCRETE SECTION. 3.02 PLACING A PLACE REINFORCING STEEL IN ACCORDANCE WITH SOILS ENGINEERING REPORT, APPROVED SHOP DRAWINGS AND PER THE REQUlt1EMENTS OF AMERICAN CONCRETE INSTITUTE AND CONCRETE REINFORCING STEEL INSTITUTE. SITT: CONCRETE PART 1 -GENERAL 1.01 DESCRIPTION SECTION 03300 A. WORK INCLUDED: PERFORM ALL CAST-IN-PLACE AND PRE-CAST CONCRETE WORK AS SPECIFIED FOR THE FOLLOWING ITEMS: CONCRETE PAVING CONCRETE STEPS CONCRETE MOWSTRIP CONCRETE FOOTINGS CONCRETE CONCRETE WALL CAPS B. RELATED WORK IN OTHER SECTIONS: CONCRETE FORMS -SECTION 03100 CONCRETE REINFORCEMENT -SECTION 03200 1.02 QUALTrl ASSURANCE A. CONCRETE MIX DESIGN: PER SOILS ENGINEERING REPORT FOR PROJECT. 8. TESTS: PER SOILS ENGINEERING REPORT FOR PROJECT. C. TEST REPORTS: SUBMIT IN TRIPLICATE TO THE LANDSCAPE ARCHITECT WITHIN 5 DAYS AFTER TESTS ARE MADE. PART 2 -PRODUCTS 2.01 MATERIALS, PER SOILS ENGINEERING REPORT FOR PROJECT, AND CONFORM TO THE LATEST STANDARD SPECIFICATIONS OF THE Af3TM WHERE APPLICABLE. A. JOINT SEALER: PROVlDE i.!ANUFACTURER'S SPECIFICATIONS FOR APPROPRIATE JOINT SEALING ~.ATERIALS PROPOSED FOR ALL SITE CONCRETE WORK, ;s APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 8. CURING ANO SEALING COMPOUNDS: PROVIDE MAllUFACll.JRER'S SPECIFICATIONS FOR APPROPRIATE CURING Alm SEALING MATERIALS PROPOSED FOR ALL EXPOSED SITE CONCRETE WORK, AS APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2.02 MIXES A TYPICAL CONCRETE: PER SOILS ENGINEERING REPORT FOR PROJECT. PART 3 -EXECUTION 3.01 PREPARAnm1 A ALL SITT: CONCRETE: PER SOILS ENGINEERING REPORT FOR PROJECT. 3.02 INSTAl.lATION A. TOLERANCES: PROVlDE CONCRETE WORK THAT DOES NOT DEVIATE FROM ESTABLISHED LINES, GRADES AND DIMENSIONS BEYOND THE TOLERANCE LIMITS LISTED FOR CONCRETE CONSTRUCTION IN "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK (ACI 347)". 8. PLACING: 1. DEPOS[f CONCRETE AS NEARLY AS PRACTICABLE IN ITS FINAL posmoN. AVOID SEGREGATION DUE TO REHANDlltlG OR FLOWING. DEPOSrT CONCRETE IN LAYERS NOT TO EXCEED 12" IN DEPTH. COMPACT EACH LMER BY VlBRATING. 2. DO NOT ALLOW CONCRETE TO DROP FREELY MORE THAN 4' -o•. 3. USE APPROVED CHUTES EQUIPPED WITH SUITABLE HOPPERS FOR PLACING WHERE REQUIRED. 4. PLACE CONCRETE AT A RATE THAT THE CONCRETE IS ALWAYS PLASTIC AND FLOWS READILY INTO EVERY SPACE. 5. DO NOT PLACE CONCRETE THAT HAS PARTIALLY HARDENED OR BEEN CONTAMINATED BY FOREIGN MATER!ALS, RE-TEMPERED CONCRETE OR CONCRETE VIHICH HAS SEEN RE-MIXED AITTR INITIAL SET. 6. ONCE CONCRETING OF A PANEL OR SECTION IS STARTED, CONTINUE UNTIL rr IS COMPLETED. 7. DO NOT SPLASH FORMS OR REINFORCING WITH CONCRETE ABOVE THE LEVEL OF CONCRETE BEING PLACED. 8. IMMEDIATELY AITTR CONCRETE PLACEMENT IS COMPLETED FOR A PARTICULAR UNIT OF POUR, CLEAN REINFORCEMENT PROJECTING ABOVE OR OLIT OF THE CONCRETE. C. CONSTRUCTION JOINTS: 1. PROVIDE CONSTRUCTION JOINTS WHEN CONCRETING STOPS, AS INDICATED ON PLANS. ALL EXPAllSION JOINTS SHAUL BE MASTIC-TYPE, 'THIOKOL" OR EQUAL, OVER FOAM MATERIAL PER DRAWINGS. 2. CONTINUE REINFORCING STEEL ANO MESH ACROSS JOINTS, PER SOILS ENGINEERING REPORT FOR PROJECT. 3. LOCATE HORIZONTAL JOINTS IN WALLS AT THE UNDERSIDE OF THE SLABS ANO AT THE TOP OF FOOTINGS UNLESS DETAILED OTHERWISE. 4. CONSTRUCT JOINTS PERPENDICULAR TO THE MAIL 5. BEFORE DEPOSITING NEW CONCRETE AGAINST CONCRETE THAT HAS SET, THOROUGHLY CLEAN EXISTING SURFACES Of LAITANCE ANO FOREIGN MATERIAL AND SATURATE WITH WATER. 0. FASTENING DEVICES FOR OTHER WORK: 1. PROVlDE FOR INSTALlATION OF INSERTS, HANGERS, ANCHOR BOLTS ANO OTHER FASTENING DEVICES REQUIRED FOR ATTACHMENT OF OTHER WORK. 2. PROPERLY LOCATE FASfENING DEVICES IN COOPERATION WITH OTHER TRADES A/ID SECURE IN POSITION BEFORE CONCRETE IS POURED. 3.03 FIELG QUAUTY CONTROL A CONCRETE MIX DESIGN: PER SOILS ENGINEERING REPORT FOR PROJECT. B. TESTS: PER SOILS ENGINEERING REPORT FOR PROJECT. C. TEST REPORTS: SUBMIT IN TRIPLICATE TO THE LANDSCAPE ARCHITECT WITHIN 5 DAYS AFTER TESTS ARE MADE. D. HOT AND COLD WEATHER PROTECTION: PER SOILS ENGINEERING REPORT FOR PROJECT. 3.04 FlNISHES A. BROOM FINISH: 1. OBTAIN BY DRAWING A STIFF BRISTLED BROOM ACROSS A FLOATED FINISH. 2. DIRECTION OF BROOMING TO BE PERPENDICULAR TO DIRECTION OF PEDESTRIAN TRAFFIC OR PS SHOWN ON DRAWINGS. 8. DECK-COATING FINISH: 1. PER PRODUCT MANUFACll.JRER SPECIFICATIONS FOR MATERIALS HANDLING, INSTALLATION ANO FlNISHlNG. B. STAMPED CONCRETE PAVING: 1. PER 'BO!,IACRON' MANUFACTURER SPECIFICATIONS FOR MATERIALS HANDLING, INSTALLATION AND FINISHING. SPECIFIC FINISH PER DRAWINGS. 3.05 PROTECTION AND CURING A. PROTECT FRESHLY DEPOSITED CONCRETE FROM PREMATURE ORY1NG AND EXCESSIVELY HOT OR COLD TEMPERATURES FOR THE PERIOD OF TIME NECESSARY FOR THE HYDAATION OF THE CEMENT AND PROPER HARDENING OF THE CONCRETE. B. LAP SHEETS OF WATERPROOF PAPER A MINIMUM OF SIX (6) INCHES AT EDGES AND ENOS AND MAINTAIN IN PLACE BY SEALNG LAPS WITH PRESSURE-SENSITIVE TAPE ANO SY WEIGHTING DOWN. C. APPLY LIQUID MEMBPANE COMPOUNDS IN ACCORDANCE WITH THE PUBLISHED RECOMMENDATIONS OF THE MANUFACTURER. D. CURE UNTIL THE ACCUMULATIVE NUMBER OF DAYS OR FRACTIONS, THEREOF, NOT NECESSARILY CONSECUTIVE, DURING WHICH THE TEMPERATURE OF THE AIR IN CONTACT WITII THE CONCRETE IS ABOVE 50 DEGREES F HAS TOTAi.ED SEVEN (7) DAYS. E. IF FORMS ARE TO BE Rn.lOVEO DURING THE CURING PERIOD, USE CURING MATERIALS OR MErHOOS SPECIFIED FOR CONCRETE SURFACES NOT COVERED BY FORMS FOR THE REMAltlOER OF THE CURING PERIOD. 3.06 PATCHING CONCRETE SURFACES A A SUPERIOR QUALITY CONCRETE FINISH IS EXPECTED OF EXPOSED CONCRETE. IF, DESPITE PRECAUTIONS, THERE IS SOME POROUS OR HONEYCOMBED CONCRETE EXPOSED, REPORT IN WRITING TO THE LAllDSCAPE ARCHITECT AS SOON AS FORMS ARE RE:MOVED AND PROPOSE PROCEDURES TO CORRECT DEFlCIENCIES. DO NOT PROCEED WITHOLIT APPROVAL OF THE LANDSCAPE ARCHITECT/OWNERS REPRESENTATIVE. B. IF AIR HOLES OR OTHER DEFECTS OCCUR, PATCH WITH SUCH MATERIALS AND IN SUCH A 1/ANNER THAf SURFACE IMPERFECTIONS WILL BE COMPLETELY HIDDEN. C. IF PATCHING OPERATIONS ARE NOT COMPLETELY SAnSFACTORY TO THE LANDSCAPE ARCHITECT/OWNERS REPRESENTATIVE, THE CONCRETE SHALL BE REMOVED AND REPLACED. 3.07 PAINTING A PREPARATION OF SURFACES: 1. CLEAN ALL SURFACES TO BE PAINTED. REMOVE ALL DIRT, GREASE, AND OTHER FOREIGN MATTER WHICH MIGHT INTERFERE WITH ADHESION AND PENETRATION. ALLOW SURFACES TO DRY THOROUGHLY. 2. CAREFULLY REPAIR ALL CRACKS. HOLES, VOIOS, OPEN AREAS ANO OTHER DEFECTS IN CONCRETE SURFACES TO SE PAINTED. USE PORTLAND CEMENT MORTAR; STRIKE FI.USH AND PERMIT TO DRY. C: \DRAnu,G FILES\TITLE SHEcTS\CLS8-IP.DWG REv1SEO: 6/15/2012 3. THOROUGHLY CUEAN ALL EXCESS MORTAR FROM CONCRETE SURFACES AFTER DRYING. B. APPLICATION OF PAINT: 1. COVER ENTRE EXPOSED CONCRETE SURFACES WITH APPROVED TEXTURED MASONRY PAINT. APPLY ACCORDING TO THIS SPECIFICATION AND NON-CONFLICTING REQUIREMENTS OF MANUFACTURER'S LATEST PRINTED INSTRUCTIONS. 2. APPLY PAINT BY ROLLING ONTO SURFACE THOROUGHLY MAKING SURE ·1HAT COVERAGE IS UNIFORM. 3. PROVIDE A COMPLETED PAINT COATING WHICH IS A CONTINUOUS, UNIFORM, UNBROKEN, FREE FROM PINHOLES ANO OTHER SURFACE BREAKS. CONCRETE UNIT MASONRY SECTION 04220 PART 1 -GENERAL 1.01 DESCRIPTION A RElATED REQUIREMENTS: REVIEW THE GENERAL CONTRACT CONDITIONS AND DMSION ONE, GENERAL REQUIREMENTS, WHICH CONTAIN INFORMATION AND REQUIREMENTS THAT APPLY TO THIS SECTION, 8. WORK INCLUDED: PROVIDE CONCRETE UNrr MASONRY COMPLETE, AS SHOWN AND AS SPECIFIED. C. RELATED WORK IN OTHER SECTIONS: GRADING -SECTION 02210 EXCAVATING, BACK-FILLING AND COMPAC!rNG -SECTION 02220 SITE AND STREET FURNISHINGS -SECTION 02870 CONCRETE FORMS -SECTION 03100 CONCRETE REINFORCEMENT -SECTION 03200 SITE CONCRETE -SECTION 03300 1.02 QUALITY PSSURANCE A. REQUIREMENTS OF REGULATORY AGENCIES: ALL WORK ANO MATERIALS SHALL BE IN FULL ACCORDANCE wrrn THE REGULATIONS OF THE ALITHORIZED CITY/AGENCY 8. APPLICABLE STANDARDS: ALL REFERENCES TO THE STANDARDS AS DESCRIBED BELOW SHALL MEAN THE CURRENT OR LATEST EDITIONS. ·use· -UNIFORM BUILDING CODE, LATEST EDlllON. "ASTM" -AMERICAN SOCIETY FOR TESTING AND MATERIALS. C. COORDINATION: 1. COORDINATE AND COOPERATE WITH OTHER CONTRACTORS TO ENABLE TH£ WORK TO PROCEED Af5 RAPIDLY AND EFFICIENTLY Af3 POSSIBLE. 2. INSURE THAT PORTIONS OF THE WORK WHICH ARE ALL OR IN PART EMBEDDED, BUILT-IN, ATTACHED TO, OR SUPPORTED BY THE WORK SHALL BE EXECUTED BY THEM IN AMPLE TIME THAT PROGRESS OF THE WORK IS NOT DElAYED. 3. PERFORM ALL CUTTING OR PATCHING MADE NECESSARY TO COMPLY WITH THIS INJUNCTION. 4. BE RESPONSIBLE FOR THE PROPER INSTALLATION OF AUL ACCESSORIES n.lBEOOEO IN THE CONCRETE AND FOR THE PROVISION OF HOLES, OPENINGS, ETC., NECESSARY TO THE EXEC\JTION OF THE WORK OF THE TRADES. 5. UNES AND LEVELS: A LICENSED SURVEYOR OR REGISTERED CML ENGINEER SHAUL LAY OUT AND ESTABLISH ALL LINES, LEVELS, GRADES AND POSITIONS Of ALL PARTS OF THE WORK. 1.03 INSPECTION OF SITE A. REVIEW: EXAMINE RELATED WORK AND SURFACES BEFORE STARTING WORK OF THIS SECTION. SUBMIT WRITTEN REPORT TO THE lANDSCAPE ARCHITECT, DESCRIBING ALL SITE CONDl110NS WHICH WILL PREVENT THE PROPER PROVISION OF THIS WORK. B. ACCEPrANCE: BEGINNING THE WORK OF THIS SECTION \'/ITHOLIT REPORTING UNSUITABLE CONDITIONS TO THE LANDSCAPE ARCHITECT CONSTITUTES ACCEPTANCE OF SITT: CONDrTIONS BY THE CONTRACTOR. C. REPAIR: PERFORM ALL REQUIRED REMOVAL, REPAIR, OR REPLACEMENT OF THIS WORK CAUSED BY UNSUITABLE CONDITIONS AT NO ADDITIONAL COST TO OWNER. 1.04 ANALYSIS AND TESTS A. COSTS OF TESTING: 1. IF REQUIRED BY CITY OR OWNER'S REPRESENTATIVE, SELECTED AND PAID FOR BY CONTRACTOR. B. SAMPLES: SELECT A QUALIFIED TESTING LABORATORY TO TAl<E SAMPLES FOR TESTING DURING THE COURSE OF THE WORK AS CONSIDERED NECESSARY. C. NOTIFlCATION: NOTIFY THE DESIGNATED LABORATORY IN SUFFICIENT TIME TO ALLOW TAKING OF SAMPLES AT TIME OF POUR. D. REJECTED µATERIALS: SHOULD TESTS SHOW THAT CONCRETE UNIT MASONRY IS BELOW SPECIFIED STRENGTH. CONTRACTOR SHALL Rn.lOVE ALL SUCH UNITS OFF THE SITE. E. COST OF REl;OVAL AND RE-TESTING: FULL COSTS OF REMOVAL OF REJECTED MATERIALS, ITS REPLACEMENT WITH CONCRETE UNITS OF SPECIFlED STRENGTH AND RE-TESTING SHALL BE BORNE BY CONTRACTOR. 1.08 PRODUCT DELIVERY, STORAGE AND HANDLING: A DELIVERY: DELM:R AND UNLOAD MASONRY UNITS AT THE JOB SITE ON PALLETS AND BOUND SO AS TO PREVENT DAIi.AGE. 8. STORAGE: 1. STORE MATERIALS UNDER COVER IN A DRY PLACE, AND IN A MANNER TO PREVENT DAMAGE OR INTRUSION OF FOREIGN MATTER. 2. STORE CONCRETE MASONRY UNITS UNDER COVERS THAT 'I/ILL PERMIT CIRCULATION OF AIR AND PREVENT EXCESSIVE MOISTURE ABSOROTION. 3. STORE CEMENT AND LIME IN WATERTIGHf SHEDS WITH ELEVATED FLOORS. C. PROTECTION: 1. PROTECT AGAINST WETT1NG PRIOR TO USE. 2. PROTECT REINFORCEMENTS FROM THE ELEMENTS. 3. DURING FREEZING WEATHER PROTECT ALL MASONRY UNiTS WITH TARPAULINS OR OTHER SUITABLE MATERIAL. 1.07 FINAL ACCEPTANCE A. REVIEW: HOLD IN CONJUNCTION WITH THE FlNAL REVIEW OF ALL LANOSCAPE WAULS AND PAVING. B. COMPLETION: WORK W!LL BE: ACCEPTED BY LANDSCAPE ARCHITECT UPON SATISFACTORY COMPLETION OF ALL CONCREfE UNIT MASONRY WORK. C. RESPONSIBILITY: UPON FINAL ACCEPrANCE, OWNER WILL ASSUME RESPONSIBILITY FOR MAINTENANCE OF THE WORK. SAID A5SUMPTION DOES NOT RELIEVE CONTRACTOR OF OBLIGATIONS DNDER WARRANTY. 1.08 WARRANTY A. IN ADDITION TO MANUFACTURER'S GUARANfEES OR WARRANTIES, ALL WORK SHALL BE WARRANTED AGAINST DEFECTS IN MATERIALS AND WORKMAllSHIP BY CONTRACTOR. 8. WARRANTY SHALL ALSO COVER REPNR OF DAMAGE TO ALL PARTS OF THE PREMISES RESULTING FROM DEFECTS IN MATERIALS AND WORKMANSHIP TO THE SATISFACTION OF THE OWNER. PART 2 -PRODUCTS 2.01 CONCRETE UNIT MASONRY UNITS A. GENERAL, UNITS SHALL MEET OR EXCEED APPLICABLE u.a.c. REQUIREMENTS, AS.T.M. STANDARDS AND CITY REQUIREMENTS. 8. DESCRIPTION: ASTM C-90 TYPE I GRADE N HOLLOW, LOAD-BEARING UNITS, UNLESS OTHERWISE SPECIFIED BY ENGINEER OR ON DRAWINGS. C. SIZE: 6X8X8, 6X8X16, 8X8X8, 8X8X16. 12XBXB, 12X8X16. VERIFY WITH DRAWINGS PRIOR TO ORDERING. Z.02 REINFORCEMENTS: SHALL MEET OR EXCEED APPLICABLE U.B.C. REQUIREMENTS, A.S,T.M. STANDARDS AND CITY REQUIREMENTS. 2.03 GROUT MIX: SHALL MEET OR EXCEED APPLICABLE U.B.C. REQUIREMENTS, AS.T.M. STANDARDS AND CITY REQUIREMENTS. 2.04 BONDING AGENT: SHALL MEEf OR EXCEED APPLICABLE U.B.C. REQUIREMEt!IS, AS.T.M. STANDARDS ANO CITY REQUIREMENTS. 2.05 CEMENT PLASTER A. MANUFACTURER, COLOR ANO FINISH: MATCH ARCHITECTURE FOR NEW CONSTRUCTION. 2.06 DAMPROOFING: "MASTICOAT" OR APPROVED EQUAL. PER MANUFACTURER'S SPECIFICATIONS. 2.07 TRANSP;IJ1ENT SEALANT: PROVIDE MANUFACTURER'S SPECIFICATIONS FOR APPROPRIATE SEALING MATERIALS PROPOSED FOR ALL EXPOSED SITE CONCRETE WORK, Af3 APPROVED SY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PART 3 -EXEC\JTION 3.0 I GENERAL: A. CONDITION: LAY ONLY CURED, DRY MASONRY UNITS. B. CLEANING: THOROUGHLY CLEAN ALL MASONRY UNITS OF DIRT AND OTHER MATERIALS PRIOR TO LAYING UP IN WALLS. C. CUTTING: I. MAKE ALL curs WITH SHARP MASONRY SAW. ALL curs TO BE CLEAN, SHARP AND REGULAR. 2. CUTTING OF ALL UNITS EXPOSED IN FINISHED WORK SHALL BE DONE WITH AN APPROVED TYPE OF POWER MASONRY SAW. 3. PROV1DE ACCURATE curs TO ACCOMMODATE BUILT-IN WORK WHERE ELECTRIC CONDUIT, OUTLET AND SWITCH BOXES AND PLUMBING-IN SERVlCES. 4. PROPER MASONRY UNITS SHALL SE USED TO PROVIDE FOR ALL BOND BEAIAS, ETC., WITH A MINIMUM OF UNIT CUTTING. D. TEMPERA1'URE: 00 NOT PLACE CONCRETE MASOtlRY UNITS WHEN ;\JR TEMPERATURE IS BELOW 40 DEGREES F. 3.02 LAYOLIT A SET UNITS PLUMB AND TRUE TO LINE, WITH ACCURATELY SPACED, LEVEL HORIZONTAL JOINTS, (EXCEPT WHERE NOTED ON DRAWINGS). B. LAY UNITS IN •RUNNING BOND" PATTERN WITH VERTICAL JOINTS OF ALTERNATE COURSES ALIGNED AND CENTERED ON INTERMEDIATE COURSE. 3.03 MORTARING A. GENERAL: LAY HOULOW CONCRETE MASONRY UNITS WITH FULL MORTAR COVERAGE ON HORIZONTAL ANO VERTICAi. FACE SHELLS EXCEPT THAT VIE8S SHALL ALSO BE BEDDED IN ALL COURSES AROUND CELLS THAT ARE TO BE REINFORCED OR FILLED WITH GROUT. B. CORRECTIONS: 1, ADJUST MASONRY UNIT TO FINAL POSITION WHILE MORTAR IS SOFT AND PLAS11C. 2. IF UNITS ARE DISPLACED AFTER MORTAR HAS STIFFENED, REMOVE UNITS, CLEAN JOINTS AND UNITS OF ALL MORTAR AND RElAY WITH FRESH MORTAR. C. PARTIALLY-SET MAf30NRY: 1. WHEN JOINING FRESH M/>SONRY TO SET OR PARTlALLY SET MASONRY CONSTRUCTION, CLEAN EXPOSED SURFACE OF SET MASONRY AND REMOVE LOOSE MORTAR PRIOR TO lAYING FRESH MORTAR. 2. 00 NOT USE TOOTHING TO JOIN NEW MASONRY TO SET OR PARTIALLY SET MASONRY WHEN CONTINUING A HORIZONTAL RUN. 3.04 JOINTING A. GENERAL, MAKE AUL JOINTS UNIFORM, APPROXIMATELY 3/8" THICK. B. SUB-GRADE JOINTS: POINT TIGHT WITH A TROWEL ALL MASONRY JOINTS. C. UNEXPOSED JOINTS; CUT FLUSH ALL JOINTS IN SURFACES TO BE PLASTERED, OR COVERED WITH OTHER MASONRY. 3.05 REINFORCEMENTS A. HORIZONTAL BARS: LAY IN HORIZONTAL JOINT OF CONCRETE MASONRY UNIT WHERE INDICATED. PROVIDE STRAIGHT BARS EXCEPT FOR BENDS AROUND CORNERS WHERE BENDS OR HOOKS ARE SHOWN ON THE DRAWINGS. B. VERTICAL BARS: HOLD IN POSITION AT TOP AND BOTTOM ANO AT INTERVALS NOT EXCEEDING 192 DIAMETERS OF THE REINFORCEMENT. C. BONDING: BOND EACH COURSE OF ALL UNITS AT CORNERS IN A MAf30NRY BOND AND AT INTERSECTIONS WITH REINFORCEl,lENT, SPACED VERTICAULY, NOT EXCEEDING 24 IN. O. FOUNDATION DOWELS: 1. DO NOT BENO OVER WHERE FOUNDATION DOWELS DO NOT LINE UP WITH THE VERTICAL CORE TO BE REINFORCED. 2. GROUT INTO A CORE IN DIRECT VERTICAL AUGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. E. SPLICING: LAP REINFORCING STEEL 40 BAR DIAMETERS MINIMUM. 3.06 CONSTRUCTION A. VERTICAL CELLS: CONSTRUCT ALL REINFORCED CONCRETE UNIT 1/ASONRY SO SO AS TO PRESERVE THE UNOBSTRUCTED VER'TICAL corrnNUITY OF THE CELLS TO BE FILLED. PROVlOE FULL MORTAR BEDDING OF WALLS AND CROSS WEBS FORMING SUCH CELLS PREVENT LEAKAGE OF GROUT. 8. REAR OR END JOINTS: SOUOLY FIUL WITH MORTAR FOR A DISTANCE IN FROM THE FACE OF TEH WALL OR UNIT NOT LESS THAN THE THICKNESS OF THE LONGITUDINAL FACE SHELLS. PROVIDE BOND BY LAPPING UNITS IN SUCCESSIVE VERTICAL COURSES. C. VERTICAL CELLS TO BE FILLED: PROVIDE SUFFICIENT VERTiCAL ALIGNMENT TO MAINTAIN A CLEAR, UNOBSlRUCTED CONITNUOVS VERTICAL CELL MEASURING NOT LESS THAN 2 IN. BY 3 IN. D. CLEAN-OLIT OPENINGS: 1. PROVIDE AT THE BOTTOMS OF ALL CELLS TO BE FILLEO AT EACH LIFT, OR POUR OF GROLIT WHERE SUCH LIFT, OR POUR OF GROUT IS IN EXCESS OF 4 FT. HEIGHT. 2. REMOVE ALL OVERHANGING MORTAR OR OTHER OBSTRUCTION, OR DEBRIS FROM THE INSIDE OF CELL WALLS. SEAL ALL CLEAN-OUTS BEFORE GROUTING AND AFTER REVIE:11. 3.07 GROUTING A. VERTICAL CEULS: FILL SOLIDLY WITH GROUT IN LIFTS NOT EXCEEDING 8 FT. IN HEIGHT. 8. REINFORCING STEEL: INSTALL AND REQUEST REVIEW BEFORE GROUTING STARTS. C. BOLTS AND ANCHORS: SOLIDLY GROUT IN PLACE. D. rNTERRUPTION OF WORK: WHEN THE GROUllNG IS STOPPED FOR ONE HOUR OR LONGER, FORM HORIZONTAL CONSTRUCTION JOINTS BY STOPPING THE POUR OF GROUT 1-1/2 lfl. BELOW THE TOP OF THE UPPERMOST UNIT. 3.0B WEEP HOLES; PROVlDE AT ALTERNATING JOINTS IN BOTTOM COURSE. 3.09 CURING AND PROTECTION A GENERAL: IN WINDY AREAS AND WHERE THE ATMOSPHERE IS DRY, DAMPEN SURFACE OF THE WALL WITH A LIGHT FOG SPRAY DURING A 3 OAY CURING PERIOD FOR THE MORTAR. B. EXCESSIVE WATERING: AFTER THE WALL IS CONSTRUCTED, 00 NOT SAll.JRATE WITH WATER FOR CURING DR AN·/ OTHER PURPOSES. 3. 10 POINTING AND CLEANING A GENERAL: 1. POINT AUL HOLES IN EXPOSED MASONRY. CUT OUT DEFECTIVE JOINTS AND RE-POltlT WITH MORTAR. 2. THOROUGHLY CLEAN ALL EXPOSED MASONRY. 3. DO NOT FIUL WEEP HOLES. 8. CLEANING: 1. SAMPLE ARfk BEFORE APPLYING ANY CLEANING AGENf TO THE ENTIRE WALL, IT SHALL BE APPLIED TO A SAMPLE WALL AREA OF APPROXIMAfELY 2D SQ. FT. IN AN APPROVED LOCATION. 2. APPROVAL, 00 NOT PROCEED WITH FURTHER CLEANING UNOL THE SAMPLE AREA HAS BEEN APPROVED, AFTER WHICH TIME THE SAME Cl.EANING MATERIALS ANO METHOD S~.ALL BE USED ON THE REMAINING WALL AREA. 3. EXCEPTIONS: DO NOT USE ACID SOLUTIONS, METAL CLEANING TOOLS OR ABRASIVE Poworns FOR CLEANING CONCRETE MASONRY UNITS. 4. EFFLORESCENCE: REl,lOVE IN ACCORDANCE WITH THE UNIT M/>SONRY PRODUCT MANUFACTURER'S CURRENT PRINTED INSTRUCTIONS. 5. LOOSE MORTAR AND STAINS: CLEAN OFF AND Rn.lOVE FROM ALL CONCRETE MASONRY UNITS. C. DRY BRUSH: AFTER MORTAR HAS SET AND AT END OF EACH DAY'S WORK, DRY BRUSH MPSONRY SURFACE. REPEAT ORY BRUSHING AFTER FINAL PNNTING. 3.11 CEMENT PLASTER APPLICATION A SURFACE PREPARATION: STRIKE FLUSH ALL MORTAR JOINTS BEFORE APPLYING BONDING AGENT AND CEMENT PLASTER. CAREFULLY INSPECT CONCRETE MASONRY SURFACE IN ORDER TO REMOVE PAINT, DUST, GREASE OR ANY OTHER SUBSTANCE PRESENT THAT WILL BE DETRIMENTAL TO OBTAINING A GOOD BOND. B. BONDING AGENT: APPLY TO CONCRETE MASONRY SURFACE PER tl.ANUFACTURER'S LATEST PRINTED INSTRUCTIONS. C. CONTROL JO!NT: WHERE "WEAKENED" JOINTS OCCUR, PROVIDE A J/8 IN, JOINT, 0. FlNISH: MATCH ARCHITECTURE. 3.12 DAMP-PROOFING A. PREPAAATION OF SURFACES: 1. CRA1!KS, H01 ES, VOIDS: REPAIR WITH PORTLANO CEMENT MORTAR. STRIKE FLUSH AND PERMIT TO DRY. 2. CLEANING: BEFORE APPLY1NG DAMP-PROOFING, CLEAN SURFACES OF AUL DIRT, GREASE, EXCESS MORTAR AND OTHER FOREIGN MATTER WHICH MIGHT INTERFERE WITH ADHESION AND PENETRATION OF THE COATING. ALLOW TO DRY. 8. APPLICATION: 1. COVERAGE: PROVIDE ENTIRE RETAINING SURFACE OF BACKSIDE OF WALLS FROM TOP OF FOOTING TO FINISHED GRADE WITH TWO BRUSH COATS OF SPECIFIED OAMP- PROOFING. AIPPLY ACCORDING TO THIS SPECIFICATION AND NON-CONFLICTING REQUIREMENTS OF MANUFACTURER'S LATEST PRINTED INSTRUCTONS. 2. FIRST ANO SECOND COAT: APPLY MINIMUM OF TWO (2) COATS PER TIIE REQUIREMENTS OF MANUFACTURER'S LATEST PRINTED INS'!RUCTIONS. BRUSH INTO SURFACE THOROUGHLY, MAKING SURE THAT COVERAGE IS UNIFORM. APPLY DAMP-PROOFING IN A CLEAN LINE CONFORMING TO FINISHED GRADE. ALLOW FIRST COAT TO DRY FOR A PERIOD PER MANUFACTURER'S INSTRUCTIONS. 3.14 CLEAN-UP A KEEP ALL AREAS Of WORK CLEAN, NEAT AND ORDERLY AT ALL TIMES. 6. UPON COMPLETION OF WORK, REMOVE OFF THE SITE ALL DEBRIS, RUBBISH. LEFTOVER MATERIALS AND TOOLS. METAL FABRICATION PART 1 -GENERAL 1.01 DESCRIPTION SECTION 05500 A. \'/ORK INCLUDED: PROVIDE TUBULAR STEEL FENCING ANO GATES COMPLETE, AS SHOWN AND AS SPECIFIED. B. RElATED WORK IN OTHER SECTIONS: SITE CONCRETE -SECTION 03300 1.02 QUALITY />SSURANCE A, AI.L REFERENCES TO THE STANDARDS DESCRIBED BELOW SHALL MEAN THE CURRENT OR LATEST EDITIONS: "AWS" -"CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION" OF AMERICAN WELDING SOCIETY, AWS DI.O •ASTM" -AMERICAN SOCIIT/ FOR TESllNG AND MATERIALS "USC" -UNIFORM BUIUDING COOE B. FIELD MEASUREMENT: MAK£ ALL FIELD MEASUREMENTS PS REQUIRED PRIOR TO FABRICATION AND INSTALLATION. C. SHOP ASSEMBLY: PRE-ASSEMBLE ITT:MS IN SHOP TO GREATEST EXTENT POSSIBLE TO MINIMIZE FIELD SPLICING AND />SSEMBLY. DISASSEMBLE UNITS ONLY NJ NECESSARY FOR SHIPPING AND. HANDLING LIMITATIONS. CLEARLY MARK UNITS FOR RE-ASSEMBLY ANO COORDINATION rNSTALJ.ATION. 1.03 SUBMITTALS A. SHOP DRAWINGS: SUBMIT DIRECTLY TO TILE LANDSCAPE ARCHITECT fOR APPROVAL PRIOR TO FABRICATION. 1. VERIFICATION: VERIFY ALL MEASUREMENTS AT THE JOB. SHOW DIMENSIONS, SIZES, THICK- NESSES, GAUGES, FINISHES, JOINING, ATTACHMENTS, AND RElAOONSHIP OF WORK TO ADJOINING CONSTRUCTION. WHERE ITEMS MUST FIT AND COORDINATE WITH FINISHED SURFACES AND/OR CONSTRUCTED SPACES, TAKE MEASUREMENTS AT SITE ANO NOT FROM DRAWINGS. 2. COORDINATION: WHERE CONCRETE MUST BE SET TO EXACT LOCATIONS TO RECEIVE WORK, FURNISH ASSISTANCE ANO DIRECTION NECESSARY TO PERMrT OTHER TRADES TO PROPERLY LOCATE THEIR WORK. 3. WELDED CONNECTORS, CONCRETE, OR MASONRY INSERTS: WHERE REQUIRED TO RECEIVE WORK, SHOW EXACT LOCATIONS AND FURNISH ALL SUCH DRAWINGS TO THE TRADES RESPONSIBLE FOR INSTALLING THE CONNECTORS OR INSERTS. 1.04 PRODUCT DELIVERY. STORAGE AND HANDLING A. DELIVERY: DELIVER FABRICATED UNlfS AND COMPONENTS COMPLETELY IDENTIFlED PER SHOP DRAWINGS. PROTECT SURFACES FROM DAMAGE DURING SHIPPltlG. INSPECT WORK FOR DAMAGE UPON DELIVERY TO SITE. NO MATERIALS wrrH DEFECTS OR SCRATCHES ON EXPOSED FINISHES WILL BE ACCEPTEO. B. PROTECTION: PROTECT WORK AT SITE FROM DAMAGE AND FROM WEATHER UNTIL INSTALLED AND AUL WORK HAS BEEN ACCEPTED. C. REPLACEMENT: REPLACE ALL DAMAGED WORK AT NO COST TO OWNER. 1.05 COORDINATION A. TEMPLATES AND BUILT-INS: FURNISH ALL ANCHORS, FPSTENINGS, SLEEVES, SETTlNG TEMPLATES AND LAYOUTS AFFECTING OR INSTALLED IN THE WORK OF OTHER TRADES. 8. DELM:RY: WHERE ITEMS MUST BE INCORPORATED OR BUILT INTO ADJACEO!T WORK, DELIVER TO TRADE RESPONSIBLE FOR SUCH WORK IN SUFFICIENT TIME THAT PROGRESS OF WORK IS NOT DELAYED. BE RESPONSIBLE FOR PROPER LOCATION OF SUCH ITEMS. PART 2 -PRODUCTS 2.01 BASIC MATER= AND ACCESSORIES A. STEEL PIPE: ASTM A-53, TYPE E OR S, GRADE 8 UNLESS OTHERWISE NOTED. 8. STEEL TUBE: ASTM A-500, GRADE S. C. STEEL PLATE: ASTM A-36. 2.02 FINISHES A PRIMER; FEOERAL SPECIFICATION TT-P-86, TYPE II, (RED LEAD/ALKYD 1'YPE) OR TT-P-645 (ZINC CHROMATE TYPE). B. FINISH COATS: TYPE, COLOR AND FINISH TO MATCH EXISTING. PART 3 -EXECUTION 3.01 WORKMANSHIP A. LAYOUT: SET ALL WORK PLUMB, TRUE, RIGID, AND NEATLY TRIMMED OLIT. MITER CORNERS AND ANGLES OF EXPOSED MOLDINGS AND FRAMES UNLESS OTHERWISE NOTED. B. FITTING, FIT EXPOSED CONNECTIONS ACCURATELY TOGETHER TO FORM TIGHT HAIRLINE JOINTS. 3.02 ATTACHENTS A. 00 AUL CUTTING, SHEARING. DRILLING, PUNCHING, THREADING, TAPPING, ETC .. REQUIRED FOR SITE METALWORK OR fOR ATTACHMENT OF ADJACENT WORK. B. SET ALL UNITS AND SIMllAR ITEMS SHOWN OR REQUIRED TO BE SET IN SLEEVES OR CANS WITH QUICK SETTING NON-SHRINK ANCHOR CEMENT. UNLESS OTHERWISE NOTED, SIZE SLEEVES FOR APPROXIMATELY 1/4 IN. CLEARANCE ALL AROUND, AND FINISH TO DRAIN ANY STANDING WATER. 3.03 WELDING A. STANDARDS: AWS CODE DI.O. B. PREPARATION: REMOVE AUL RUST, PAINT, SCAI.E AND OTHER FOREIGN l.'.ATTER. WIRE BRUSH ALL F\AME-CUT EOGES. CLAMP MEMBERS AS REQUIRED AND ALTERNATE WELOS, AUL AS NECESSARY TO PREVENT WARPING OR MISALIGNMEtff. C. EXPOSED WELDS: UNIFORMLY MAKE AND GRIND SMOOTH ALL WELDS NORMALLY EXPOSED TO VIEW IN THE FlNISHED WORK. 3.D4 SURFACE TREATMENT A. CLEANING: I. THOROUGHLY CLEAN ALL MILL SCALE, RUST. DIRT, GREASE AND OTHER FOREIGN ~ATTER FROM FERROUS METAL PRIOR TO ANY TREATMENT OR PNNTING. 2. CONDITIONS WHICH ARE TOO SEVERE TO BE REMOVED BY HAND CLEANING METHODS, SHALL BE CLEANED PER SSPC "SURFACE PREPARATION SPECIFICATIONS". "SOLVENT CLEANING, SSPC SP-I"; "POWER TOOL CLEANING, SSPC-SP-63"; OR "BRUSH-Off BLAST CUEANING, SSPC SP-7", AS REQUIRED. B. SURFACE METAL! 1. GRIND SMOOTH ALL WELDS, BURRS, ANO ROUCH SURFACES TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. 3.05 PAINTING A. PRIME COAT: AFTER MATERIAL HAS BEEN PROPERLY CLEANED ANO TREATED, IMMEDIATELY APPLY ONE PRIME COAT TO ALL SURFACES, THOSE TO BE FIEUD WELDED, AND THOSE ENCASED IN CONCRETE OR MASONRY. APPLY ALL PAltlT PER MANUFACll.JRER'S CURRENT PRINTED rNSTRUCTIONS. SPOT PAINT AI.L ABRASIONS AND FIELD CONNECDONS AFTER Af3SEMBLY. DRY SHOP COAT PRIOR TO SHIPMENT TO JOB SITE. B. FlNISH COATS: APPLY TWO COATS PER MANUFACTURER'S CURRENT PRINTED INSTRUCTIONS. MAY 8E SHOP APPLIED WHERE APPLICABLE. 3.06 TOUCH-UP AND PROTECTION A TOUCH-UP: IMMEDIATELY AFTER ERECTION, CLEAN FIELD WELDS, BOLTED CONNECTIONS AND ABRADED AREAS OF SHOP PAINT. PAINT EXPOSED AREAS WITH SAME MATERIAL TO SAME DRY- FILM THICKNESS PS USED FOR SHOP PAt;ITING. 8. PROTECTION: PROTECT THE WORK FROM ALL DAMAGE OR DISCOLORATION UNTIL ACCEPrANCE OF WORK. 3.07 CLEAN-UP A. KEEP ALL AREAS OF WORK CLEAN, NEAT ANO ORDERLY AT ALL TIMES. KEEP PAVED AREAS CLEAN DURING INSTALLATION. 8. CLEAN UP AND REMOVE ALL DEBRIS FROM THE ENTIRE WORK PRIOR TO FINAL ACCEPTANCE TO SATISFACTION OF LANDSCAPE 1-RCH!TECT. ELECTRICAL SECTION 16000 PART 1 -GENERAL 1.01 DESCRIPTION A GENERAL: SEE LIGHTING NOTES ON DRAWINGS. 8. RELATED REQUIREMENTS: REVIEW THE GENERAL CONDITIONS, WHICH CONTA!N INFORMATION ANO REQUIREMENTS THAT APPLY TO THIS SECTION, C. WORK INCLUDED: PROVlDE ALL ELECfRICAL WORK FOR A COMPLETE AND OPERABLE SYSTEM AS SHOWN ON THE ORAVIINGS AND AS SPECIFIED IN THIS SECTION INCLUDING. BUT NOT LIMITED TO THE FOULOWING: 1. SITE INVESTIGATIONS PRIOR TO BIO DING TO ESTABLISH EXISTING CONDffiONS. 2. INSTAL!.ATlON OF ELECTRICAL FlXTIJRES AND SYSTEMS PER DRAWINGS. 3. ADJUSTMENT ANO TEST OF THE ELECTRICAL WORK. 4. GUA!WHEE. D. RELATED WORK IN OTHER SECTIONS: EXCAVATION, BACK-F!WNG & COMPACTING -SECTION 02220 lRRlGATION -SECTION 02810 SITE CONCRETE -SECTION 03300 1.02 QUALITY ASSURANCE A. ALL PRODUCTS AND EQUIPMENT HEREIN SPECIFIED OR INDICATED ON THE DRAWINGS SHALL BE NEW wrrH UL LABEL AND IN COMPLIANCE WITH THE NATIONAL ELECTRrCAL CODE, STATE AND LOCAL CODES. 1,03 SITT: VISITATIONS A. PRIOR TO THE SUBMISSION OF THE BIO. THE CONTRACTOR SHALL VlSIT THE SITE AND MAKE A THOROUGH EXAMINATlON OF THE EXISTING CONDITIONS AND THEREBY INCLUDE ALLOWANCES FOR THIS WORK IN THIS BID. 1.04 PERMITS AND LICENSES A CONTRACTOR SHALL PAY FOR AND OBTAIN AI.L NECESSARY PERMITS, INSPECTIONS, INSURANCE AND LICENSES REQUIRED FOR THE ELECTRICAL WORK. 1.05 COORDINATIOi'I A CONTRACTOR TO COORDINATE THE ELECTRICAL WORK WITH OTHER TRADES. REV!E:11 DRAWINGS AND SPECIFICATIONS OF AI.L EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS PRIOR TO INSTALlATION OF THE ELECTRICAL SYSTEM. VERIFY SPACE, VENTILATION AND CLEARANCES REQUIRED TO INSTALL ELECTRICAL EQUIPMENf. 1.06 SUBMITTALS A. PRODUCT DATA SHEETS FOR SERVlCE PEDESTAL, DISCONNECT SWITCH, WIRING DEVICES, AND MATERIAL LIST. MAKE ALL SUBMITTALS AT ONE TIME IN BOOKLET FORM. S. AS-BUILT DRAWINGS: 1. INSTALLATION RECORD: DURINO THE COURSE OF INSTALLAflON, CAREFULLY SH0'/1 IN RED LINE ON A PRINT OF THE ELECTRICAL SYSTEM DRAWINGS AI.L CHANGES MADE TO THE ELECTRICAL SYSTEM DURING INSTALLATION. 2. DIMENSION STANDARDS: DIMENSION FROM EASILY IDENTIFIABLE PERMANEl'IT FEATURES (BUILDINGS, MONUMENTS. SIDEWALKS. PAVEMENTS. ETC.) POINTS OF CONNECTION, WIRING ROUTING, CONDUIT LOCADONS, ALL STUB-UP LOCATIONS AND OTHER RELATED EQUIPMENT AS DIRECTED BY OWNER. 3, DELIVERABLES: UPON COMPLETION OF THE ELECTRICAL SYSTEM INSTALLATION, CAREFULLY TRANSFER THE AS-BUILT DATA WITH WATERPROOF INDIA INK TO SEPIA MY1.AR OR MYLAR REPRODUCIBLES ANO SUBMIT THESE SIGNED MYLAR ORIGINALS TO THE LANDSCAPE ARCHITECT FOR APPROVAL. 4, SUBMITTAL OF •/.:3-BUILTS", UPON COMPLETION OF THE ELECTRICAL SYSTEM INSTALLATION. AND AS A CONDITION OF ITS ACCEPTANCE, DELIVER TO THE LANDSCAPE ARCHITECT, THE AS-BUILT DRAWINGS REFERRED TO ABOVE. THE DELIVERY OF THE AS-BUILT DRAWINGS S~ALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSISIUTY OF FURNISHING REQUIRED lt!FORMATION THAT MAY HAVE SEEN OMITTED. 1.07 SUBSTITUTIONS A, WHERE MANUFACTURER·s NAME AND CATALOG NUMBER ARE CALLED our. THE PHRASE "OR APPROVED EQUAL" CAN BE ASSUMED EXCEPT THE BURDEN OF PROVING EQUALITY IS ON THE BIDDER. 1.08 GUARANTEE A AUL ELECTRICAL VIORK AND EQUIPMENT SHALL BE GUARANTEED FOR ONE YEAR FROM THE OATE OF ACCEPTANCE ON CONllRACTOR'S LETTERHEAD AND TURNED OVER TO THE OWNER AT THE COMPLETION AND FINAL ACCEPTANCE OF THE JOB. PART 2 -PRODUCTS 2.01 EQUIPMENT AND FIXTURES A. THE ELECTRICAL EQUIPMENT AND FIXTURES SHALL BE UL LISTED QUALITY INDUSTRY STANDARD FOR WORK SHOWN ON DRAWINGS. 2.02 CONDUIT A CONDUIT SHAUL BE RIGID STEEL GALVAlllZED FOR EXPOSED OR IN DAMP LOCATIONS. CONDUIT UNDERGROUND SHALL BE PVC SCHEDULE 40 WITH P/C COATED RIGID GALVANIZED CONDUIT ELLS AND RISERS WITH GROUND WIRE. 2.03 CONDUCTORS A CONDUCTORS SHALL BE UL LISTED QUALITY INDUSTRY STANDARD FOR WORK SHOWN ON DRAWINGS. 2.04 SPLICES A SPLICES ON CONDUCTORS #8 OR SMALLER SHALL BE SKOTCHLOC SPRING CONNECTORS AND FOR LARGER SIZE CABLES USE SOLDERLESS CONNECTORS. PART 3 -EXECUTION 3.01 EXCAVATION 3.02 A. OBSTRUCTIONS: THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF PIPE AND OTHER UNDERGROUND IMPROVEMENTS WHICH MAY OR MAY NOf BE SHOWN ON PLANS. ALL REASONABLE PRECAUTIONS SHALL BE TAKEN TO PRESERVE AND PROTECT ANY SUCH IMPROVEMENTS WHETHER SHOWN ON THE PLANS OR NOT. WHERE IT IS NECESSARY TO REMOVE AND REPLACE OR TO RELOCATE SUCH IMPRDVEMENfS IN OROER TO PROSECUTE THE WORK, THEY SHALL BE REMOVED, MAINTNNEO IN OPERAflON, AND PERMANENTLY REPlACED BY THE CONTRACTOR AT HIS EXPENSE. 8. TRENCHING: TRENCHES SHALL BE EXcAYATED TO THE LINES AND GRADES ESTABLISHED BY THE ENGINEER. BOTTOM OF TRENCHES GRADE AND PREPARED TO PROVIDE A FIRM ANO UNIFORM BEARINO THOUGH-OLIT THE ENITRE LENGTH OF CONDUIT RUNS. 1. TRENCH BOTTOMS: MADE MORE STABLE BY WITTING AND TRAMPING WHERE FILLS ARE REQUIRED AND BROUGflT TO A UNIFORM GRADE. 2. MINIMUM TRENCH DEPTH: SUFFICIENT TO PROVIDE A MINIMUM COVER 24 INCHES ABOVE fOP-MOST PORflDNS OF CONDUITS. CONDUff ANO WIRING A. ft.LL CONDUIT AND WIRING SHALL BE INSTALLED UNOERGROUNO IN ACCORDANCE WITH APPLICABLE REGULATIONS AND THE ELECTRICAL DRAWINGS. CONDUIT RUNS ARE SHOWN DIAGRAMI.IATICAULY. EXACT ROUTNG AND LOCATION OF THE EQUIPMENT TO BE DETERMINED IN THE FIELD. 3.03 EXTERIOR EQUIPMENT A AUL EQUIPMENT ANO WIRING TO BE WEATHERPROOF. 3.04 GROUNDING A. ALL METALLIC CONDUITS, SUPPORTS AND ENCLOSURES SHALL BE GROUNDED IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE. 3.05 NMING OF ADJUSTABLE FLOODLIGHTS A. LIGHTING FIXTURES SHALL BE AIMED AT NIGHT IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. LIGHT SHALL BE DIRECTED TO THE OBJECT INTENDED TO BE ILLUMINATED FOR EVEN DISTRIBUTION Wffil MINIMUM STAAY LIGflT OR GLARE. PROVIDE CLARE SHIELDS OR BARN DOORS PS REQUIRED BY OWNER'S REPRESENTATIVE. 3.06 TESTING A. AUL NEW CIRCUITS SHALL BE TESTED FOR SHORT AND OPEN CIRCUIT TO GROUND WITH A METER: RESISfANCE TO GROUND SHAUL BE IN COMPLIANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. intaglio studio 949 892 8240 24605 >0111ci darn nvenue dan1111•Ji111 c~lifornio 92629 r--APPF?O VEO FOF? I /RR/GA T/Ot✓ A/VO ,0 LA./\/TIA/G O1\/L Y, /f\JCLUO!NG PRECISE LOCA TIO/\/ or-PLANTING AREA. "J-\ S B U IL T" RCE ___ _ DA.TE ·---~--"~--.. ··-~-",~""'"--.. --------~~--~ .. ~-•-·~ REVIEWED BY: D. FAULTY AND DEFECTIVE WELDING: CHIP OUT ANO REPLACE ALL WELDING SHOWING CRACKS, SLAG NOTE· APPROVED FOR Pl.ANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION Of Pl.ANTING AREA, L-4.1 l'ISPEC:TOR DA.l.E INCLUSION, LACK OF FUSION, BAO UNDERCLIT OR OTHER DEFECTS Af3CERTNNEO SY VISUAL OR OTHER • ,. _ c, MEANS OF INSPECTION. REPLACE AND RE-WELD AT NO COST TO OWNER. -···•--·•····•·•· .......... •••°'·--···-•····•·••-·-•··--·•• .. -•.-· ..... ,., .. ,-.......... , .... ,----·-"----·-·---... ·---·•··" .... -...,..-·•·····•-....... ,, ... _........... ··-·,··---·· .. --... __ .,,, ........ _,, __ ... ......._.~-.. E. FIELD WELDING: 1------t---i-Ll\ w rJ•rrr·y OF7 CAR,r,s·BAD I~ 1. PROCEDURE: COMPLY WITH AWS CODE OF MANUAL SHIELDED METAL-ARC WELDING, \ . , _ APPEARANCE AND QUALITY OF WELDS MADE, AND METHODS USED IN CORRliCTING WELDING PLANMING DIVISION 14 WORK. 2. ~~~+r\~og~ 1;1;.'IfJ'r°TM~iLADJACENT SURFACES FROM .. ~~-G-E ::_T_O -WE~~=s_., __ ·-LANDSHO EHt~~{su1 CK:CAD ILLA C 10 1---1---t----------------+---t---t-----i-----1 5334 PASEO DEL NORTE ~ /~4Ar CARLSBAD, CALIFORNIA 92008 /. ':1/.:"~LL \,V i'::: !,Ii! ' '<. ;1-\\ A / ~~ \ ff/ l?ll J,,l f 'A ' PPROI ED: /4, ✓ I. ,...1-(.. f5,,, l-'6"-/,"-30c.,/7 1_4l-W_B~H_I_3_R_D_C_IT_Y_P_LA_N_C_H_E_CK_C_O_M_M...,EN-:Tc::S _____ -t---+----t------i------i Iv. '--"}-~_\~\_ 'T·-.,'1 .I'¾ \,:'-,_,;;:1; f/ 6/10/14 WBH 2nd CITY PLAN CHECK COMMENTS PI.ANl,IING 'I ~ &,.~, * i=/~/c,.:..+:,-:::.:..--1-=.:;;::.....:=y--'--'~--=-::H=-'-'--=-=~.,~E~N=Ts=-------t-----l!----+---t----i ~;';=~~=;;:;;;;::=;-;====:~:::::::::::=::::==:;;====~ ,M ,-1s-1< ,'<' ,_5,~2:.::8!::::'-14-+cW77Bi,;;Hc;-;-+1'--'S;,.;T_.;;_Cc.clT__;__;P..;;LAc.ccN--"--C"-E;;;,;C:.cK'-----"C""'O.;;,;M.;;,;m _______ ---t--::-=-l-::-c=---t--::-=-t-;;-;:=-I rDWcl BY: _.'//BIL__ PRO,IECT 1·'0. '(.;;J, ""'• ./...,~"!;-' ,-DATE IN'TIAI. DATE INlllAL DATE INITl.,\L JBH ' DRAWING NO. ·---.. ··-·-·----~~;~~:~~:J!?lc:9j_~o_"1§ ·-DE:'.:~:: .... o_F_· WORKh----·-R-E_v_1_s_1 o_r_,1.-~:s_c:1~._r_1_o_r,._1 --.. ··--... ··0-TH.~~-::~_R_o~~=··-· ...•• .'.:TY_:~:_"_o~~: ..... ·····-~~~~-;i:_-_~~H-__ -~·-·::: ... =-===:='=D='=l =Lt=,-=(=)-=:= ....... __ 11_.,_s_.?_ .... _-_2_L __ IRRIGATION SYSTEM SECTION 02810 PART 1 -GENERAL 1.0 SUMMARY A. This ,;H;iction covers the furnishings of all materials and performing oil operations to provide o complete operable !ondsoape irrigation system as shown on the drawings Including the following; 1. Trenching, stockp!l!ng excavated rnolerlots and refilling trenches-, 2. lrr!gotlon 5ystem -components including but not lfmlted to: plplng, backfl:ow prev~ntion devices ond enclosures, volves, fittings, rotors, spray heads, controllers, wiring and final odj.Jstments os determined by the architect to insure efficient ond unifonn d!alrlbutlon. 3. Plpe connections to pump stations, woter meters and bockflow prevention devices. 4. Testing ond Inspection of lfflgatlon system. 5. Cleon-up and molntenonce 8. The conditlons of the Contract and Olvls!on 1 opp!y to thfs: section oa fully os 1f repeated herein, 2.0 GENERAL REQUIREMENTS A, Code Requirement$ shall b~ those of Stale und Munlcipa! Codes ond Regutot!ons locoHy governing this work, provfdlng that ony requirements of the Drawings ond Specifications, not confilcUng therewith but exceeding the Code Requirements shall govern, unless written permission to the contrary Is granted by the Architect. B, Conform to the requirements of the reference information li'Sled below except where more stringent requirements ore shown or sp-eclfled In the most current set of construe-Hon documents: 1. Am1;:rlcon Society for Testing Matertol (ASTht), for test methods speciflcoHy referenced in thhl s~cUon. 2. Underwriter's Loborotor1es (UL), for UL wires ond cobras. C. Work Involving substantral plumbing for Installation of copper piping, backflow prevention devices and other reki.tcd work shell be f!Xecuted by o licensed and bonded plumbing contract.or. Any necessary permits shall be obtained prior to beginning work. 0. Specffied depths of pr,;issuro supply lines, lotero!s end pitch of pipes as stated In this section ore minimums. Settlement of trenches lower than grades-specified on the finol gro-ding plans ls couso for remove! of finish grade. treatment, refilling trenches, recompacting and repairing of finish grade treatment. E. Follow current printed manufacturer's specHicotions and drowings for items or fnformation not specffted or grophlcofly indlcoted in the most current set of construction drowlngs. F. Scaled dlmenslons ore approximate and at times Ii fa not posa!ble to indicate offsets, fittings ond other related equfpment grophically on the construction drawings. Contractor shall be responslble for minor changes coused by actual site conditions. Before proceeding with any work, the Contractor shoH corefully check ond verify o!I dfmensfons of re!oted orchitec:turol elements, utllltles and landscaping ond furnish and install requlred fittings. G, Oo not install the Irrigation system us shown on the constructl-on drawings when fl rs obvious that actual fle!d cond!Uon~ such as physkol obstructions, grading discreponcfes ond field d!mensiona vary from those recorded on the constructkm drowings. lmmedlotely bring ony such dlscreponcfes to the attention of the urchitect prior lo proceeding wtth work. If immediate nottficotlon Is not given and such d!screponcil';la exist, tho contractor shall assume full responsfblllty for necessary revisions, us determined by the architect. · 3.0 EXISTING FIELD CONDITIONS A. Preserve ond protect oll exfstfng trees, plants, monuments, structures, hordseope and orehltecturol elements from damage due to work In thts e:ectlon. In the event thot domage does occur to lnonfmote object and sttuetures, the contractor will repolr or replace such damoge to tho sotlsfoctron of the owner or owner's representoUve. Domage or injury lo living plant moterlol will be replaced by the contractor ot the contractors expense. 8. Trenching or other work required rn this secl!on under the limb spread of existing trees sh<lll be done by hond or by other methods so as to prevent damage or horm to limbs, brooches ond roots. G. Trenching in areas where root diameter exceeds 2 Inches shall be done by hand. Exposed roots of this siz.a sh<Jl! be heavHy wrapped with moistened burlap to avofd scarring or excessive drying. ·where o trenching machine Ts operoted In proximity to roots thot are less then 2 inches, the wall of the trench shall be hand trimmed , making c!eon cuts through roots, D. Trenches adjacent to or under existing trees shoU be closed within 24 hours , and when this Is not possible, the side of trench c-1ose$t to the tree or trees affected shall be covered with moistened burtap. E. Protect, maintaTn and coordinate work with other contract$, epecmcotion$, trodes, ond utilities. Extreme care shall be exercised In excovallng and work.Ing tn the oreo due to existing ut!lltles. Contractor shall be responsible for domages caused by thelr operations, In the event that damage does occur, the costs of such repairs shall be pald by the contractor unless olher arrangements hove beon mode with the owner. F. Use cqutlon where trenches ond piping cross existing roddways, sidewalks, hordscape, paths or curbs. ln the event that damoge <loes occur, the c.o.ntroctor wl!l repo[r :such domoge ot the contractor's expense. 4.0 REQUIRED DOCUMENTS A. Submittol!:I 1. Submit (6) six sets of oil lrrlgotkm equipment to be used, monufoctorer's brochure$, ser,ice monuols, guarantees, and oper0Un9 lnstruct!ons for approval to the architect prior to beginning work. Submitto!s should be In a bound form complete with table of contents, The contractor sho!I not proceed with work In the field until this submltlol Is approved in its entirety by the architect. B. Service Manuals 1. The Contractor shall furnish (4) four service manuals to the owner prior to scheduling a WQlk through for substantial completion. Manuals shall be submitte<l in a bound form complete with a table of contents, copy of contractor's warranty, ond wor'r:monshlp form on company letterhead ond shall contain complete enlarged drawings of oU equipment lnstoUed ahowfng component warranties and cotolog numbers together with the monufacturer's name and address. Monuols shell fndude operotlon instructions. Monuols shall be subject to opproVQI by the owner or owner's representative as to completeness. 2. The service monuol wi!I be incorporoted into the mo1nt.enance monU(JI prepared by the architect. C. Record Drow!n1;1s/Asbuilts 1. Prior to beginning work !n the fle!d the contractor shall secure a complete set of !rrlgotkm plans, details, ond specificottons on <llozo my{ors ot the orlglnol sccle. The contractor shall be responsible for making a -set of b!ueline prints for every week on the project At th-e end of -each working d<ly, the contractor shall record ell work occompltshed for that day on the set of bluellne prints tn red tnk. These record drowtngs shall be brought ) up to dote at the end of -each work week by a qualified draftsperson. The drawings should Indicate the following: c, 2. Any zoning changes. 3. Dimension from two permanent points of reference (bulld!ng comers, fixed ht:irdscape corners, rood intersection5, permanent existing ut!Hties) the location of the foHow!ng items: (1) Woter meters (2) Pump stations (3l Connection to existing water !Ines (4 Routing of pre$surc supply lines at every 100' a!ong routing (5) Bock flow Prevention Device (6l Flow Sensors (7 Moster Valves (8 Isolation Sall Valves (9) Qufck Coupling Valves (10) Electric Control Yolves (11) Check Valves (12) Controllers (1J) Control wlre routing ( tf routed separately from pressure supply llne) (14) Other equipment os directed by foe orchitect. l\TITLE SHEETS\CLSB-1P.DWG REVtSED: 5;15/.t.012 4. Prior to scheduling o walk through for substontkil completion, provide o record set of field as-built drawings as described obove lo the architect for review. After review, the orchttect will return the os-bul!l set to the field foreman requesting further information or will no-Hfy tho owner that the record set of field oa-buHt drawings are complete. After opprovol from the owner, a wolk through for substantial campletion may be scheduled. 5. The contractor is responsible for detivering the final set of os-bullt drawings: to the owner or owner's representative prior to initk1Ung the maintenance period, o. Controller Chorta L Provide two sets of controller drawlngs for each controller unit [nstallod on the project. Toe controller drQwtnga-shall be o reduction of the oreo covered by that controller unlt end shall be at the maximum allowable scale that wm flt Inside the controller door without folding the drawing. 2. After fln<JI approvo! from the architect, each controller drawtr19 shall be hermetically sealed between two (2) pteces of minfmum 20 mils thlck plcstlc. E. The contractor wifl permanently fix (1) one controller drowlng to the Inside of each controller un!l and blnd one complete set of controller drawings ln a loose leof binder and submit to ownar or owner's representative prior lo scheduling a fino! walk through, 5.0 MAINTENANCE A The maintenance period for irr!gotlon sho!I begin ofter a certificate of completion is provided by the architect to the owner. ' 8. The Contractor sholl warrant materials aga!m1t defects and guarantee workmonshtp for the period specified under the rnointenonce agreement The Contractor shall be responsibte for coordinoUng warranty items with monufacturer/d!str!butor ond owner. C. Si::ttl~ment of trenches which moy occur during the maintenance period wtll be repoired by the contractor at no expense to the owner. D. Repairs requlred due to vandalism before the end of the moinhmonce period wl!l be performed ot the controctor's expense. E. Prior to a reteose of reaponsibi!ity at the end of the maintenance perh:.d, the contractor eholl schedule o walk through with the owner or owner's representotl\le and disclose and provide the following: 1. Current watering schedok1 requirements, 2. Two (2) sets of the required tools for removing, disassembling and adjusting each type of rotor or sprinkler heod, and electrfc control vo!V{3 used on the project. 3. Two (2) keys for each controller un!t. 4. Four (4) qutd< coupler ke.)'$ and mqtchlng swivels for e<Jch twe of quick coupler used on the project. 6.0 EXTRA STOCK A. Provide the owner with the following items at the end of the molntenonce period: 1. Five (5) rotor he(jds with nozzles of each twe used, for every 100 rotors lnatolled on the pro}ect. PART 2 -PROOUCTIJ 2.0 PIPING General Piping: A. P!pe e:rzes shown ore nominal inside dlometer unless otherwise noted. 1. Pipe shall be ldentlfied with the followlng Tndel!ble me1rklngs: a) Manufocturer's name. b) Nomfno! pipe size, cl S<:::hedu!e or -class. d Pres~ure rating. e) NSF (National Sonltatron FoundoUon) seal of approval. f) Dote of extrusion. B. Solvent. Weld Pressure Supply Line: 1, Solvent Wefd Pres;1ure Supply Une: (downstream of Bockflow prevention device) PVC Class 315BE (1" -2 1/2") 2. Manufactured from virgin polyvinyl chloride (PVC) compound tn accordance with ASTM D2241 ond ASTM 01784; cell c!osslficotlon 12454-6. Type 1, Grade 1. 3. flttings: Stondord weight , Schedule 40. Injection molded PVC, complying with ASTM 01784 and D2466, cell c-lassfficatlon 12454-8. B. Threads-Injection molded type (where required) and Ells-side goted 1. Threaded Nipples: 2, Joint Cement and and fittings. ASTM 02464, Schedule 80 wllh molded threads. Primer: Type as recommended by manufacturer of plp,o C. Non-Pressure Lines: 1. Non-Pressure Lines: (downstream of electric remote control valve) PVC C!a-as 200 or os noted, conforming to ASTM 01785-83. 2. Fittings: Stcmd<ird weight • Schedule 40, injection molded PVC, complying with ASTh1 D1784 cmd D2466, cell clos5[flcotton 12454-B. D. Threads-Injection molded type (where required) 1. Tees and Ells-side gated 2, Threaded Nipples: ASTM D2464, Schedu!o 80 with molded threads. E. Jo!nt Cement end Primer: Type 0$ recommended by manufacturer of pipe and fittings, o) Manufoctured of flexlble vln}i ch!orfde compound conforming lo, ASTM D2855M, D380 and D1599. b) Fittings: Type ond make os recommended by lubing manufacturer. F, S!J;Jeves ond Condolb 1, Al! sleeves for pressure supply line and non-pressure supply !ine shall be twlce the nominal size of the pipe wHhln, 2. Sleeves and Conduit malerl<ll: a) PVC SCH 40 far 1.,-2 1/2" pressure supply line. b) PVC SCH40 for 3" and forger pressure supply line. c) PVC SCH 40 for non-pressure Un.es. d) one 2" PVC SCH 40 for wire conduit for up to 20 wires. e) one 4"' PVC SCH 40 wire conduit for 21 to 40 wires. f) cme 3/4,; PVC SCH 40 wlre conduit for flow sen.sing cQb!e. g) one 3/4~ PVC SCH 40 wire conduit for master valve wlre. 3. Flow sensing coble ond master vo!ve w1res shall be ins:lotled fn lheir own conduit separate and apart from all other wires. G. Copper PTpe and Flttings: 1. Pressure supply line (from potnt af connection through Sackftow prevention device): Type K Copper hurd tempered, in accordance with ASTM 84284. 2. Fittings; Wrought copper, solder Jolnt type. 3, Joints: Solder sholJ be made up of 45 % sliver, 15 % copper, 16 % zfnc and 24% C(jdmium ond solid$ at 1125" F ond liquids ot 1145· F. H. Bross Pipe and FIUlngs: 1, Bross pipe shall be regular weight, 85 % red br1JsJJ, ANSI Schedule 40 screwed pipe. 2. Ffttrngs: Medlum brass, screwed at 125 pound diJSS, I. FLOW SENSORS 1. Flow Sensors: As specified on drawings. J. MASTER VAL YES 1. Moster Vo!ves: Griswold 2250 Solenoid/Pressure Reducfng/Surge Anticipation Valve, sli.ed IJS specified on drowings.(or approved equal) K. ISOLATION BALL VALVES 1. Isolation Boll Valves: As specified on drowlngs. a) Ball valves for J/4'" -2 1/2" Pipe: Bross construction; solid wedge, JSC thn:ods, non-rising stem with wheel operottng hondfe. b) Boll valves for 3" ond larger Pipe: Iron body, brass or bronze mounted AWWA gote valves with o deor waterway equal to full nominal d[amater of valve; rubber gosket or mechon/ca! joint-type only. Vofves shall be able to wllhst<Jnd a continuous working pressure of 150 psi and be equipped with a square operating nut. L. QUICK COUPUNG VALVES 1. Qutck Coupling Valves: Bross two piece body with locking rubber cop~ desfgned for working pressure of 150 psi; operable with quick coupler, M, AIR RElEASE VALVES 1. Afr Release Volves: Agricultural Products VBK-1 for pressure supply line. or opproved equo! N. ELECTRIC CONTROL VALVES 1. Electric Remote Control Vol·,es: As specified ◊n drawings. Q, ISOLATION BALL VAL YE, 1. Boll Valve: PVC blocked true union, as specified on drawings. P. CHECK VALVES 1. Swing Check Valves:K!ng Brothers KSC-XXX-S, PVC. Sllp x Slip check valves, oi:i specifted on drawfn9s. 2, Spring Check Volves:KTng Brothers KC-XXX-S, PVC, S!lp x Stip spring check valves, as speclfled on drawings. Q, VtJ..YE BOXES 1. Isolation Boll Valves, Flush Valve Assemblfes, flow Sensors, Grounding Rods, Communication Coble Splices, and Wire Splices: Corson #910-12. 2. Electrtc Control Valves, Drip Volve Assemblies, Moster Valves and Monuo! Droln Valves: Carson #1419-138. R. ROTORS 1. Fabrlcaled riser unils in occordonce with details, with riser nipples of so:me aize as riser opening in sprrnkler body. 2. Geor Driven Rotors: As specified on drawings. S. AUTOMATIC CONffiOLLER UNIT 1. Automatic Controtter unit as specified on drawings, T, ELECTRIC CONffiOL VAL'!£ 'MRE 1. Low Voltage: 2, AWG UF UL approved No-. 14 dtrect burlol copper wire for' alt control wires and No. 14 direct burfcl copper wire for all common wlres, 3. Wire Colors: u) Control Wire3-Red. b) Common Wires-White. c) Moster Volve Wires-Blue. d) Spare Wires-Green (labeled at termination) 4. 'Mre Sp!tce Conn\<lctors: Rolnblrd Pentrle Connectors or approved equ-ol. U. High Voltoge, 1. Type requtred by loco! cedes and ordinances, of proper s!ze to accommodate needs of equipment serviced, V. SANO BEDDING 1. Sand bedding shall be construction grade. P/>JTT 3 -EXECUTION 3.0 PREPARATION A. Examine field condlttons prior to beginning work described rn this section. Grading operations shall be completed and appro•,ed prior to beg!nntng work. B. VerJfy oJI sleeve locotions prlor to beginnlng work in thla section. Flog o!I ex!sllng steeves and conduits fnstol!ed by other trades. Report o:ny conflicts and discrepancies to the orchltect fmmedlotely. C. lrrtgaUon system shall be constructed to the sizes and grades at the locotlons shown on the drawings. D. Install sleeves, lo fJCcommodote pipes ond wires, under paving, hordscope areas, sldewalks, and paths pr!w to asphalt and concrete <Jperations. Compact bock ml around sleeves to 95 % Modit!ed Proctor Oenaity within 2 % of optlmum moisture content In accordance with ASTh1 01557. E. EXCAVATION AND BACK FILL OF ffiENCHES 4.0 Trench excavot!on sholl os much as possible follow the !oyout shown on the drawings. Trenches shall be straight In alignment ond support pipe continuously on bottom of trench. Remove rocks and debrfs greater than 1" !n diameter. Over excavate as requfred for bedding motertal. A. Depth of Trench (in landscape areas): 1. Pressure Supply Line: 18'" from top of pipe to finfsh grade, 2. Control Wirlng; dfrectly at slde ond bottom of pressure supply line. B. Depth of Trench (under asphalt pov1ng or conorele): 1. Pressure Supply Line: 24" from top of plpe to aggregate baaa. 2. Non-Pressure Une: 24• from top of plpe to oggregoh~ bose. o) Pfping locoted Under ospholt paving or concrete shoH be fnstoHed with the <lpproprlote sized sleeve and bock tilt with $OOd bedding (6" below pipe ond 6" obovo pipe). b) Compact bock fill material In 6" lifts ot 90 % maximum density determined !n occordonce wfth ASTid 01557 using monual or mechon!cal tamping device. J. Set fn place, cap, and pressure test piptng rn the presence of the owner or owner's representative prior to bock fill. C. Width of Trench: 1. Pipe Greater than 3": 1-4" minimum. 2. Pipe Less than 3": 7'" minimum, D. Wldth between Trenches: 1. lrr!gQlion Trench to frrtgation Trench: 6,. minimum. 2. Irrigation Trench and other Trade Trenches: 12" m!n!rnum. E. Boring: Boring will only be permitted whera pfpe muat poss under on obstruction that connot be ovolded or removed. 81Jck rm sholl motch surrounding soH denslty ond graln. Boring under exTsting paving, sidewalks, or hard-scope may be permitted ct contractor's own risk. Contractor Is responsible- for any repolni or damage to such !terns at their own expense. F. Bock fill: Bock fi!l of trenches may not be done until a!! required testing for the irrigotlon ayatem hos been completed. G. Material: E;..:cuvated material is generally considered to be odequote for bock fill operations. Before b<Jginnlng the back fill operation, Insure thot b\Jck fill molerlol is free from debris and rocks greater than 1" in diameter, and is not mixed with topsoil. Those materkils ofter separated from bock fill. :1hoU be legolty dispos1;id of ot contractor's expense. H. Bedding: Bed pressure supply line with construction grade sond 6" above and 6" below pipe. Remaining bock mi moy be os described obove. 1. Bed all electrical control wire ond i::ommunicot1on cable wire, trenched seporate from pressure supply line, with construction grade sand 6'" abo•,a and 6" below wires. 2, When bock fill, slightly mound fll!ed trenches for settlement j'jfter bock fill ls compacted. Compact bock fill to a 90 % maximum density fn accordance with ASTM D1557 with a mechonlcal tamper. Do not leave trenches opirn for a period greater thon 48 hours. Open trenches shall be protected in accordance with current OSHA regulations. 3. Smooth trenches to ftnish grade prior to requesting o walk through for substontlal completion with the architect. 5.0 POINT OF CONNECTION(S) A. Point of connection shall be opprox!rnotely as shown on drawings. Connect new underground piplng and valves and provide all flanges, adapters, or other necessary fittings. 8. INSTALLATION OF SOLVENT WELD POLYVINYL CHLORIDE PIPE (PVC) 1. Polyvin:,J chlorlde pipe shalt be cut with on approved PVC pipe cutter designed only for that purpose. 2. All pfostic-to-plasttc solvent weld joints shall use only the solvent recommended by the pipe monufocturer. Do not ln$tall solvent weld pipe when temperoture is below 40' F. 3. Plpe ends ond fittings sholl be wiped wilh MEK, or approved equal, before welding solvent ls applied. Welded jtJints 1;:iholl be given a minimum of 15 minutes to set before moving or handling. 4. Pipe shdll be snaked from side-to-side on trench bottom to allow for expansion and controctlons. 5, Al! changes of direction over 15 degrees shall be mode with appropriate fittings. 6. When ptpe laying 16 not In progress ot the end of each working day, close pipe ends wlth tfght plug or cop. 7. lnsto!I pressure aupply Hne locotlng tope olong the entire length of pressure supply llne. 8. Coor"dinota pressure supply line with .sand bedding-operottons. 9, No woter shall be permitted In the pJpe untll inspections hove been completed and o period of at least 24 hours hos elapsed for solvent weld setting ond curing. 10. Center food pipe wHh 5mOll amount of bock fl!I to prevent arching ond slipplng under pressure. Leave Joints exposed for inspection during testing. C. INSTALLATION OF COPPER PIPE l. Copper piping shall be cut by o power hocksow, a circular cuttrng mochtne using on abrasive wheel, or by means of a hand hacksaw. No piping shall be cut with o metalllc wheel cutler of any description. All p1pe shall be rnomed ond rough edges or burrn removed so thot o smooth ond unobstructed flow ls obtained. 2. Eccentrtc reduc1ng fittings shall be used where any change in pipe size occurs, Bushings shalt not be used unless specifically authorized by the architect. 3. Apply emery cloth to all pipe ends ond wfpe with cleon doth prior to solder wetding pipe end to fitting. Apply an even !ayer of flux along area to be soldered and apply solder uniformly around jolnt ond let coo!. After cooling l!ght!y opply emery cloth along soldered area until smooth. 4. AH exposed piping under structural slobs shall be stenciled with "!rrlgotron Moin" or "[rrlgotion Lateral" as required, al ten foot (10') intervals In black lettering, 3/4" m!nimum hrgh. D. INSTALLATION OF BRASS PIPE 1. Bross piping shall be c-ut by o power hacksaw, a cfrcu!or cutting machine uaing on abrosive wheel, or by meons of u hr.ind hacksaw, All pipe shall be reamed and rough edges or burrs removed so that o smooth and unobstructed flow Is obtolned. 2, Eccentric reduclng fittings shall be lJ'.:led where any change In pipe size occurs. Bushtngs shall not be uaed unless speclfl-col!y authorte:ed by the architect. 3. Jotnt compound sho!l be ~orefu!ly and smoothly placed on the mole thre<id only. All screwed joint,; must be tightened with tongs or wrenches. Caulf<!ng of i:1ny kind wl!! not .be permitted. 4, AH exposed ptplng under struoturol 1;;lob~ sholl be stimctted with nlfrigoUon Mciin" or "frrlgotron Lateral" cs required, ot ten foot (10') rntervols In black lettering, 3/4" mlntmum high. E. FLOVI SENSORS 1. Install flow sensors as speclfled on drowlngs. 2, Install flow sensing coble in a separate conduit ond connect to terminal strip ot controller. F. MASTER VALVES 1. Install mosler val'ieS os specified on drawings. 2. Install master vofve wire 1n a separate conduit and connect to terminal strfp at controller. G. !SOLA TJON BALL VALVES 1. Install isolation ball 'iolves in separate valve boxes as specified on the drawings. H. QUICK COUPUNG VALVES L Jnsta\l quick coupHng yqlves In separate vo!ve box os speclfled on the detail drowlngs. 2. Angled nipple relative to pressure supply !lne ahoH be no gret1ter than 45• and no less than 10•, I. AIR RELEASE I/ALVES 1. Install air release valves ln $eporote volve boxes O'S specified on the drow!ngs. J. ELECTRIC CONTROL VAL YES 1, Install each electric control valve in a seporote-valve box so lhot oros~ hund!e ls 3" mln. below valve box cover as specified on the detall drawings. 2. Group electric control valves together aa specified on the drawings allowing a moxlmum of 12 "' between each valve box. lnstatl volve boxes ln the some direction and parallel with one another and perpendtcu!ar to poving, hordscope, sidewalks and paths, K. CHECK VALVES 1. lnstoll check valves os specified on Q!:\!l§CAA~ L. VAL YE BOXES 1. !ns:taH vo!ve boxes wfth each twe of lrrfgatlon equipment so that top of valve box ls above finish 9Mde as Speclfied on the detal! drawings. Valve box extensions are not acceptoble except for master volves ond rnonucl droln valves, 2. Place grovel sump below and around each valve box prior lo installing vo!ve box as $pe¢lfied on the drowtngs, Place remaining portton of grovel fnsfde valve box allowing fulf access In ond around all fittings. V<1lve box shall be fully supported by gravel sump. No brick or wood supports ore allowed. 3. Brend valve box Hd of associated equipment as: follows; o) Electrlc control valve box lid with "'Controller Letter and Station Number" b) Drip valve QSsembly box lid with "Controlfer Letter on.d Stotlon Number" c) Flush valve assembly box lid with .5ControHer Letter and Station Number" and the letters "F. V."' d) Quick coupling valve box !!d with the letters nqc" e) \solution boll valve box !id with the letters "BV' f) Afr relief valve box lid with the letters .. AR'" g) Wlre Splice box l[d with the letters "WS" h) Grounding rod vcilve box !ld with the. letters "GR~ (1) Letter and number size of brand shot! be no less than 1" and no greater then 1 1/2" fn height end shall be 1/8" maximum ln depth, Provide -somple branding to the owner or owner's representative prior to commencement of work. (2) Wolk through for substantial completion wm not be allowed unUJ ol! bn;mdlng (s complete. M. SPRAY HEADS ANO ROTORS 1. !nstoil spray heads and rotors as specmed on drawings allowing minimum dis:lance between povlng, hardscape, s!dewalks, and paths. 2. Sproy heads and rotorn sho!I not exceed the maxTmum head and row spacing specified on lhe drawings or staked In the fleld by the architect. !n no cose moy spray heads or rotors be fnslalled at a distance between head!3 thot exceeds the monufocturer's reoommended distance. 3. Angled ofpple$ on swing joints below $pray heod.s ond rotors shell not exceed 45" n.or be less than 10·. 4, After fnsta!lotfon adjust nozzle e1Ze$, ores ond rad[us of throw to a!!ow head to heod uniform dlstribuUon. Adjust all spray heads ond rot<>rs to correct he[ght obove sod os detulted. No overspr-ay will be ollowed on buildings, paving, hordscope, sidewalks, ond paths. 5. Adj.1st adJtJcent pltint rnoter!al so that It does not Interfere with uniform distribution of eoch spray head or rotor. 6. Architect may request nazzio changes ond/or odj.,lstments without oddttionol coat to the owner. N. AUTOMATIC CONTROLLER UNIT 1. Verify electrical power at locat!on of outomotic controller unlt prior to instal!aUon of tiulomotlc controller unit. Notify orch!tect Immediately if power source ts not available. 2. Hardwire controller lo the on/off switch and e:-:isting power source. Controller shall not be plugged into socket provtded for other equlpment 3. lnstoll automatic: controller unit wher'e $hown on drawings per rnonufacturefs :specifications. Controller sholl be tested with complete electrical connections. The Contractor shall be responsible for temporary power to the Controller for op.arotfan and testing purposes. 4. Connect electric control vo!ve and drip volve os:;emb!y wiring to controller unit in the some numerical sequence os Indicated on the drawings. 5. Connect flow sensing and master valve wiring to controller unit. 6. Install o separate ground wtre for each i::ontrol!er unit as specified on the drawfngs, 7. Above ground conduit sh<1U be rigid ga!vonlzaed pipe with the opproprlote fittings. Below ground conduit sh<11! be PVC SCH 40 pipe wfth opproprlate fittings. 8, Label e.och automatic controller unit with the letter or number designated on the drawtnge, Letter or number shall be located In o visible location on the inside panel cover with 3'" high vfny! letters. 9. Each outomatrc controller unlt shol! be completely operob!e prior to scheduling o walk through for subslcntiat comp!elbn. 0. tLECTRICAL VIRE 1. Low Voltage Wiring: 2. Bury control wlr!ng In some trench as pre$SUre supply ll11e as specified. 3. Bundle oll 24 volt wires at 20' Intervals with e!e,ctrlcol k1pe. 4. Provide expansion loops ot ~v~ry pressurn supply line ung!e fitting, rns!de each elec.tric remote control valve box, drip valve assembly valve box, and ct 250' length intervals o!ong routing. Form expansion loop by wrapping wire o minlmum of 10 times around a 3/4" pipe and wlthdrnwing pipe. 5. Limit splicing of e!ectrical widng. Provide each splice made at Intervals or in electrrc control valve ond drip -.o!ve assembly volve boxea with Roinbfrd Petite connectors or approved equal. 6. Wtre splicea occurring at intervals outside electric control valve box: ond drip valve assemblies shall be lnstotled ln a seporote valve box, 7. Provide (1) one electrical control wtre for every eleotrlo remote control vo!ve and drfp valve assembly. Pfggy backing like zones on the some e!ectrlcol control wire is not ollowed. B. Install {2) two spare #14-1 electrlcal control wlr<:1s from the outomoUc controlter unit pedestal to the lost e!ectrtc control valve on each leg of pressure supply llne, Locate the spore wlrea !n their own votve box as spec!l1ed, In a-dd!Uon lo these spore w!res, check the drawings for ony cddltlcnal w!res thot may be required and !ocote them !n the some valve box as the spore wires. P. High Voltage Wiring: 1. !nstoll 120 volt power from power source to outomotic controller unit following local gov~rn!ng code$ ond ordinances. 949 892 8240 intaglio studio 1·16a5 ~outu (l@i 0·1ea11e dolltl pllini ca!H•Jfllfo 92&19 AF)f)RO\/[D FOR /RR/GA T/Ot~ A,NO PLA/\! T/1\JG Qf\JL Y, INCL/JD/NG PRECISE LC)CA T/CJN OF PLAA/T/f\JG AREA. )} ,A, s BUil T" f<CE __ _ EXP, ___ _ DATE REVIEWED BY: $l~l~ ~\ ~~ ~ ~-J ~ f-6--,--/3.,.0/--;c-14±Wcc8:-cH-+3::::R:-::D--::-C:=ITY,.,-,P::LA-:-:-:N-:cCH::::E::-:C::::K:-::C-::O:-:M:-:M::E::::NT::S:-------t----t---t---t---: APPROVED: \;l_ ,_,,,_,. ::t 1_.,6c/,.c10:::,/'c1'-4'tW"cBC-'H"----t=2":'nc::d_C::.:l::':TY-'---:Pc"LA':"-:-N-:C'-:H-':E'-:C":K'---c-CO::':Mc':Mc':E:c:N::T::::S ______ t-__ t-__ t-__ 't-_~, PLANNING *~ i-'.l',.":i' ; 5/28/14 WBH 1ST CITY PLAN CHECK COMMENTS ~D;:;,:;;N,;:;:N=B;:;;Y:==_J:;;1Jl;;;ill;;:=;-;:====P==R==o=J==E==c==r=~=1=0=. ==;-;:::D=r,=A=w=1~=,(=;=1,=io=. :1;-(' o';'cAlef:,'<-Ci!' DATE INITIAL REVISI01\' DESCRIPTIQI\I DATE IMITIAI. DATE INITIAL CR~✓l);,DD BBt -~:1---c;o 14-01 482-2L Expirotian. Dote:U,30/_15 OESIGMER OF WORK ' ' on,rn APPROVAL CITY APPROVAL 1' ': -'UL-' - PLANTING SPECIFICATIONS PART 1 DENERAL 1.01 Scope of Work: Controctor shall proYide oll moterlols, labor and equ!pm~nt lncldentol to and necessary for ,;::ornp!et!ng oil work, aa fr1d!coted on the drawings, as reasonably Jmplfod, or as deHneated fn lha Specifkotlcm1 as follows. 1.02 Stondards: AU work ond molerlals shall comply with governing codes, sofoty orders, stondord,, ood regulotlons, and meet the mlnlmum r~qufremeots of the Stoodord Spec1ffcotfons For Pub!!c WorkB Construclkin (Green Book) lotest editton. 1.03 Quo!lty Assurance: A. All Cantroctor;1: performing Sfte De11e!opment work, must be llcensad In accordance wrth the fows of the Stats of Califcmlo. B. Contructor shall provide the Londscope Architect and the Owner wlth a 11st of Subcontractors a11d Moteriol Suppliers expected to ba employed durfng the ,course of construction. C. Contractor shall obtoln and keep !n force Publtr.:: Uoblllty Md Property Damage lnsurnn<:e, during enUre course of the Construction Contmct. The <1mount of fns:urance shall be determined by Owner, 0, Prior to start of sfle development work, the Contractor sholl notify the L<mdscope Architect <md Owner to give starting an<l compfe!fon dates. Contractor shali also supply the Londscope Architect and Owner wnh the nome ond telephone number of the person fn chorge of the work. 1.04 Responsibi!itiee end Coordination: A. Permits; The Contractor shall r.btoin ond pay for all permits ond fnspectrons requfred by governing outhormes for the work to be performed. B. Existing Conditions: The Cent.rector shall verify oil condltfona and dfmens!ons shown on the plans ot the site prior to commencement of any work under thts contract, The Contractor shaU verify the loeatlon and depth of oll underground utnmes prior to stort of work. C. Temporary Uti11Uea: The Contrnclor $hall opply for and poy all cost Incurred for oll temporary ut1Hties sueh os woter, electrical power ond gcis as required by h!m for the construction of the project. Temporary ser.ices shall be coordinated with lhe Owner and other contractora on the job site. 0. Survey, Reference Points, and £levatfons: The Contractor rs responsible for ostobllshfng al! survey.,, reference points and ele'loltons required by him, and shown on plans for proper executlon of site construction. E. Traffic: Iha Contractor fs responsible for oil temporary traffic barriers and detours required by hlm for the construction of the project All temporary traffic borders und detours shall conform to otl condlt!ons requfred by the City or governing outhoritles. 1.05 Oefectl'ie ond Unauthorized Work All work which ls determined by Inspection to be defective in ib construction or deficient in ony of the requirements of the p!ons ond specifiootiona, shall be remod!ed or removed, om:i replaced by the Contractor at his own expemio !n a manner <lcce-ptoble to the Londscopa Architect ond Owner. 1.06 Inspections:: The Contractor 5ha!! arrnnge for tnspectlons by notifying the Londacope Architect, Owner, City aod govemin9 outhcdties, 24 hours prlor -t.n Ume of (nspection, unless otht:raise nol1:1d. Inspections shall be as Hs!ed below, but not nece,rnorl!_y in this order. Only the lnspectfon pertolnlng to foe proJect scope of work wm apply. Rough Grading, Drain Lines ond Cotch Basfns. lrrigottons (main line pressure, coverage & system operotlans le,t). Soll Preporotion -and Finish Grading, Plant Mater!al (deltvery, Inspection &. plocement). Substantial Completron Inspection (at completion of loodscope improvements) -7 Days. Flnol Inspection (ofter malntenonce period) -7 days. The contractor sholl arrange a Preconatructlon job conference with the Landscape Architect and Owner o minimum of seven (7) days prior to the beglnntng wark. 1.07 Gu.oronUes: A. Plant Moterlals: All trees, shrubs, ground cover; bedding plants and lawn shall be guaranteed from date of flnaf acceptance af londscop-e construction for periods os follows: Trees 24" box & larger = 1 year Trees 15 gal. & smaller = 1 year Shrubs All sizes "" 1 yeor Ground Cover = 120 doys Bedding Plant = 120 dci~ Lown (sod) = 120 days Lown (aeed) = 120 doya from first mowing G1.1aronlees begin after the project occeptcnce by Owner and at the end of tho 180-day malntananc.e period. L1:mdscope Contractor shall replace and plant all molerlaf!l whtch have <lied within the time span ~toted obove, at no cost ond within 5 d<Jys from receiving written notice f-rom the Londscr.lpe Architect or owner, If dead mater!Gl Is not replaced ond planted wlthln the 5 day period, City moy replace dead moterlol w!th new material ond charge the Londsc<ipe Contractor for all expenses incurred. B. Construction Materials: The contractor shall guarantee cill workmanship cmd materials for ull sile dev~lopment, for a period of one year from dale of final accoplonce of proJect. 1.0B Material and Labor Releases: Upon completion of tha work, the Contractor eha!I present to tha Owner, slgned coples of oil labor ond materials releases for all work performed under Site Oe'Jelapmenl. 1.09 Disposal and Cleon-up: Remove oil waste matertal:!1 (including -ex.cavoh:d material closs!fied os unacceptoble soil matedal), lrmsh ond debris generoted or encountered during the cou~e of lond!!Cope construction, ond !egaHy dl.spos:e ot It. During the course of the work, remove surplus moterkils from the slte ond leo•te premlsas In c neat ond dean condition. Cleon up ~rnd remo'le oil rernaln!ng debris and surplus moterlo!s upon ccmplet!on of won<. leaving the premises neot ond clean. The site shall b-e deemed upon the req•Jest of the inepector. PART 2 EXECUTION 2.01 Protection: Keep oil p!ont m(Jtertal delivered to site fn o healthy condition for plantJng. Plants sholl not be o!lowed to dry out Bare root stock shall be sepor<Jted and heeled-ln, {n most eorth ot othet sultab!e mCJterta! unUJ plontlng. Balled ond burlapped plants sholl hav~ root boll covered with molst sowdust. wood chtps or other f;!UitqO!e rnoteriol U!lUI planting. 2.02 lnstollat!an: Detailed layout of plants within the planting areas shalt be performed by Contractor and: approved by the Landscope Architect prior to pk:mUng. , Soll excuvoted from planttng flolea shol! bo amended to bockfil! around treea and shrubs w~!ng th~ following rnlxture: Native, On-Site Soll with rock no greater than 3~ fn dforneter Oro Power Plus, 5-3-1 @ 15 lbs/cy Iron Sulfate @ 2 lbs/cy (To be used for b!dding purposes only, verily with Agronomic So11s Test.) After bockfilllng, construct o 3" earthen bf;lrm to form watering basin around eoch plant. to <J!!ow thorough water-In cmd establishment. Prior to instollotion of turf and ground caver, romovo water bosfna from around trntJa and 8hruba, Berms In turf ornaa to be removed prior to final acceptance. S TITLE SHEETS CLSB-JP.DWG REV1SE : 5 2012 PART 3 SO!L PREPARATION ANO flNISH GRADING 3.01 Scope of Wark: A. Provide otl materials and equlpment~ and perform alt work necasscrj for end lncJdentol lo the sci! preparation and finish gro1;Hn9 of oil p!onUng and lawn oreos as shown on plons, os raq:ionqbly Implied, or os deHoeoted fn lhe speclficotlons. 8, Furnlshfng, p!ocement and grading, of t<ipsol! fat bockfl!l!ng of planters ff required. C. Cleanlr1g and finish grodiog of planters !lreos and p!antfng areas. 3.02 Topsoil: A. Extsting an-site soil-a Hste:d os 'acceptable' under 'Site Grading' ep~cificotian. B. Topsoil lmported to ~lte for ua:e oa fill, bcckfill in planter-a ond mounding, shall be sandy textured. Silt plua clay contimt of this sotl shall be no gr1;;1<:Jter thon 15% by welght. Tha boron content of this soll shall be no greater thon 1 port per mi!Hon as measured on the eoturotion extract. The sodium obsorpUon ratio (SAR) shall not exceed: J.0 mi!lfmohos per c:enUmeler (It 25 C. In order to enaure conform,mce, -samples of the Imported sou $ho!1 be submitted to an ogronom!c sons testtng lobor.otory, opproved by the project Lande:cope Architect for anolysls. prior to U$e. Result of testing to be del!Yered to Landscope Architect for Gpprovo!. Sall test to Include anal_ys!s ood rec.ommendotrone. J.03 Soil Amendments: All soil omendmenb shall be o:, spec1fied !o the Agronomlc- Suitabillty/Fertility so!la report furnished by the Contractor 3.04 Soll Preporotfon: AU work on trrlgot!on system shill! be complete ond Inspected for recommer1ded opprovol and, fine grading completed, prtor to rototl!Hng ond prior to soU amendment work. After rough grades hove been estab/fshed, prepare ell lawn and planting area;, by tillrng or cross ripping to o depth of 12•, All rock and debris more than 2." in diameter shall be removed from tho site, .except ror oraos that ore to be sodded, In whfc:h oil rock and debris more thon 1" In diameter .shofl be rnmoYed. Apply , spreod, and rototiJ [n all soil amendments as recommended by comprehimeive soils report here-on, to o depth of 6'". Water oreo thoroughly ofter rototrH!.ng Is complete. lncorporote evenly Jnto the top 4• to 6" or o:s spec!fle<l by solls report here-on. 3.05 Finish Gradtng: After rototllling operations ore complete, gro<le areas to estobHsh finlsh (.lr'crdes for planting. AU flow lines sho!l be main-tolned and proper tolerancea shall be met after settlement at the end of the project mclntenonce period. Finish grading shall leave surfooa of lha ground unlfarmly smooth end free of abrupt grode change. 3.06 Coordination: Weed ohotement work eholl be coordinated wHh lhe instol!oUon of the Irrigation system rotot!lllng end son omenQment work, and planting. (See Weed Abatement section). PART 4 -TREF"S AND SHRUBS 4.01 Scope of WorX: Provide all moterlal, equipment, and lobor necessary to lnstoll oll tree:; and shrubs as shown on plans, os reosonobly fmp!!ed ond oa delineotad In the speoiflcoUons, 4.02 Products A, Nom-end,,;i.ture, -Plant names Tn<llcated on the drawings conform the ~stundard Plant Nomes" astob!!shod by the Amarfcan Jolnt Committee on HortlctJlture. Except far nomes covered therein, the eslobliehed c1.1stom of the nun:1ery is followed. B. Cond!Uon -Plants shall be oymmetr/c,ol, t)'?!col for vortety ond species, sound, healthy, vlgorous. free from plant d!secise, insect pests, or thelr eggs, ond shall hove healthy, normal root systems. well-f!lllng their container, buy not to the p10fnt of being root bound. Plants shall not be pruned ct anytime, and In no cose !ihaU trees be topped. C. Trees and shrubs -shall be growing al a nrnognized nursery In accordance with good horticulture pr!;lctices and .sh,;i!I be of the a!ze on<l collper normally ossociq\ed with th~ container size specified on pion!!. Removal of oil tags, fabels, nursery etoke3 ond tlee fn,m afl plant material prohibited untll the opproval of Hrn L<mdscap-e Architect or Clty. D. All plont moterlo! deliv.:red tQ the $ihi showing elgne of damage or diseosa or ts insuffk:t,.mt lo size to CQrry o•Jt the Intent of the plantfng pton wm not accepted ond wm be rep!ac~d at Conlmctor s expense. E. Sizea of P!onta -Shall be as stoled an tho Pion. Cor1toiner stock (1-gallcn, 5-gol/on. ond 15-gallon) shall hove been grown in conta!nern for ot least one (1) )'l:!(lr, but not over two (2) years. F. Subatttutlona -Subsututrone for indicated plant moterta! will be permitted provkfod the tiub~titute mQteriol~ Qrl;l' oppro·,ed In odvcnce by the landscopt Architect, and ore rnade ot no oddltlooat cost to the City. Except for autho.rlz.ed vorlatlons, oil substitute ptont materlo:ls shoH conform to the re.qulrements of these ~pedfkationa. G, Plonts Not Approved -Plants not approved are to be removed from site immed!otely and replaced wtth suttable plants. The City reserves the right to reject entire Iota of pl<ints represented by defected :mmplos. H. Stake all tree-s, Cl$ per detoi!s immedtotely after pkmting ta prevent wtnd domoge, I. Plant trees that cire to be located In lown or grot1nd cover onms otter finish grades ore first estab!lshed end allow <Jt !i;iast 7 colandor days prior to lnsto!lotion of sold !owns or ground cover to pro'Jide for i:harough woterhg of trees. AH plantfng holes sholl be excavated as defined on appropriate detal!s. 4.03 Soil Amendments! Soil amendment" shall be as recommended in the Agronomic soils report 4.04 Trees St{.'Jkes: Tree stokes shall be lodge pol~ p!ne tree stakes. See tree stoking detoi! on plans for further lnformotlon. PART 5 GROllND covrR Nm BEDDING Pt ANIS 5.01 Scape of Wark; Provide all motertofs and equipment and perform CJII work necessary for and lncidertlal to inotalJlng oH ground cover ond bedding plants, as sho·Hn on plans, as reasonably fmp!led, or dellneoted rn the speclttcotfons, 5.02 Oeddlng Plants: Perennials and Annuols: Provide hoollhy container grown ptonts from Cl recognJ:wd nursery, and of the specfes ond variety shown on plans. 5.03 Orcund Cover: Ground Cover. Provide ground cover of the species shown on plans. Ground cover shall be estoblfshed and well rented rn flats or similor containers. 5.04 Mulch: Mulch: Shall be of campooled wood chip fiber, 5.05 Coardlt10Uon: A. Do not have: plonb delivered to the ,Pb site until site conditions ore ready for planting. If ph:mting la deh;;yed, J.:Mp plont roots moist and ploce rn a shelter(ld k1c0Uon protected from the sun, wind ond other domogfng e!amanta. B. Soll preparation and fine gro:dlng shoH be completed and trees end shrubs fnstolled prior to bedding plants and ground cowr plont!ng. 5.06 JnstoUot!on: Pkmt ground cover and bedding plants ln moist sol! ond apace as 1ndicated on ptons. Each plant sholl be planted wHn Its proportlonote amount of so!I so os to m!nlmlze root disturbance, Soil mo1::iture shall be au(;h that soll does not crumble when removing p!onts from container, Regrade planter areas ofter planting. to restore smooth finish grade ond to lnoura proper surfaco drainag6. A 4" layer of mulch materfo! shall ba spread over tha entire plont1r area ofter grade is estcbHsh1:1d. Watedng she!! begin immedlote!y ofter mulching. (Grading shall accommodate the mulch) 5.07 Protf!iction: Erect temporary fencing or barriers to protect plcmted oreas from damage prior to fino! occeptonce. PART 6 Y«EP ABATEMENT 6.01 Scope of Work; Provide oll moterlol, equipment, and lobar necessary to perform oil work fJS indtcated on plone, os reoaonob!y Implied, ond os de!lneqted fn the speclflci:.iUons. 6.02 Quollty Assurance; A. The App!lc1::1tor of au weed control moter!ols eholl be llcensed by tho Stote ot Col!fomlo os a Pest Control Operator end o Pest Control Advlsor In addition to any subcontractor Hcenses that ore required. B. AU moterlole end methods must conform to Federal, State, and Locol Regu!otlons. 6.03 Subm!ttalt Prior to the fnstalk1tion of ony weed control materials. Urn Lon<l::1cope Contractor i,ha!I submll to the Landscape Architect/Owner o list of the weed control mott1rlals ond quantities per ocrn Intended for use fn controlling the weed twas prevalent ond expected on the site. as supplfed by the Pest Centro! Advisor. Pest Control Advisor shall furnish the Londscope Controct,or cmd Landscape Architect and Crty data to deman;,trota the compqtih!lity of the weed control materials and methods with the Intended planting ood r;1eed Yorletie.s present. 6.04 Responsibility and Ccord!natlon: A. Landscape Con.tractor !s responf;!Jbla for lh¢ erecHon of all signs tJnd barriers required to prevent !ntruslon into the trnated areas and to notify the pub!!c. 8, No moterkll or methods shall offect the lcmdscope pk1~Ung or h'.,1Jroseed gennlnotlon. No m<1teriol or method shall remfor the }ob site umrnable for more than 10 daya from date of oppl!cat!on. 6,05 Non-Selective Herb!c:Jdes: Non-selecth'e contact herbklde ond/or non-e:etectlvl) oy:,lem!c herbfcldes (os recommended by the Pe$l Control Advlsor) 6.06 Sefectrva Herbicides:: Selective pre-emergent herbicides compatible with seed mixtures {as recommended by the Pest Control Advfsor) 6.07 Weed (rodicotion: If 1n the opinlon of the Pest Control Advfsor. perennlol 9ro1;1ses and weeda e;cfatlng in the plantfng oreaa wiH requfre control prior ta removal, spray thase oreos par Pest Control Advisor's reaommendatians. A. Pr1or to the lnstal/otlon of the irrigation aystern remove and c:leor oil weeds and deleter!ous moterlals from planting areos. Allow herbTclde to kfll oil weeda. Rake or hoe off all deod weeds to a depth of 1· -2" below the surface of the ooi!, Physlco!ly remove oil weeds from the site, PART 7 ! ANPSCAPE MAINTFNANCE 7.01 Scope of Work: Provide tJII moterfols, lobor ond equfpment necesaory tor. or lncldentol to, perform[ng all matntenonce requirements ,,ni reasonably 1mpHed or as delineated rn the speclffcatfons inc:Judlng, but not limited to the following: Mointofn oll plants ond planted oreas. Keep p!onted areas free of wee,da omJ debris. Prune trees ond shrubs. fertufzed oil plonts ond planted areas. Irrigation. lnsecttc!<le sprtijlin9. 7.02 Ft:irtlllzere: A. Cornmercfol fertllfzer'.3 with lln onaty.ils of 5-3-1-Gro--Power Plus. and 12-8-8 Gro-Power Controlled Release Nitrogen, 03 destgnqted herein, or approved substitute os rnqulre<l br the Agronomic soils report. Avol!ob!,;i from Gro P◊wer (909) J93- 3744. a. Ammonium Sulfote: Granular form contafnlng not less than 21% nitrogen ond 24% sulfur and shall be registered os on ogrfc:ultura! miner, with thfli Sle1ta Deportment of Agricu!turo ln cornpl!ance with Article 2 -... Fertllizer MQterfols, Section 1030 of the Agricu!turo! Code. 7.03 General: Molntenancu sho!! start immedlotely ofter landscape Irrigation and planting. Ma!nto!n o!I plants and planted orece on a continuous bosre as they am tnstal11Jd during the progreas of tho war'.<, and ,;:ontrnue to mointoin them untn l!nal acceptance of loto1 proJec-t. Replace any dead er dying plants as directed by the Londs,;:ap,e Archlhrnt ond City representtltive. A. lrrfgotron: Operate irrtgotton s)'Stem on on estobl1shed progrom to maintain oH plonts ond planted oreas ln. a healthy condiUon. [rdgation system run-off shot! be kept to a minimum. Domoge to Irrigation system resulting from rnofntenonce ond equipment ond/or mo!ntencmce personnel, shall be restored to Ru original condition at no co!;!t lo the Owner. Failure of ony port of the lrrigQtion syatem aholl be brought to tha attentton of tho City. No repairs other than emergency rsporrs shall be ac.comptiahed without written permission from the Owner. 8. Weed Control: Keep oU p!onted are{.'JS fre(I of weeds and debris by cu!tivotlng areo.s: at rntervcils not to exceed 10 calender da:,-e. The Corttractor may elect to remove such i:.oncentroUons of weeds monua!!y or by an approyed h-erbic!de progrom. C. Pest Control: Sproy oU plants and planted Orea$ ot beginning of molntenonce proqrom and os moy become necess<Jry thereafter b-y on approved method of pest (:ontrol, to koep ol! plants end plonted areoa free of lnn.:cts <:md dlseoao, Method aho!l be revlewed by the City prior to <.lnY appllcotfons. Pest Control shall fnclude Gopher control. D, PrunTng: Prune all plonts cs destgnoted end directed by l<mdsc<Jpe Architect, ot start of molntenanct, program and continue to prune pkmb o.s dfrected or os may be,;:ome neceseory untll the end of the malntenan<:e progrom. Remove trosh weekly. Edge ground <.:over lo keep In bounds ond tr!rn top growth oa neceissory to achieve ond overnl! even oppeoronce. Exterminate gophers and molea: repo!r damage, PART 8 -ACCfPTANCE OF PROJECT 8.01 Ganen:d; Upon completion of lnstal!otton, o matnlenonce period of a minimum of 180 doya far <tU !ondseoped areas ls raqutred prior to final acceptanc,a of the work by the crty. The Commencement date for th,;1 maJntenonce period shall commence upon written opprovol for oil phases of p!ontiog installation by the City Publfc Worka Inspector, Motntenonce period shoH be adequate to 'ierffy plant eharootertstrcs ond estoblishment. A. Two Inspections shell be mode that affect the estobl!shment p~r!od; Tua first utter all plonttngs hove been completely lnsto!led fn order to opprove the beglnnfng of the establishment perfod, ond the second ot the end at the establishment perfod, If plantings are not acceptable ot the end of the 1ao day period, due to -defecUvo mofntenonco, then continue estobl!shment until oil work meets with the Specifications and con be approved. 8, At t-ermlnotion of establishment period al! plant material shall be l!va. heolthy, Un(fomoged, ond free of fnfeotQt/on. Inferior plantings shall be replaced and brought to a soUsfoctory c-onditron before finot occeptonce of work wlll be mode. AH areaa shall be neotly raked ond free of weeds. Project Hoehn Bul~ Ca.ddillac Showroom Rerr.odsi! slrnp!e-o;..c'riptron : ~,mipla lo S'1e So=.! Anaheim Office Lab No; 14-092-0009 April 9, 2014 Intaglio Studio 24685 Santa Clara Ave. Dana Point, CA 92629 Attn: Bill Hall HOEHN BUICK CADILLAC 2.1 COMPREHENSIVE SOIL ANALYSIS _rfo.;J.-N' I NH,:-tl ... LPO&•P '.:. K ca .; M!,I i:ivm NL ~ P~m L~-ppm i ppm s~fficf~c, F~~~-, · Report N.a-: 14-092-0009 Porctiasi;i Order: Oa!e Recd: 04/02/2014 Dote Prln!ed: Q41fJ8/2014 Psgo:1of1 '. Cu l Zn · ;: .. ,_:M-n~""i'~ FO'. · · . · 'i · PP-ri::_ .. _..,PPrl'I. ::.ppm [ pf)h, :.51,g;mlo J L.!b-t~o, ,, : ·l'~\:lrywt., ,•,•' . . '' ( ; ,;;'· USP~ ;->bli Ci~s.r.lfic~tf~~ ; ! Llll)i~ .. i Attached are the results of the analysis performed on a soil sample that was collected from the Hoehn Buick Cadillac project site In Carlsbad and received by Soil and Plant Laboratory on April 2, 2013. This sample was analyzed for nutrient levels and soil suitability in preparation for a new landscape installation of California native plants along with general ornamentals and palms. A list of planned plant material was provided by the client and is attached for reference. Analytical Results: Salinity (ECe) is safely low. Soluble sodium is safely low and properly balanced by calcium and magnesium, as indicated by the favorably low sodium adsorption ratio (SAR). Boron is at a low and safe level, yet sufficient for plant nutrition. All of the major and minor nutrients are sufficient for the nutritional requirements of general ornamentals and California natives. No fertilizers are necessary at the time of planting. The reaction of the soil is slightly alkaline at 7.2 on the pH scale and qualitative lime is absent. This is suitable for a broad range of plants, including those on the attached list. No pH adjustment is recommended. The texture of the soil is 'loamy sand' with an estimated water infiltration rate of a relatively rapid 0.46 inches per hour. The actual rate of water infiltration may vary throughout the site, depending on the degree of soil compaction. Incorporating organic amendment at the provided rate and depth will improve water and nutrient holding capacities. Comments Often when general ornamentals and California natives are installed on the same project, separate planting recommendations are provided for the two plant types. However in this case, nutrient values are sufficient for all plants and no fertilizers are recommended at the time of planting. California natives are often installed without any organic amendment but the texture of this soil is coarse enough that even in areas where natives will be planted, an addition of organic amendment would be prudent to improve water and nutrient holding capacities The same set of . recommendations in this case applies to both general ornamentals and natives. Recommendations Surface Soil Preparation for Turf, Groundcover and Mass Planting If feasible, prior to amending the areas where severe compaction exists, the surface soil sl1ould be ripped or tilled to a 9- inch depth. Uniformly broadcast and blend the following with existing soil to a 6-inch depth. Materials Nitrogen fortified organic amendment (compost* or redwood or fir sawdust) Amount per 1000 sq.ft. 4 cu. yards Sample Location(s) All sample localions *Rates and fertilizers may have to be adjusted depending on analysis of selected compost. Tree and Shrub Planting Guidelines 1. Excavate planting pits at least twice the diameter of the rootball. 2. The top of the rootball should be at or slightly above final grade. 3. rhe amended surface soil or a soil blend consisting of no more than 20% by volume organic matter can be placed in the upper 12 inches of backfill only. Soil below this depth should not contain any added organic matter because of the threat of plant disease and/or anaerobic soil conditions developing. 4. Do not cover the original rootball with other soil. Ideally, a temporary soil benn is often constructed around the outer edge of the rootball to help channel water into the rootball and then into surrounding soil until roots are established in the backfill and the rootball is no longer the sole source of water for the plant. 5. Ideally, a weed and turf free zone, preferably 2-3 ft. in diameter, should be maintained just beyond the diameter of the planting hole. A 2-4 inch deep layer of coarse mulch can be placed around the tree or shrub; mulch should be kept a minimum 4-6 Inches from the trunk. Palm Tree Installation For palms grown in containers or boxes, follow the tree and shrub installation procedures above. For field grown palms, excavate planting pits at least 24 inches wider than the rootball. The planting pit depth should not exceed the measured length from crown to bottom of rootball. The crown should not be buried. Planting palms too deep is a dangerous practice. If the palms within a stand are required to be at the same height, select palms at that height rather than adjusting in the planting pit. Unlike other trees and shrubs, organic matter should not be placed in the backfill for the palms. For large specimen trees, you may wish to consider installing observation tubes so that soil moisture can more easily be monitored and water can be pumped out of the root zone if the soil becomes too wet. Ideally, the palm should be provided with dedicated irrigation for the establishment period. Once the tree is well estdbllshed, dedicated irrigation can be removed or capped off. Water management during establishment is critical. The original rootball and surrounding backfill should be evenly moist for at least the first 4-6 months, but never saturated. Drenching the soil 2-3 times during establishment with a fungicide labeled for water molds is often practiced, particularly for specimen palms. Palm Tree Installation Continued Approximately 60 days after planting, uniformly broadcast a "palm special" fertilizer beneath the drip line. Labeled rates and frequency should be followed. The palms should be planted when soil temperatures are warm. Ideally, planting should be avoided between November and February. Maintenance Fertilization for General Ornamentals For turf, groundcover and mass planting areas, unifonnly broadcast sulfur coated urea at the rate of 5 lbs. per 1000 sq. ft. The first application should occur approximately 30 days after planting, with repeat applications every 45-90 days or as growth and color dictate. In early fall and spring, substitute a complete fertilizer such as 16-6·8, or equal, for the sulfur coated urea at the rate of 6 lbs. per 1000 sq, ft, to ensure continuing supplies of phosphorus and potassium. Tree and shrub plantings can be maintained with the above fertilizers; however, the frequency belween applications should be every 90-120 days, with the first application 60 days after planting. Follow each fertilization with a thorough irrigation. When plants have become well established, fertilizer applications can be less frequent. Maintenance Fertilization for California Native Plants When needed, native plants can be maintained by broadcasting sulfur coated urea at the rate of 2.5 lbs. per 1000 sq. ft. If we can be of any further assistance, please feel free to contact us. Jason Gihring ""'"""~"-'""""'=""''"'~"'"'""~-=»»>Sh~<««"w,.,-,m""''"'"""""'"'"...,_,",..,.""*"-"'"""""~•»=>»,.~>li= APPRovr-o FOR !RR/GA TIO/\/ AA/0 PLAAJTING Qt,JL ·y; I f\J CL U DI {\JG PREC/S'f- LOCA TIO!\/ OF PLA1\JT/1\/G AREA. ="=u•---~«~==•=•"=•«-"»--.,,Hm--»~,.-~,,.,_uu,,.._,.»_=N=m»u»m>~ n I r-A 0 BUILT" RCE EXP. DATE e-•-------,----, '·---· REVIEWED BY: NOTE: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION Of PLANTING AREA. l-4.3 IHSPECTOR DATE intaglio studio !.,;1nd~c;1pe :\rchi!t'dtfft!.;. P/,1nr1i11g 949 892 8240 7HS5 mu!~ tforn 01cM~ cln~~ rdnl t~llfomio n'629 osc. t5 s- <; "" """ ..,,,,.,,,'c--~---· ~ -:11: •"::oc-'F-C-cW.-:c\ - 6/30/14 WBH 6/10/14iWBH 5/28/14!\'IBH DATE ! lN!liAL ~-------~~o~ 0 15 OES!GNER OF WORK ·:=-----· /1\ -- - 3RD CITY PLAN CHECK COMMENTS 2nd CITY PLAN CHECK COMMENTS -~ 1 ST CITY PLAN CHECK COMMENTS DATE lfllflAL REVISION DESCRIPTION OTHER APPROVAL --~»- ·-~ " o;; ~ SHEET I CITY OF' CARLSBAD,~ ~ll 12 , PLANHillG DIVISION 14" . LANDHOEHNvs1urcl<:cA101LLAc& 5334 PASEO DEL NORTE CARLSBAD, CALIFORNIA 92008 APPROVED: 1~:J l c.,.,.~1,J:l__ -r. -Z.-"r •I-\' ---PLANNING DWM BY: __'lJ PROJECT NO. DRAWIMG NO. DATE l,'<llTIAL - CHKD BY: JjlL_ C; D 'l 4-·0 ·J 482-2L CITY APPROVAL r,VWD BY: _j'/JJH . -· -y------. [II 0 l EXISTING CONTROLLER LOCATION REFER TO CONTROLLER NOTE (#2) BELOW LEFT DOMESTIC (FUTURE RECYCLED) WATER METER INFORMATIOI ADDRESS: WATER PURVEYOR: 5334 PASEO DEL NORTE CARLSBAD WATER DIST CARLSBAD, CA PH.# 760-438-2722 METER SIZE 1" STATIC PRESSURE 72 PSI. SYSTEM DESIGN PRESSURE 44 PSI. MAXIMUM SYSTEM DEMAND (EXISTING #13) 12 GPM REVISED LANDSCAPE AREA 1,720 SQ FT. EXISTING CONTROLLER NOTE #2: EXISTING CONTROLLER SHALL BE UTILIZED FOR EXISTING AND NEW PROPOSED REMOTE CONTROL VALVES WITHIN THE RENOVATED AREAS. VALVE NUMBERS SHOWN SHALL BE ADJUSTED AS REQUIRED TO UTILIZE THE AVAILABLE OPEN CONTROLLER STATIONS. CONTRACTOR SHALL VERIFY QUANTITY OF OPEN STATIONS OF EXISTING CONTROLLER PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING OF IRRIGATION CONTROL WIRES TO EXISTING CONTROLLER AS NEEDED CONTRACTOR SHALL PROVIDE SLEEVING BELOW ALL PAVING BETWEEN EXISTING PLANTERS AND TURF AREAS AND BELOW EXISTING WALKS, AS NECESSARY TO ROUTE CONTROL WIRES TO EXISTING CONTROLLER: VERIFY ALL CONDITIONS AND LAYOUT IN FIELD. SHOULD SAID CONTROLLER NOT CONTAIN ADEQUATE OPEN STATIONS, CONTRACTOR SHALL PROVIDE A NEW CONTROLLER TO REPLACE THE EXISTING CONTROLLER: IRRIGATION CONSTRUCTION NOTES LATERAL LINE CONNECTION NOTE: CONTRACTOR SHALL CONNECT THE NEW PROPOSED LATERAL LINE TO THE EXISTING ADJACENT SPRAY SYSTEM LATERAL LINE LOCATED IN THIS APPROXIMATE LOCATION. VERIFY ACTUAL EXISTING SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. REMOVAL AND DISPOSAL NOTE: ··---~~......_, ·------...... ~ .... , -~---- 4 400' .... F ----~--..... _ --- CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. IRRIGATION VALVE CALLOUT TRENCHING IN VICINITY OF EXISTING TREES WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS OVER 1" IN DIAMETER. ALL CUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING rs REQUIRED, THE CONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL. PERIMETER IRRIGATION NOTE: ALL ADJACENT SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEMS EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEMS AS REQUIRED. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE WITH NO PONDING, RUNOFF, OR OVER-SPRAY IN ALL AREAS. SYSTEM LAYOUT SHALL APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND COMMENCING WORK. ~-----VALVE NUMBER ~C = ::P:OXIMATE LINEAR I FOOTAGE OF DRIP TUBING ~-----VALVE SIZE 0 10 20 40 60 SCALE AND NORTH PROPERTY LINE ,.r:::--IRRIGATION CONSTRUCTION (J.} CALLOUT NUMBER. ~P.O.C. AND CONTROLLER L!J CALLOUT NUMBER: -I WARE MALCOMB Leading Design for Commercial Real Estate architecture planning interiors graphics site development 6363 greenwkh dr. ste. 175 san dkgo. caJifornia 92122 p 858.638.7277 f 858.638.7506 I I I ' : ·-1 i j I i I I I' • ! I I I PROPOSED BUILDING SYMBOL c:--] -- ·---------_ ' ' --l -. . --. -- lE'Z lilll! ~ SYMBOL NO SYMBOL -+2:::::2::z::/-,,.---,_..,_ __ ,· / / / / i NO SYMBOL NO SYMBOL SYMBOL GD !"jf:j :-~•G @] +---- ---[ -~ ~ --------- -------- Q==!lc:;ill , ,:::J 11 :_ ----1 1 , ·----1 , , * 1. 2. DRIP IRRIGATION LEGEND MANUFACTURE/ MODEL NO./ DESCRIPTION GPH PSI RADIUS PREC. DETAIL SHEET RATE RAIN BIRD -XFDP-CV-06-18, XFS SUB-SURFACE 0.60 25 N/A 0.40 O,J 5 DRIPLINE. INSTALL DRIP TUBING ROWS 16"-18" SPACING. RAIN BIRD -DRIP TUB.ING CONNECTIONS SHALL BE.MADE USING "RAIN BIRD XF SERIES" 17mm DRIPLINE INSERT FITTINGS. 0, J 5 . NETAFIM -TL050MFV-1, TECHLINE AUTOMATIC FLUSH VALVE. M 5 RAIN BIRD -ARV-050, AIR/VACUUM RELIEF VALVE. . L 5 RAIN BIRD -SXB-360-1032 SERIES, FULL-CIRCLE, . 130 30 NIA 0.40 N 5 XERI-BUBBLER WITH 10-32 THREAD. EACH SYMBOL (26.0) REPRESENTS (2) XERI-BUBBLERS PER TREE LOCATED WITHIN IN-LINE DRIP TUBING AREAS. IRRIGATION PIPE & WIRE LEGEND MANUFACTURE/ MODEL NO. I DESCRIPTION DETAIL SHEET NON-PRESSURE LATERAL LINE (3/4" -2") SCH. 40 PURPLE "RECYCLED WATER" F 4 PVC PIPE WITH WORDS "RECYCLED WATER-DO NOT DRINK:' INSTALLED 12" BELOW GRADE. T. CHRISTY -TA-DT-3-PRW, 3" WIDE DETECTABLE PURPLE "RECYCLED WATER" F . 4 METALLIC BACKED UNDERGROUND WARNING TAPE. INSTALL WARNING TAPE CONTINUOUSLY ALONG MAINLINE ROUTING. ONE (1) LOCATED IMMEDIATELY ON TOP OF MAINLINE ATTACHED EVERY 5' AND ONE (1) LOCATED 12" ABOVE MAINLINE. PIPE SLEEVE -PURPLE "RECYCLED WATER" SCH 40 PVC PIPE WITH WORDS F 4 "RECYCLED WATER-DO NOT DRINK". EXTEND 12" BEYOND EDGE OF HARDSCAPE. SLEEVE SHALL BE MINIMUM TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED, MINIMUM 2" SIZE. WIRE SLEEVE -"PURPLE" SCH 40 PVC PIPE EXTEND 12" BEYOND EDGE OF F 4 HARDSCAPE. SLEEVE SHALL BE MINIMUM TWICE THE DIAMETER OF WIRE BUNDLE CARRIED, MINIMUM 2" SIZE. IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) G 4 3M -DBR/Y-6 DIRECT BURIAL WIRE CONNECTORS FOR USE ON ALL WIRE G 4 CONNECTIONS. . EXISTING EQUIPMENT LEGEND MANUFACTURE I MODEL NO. / DESCRIPTION (EXISTING) 1" DOMESTIC WATER (FUTURE RECYCLED WATER) IRRIGATION METER: VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD. (EXISTING) BACKFLOW PREVENTION ASSEMBLY. VERIFY AND TEST FOR PROPER OPERATION, REPAIR OR REPLACE IF DAMAGED. (EXISTING) RAIN BIRD ESP-16LXME, 16 STATION CONTROLLER: PROTECT IN PLACE. VERIFY AND TEST FOR PROPER OPERATION. REPAIR OR REPLACE IF DAMAGED. VERIFY QUANTITY OF AVAILABLE OPEN STATIONS, INSTALL NEW EXPANSION MODUALS OR REPLACE CONTROLLER IF INADEQUATE NUMBER OF OPEN STATION EXIST. (EXISTING) IRRIGATION MAINLINE SHOWN FOR REFERENCE ONLY. PROTECT IN PLACE, REPAIR ANY DAMAGE DUE TO CONSTRUCTION. VERIFY SIZE, TYPE, AND EXACT LOCATION IN FIELD. IF CONTRACTOR IS NOT ABLE TO LOCATE EXISTING MAINLINE CONTRACTOR SHALL PROVIDE AND INSTALL NEW MAINLINE AND MAKE ALL NECESSARY CONNECTIONS FOR PROPER OPERATION OF NEW AND EXISTING IRRIGATION SYSTEM. * IRRIGATION TIE-IN CONNECTION OF NEW LATERAL LINE TO EXISTING SYSTEM LATERAL LINE. VERIFY SIZE, LOCATION AND CONNECTION POINTS IN FIELD. (EXIST! NG) IRRIGATION PVC PIPE AS LATERAL LINES SHOWN FOR REFERENCE ONLY. VERIFY EXACT LOCATION IN FIELD. PROTECT IN PLACE, REPAIR ANY DAMAGE DUE TO CONSTRUCTION. (EXISTING) REMOTE CONTROL VALVE TO BE REUSED FOR NEW DRIP IRRIGATION. REMOVE OR RELOCATE AS NEEDED. VERIFY IN FIELD WITH OWNER VALVES TO BE REMOVED OR RELOCATED PRIOR TO CONSTRUCTION. * (EXISTING) SLEEVE. VERIFY SIZE AND EXACT LOCATION IN FIELD. IF CONTRACTOR IS NOT ABLE TO LOCATE OR UTILIZE EXISTING SLEEVE CONTRACTOR SHALL SAWCUT PAVING AND INSTALL NEW PIPE AND OR CONTROL WIRES PLACED IN NEW WIRE SLEEVE FOR CONNECTION TO EXISTING CONTROLLER: BACKFILL WITH SLURRY MIX AND PATCH TO MATCH EXISTING. (EXISTING) IRRIGATION SYSTEM TO BE PROTECTED IN PLACE. REPAIR OR REPLACE ANY DAMAGED EQUIPMENT. SEE SHEET 6 FOR EXISTING IRRIGATION PLAN, NOTE: IF NEW MAINLINE OR VALVES ARE INSTALLED OR IF EXISTING MAINLINE OR VALVES ARE RELOCATED CAUSING A BREAK IN THE MAINLINE THE NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TEST AS PERFORMED BY CMWD AND DEH. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEH. IRRIGATION PIPE AND EQUIPMENT LOCATION NOTES ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE THAT ARE SHOWN IN PAVING IS FOR DRAWING CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN LANDSCAPED AREA NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE MAINLINE AND VALVE LOCATIONS SHOWN ON THIS DRAWING ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW AND APPROVAL. FINAL LOCATION AND EXACT POSITIONING OF ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF ALL IRRIGATION APPURTENANCE AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER: FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE AS-BUILT FOR IRRIGATION DETAILS -SEE SHEETS 4 -5 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 8841 RESEARCH DR SUITE 200 IRVINE• CA 92618 949,387.1323 RID6ELA.COM FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 9 -12 "AS-BUILr L.A. 2809 REVIEWED BY: INSPECTOR EXP. 06111/18 DATE 05131119 REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DIVISION IRRIGATION PLAN HOEHN BUICK-CADILLAC -SERVICE & PARKING STRUCTURE ADDITION CARLSBAD, CALIFORNIA 92008 l---+---+--------------+-----1 ~ ~ _ 4t: t( t-=it C... ·14-\-'lb I APPRovEo IV"~.r. r 1 t---+--+-----------------i-----1 PLANNING DATE DATE BY DESCRIPTION APP'O REVISIONS OWN BY ____ _ CHKD BY_ccRccS __ FIELD BY PROJECT NO. CD 14-01 DRAWING\ NO. 482-2L 0 10 20 FOR PLANTING IN THIS REA, SEE SHEET 8 WES JER WARE MALCOMB 40 60 Leading Design for Commercial Real Estate architecture planning interiors graphics site development 6363 greenwich dr. ste. 175 san diego. california 92122 p 858.638.7277 f 858.638.7506 SCALE AND NORTH PROPERTY LINE I I 1/ \ \ \ I I I I \ I \ \ I I I I LAN SEL AS-BUILT: SWITCHED LOCATION OF QUEEN PALM WITH BRISBANE BOX JER 8841 RESEARCH DR SUITE 200 IRVINE· CA 92618 949.387.1313 llD6ElA.COM PROPOSED BUILDING □ N SEL "AS-BUILr L.A. 2809 REVIEWED BY: {rd( INSPECTOR i EXP. Y:~~\t' 06/11/18 DATE 05/31119 <.,. \ .f "~ DATE WES JER PLANTING LEGEND SYMBOL TREES; BOTANICAL/ COMMON NAME CHAMAEROPS HUMILIS / MEDITERRANEAN FAN PALM LOPHOSTEMON CONFERTUS / BRISBANE BOX MIN. SIZE/ SPACING 3'-5' BTH TRIPLE-TRUNK 24" BOX STD. QTY VVUCOLS 1 MOD 1 MOD ~ SYAGRUS ROMANZOFFIANUM / 12' BTH 4 MOD ~ QUEENPALM SHRUBS, VINES & GROUNDCOVERS: nru ~ ~ ~ 0 PROPERTY LINE AEONIUM 'ALICK KECK PARK'/ ALICE KECK PARK AEONIUM ALOE STRIATA / CORAL ALOE LANTANA SELLOIANA 'MONMA' / WHITELIGHTNIN' LANTANA MUHLENBERGIA RIGENS / DEER GRASS WESTRINGIA 'JERVIS GEM'/ JERVIS GEM COAST ROSEMARY NOTES: 5 GAL/ 18" O.C. 5 GAL./ 18" O.C. 1 GAL / 30" 0.C. 1 GAL./ 18" O.C. 5 GAL./ 30" O.C. 157 LOW r---, (' 126 \/\ LOW '-"-~4\ '------" 160 LOW 64 LOW MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 2:1 SLOPE WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. NO TREES OR TREE CANOPIES ALLOWED IN UTILITY EASEMENTS, TYPICAL FOR PLANTING DETAILS, SEE SHEET 7 DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 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 SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH) IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONIBILITIES FOR PROJECT DESIGN. - THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. ' DATE: 06/11/18 -------- DECLARATION OF WATER EFFICIENCY COMPLIANCE I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATION. I HAVE PREPARED THESE PLANS IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. SIGNE~ JAMES J. RIDGE, LANDSCA R.L.A. #2809 DATE: ___ o_e_11_1_11_a ____ _ AS-BUILT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD CITY OF CARLSBAD PLANNING DIVISION DATE BY DESCRIPTION APP'D REVISIONS PLANTING PLAN HOEHN BUICK-CADILLAC -SERVICE & PARKING STRUCTURE ADDITION CARLSBAD, CALIFORNIA 92008 APPROVED {@c~ ~ ~t-.:tt ~-1:f-1 lb PLANNING DATE I DWN BY PROJECT NO. DRAWING NO. RS CHKD BY CD 14-01 482-2L FIELD BY