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HomeMy WebLinkAboutDWG 422-8L; CT 03-13; BLACK RAIL RIDGE; 01-07GENERAL NOTES RECYCLED WATER NOTES I. ALL WORK SHALL BE )ONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRJCTIO~ OF RECYCLED WATER MAINS" DATED OCTOBER, 1993 2. ALL rU3LIC F1\CILITIES SUCII AS COMFORT STA-IONS, DRINKING FOUNTAINS, E-c .. SHALL BE PROTECTED FROM SPRAY BY RECYCLED Wi\ TER. 3. NO PONDING, RCN-OFF O's OVER-SPRAY IS PERMITTED. 4. HOSE Bl3S ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCLFD WATFR l~FS AND POTABLE WA7 ER LINES S STRICTLY PROHIBITED. 6. NO ScBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE c,-y OF CARLSBAD t>'IJNICPAL WATFR nlSTRlc-. 7. ALL ON-SITE PIPES SHALL HAVE WA,NING TA0 E PER CARLSBAD MUNICIPAL WATE~ DISTRIC-'S RULES AND RCGULATIONS. 8. THE IRRIGIITIO~ SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. THE FOLLOWING 'IOR~ING (S 0 0T IRRIGATION COULD BE DONE AT A DIFFERENT TIME) W TH QUALlll[D SUPERV SION PERSONNEL ON SITE. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING ANJ PIPING. 10. PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECYCLED WATER, WHET~ER BY WINDBLOWN SPRAY OR BY )IRECT AP 0 LICATION, -HRCIJGH IRRIGAT ON OR OTHFR APPROVED USE. LAC~ OF PROTECTION, WHETHER BY DESIGN, CONSTRUC'ION PRACTICE OR SYSTEM OPERATION, IS STRIC-LY PROHIBITED. 11. CONTRACTOR S-,ALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON AL I SIDl::WAI KS, STREET, AND PRIVATE LOTS. 12. QUICK COUPLING VALVES SHALL HAVE .A SPECAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND RFGUI ATIONS. 13. l"ETERS SHAL_ BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER CISTR CT. 14. ALL l'lRIGATION PIPE SHALL BE STENCILED, COLOR-CO)ED (PURPLE) AND LAID WIT- WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WA 11::R D SI RIC-I 'S RULES AND REGULATIONS. 15. ALL PO-ABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTA_LED WITII TIIE STENCILING ORIENTFll TOWARD THF TOP CF THE TRENCH. 16. WHEN A POTARI F c~AIFR I INF ANll RE-CYCLED WATER LINE CROSS, THE RECYCLED LINE SHi\cL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A -oTAL OF zo rEn. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER ANll RFCYCI FQ WATFR MAINS MUST BE MAINTAINcC AT ALL TIM"S. THE POATABLE Ll~E MUST Be INSTALLED A.BOVE THE RECYCLEC LINE. 18. THE REQUIRED CROSS-CONNECTION SHUTJOWN TEST SHALL BE DONE RY THF CARI S'lAO MUNICIPAi WATER c1s-R1c-AND THE SAN DIEGO COUNTY DErARTMENT 0, ENVIRONMENTAL HEALTH. 19. THE RFQUIRFO C,OSS-CONNECT ON INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT ANJ/OR THE SAN DIEGO COUNTY DEPARTMENT OF FNVIRONMENTAL HEAL ~H. COPIES OF INSP"CTION ,EPORTS WILL BE FORWARDED TO THE NON-INSPCCTING Pi\RTY. 20. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS S-,ALL CO~FORM TO IHf- "OLLOWING: A. QUICK-COlJPLING VALVES SHALL BE I INCH NOM NAL SIZE NEcSON #7645, WITH BRASS CONSTRUC~ION AND A NORl"AL WORK,NG PRESSURE OF 150 P.S.I. OR RAINBIRD #44 NP. B. IN ORDER TO 0 REV"~ T UNAUTHORIZED USE, TH" VALVE S"ALL BE OPERATED ONLY WITH A SPECIAL COUPLER KEY WITH AN ACME THREAD FOR OPENING AND CLOSING THE VALVE. C. THE COVER SHALL BE PERMANENTLY ATTACHED TO THE QUICK-COUPLING VALVES. ITS-ALL BE PURPLE RUBBER OR VINYL. ). LOCKING COVERS ARE REQUIRED. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DO~E BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPART'1ENT OF HEALTH SERVICES COPIES OF INSPECTION REPORTS WIL_ BE FORWA,DFD TO THE NON-INSPECTl~G >ARTY. 22. DEVELOPER SHALL SHOW I YE LOCAi ION OF R.C. SIGNS "JO NOT DRl'NK" ON THESE FLANS. 23. AN ON-SITE USER/SUPERVISOR SHALL Be DESIGNATED IN WRITING. Tl IIS IND VI DUAL SHALL BE l::A'IILIAR WITH PLUMBING SYSTFMS WITHIN THF PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/C~OSS-CONNECTIO•N PROTECTION, AND THE SPECIFIC REQLJl,EMENTS 01:: A Rl::CYC_ED WATFR SYSTE'1. COPIES OF THE DESIGN/IT ON, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPA,TME, T OF HFAI TH SERVICES AND CARLSBAD MUNICIPAC WATER DISTRICT. IN CASE OF EMERGENCY CONTACT Cf-RIS VAUGHAN (MAYFAIR) AT 619-280-5777 OR AFTER aOURS CONTACT _________ AT _____ _ 24. SHOW ALL PUBLIC & PRIVATE POTABCE WAER MAINS ON IMPROVEMENT FLANS. ITEMS NOS. 8, 19, & 23 SrlALL BE REQUIRE) Jus-PRIOR TO THE ACTUAL USE OF RECYCLED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE PART OF THIS I.P. BUT TYE ACTUAL SIGNS & TACS WILL BE INSTALLED JUST FRIO, TO ACTUAL USE OF R.C. WATER. C. ADJUST SPRAY HEADS TO ELIMINATE OVl::RSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. D. MONITOR AND MAI~ TAIN THE SYSTEM TO rlNIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE Vi\LVES, ETC., SHOULD BF RFPAIRFIJ AS SOON AS THEY BECOME APPARENT. F. THF LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE rERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST □E INFORMED THAT WAT[R IS -OR I IRRIGATION PURPOSES ONLY ANJ IS NOT APPROVFD FOR DRINKING OR FOR HAND AND Too_ WASH NG, ETC. F. OBTAIN PRIOR APPROVAL OF AL_ PROPOSED CHANGES AND MODlrlCATIONS TO ANY PRIVATE ON-SITE FACII 1111::S. SIIC:H CHANGFS MUST BE SUBMITTED TO, AND APPROV:cD BY, THE DISTRICT ENGINEERl~G OFFICE AND DESIGNED IN ACCORDANCE WITH DIST,ICT SI ANDARDS. I. ALL RECYCLcD WA _ER SPRINKLER CON I ROL VAi Vf-S SHAI I RF TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL □E WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLl::D WATER -DO NOT DRINK" IMPRINTED CN ONE SIDE, /IND "AVISO -.AGUA IMPJRA-NO TOMAR" IMPRINTED ON THE OTHE, SIDE. IMPRINTING SHAL_ BE PERMANENT /\ND BLA.CK IN COLOR. USC TAGS AS MANUFACTURED BY T. CHRISTY ENTERPPRISED OR APPROVED EQUAL. B. ONE TAG SHALL BE AT I AC:Hl::D HJ FACH VALVE AS FOLLOWS: I. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID W'RE DIRE-CHY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 2. A_L SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED W/\TER SPRINKLER HEADS. 2. EACH AUTOMAT C CONTROLLcR AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH /I SIGN BEARING TH[ WORDS "RECYCLE] WATF~ USFrJ FOR IRRIGA-ION" IN ENGLISH AND SPANISH, WITH BLACK LE--ERS I" HIGH ON A PURPLE BACKGROUND. Tl IE SIGN SHALL BE PLACED SO THAT IT CAN BF READ IL v SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. INSPECTION PROCEDURES I. CITY CONSTRUCTION INSPECTION SHALL INCLUCE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTH. C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY). D. PIPE IDENTIFICATION. E-. POIN-S-OF-CONNECTION (POC'S) F. LOCATION AND IDENTIFCATION O, SrRINKLER HEADS. (i. WARNING SIGNS /IT -HE SITE AND ON THE TRUCKS HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION). i\N APPROVAL or LET-rn REGARDING THE NSPECTION OF T•E PROJECT SHALL BE 08TA NED FROM THE C TY AND THE DISTRIC-, AND BE FORWARDED TO THE COUNTY rEALTH DEPARTMENT 0 RIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT F NA_ INSPECTION SHALL INCLUDE: A. COVERAGE TcST, AFTER COMPLETION OF THE SPRINKLER SYSTE~. TO D[T[RMINE TH[ ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTEC-iON CF .AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. R. WARNING SIG~S AND LABELS. C. QUICK COUPLING VALVES. D ALL ASPECIS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SP,AY, RUNOFF, AND PONDING. E-. RcfJUlficD PROTECTION OF ALL RESIDENTIOAL AREAS. F. REQUIRED rROTECTION 01' WELL, STREA~S. RESERVOIRS, ETC. G. CRCSS-CONNEC-ON. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B AND PART G OF THE DIST'ilCT FiNAc INSPEC I ION. REVISIONS MUST BE APPROVFr-RY PURI IC HEALTH ENGINEER, ASSISTANT PLANNING DIRECTOR, & DISTRICT ENGINEER PRIOR TO ll"PLEMENTATION IN FIELD. I" BLACK LETTERS 36" --- I I I I I I / SHEET INDEX SHEET TITLE SHT. NO. -- TITLE SHEET PLANTING PLAN PLANTING DETAILS IRRIGATION PLAN IRRIGATION LEGEND AND IRRIGATION DETAILS RECLAIMED IRRIGATION DETAILS AND CONSTRUCTION DETAILS IRRIGATION SPECIFICATIONS --------------------------------------------- po/NS!TTIA ~-,---"'";;;;:.:".;_~ ~~ t-:-:-:-\ ' ---.. ..' \;,,,-- L,ANE ·1::t:=I ----~ .. -_7".,::c:-"':·: MEDIAN LANDSCAPE IRRIGATION NO. 422-BA) (DRAWING 6 7 10 --+--1.. ,,,.,,., ,,,, / TRITON WAY DIAGRAM SHOWING RECYCLED VS. POTABLE IRRIGATION 1 2 3 4 5 6 7 LO CX) C\I C\I I a: ON SEPARATE PLANS CONCRETE CURB SEPARATOR (POTABLE VS. RECYCLED WATER) SEE LOCATION PER SHT. 4, l~STALL PER SHT. 6 II =ij= I= WARNING RECYCED WATER DO tmT DRINK ,...._.,_ 2' BLACK LETTERS ~ IRRIGATION W/POTABLE WATER 12' X 36" SIZE .016 /\LUMINUM, .060 ABS PLASTIC OR STICK-ON Vl'iYL SIGNS RECYCLED WATER WASH HA~DS AFTER CONT ACT 'iG LAVESE LAS MA OS DESP JES DE USAR E=========-=====l IRRIGATION W/RECYCLED WATER APPROVED FOR PLANTING AND .-----------------1 IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE 25. A PHYSICAL SEPAR/\TION SI IALL BE PROVIDED B[TWEEN ADJACENT AREAS IRRIGAED WITH RECYCLED WATFR AND POTARI F WAER. SEPARARTION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APr,CVED MET-ODS. VICINITY MAP I" BLACK LETTERS St•n Hutter Land■c■pe Architect■ 2725 Collier Avenue San Diego, Ca 92116 Tel: (619) 283-4421 Fax: (877) 717-7946 WILL/AM PLUHMER ~u;,~ KVN!o:.1 COUNTY OF SAN DIEGO DEPARTNENT OF ENV/RONNENTAL HEALTH LAND M1D WATER OUALITY DIVIS/ON "AS-BUILT" SIGNAGE NOTES THE FOLLOWING GU DELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF FACH CONTROi i FR WH"RE THEv ARE "ASILY VISIBLE. PLACE ON 8-1/Z' X II" SIZED SIGN. COLOR: PURPLE □ACKGROUND WITH BLACK LETT[RING. I. GUIJELINES "OR RECYCLED WATER JSE ii. IRRIGATE 8[-W[CN Tri[ HOURS OF 10:0C P.M. AND 6:00 A. '1. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISO~Y PERSONNEL ON-SITE. NO SYSTEM SHALL A I ANY I IME B" LEFT UNATTE~DED DURl~G USE OUTSIDE THE NORMAL SCHEDULE. B. IRRIGATE IN A MANNFR THAT WII I MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE S~ALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST Be ADJIISI l::D so AS IO BE COMPATIBLE WITH n-E LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY Be FACILITATED BY Tl IE EFFICIENT SCHEDULING OF I He AU-□MATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TO-AL IRRIGATION TIM[ INTC CYCLES THAT WILL P,OMOTE MAXIMUM SOIL AESORPTION). NOT TO SCALE CITY Of ,---SITE \ CITY OF VISTA PACIFIC CITY Of ENC1NITAS RECYCLED WATER DO NOT JRINK ., Order to Conaerv• Wat•r ... DO ~OT DRINK RECYCLm WATER NUSE NO 'OME [L AGUA WASH HANDS AFTER co~ TACTING LAI/ESE LAS MANOS DESPUES DE JSAR 18" X 18" SIZE .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS DECLARATION OF RESPONSIBLE CHARGE: I -,E,EBY DECLARE THAT I AM T-,E LICENSED LANDSCAPE ARCHITECT OF WORI. FCR Th!S PROJECT, THAT ' HAVE EXERCISED RESPONSIBLE CHA,GE C'/cR THE DES GN OF F1E PROJCCT Ko DEl'INED ·~ SCCTION 6730 01' TH[ BIJS•~ESS ANC PROFESSIONS CODE, AND IHA I I He )cSl(iN IS CONSIS I cN I WI I H CURlil::N I s I ANIJARl:S. I UNDERSTAND THAT THE CHECK OF PROJECT D'¼WINSS AND SPECIFICATIONS DY THE CITY CF CARLSBAD AND THE SA~ DIEGO COLl'ITY DEPA,TMENT OF ENVIRONMENTAL HEALTH S CONFl~rn TO A REVIEW CNL Y AND DOES NOT RELIEVE ME, AS _ANDSCAPE ARCHITECT 0° WOR!, OF MY RES'ONSIBILITIES FOR PROJECT DESIGN. STEVE HUTTER LANDSCAPE ARCHITECTS FIRM~•-~_ STE'/E~R STEVE HUTTER LANDSCAPE ARCHITECT 2725 COLUER AVCNUE SAN DIEGO, CA 92116 ADDRESS Ot-.f-lo, 2£1:)S' DATE ' CALIF. LANDSCAPE ARCH'TECT NO. 3c92 LICENSED THROUGH 3-30-07 I ICFNSF NO. B FXFIRATION DATF PHONE NO: (619) 283-4421 PHONE THESE PLA~S HAVE BEEN PREPA,ED IN SLBSTANT AL '.CffORMANC[ WITH THE AP'ROVEJ LANDSCAPE CONCEPT PLAN ANC WA-ER CONSERVATION PL.AN, AND ALL CONDITIONS OF APPROVAL REAL TED TO LANDSCAPING. STEVEN HtmER RLA#J392 REG. EXP. 3/3//07 PM Alli 1.ANllARCH@M)~DSPRING.CCM d<: -c"'. GLENt~ LEE,li'.S DATE /,? ~ Z/-ti6' REVIEWED BY: Erv'V/RONMENrAL HEALTH SPECIALIST lNSPECTOR DAtt t---t----+-------------------r----r---r------i-----i I Sir I ~C_i_tY __ ;:_At_llN_G_D~_PAR_a_Tl<r_s,v_!_s_b_a_d~ I s~~~ I DATF INITIAL DATE INITIAL DA TE INITIAL ENGINEER Of WOI/K REVISION DESCRIPTION OTHER APPROVAL CITY A.PPROVAL TITLE SHEET FOR: BLACK RAIL RIDGE SUBDIVISION CT 03-13 APP"~--~ ASSISTANT PLANNING D/,9ECTO.R DRAWN B~- CHEC/fED Br Rff/EWED BY: PROJEcrNo. CT 03-IJ /1-30-os ------------------- DATE DRAWING NO. 422-BL PLOTTED '3/3~ RFMAIN0ER PARCEL(3 300 Sf) l'iiEMOYE EXISTING -' UJOOD I-IEADEI"! --f>.P~---- DECOMPOSED GRANITE PA TH !EE MEDIAN DEYELOFMENT DRAWINc;S /5EFA1114TE 5ET OF FLANS/ DWG 422-8 18° STUCCO COLUMN Steve Hutter Landscape Architects □ ( SEE DETAIL ';i\" -SHT.4) SHREDDED REDWD "WALK-ON" MULCH LANE SEE DETAL J/L-8 8' PROJECT WALL WALL I FLANT HElc;J-!T li$5TRICTION WITHIN INTERSECTION LINE OF 51Gl-lt ALL PLANTS INeTALLED NOl~l'H:AeT OF THIS LINE !CLOSEST AREA TO S"IR:ET INTEi.sECTION) 5HALL HAYE A MATUl<E ClRQIJ/TH HABIT NOT TO EXCEED 30 lolCHE5 IN ~~T------, 2725 Collier Avenue San Diego, Ca 92116 Tel: (619) 283-4421 Pax : (877) 717 -7946 EMAlli LIINl1\RCH@MINDSPlliNG.COM 0Cl5TU5 Flll"!l"Ll!'iiEU& OlltCHl0~E /14/5 C:.AL r:;7\l"!MAF!-IIOLEFl6 IND. 'CLA~' \:i..) INDIA ~1-iOPi!N 1-!YeRIP /3(!)) S GAL 3" THICKNESS ( TYP) 102 CAR GRE !', c;AL 0 2' SOUND WALL SEE DETAIL G/L-8 46 f.lET AR6 !; GAL I!; FIN CAN 24' eox ~11150• SIBMTUNE 16 FIT VAR !; C,Al 0 SEE DETAIL H/L-8 GAZ,11,JIA G.C. AT BASE OF ROJI/. WALL !TYF J /~' !LIDE PAFil<ll/A'l' ALONG POINSETTIA LANE/ r LOCATICN OF "CO ~OT DRINrs" SIGN 0°000000 '· NO PLANTtlG 1111 FRONT OF 550' SIGHTLINE THAT EXCEEDS so• ABOVE STREET PAVEMENT. GAZANIA Ge. INTERPLANTED rTYF J ILITI-I CARl55A , A6AFANTHUS WITHIN LINE-OF-SIGHT AREAS. AG.A AFR lc;AL ~IJ ~I-+---, GAZANIA CiC. IN 6LACK FilAIL FilOAD 5 Ti<EET- SCAFE (T'l'FICAL/ 8 P::J61. 0 --5' PRIVATE DRAINAGE\ _EASEMENT\ ......--i-t--20' UTIL EASEMENT eEE !ll-EET L-3 FOR PLANTING DETAILS. S"r'Ml30L I 2 P::J39.5 P::J41. 5 ~ 1;\· PLANT LIST (Cct,JTAINER PLANT&' FLATTED MAlcRIAL) AElBl'iiEV. BOT A'IICAL NAME QTY SIZE CGM'10NNAME ~== "6APA'ITI-IU5 AFl"!ICANU5 124 I GAL BLUE LILY OF Tl-le NILi: Al"!el.lTU& UNEDO s 24' 60X l~MYTl'i:EE EIAU!-IINIA EILAKEANA ... ElAU ElLA HONc:i f<Q,ti ORCHID T!IIEE 16 24' ElOX A -~ CEA'IOTI-IU5 Ql'!l5EU5 I-IO!'iltONTALl5 I CEA !-IOI'< GEANDTHU& CUL llYAR ':l':I I GAL ' 0 CAI'< Gl'iiE CAi'ile&A MAC(l;OCAli!f'A ~ C.l>l<FET' P'!lt08TillA"l1! NATAL fllt...UM l-t'reflllO 162 S GAL -·0 EC!-1 CAN EC!-IIUM CANDICAN& 41 S GAL "'V, Pfli!ID!·OP-MADEll't.4. El"!I DEF El"!IOeOTl"!YA DEFLEXA s 24' 60X IJ ~LOQJAT Gl!EWIA OCCIDENTALl5 /EeFALIEi'i fO!;IM) . ,-o-= 23 s C:.AI.. LAVENDl:Fiil 6TAfliiFL~ ESFALIE~ I-IET Al'e I-IETEl'!QMELE5 Al"!eUTlfOLIA 46 s c:.AL Terr"" ma QAt 51.N C:.AZANIA '5UNl"!ISE YELLOW' 12' o.c. FLAT5 TMfLn,«;, GAZANIA 1-f~ID Ul-8IE 190TI-I 5-GAL. , I-GAL. SIZES Afl<E GIVEN IN LEGIENP, cc:NCl:NTRATE FIYE-6ALLON 61 I~ IN &TF!EETSCAFE AREAS AND OPEN 5F'ACE CORRIDOl.:!I. NOTE, AU. NON-Mil' l"l.ANTING eeoe LEee STEEP TI-IAN 3:1 SMALL F<ECEIYE 3' TI-IICK C/F l'<EDWOOD 'WALK-ON' 6AFiK MULCH. sueMIT 6.dMPLE TO CITY INSl"ECTOR PRIOR TO 5JLK DELIYE~ TO J06 SITE. I .... r' • I - • ':l':I CEA HOR I C,Al ECH CAN 0 18 FIS CHI 24' 60 18 FI-IO A TR 5 C,AL 0 !:> ARe LINE 24' 60X J 4 5 6 P::J47.5 P::J44.5 P::J52.5 X P=360.0 161 X'l'L COM !:> GrAL I c;AL 18 BAU BLA 24' eox 141 Rf.IA ENC 5 c;AL + --~ DELII-EATIC!I (TYFICAI.! ~ HATCHING 15 NOT DfilAUN UNDEFil SHIU!& FOIi? Gll?APHIC CLAFillTr i<EAeONe. I-IYDR06EED MIX LEGEND NEYERT~LESS, GROI-NDCOVS. Fl<a'1 Fl.ATS IS TO BE Fl.ANTED IN ALL 5HRUB ARfAS TO WIT 12 INChl:5 OF CONTAINER STOCK TJ,iUNKS, AND WITHIN B l~ES OF PLANTING BED BOUNDART. 1 MA<sNOLIA Cs. 'MAJE&TIC BEAUTY' ':! 24' Elox MAG, MAJ &ouTME!'iN MAGNOLIA i-.~10 4 IS GAL. __,. ":" F'!-IO A Tl'< Pl-!0"'1'1I1.N TENAX 'ATRORJRRJl<EI.N' 16 S GAL fllUl'fDLE NEW ZEALANC FLA)( • • ~ F'!-IO Ell"!O F\40RMIUM TENA>< 'Ell"!ONZE' 22 S C:.AL ~ ~ NEW ZISAI.AND Fl.AX ' ~-FIN CAN PINU5 cANAl"!IEN&IS IS 24' eox CANARY 181..ANO fOINI! I 1"I5T ACIA CI-IINEN5I6 Fl5 Cl-II CHINEIE ,.,erACHE 16 24' Elox ~ - 0 PIT VAi'< F'ITT05FOl'!UM TOEll~ VAl'<IEGATA 16 S GAL VARIEGATED MOCf( ~ 0 l"!l-4A ENC F<i-!AF!-IIOLEF'IS IND. 'eNC!-IANTl"!E56' INDIA l-lAWTJ.40lleN. HYeR!O 141 S GAL 0 XYL COM XYLOSMA CONGESTUM 'COMF'ACTA' cct1PACT &HINY XYL.OeHA 161 S GAL L .. . ~i] SWALE 1-!~ED MIX ~.-,;;:-,;,,~ eoTANICAL NAME COMMON NAME EL '!'MU& TRITICOIDES Cl<!:EFINc; WILD RYE DE5CI-IAMP5IA CE5PITOSA TUFTED I-IAIRGRASS EL '!'MUS CONDENSA rue c,IANT RYE GRASS MUHLENBEi;iGIA MICR05FERMA LITTLE SEED MUHL -r WLF'IA MICR05T ACI-IYS NUT ALL'S FE5CUE eEEP AeOYE TO l!!E ADDED TO eLLM'( C01F'ONENT6 eELOW Lee./ ACRE I(!) Lee. S LEIS. 8 LBS. S LE35. e LBS. 36 LBS ~ JUTE MESI-I AND COVE~ CROP 1-IY~D -~ FOi'! 5LOFE5 LINDER 3' • -SEE NOTES, SI-IT. "3 BOTANICAL NAME COMMON NAME Lee. / ACl'<E BRIZA MAXIMA QUAKINCi G.RA55 6 LBS. LA5THENIA GLABRATA GOLDFIELD& I Le. ORTI-IOCARPUS RJRFURA5CEN5 OWL'S CI..Ova;t e LBS. FL ANT AG,O IN5ULARl5 PLANT Ac;O 1 Lee. TRIFOLIUM I-IIRTUM ROSE CLOVER 4 LBS. eEEP AeOYE TO 1!!E ADDED TO 6Lt.M'( c:a-1PONENTS eELOW , 21Zl LE35 EE] F'EL F'EL F'ELA~ONIUM F'ELTATUM 'LAYENDEI"!' LA'.1:NDEflt-FLOJ.Efiii!ING IVY GE!!tANIUM 16' o.c. 4'• POT5 H'l'DROSEEDED OYER JUTE MESH /MESI-I TO BE 46' WIDE WI 61Zl-6S!I. 0FEN AREA. SECURED W/1I GAUC:,E 6' XI' 6 'SCO STAPLES. CONTACT U!:STERN LANDSCAPE I GEOTEXTILE SUPFL r AT !llle-~22-"841Zl) 8LUF<11eY COMFoN!:NT8 LBS. / ACRE ~ MYOFOl'-'.J-t FAl"!Vll'OL IA FLATS MYO PAI'< ~TllitATE MYOP'Ofll!J'1 12' o.c. 12' o.c. MULCI-I I CELLULo5E FIBEI"! 2p00 Lee!ACl"!E FERTILIZEI'!, AC;RIFO!,N 2SIZl LeetACRE I6-20-IZ) FLUS IRON, ~ FAI"! Tl"!I "Al'<TI-IENOCl56LIS Ti'il~DATA II !GAL ~Otlr"" IY'I' PT OR AFF!WVED EQUAL 50IL STABILIZER, AtTAC M IIZllZl LEIS/ACRE BINDER OR APAWYED EQUAL PR/VA TE SHA.RED ACCESSS 8 UTILITY EASEMENT 168 X'l'L COM !', c;AL 0 7 ?=363.0 63.0 \w 59,0 If + + + + + + + + I I I 9 JO ?=374.0 (& I c;AL II & ERi DEi' 24' eox P=377.0 WALL t Fl.ANT HEIGi-iT RE5TRICTION WITHIN INTERSECTION LINE Cf SIGHT ALL PLANTS INSTALLED eouT~AeT OF THIS LINE /CLOSEST AREA TO STREET INTERSECTION) SHALL HAYE A MATUl<E "1<CII/TH HABIT NOT TO EXCEED 31!> INCHES IN f.lEl(;f.lT ---, NO WALL ENCROACHMENT IN LINE-OF Sl~TARfA ... OCATION or=- TJO NOT DRI.\JK" SIGN PROVIDE CURB SEPAR,\TOR PER DETAIL "C" I L -!J. tJJ r- b,. ("') ~ ~ ...... r- ::tl C b,. ~ a.AZANIA CiC. IN PAJ;KIN:. STRIP (TYF.!----' BET\!EEN CURB AND SIDEWALK NORTH '· ' eEE &HEET 3 FOR FL.ANTING NOTES AND FL.ANTING DETAILS. I lltlllllliiiilll@I ! illlll 110lllli 111 itllllll 11111111111 lllllliliHlf lllOIH a.AZANIA Ge. INTEl<Fl.~TED /TYF J -----~ WITH CAFillSSA I A6APANTHUS WITHIN LINE-OF-Sl~T AAEAS. 0 10 20 40 "AS-BUIL r• SCALE: 1" 20'-0" STEVEN i-fUTTfl? ~------------------1 RLA#.lJ92 REC. EXP. JIJl/07 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1-:--,,-----------------i REVIEWED BY: - iNS.PECTOR DATE f-----+--+-----------------i----t------;----i------1 I s2r I City £!vco~~~fsbad I Sri~rs I ~=='-.'.::=:====================:'...'.::::::::::::; DATF iNITi'AL DATE INJT/AL 04 TF /fV1T1'AL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLANH"IG PLANS FOR: BLACK RAIL RIDGE SUBDIVISION CT 03-13 .AP 'RO -o: ~ -- ~SS/STANT PLANNWG D11/fCTOR DPAW.V BY: I CHECKED BY: REVIEWED BY: _ _ PROJECT No. CT OJ-IJ //-Jo~ DATE 422-BL PLOTTED qJ'l"''":o r • 6' ♦ FE1"iFOAATED FIFE, 2 FER TREE FILLED UJITI-! ~' CRUSl-!ED GRAYEL, eueeLER OR DRIP IN FIFE (SEE IRRIGATION DETAIL) NOTE, FLANf SO THAT TOP OF ROOT 6ALL 16 I" AeOYE FINISl-!ED GRADE. NYLON 1-!0SE TREE TIES OR AFFROYED .,..--EQUAL -LOCATE TIE5 AT LOWEST LEYEL AT UJl-!ICI-! TREE CAN 6E SUPPORTED (3~1Zl GA. GALY. UJIRE UJ/GALY. TU~- 6UCKLES SECURED ro DEADMEN • TREE TIES. FLAG UJIRES (SET IN TRIPOD FASHION) UJ/UJl-!ITE SURGICAL TU6ING OR FYC ~-FIFE. NOTE, SELF-SUPPORTING TREES DO NOT REQUIRE GUYING. .,--3' MULCl-l OYER ROOT6ALL (NON-TURF AREAS! I SEE SPECS ---'-FINISl-!ED GRADE u =1 .,J -Ill • ==1 ·······,· ' TYPICAL 51-!RUe - TOP OF ROOTBALL I' Al:IOvE FINl&H c.RADE FORM 6ASIN WITI-! 3' CONTINUOU5 RIM l:IAfil< MULCH, TYPICAL OF 51...0FE ./ ~ LEee THAN 3d) -5EE 5PEC5 ~...--------FINl!IH C.RADE ~fP~or.-----50IL eACl<J=ILL MIX, WALL OR FENCE FER 5ITE PLAN OR --- CON5TRUCTION FLAN , •· I . .. •• SF!'iiEAD VINE ON WALL I 5ECURI: WINON-MET ALLIC VINE TIE5 - REMOVE &TAKE ON NON-CLING!INC:i VINE& 6AFi?K MULCl-l -KEEP 3' CLEAR OF TRUNK TOF OF ROOT6ALL I' A60YE FINI51-! GRADE I' MULCI-! AROUND ROOT6ALL DO NOT MULCI-! AROUND &l-!Rl.16 &TEM FOl-!M 6A61N WITl-l 3' CONTINUOUS RIM, NON-TURF AREAS ONLY MULCI-! -SEE SPECS FINISI-! GRADE SOIL 6ACKFILL MIX, UJATER AND TAMP TO REMOYE AIRFOCl<ET5 ~~ ........ 11 111 ::·;:,((i WATER AND TAMP TO REMOVE AIR POCKET& PAYED OR PLANTED AREA-~ 6U6-GRADE .. 60IL 6ACKFILL MIX, WATER I TAMP TO REMOVE AIR POCKETS - TOP OF ROOT6ALL FLANT T A66, SEE PLANT NOTES MOUND SLIGl-!TL "T' AND COMPACT ROOT6AL DIAMETER 2X ROOT6ALL DIAMETER -.:.-CONCRETE WALK, CURe AND/OR GUTTER ~-3' WATERING eASIN, NON-TURI' AREA5 ONLY -------CONC. 6LOCK DEADMAN (I OF 3) SOIL 6ACl<FILL MIX W/FLANT TA6S, WATER • T AMF TO REMOYE AIR FOCKET5 I 111i'11111 ROOT6ALL DIAMETER 2x ROOTBALL DIAMETER . . MOUND 6LIC.l-!TL Y AND COMPACT CONCRETE FOOTING I' A60YE FINISI-! GRADE PLANT T A6S, 5EE PLANT NOTES ROOT6ALL DIAMETER 2x ROOT6ALL DIAMETER .TREE PLANTING G•1---------------E SHRUB PLANTING <SLOPES> © ESPALIER/VINE PLANTING C1-------- scALE• N.T.S. A . SHRUB PLANTING . NOT TO ICAI • -NOT TO ICAI P • ~~~ r::,,.. r:?'<1 <] "-7 <:Jp p ,(\ .d -'i<-',1-;;.-'1.---t:1 I I z '°oc I: 1-J!I _ ow-'1.---¥4~1-1 ~ ~?i "' xn ROOT6ALL DIAMETER 2X ROOT6ALL DIAMETER NOTE, -LOCATE TIES AT Tl-IE LOWEST LEYEL AT UJl-!ICI-! Tl-IE TREE CAN 6E 5UPPORTED (MAX. TIE 1-!EIGl-!T AT 3/4 1-!EIGl-!T OF TREEJ. TREE TIE5, CINCI-! TIE AS MANUFACTURED 6Y Y.I.T. CO. OR APPROYED EQUAL TRIM STAKES 2' A60YE TREE TIE 2' x IIZl' LODGEPOLE FINE TREE 6TAKE5 AT ROOT6ALL EDGE DRIYEN FIRMLY (MIN. 3'-IZl'J INTO SUeGRADE PRIOR TO BACKFILLING LOCATE ONE TREE STAKE ON WINDWAF<D SIDE OF TREE -~ 2' 6ARK MULCl-l ( AREAS LE55 Tl-!AN 3d GRADIENT ONLY) --FINISl-lED GRADE 3' WATERING 6ASIN, NON-TURF AREAS ONLY FLANT T A6S, 5EE SPECS SOIL 6ACKFILL MIX, WATER 4 TAMP TO REMOYE AIR POCKETS NOTE, -FLANT 50 Tl-lAT TOP OF ROOT 6ALL IS EYEN WITl-l Tl-IE FINl51-!ED GRADE FOLLOWING SE TTL ING. • • SCALE• N.T.S. r---FINISH GRADE, GROUND COVER PLANTING AREAS SEE CHART FOR MAX. CROWN LENGTH FACTORY CUT THERMAL EXPANSION SLIP JOINT 7 GA. GALVANIZED STEEL HAIRPIN, SEE CHART FOR WIDTH BEND-A-BOARD ' PLASTIC HEADER~: BOARD, SEE CHART ., •,,_ FOR SIZES . ' PLASTIC STAKE ~ ;LA{Eg-gEcM/Xsc __ ~~~s . _' jj FOR ATTACHMENT \ . SEE CHART FOR MAXIMUM <$<, RADIUS \ •. ;;./ SEE---=2~\ CHART-==~~====-FOR GAP ~11111! ll!jjf ll!ttf 11111i11 ill 7 GA .. -----is 1:fil GALVANIZED =lll-lll11! STEEL HAIRPIN, =Ill= SEE CHART FOR WIDTH SLIP JOINT DETAIL NOTES: SEE CHART FOR MAX. CROWN HEIGHT ELEVATION -CROWN DIMENSIONS ~ .. .. . CJ] : ·::,/ PLAN 1. COLOR OPTIONS BROWN (STOCK ITEM) SAND (SPECIAL ORDER) BLACK (SPECIAL ORDER) GREY (SPECIAL ORDER) 2. INSTALLATION TIPS -USE COARSE WOOD WORKING TOOLS BEND-A-BOARD CHART MAXIMUM MAXIMUM HOR. ACTUAL RADIUS CROWN SIZE DIMENSIONS POSSIBLE POSSIBLE 1x4 3 1/2" X 3/4" X 20' 24" 19" / 20' 2x4 3 1/2" X 1 1(2" X 20' 36" 16" / 20· 1x6 5 1/2" X 3/4 X 20' 24" g• I 20' 2x6 5 1/2" X 1 1/2" X 16' 36" N/A RECOMMENDED GAP AT SLIP JOINT 1/4" -1/2" 1/2" -3/4" 3/4" ID x 13" 3/4" -1" SLIP JOINT HAIRPIN DIMENSIONS 3/4" ID x 13" 1 1/2" ID x 13" 1/2" -3/4" N/A ' FOR CUTTING AND DRILLING. -USE PLATED SCREWS OR RIN SHANK NAILS TO JOIN BOARDS. -ALLOW FOR THERMAL EXPANSI N THE SLIP BY LEAVING GAPS IN JOINTS OR AT THE END OF THE RUN. -DO NOT SCREW THROUGH SLIP JOINT. lll"ACIIG '>< .,I\CINC!i ')(' PLAN NOTE, ROOTED STOCK PLANTINC. !FROM FLATS -TYPICAL) 0--50IL f'REF'f'ED AREA TO 6E PLANTED '7'---+--EGlUILATERAL TRIANGLE !TYP.J EDGE OF PAVING!, cu~. 6LDG. OR FIXED IMPROVEMENT SEE GROUNDCOVER LEGEND (ON PLANTING FLAN) FOR SPECIES • 6' • f'E~ TED Pl FE, 2 FER TREE FILLED WITI-! ~' CR!..151-!ED GRAYEL, eueeLER OR DRIP IN PIPE (SEE IRRIGATION DETAIL) NOTE, PLANT 50 Tl-!AT TOF OF ROOT l!IALL re I' A60YE FINISl-!ED GRADE. TREE TIES, CINCI-! TIE AS MANUFACTURED 6Y Y.I.T. CO. OR AFFROYED EQUAL -LOCATE TIES AT LOWEST LEYEL AT UJl-!ICI-! TREE CAN 6E SUPPORTED TRIM STAKES 2' A60YE TREE TIE 2' >< IIZl' LODGEPOLE FINE TREE STAKE5 AT ROOT6ALL EDGE DRIYEN Fll'iML Y !MIN. 3'-IZl') INTO 5U6GRADE PRIOR TO 6ACl<l"ILLING ~-2' 6ARK OYER ROOT6ALL (NON-TURI' AREAS) I SEE SPECIFICATIONS -:_--_.-rl_.---FINl51-!ED GRADE Joc X <l-'!OJ!I ROOT6ALL ~1-W DIAMETER =~~ 2X ROOT6ALL ii/u DIAMETER CONCRETE UJALK, CURS AND/OR GUTTER 3' WATERING 6A51N, NON-TURI' AREAS ONLY PLANT T A65, SEE SPECS SOIL 6ACKFILL MIX, WATER 4 TAMF TO REMOVE AIR POCKETS NOTE, USE 8' LONG STAKES FOR IS GIAL. TREES H .TREE PLANTING <ON SLOPES> MANUFACTURED BY: EPIC PLASTICS, 1880 GARDEN TRACT RD., RICHMOND, CA 94801 PH # (510) 235-9339 E E:www.epicplastics.com "' GROUNDCOVER SPACING B .TREE PLANTING SCALE• N.T.S. F BEND-A-BOARD PLASTIC HEADER BOARD DETAIL NOT TO SCALE . SLOPE REVEGET ATION I EROSION CONTROL REQUIREMENTS I) &LOPE PLANTING 5TANDARD5 SLOF!:5 !<EOOIRING EROSION CONTROL MEASUFsl:5 AS SPECIFIED 1-lEl<EIN 51-!ALL BE T.a':ATED WITI-I ONE OF! MORE Cf Tl-IE FOLLOJJING PLANTING 5T ANDAfi;IDS, A) 5TANDA!sD ~ -COYER Cf<QP/JUTE MESI-I COYER CROP SI-IALL ElE A &EED MIX T'T'FICALL Y MADE UF Cf QUICK c;E!,!1INATING AND FA5T COVERn-.lG GRA55E5, CLOYERS,AND/OF! WILDFLO\!ER!l. 5U6MIT Tl-IE !lFECIFIC SEED MIX FOR CITY AFFROYAL FRIO!< TO APPLICATION. Tl-IE COVER CROF &I-IALL ElE APPLIED AT A RA TE AND MANNER 51.FFICIENT TO Fl<OVIDE - COVERAGE WITI-IIN THIRTY (3tZ>) DAY5. TYPE Cf JIJTE MESI-I &I-IALL eE AS AFFROVED BY Tl-IE CITY AND 5T AKED TO T.11: 5LOFE AS l<ECCH'IENDED 6'!' Tl-IE MAl'U'ACTUl<ER JUTE MESI-I !ll-lALL eE l<EOOll<ED ILHEN FLANTn-.lG OCCUR5 ElETIIEEN AI.IGl.l6T 16 AND APRIL I&. DURING Tl-IE !<EMAINDER Cf Tl-IE YEAR, Tl-IE COYER CROP AND/Of< JUTE MESI-I MAY ElE USED. e! &TANDA!sD '2 -Gl<OIJND COYE!'< ONE 1-ilWl<ED (IW!I\) FEl'iaNT Cf Thi: Al<EA !ll-lALL ElE FLANTED WITI-I A Gl<OIJND COYER KNOILN TO I-IAvE EXCELLENT SOIL 61NDING CHARACTEF<l5Tlc& /FLANTED FROM A MIN111..11 &IZE Cf FLATTED MATERIAL AND SPACED TO Fl'<OYIDE RJLL COVERAGE WITI-IIN ONE YEAR) C) 5T ANDARD '3 -LOJJ 5HRJe5 LOJJ 6FREADING UK)ODY SI-IFille8 (PLANTED FR0!'1 A MINIMUM Cf 2-3/4' LINERS) SI-IALL COYER A MINIMUM OF 5EvENTY !llZ>'o) PERCENT OF Tl-IE 5LOF'E FACE! AT MATURE 5IZE!. D! 5TANDAll;iD '4 -TREES AND/OF! L~ &I-IRUe& T.a':E5 AND/OR LA~ SI-IR!Je5 SI-IALL ElE PLANTED O'F<OM A MINIMUM Cf I GALLON CONTAINERS! AT A MINIMUM RATE Cf ONE (I) PLANT PER Tiro HUNDl<ED (200) 5GllJARE FEET. 2) AREAS OF APPLICATION (PLANTING) 5LOPE5 -&d OF! STEEPER AND, A! 3 FEET Of< LE66 IN vERTICAL I-IEIGl-!T AND ARE ADJACENT TO FUel.lC WALKS OF! STREETS REGlUll<E AT MINIMUM 5TANDA11;iD ~ /COYER CROP AND JJTED!. 6) 4 FEET TO !! FEET IN YEF<TICAL I-IEIGl-!T REQUIRE &T ANDARD& ~. '2, AND '3. C! IN EXCESS OF 8 FEET IN YEF<TICAL I-IEIGI-IT !<EGlUll<E 5TANDAfl;ID5 ~. '2, '3, AND '4. !lFECIAL CONDITIONS Al<EAS GRADED FLATTER TI-IAN &d REQUll<E &TANDAll;iD ~ !COvEF< Cf/OP) IM:N Tl-IE'!' I-IAvE ONE OF< MORE Cf 11-lE FOLLOWn-.lG CONDITIONS, A! SI-IEET GRADED FAD5 NOT 5CI-IEDULED FOR IMPROVEMENTS WITI-IIN 6 MONTI-le Cf COMFLETION Cf fWIJGI-I GRADING e) A POTENTIAL EROSION FF<OBLEM AS DETE!,!1INED ey 11-lE CITY. C) IDENTIFIED 6'!' Tl-£ CITY AS I-IIGl-!L Y Yl&leLE AF<EAS TO Tl-IE RJellC Of< I-IAYE !!FECIAL CONDITIONS TI-IAT WARRANT !!"'MEDIATE TREATMENT. AREAS TO eE H'l'DRO&EEDED SI-IALL FIRST ElE DISKED OF! ROTOTILLED TO FROVIPE A FRIABLE, LOO&E 5EED l:IED. 100 D SCALE, N.T.5. FL ANT ING NOTES I. ALL IS GAL. 4 24' 60X TREES TO 6E STAl<ED FER DETAIL5 6, GI, OR I-!, Tl-!I5 Sl-!EET. 2. PLANTING INSTALLATION 51-!ALL 6E IN CONFO~ANCE WITI-! Tl-IE LATEST 6TANDAF<D5 OF Tl-IE CITY OF CARL56AD. 3. CONTRACTOR Sl-!ALL COMPLETE A WEED ERADICATION PROGRAM WITI-! Tl-IE USE OF 'ROUND-UF' HER6ICIDE PRIOR TO INSTALLATION OF ANY IRRIGATION AND PLANTING. ANY MISCELLANEOUS WEED&, TRA51-! AND DE6RIS 51-!ALL ElE REMOYED FROM Tl-IE SITE PRIOR TO ST ARTINC. Tl-IE INSTALLATION. 4. CONTRACTOR 51-!ALL INST ALL GFi!OLINDCOYER TYPICALLY IN ALL Sl-!Rl.16 6EDS AND UNDER ALL TREES AND 51-!Rl.165. SEE PLAN FOR IVY GERANIUM PLANTING LOCATION5 (MA!OR INTER5ECTION5!. SEE PLANT LEc.END FOR SPACING. STREET5CAFE AREAS RECEIVING CARISSA OR Rl-!APHIOLEPIS SHRUBS Sl-!ALL Rl:CElvE GAZANIA '5UNRI5E YELLOW' FROM FLATS • 12' O.C.• ALL OTl-!ER AREAS (EXCEPT Ell0-5WALE, UJl-!ICH 15 TO RECEIVE A 1-!YDRO&EED MIX! 51-!ALL RECEIVE MYOPORLIM PARYIFOLIUM GROUNDCOYER FROM FLATS• 12' 0.C. S. CONTRACTOR 51-!ALL FINISI-! GRADE AWAY FROM 6UILDING5, WALLS, ETC. FOR POSITIVE DRAINAGE TO NATURAL DRAINAGE PATTE~ OR TO ACTUAL DRAIN LOCATIONS FER CIVIL ENC.INEER'5 FLAN. CONTRACTOR Sl-!ALL ACCEPT ROUGI-! GRADE 1/IIZlTI-! OF A FOOT PLUS OR MINU& OF EXISTINC. GRADE TYFICALL Y. 6. CONTRACTOR 51-!ALL INSTALL PRE-EMERGENT l-!ER6ICIDE (TREFLAN OR AFF'ROYED EQUAL! IN ALL Sl-!RU6 6ED5 FER MANUFACTURER'S RECOMMENDATIONS AT Tl-IE COMPLETION OF Tl-IE MAINTENANCE PERIOD UNLESS OTl-!ERWISE IN&TRUCTED 6Y THE OWNER OR LANDSCAPE ARCl-!ITECT. 1-!YDROSEEDED AREAS 51-!ALL NOT RECEIYE PRE-EMERGENT. ,NOT TO SCALI! 1. MIN111..11! TO SOIL 4 FLANT LAOORATOR'T', INC. OF OR,l>NGf, CALIF. Cl!'>':14 N. MAIN STREET, ORANGE, CA ~861 -114-282-8111) AFTER ROUGi-1 GRADING. THI= TEST SI-IALL INDICATE BUT NOT ElE LIMITED TO Tl-IE FOLLOJ!li-t., A. o;!'.,ANIC MATTER CONTENT 6. N,FJ< c. pl-I D.EC E. SOIL TEXTUl<E (PERCENT SILT, CLAY, &AND! F. RECOMMENDATIONe FOR AMENDMENTS, LEACI-IING, AND MAINTENANCE FERTILIZATIONS. Tl-IE 1<1:51.JLTS AND l<ECCl1MENDATION5 Cf TI-E SOIL TESTING LABORATORY SHALL BE !'i.leMITTl=D TO AND AFFROVED BY Tl-IE CITY. Tl-IE AFFROYED RECCM'1ENDATION5 FOR AMENDMENT& AND E!ACKFILL 51-iALL ElE INCORFORATED INTO THE LANDSCAPE PLAN& FRIOF! TO Tl-IE &TART Cf CON5TRJCTION AND 51-iALL eECC!'1E FART OF Tl-IE AFFROVED FLANe. COST OF Tl-!IS TESTING 61-!ALL ElE A PART OF Tl-IE CONTRACTOR'S 6ASE BID PRICE. SPECIFICATIONS Tl-!AT ARE A PART OF Tl-!ESE DRAWINGS ARE FOR 6IDDING F'URF05ES ONLY AND ADJUSTMENT OF 6ID 6A5ED UFON SOIL ANAL Y5I5 RECOMMENDATIONS Sl-!ALL 6E 5U6MITTED TO Tl-IE OWNER FOR APPROVAL. THE RESULTS OF Tl-!I5 TESTING Sl-!ALL 6E Tl-IE 6ASIS FROM UJl-!ICI-! Tl-IE SITE SOIL 15 AMENDED. 8. Ti-IE LAND5CAFE CONTRACTOR 51-!ALL APPLY A 3' DEF'TI-! OF 'WALK-ON ElARK' TO ALL GROUNDCOYER AREAS AS A MULCl-!ING MATERIAL (TYPICAL ALL AREAS RECEIVING G.C. THAT ARE 4d GRADIENT OR FLATTER). SU6MIT SAMPLE TO CITY INSPECTOR FOR AFF'ROYAL PRIOR TO DELIVERY TO SITE. ':I. LOCATE ALL STREET TREE& A MIN. 3' OUTSIDE F'UElLIC RO.W. AND A MIN. OF &' FROM PAYING, 1' FROM 5EWER LINE&. CONTACT LAND5CAFE ARCl-!ITECT IN Ti-IE EVENT OF APPARENT CONFLICT WITI-! ANY UTILITIES. 1111). TREE& WITl-!IN &' OF FU6LIC SIDEWALKS TO 6E INSTALLED UJ/ROOT 6ARRIER5. 6ARRIER6 TO ElE 'DEEP ROOT' LINEAR 6ARRIER 'U6 24-2 OR APPROVED EQUAL, IN5TALLED FER MANUFACTURER'S 6FEC5 --CONTACT MFR. AT --4&5-1668. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-8UJL r• STEVEN HUITER RLA#3392 flEG. EXP. J/J!/07 REVIEWED BY: INSPEcrOR DATF 1-----1--+-----------------t---+--1---+---1 I sJ, I ~C_i_tY __ A_~_!_w_Ga_~_A?_T11c_z;;_f_s_b_a_d~ I SH~~ I □ Steve Hutter Landscape Architects 2725 Collier Avenue San Diego, Ca 92116 Tel: (619) 283-4421 Fax: (877) 717-7946 EMAIT.: L\NDARCH@MINDSPRI~G.COM Pl ANT.ING DFTA/f S FOR: BLACK RAIL RIDGE SUBDIVISION CT 03-13 '1Vf~-~-n ________ _ DA TE INITIAL ENGINEER OF WORI< REVISION DESCRIPTION DATE INJTJAL DATE IMTiAi OTHER Af'fliOVAL CITY APPROVAL ASSISTANT PLANNING D!ffCTOR DATE l---+---+----------------1----1----1---+---+ ~~-=-=-=-=-=-=-=-=-=-=-=-"''.:========-=-=-=-=-=-=-=-::;-';====:::; DR/IWN By: PROJfCT NO, DRAWING NO. CHECXED BY: REVIEWED 8 Y: CT 03-13 422-BL PLOTTED ~/3111)/111)5 REMAINDEl? fA/KEL(J JOO Sf) !'!EMO-.£ EXISTING ---CONNECT TO EXIST NG CANTAMAR IRRIGATION MAINLINE ~t\t}~ti~;:;~-\_.0~'12~1'_}-,-...,_ ; 11.tD 3 ~ \ I I I § @ .---' \ ---1 __ _ V4 DECOMPOSED GRANITE PA TH ( SEE DETAIL ''.A" BELOW) errrA e@JESP ~~-+!Fl 2 1-r(f @.---' ---- r --- P::344.5 J * ALL l'IECYCI.SP 111411!1'! HAINL.INE&, LA'IERALS t ~ iEAP& ellAU. I-IUNTE!lt lltOTO!ll& IN Tl-II& ARl:A , uee l'URf'I.E COI.OR-CODIN(;i INDICAffll l'IECYCL.eP 111411!1'! use. I For l'lllnlfaclnr Into • 9-ter f'lll'7 e.. Pellll Kil,. j 1 P L<lt C-N 91 -Anatf • f1M P i~111:1':. '= '11:i I~~.:, valve 1Ytb91--111"'1 ·4.&F&I •4.CIF61 ESTABLISI, POINT OF CONNECTION FOR RECLAIMED IRRIGA·10, OFF OF IRRIGATION METER PER CIVIL SNG. DWGS. CONNECT DOWNSTREAM Of MANWOl~, WHICH CONSISTS OF, SYM. MFG. J.Ul!l?:lt 1-26 UL MIJNTl!R l•W UL e@)ES . I I I I I I I I I I I I I \ I I I I I 1 I I 4 DESCRIPTION 6EAFt DF!M:N FIOTOR ~ 6EAFt DF!M:N FIOTOR &l"11!1NKLER ......... ~· •"' ...... ~ ... ,, ,:. -:-i_, ,..,. .... ~ ( ::~~!~(/:f i_~, ;:-·:·•/:·.::: .. . ... '• TRITON APN 215-070-08 PM AA<: ~-!:TAIL Nata: CollrlCiGr lo va1l'g eldatfllg P"--1\e. H/2' COPPER WATER SERVICE !-112" METER .1& <art 24' a/• ~~~~~z---3. l'r8MIN loe& lhll 1-112' b4cirllclu !,llfflWIVW-11141111« -4. Pr-,. loea lhll l-112' {Ille val\/e 5,. l'r8MIN lot& 1h11 2' 11111111111111 JS CONTROcLER FOR VALVES 1-18 H/2' REDUCED PRESSJRE BACKFLO\\ PREVENTER APPROXIMATE ELEVATION AT METER 361..0 tifu CJ, <R. 5 P::352.5 TREET N86°58'/4"W 632./9' 8 6 P::360.0 6.~ loff 1"111·112' CClllllol VIIMI To141~1oe& ~ ra :pllrwd r« 9tl ler ce-at1e11t To141~ regutred Aviiiitic~. iiliivitkl!I,..... Al:•ii'w•praua ·""-Elooet (32.5 + ~· pe!J it-t,t.2-- P::367. 0 . , I \ ', . . . • ~"-• ····l.,f-::IJL.---~--zj ,. I :4 __ l · I C ESP41 """"-~· ~ I I I ,----11 I I I I I I I I 7 I I I I i~ I e@JESP4: I j 1,1,f \---'-'---I I I --; I I I I i~ I I -2.5 F6I 1t5F61 J/lllf'61 61if'III. ,42j 1"61 , ___ il,/,f~ _ I . ,.. --0--;J - I * /3+00 12+00 CONTR(J.LER /'(JR RECLAIMED IRRIGATION; RAINBIRD ESP-20LX -SS, PEDESTAL MOUNTED. DO NOT INSTALL IN R.O.W. IRRIGATION CONTRACTOR 10 PROVIDE FtlAL GROll<OC) HOOl·J' FROM ELECTRIC METER/SERVICE HY~RAIJ,IC GRADE LNE WORKING PRESSlilE SYSTEM DESIGN PRESS\JRE PEAK IRRfGATION DEMAND 1..-..;.....;...;..;.. ___ ---:,---::_-::..-::.-::.-::.-::.-::..-::..-::..":'. __ . ___ ·~.---,bl,i~ 715' Tl 3' SLE ½:& 4-) ,. 1fleoal6.-1'111'7 •l'tlNrV.1w--.,_ 11 9 C 1TROLLER FOR VALVES PI-P7 ". , ................ ..c..~-· ONTRO'.LER FOR POTABLE RRIGATION: ~ffi)ID i:SP··8MC·SS, l"'...DESTAL MOUNTED, DO NO INSTALL IN R.0.W. IRRIGATION r;""hJ:mRll:'f1litfeiPROVIOE fi'IAl GRcl,lll:O ➔OOK-UP FROM ELECT C METER/SERVICE I 73.0 Tf I ~----HI\---L-,1 I I P::374. 0 I I I I ,----11 I I I I I I ESTABLISH POINT OF CONNECTION FOR POTABLE IRRIGATION OFF OF IRRIGATION METER PER CIVIL ENG. DWGS. CON~ECT DOWNS7REAr OF '1ANl>OLD. WHICH CONSISTS OF, l' COPPER WATER SERVICE I' METER '·1/2· 'll:DUCED PRESSURE BAC,FLOW PREVENTER AP"ROXIMATE ELEVATION AT METER :i64,0 HYDRAULIC GRADE LINE 60 PSI WORKING PRESSURE 60 PSI 11 ...,.. -. --....:3.£4 tr! P::377.0 p I 5 PSI LO PSI Vl>J.VE 18 • 48,4 GPM SIGHT DISTANCE CORRIIJOR PER FINAL f>IAP LOCATION OF "DO NOT DRll\i\" SIGN PROVIDE CURB SEPARATCR PER DETAIL "C' / L-6 . tlJ r- :ta,. ,,/ C"') ~ -;:::t) 1, ):::.. ~-r- :::t) 0 )::. ~ ~===~==-==~F==~=-= SYSTEM DESIGN PRESSURE 30 PSI -;,=~~~~~ PEAK IRRIGATION DEMAND VALVE P5 • 24.0 GPM ~l.::;~!,._~~---f r~-----~4-----+--L::..:...:.::.::.:.:.::.:.:.:.::.:~==========~_JSTEVENHUT ----::;;;:-------------_..:.,-=--~-1====~===::J::j:::: ._;Rl.;;:1.A.:;·#.:;JJ.:;92:....;;;.:;G·..:E;;;.X~:....;· J;.;/J.:;.11::.:.01 _____ _._ __ __, ~ APPROVED FOR PLANTING AND R/:Vl£Wc[J BY: Steve Hutter SEE SHT. L-5 FOR IRRIGATION NOTES IRRIGATION ONLY, INCLUDING PRECISE f1.J ! ~ ~i..;;1-t Landscape Architects LOCATION OF PLANTING AREAS. iNSPEcrOR • ··•····· ·• .... 1.~ 2725 Collier Avenue DATE NORTH San Diego, Ca 92116 Tel: (619) 283-4421 Fax : (877) 717-7946 EMAlli LA!,'DARCH@lllN!lS!'RING,COM 20 40 60 SCALE IN FEET SCALE= 1• : 20'-0" l----+----+-------------1-----1---+---l---l rn City ~!NG£~;;.!sba d I sirs I :::::=:::::::-=====================:'.....:====: DATE INITIAL ENGINEER OF WORK REVISION OESCRI PT/ON DATE INITIAL OTHER APPROVAL DAT£ INITIAL CJrv APPROVAL IRRJGA TlON PLANS FOR: BLACK RAIL RIDGE SUBDIVISION CT 03-!J DIW<W BY.· CHEarEo BY.' REviEWED BY.· Plio.JECT No. CT 0J-IJ IJRA WING NO. 422-BL J IRRIGATION LEGEND -SPRINKLERS -RECYCLED WATER 5-YM. MFG. o RAIN6IRD 0 'V (9 Q RAIN6IRD e J, RAIN6IRD J, RAIN6IRD ' l MODEL Sl2-PL-FC-2 * -3 -4 -!:, -6 -8 IW6-8-l-!-PCS-IZl3IZI * -F-PC5-IZl6IZI 181Z16-NP'!'.'l!:>Q (QTRJ I81Z16-NP-I!:> T CT J I806-NP-l!:>I-! (1-!J IW6-NP°!'l2Q IWf>-NP-I2T !Wf>-NP-I21-1 1806-N -00 IWf>-NP-8T (T ! l81Z16-NP-81-! (1-!J (QTR! (T! (I-!) DE5CRIFTION GEAR DRIVEN ROTOR SPRINKLER (SET TO 9IZI' J 1212)' ± IW'± 1812)'± 24IZl'/21IZl'I 3f>IZ)" UNDERSIZED Sl-!RU6 POP-UP (1-!ALF PATTERN) 'V FULL IE>' R 6' POP-UP SPRAY 1-!EAD - J, QTR Tl-!IRD 1-!ALF 12' R &PRAY 1-!EAD ON 6' POP-UP -QTR I Tl-!IRD 'V 1-!ALF 8' R FLAT S~Y 1-!EAD ON 6' POP-UP -QTR. I TI-IIRD ~ I-IALF 412) 4IZI 412) 412) 412) 4IZI 312' 312) 312) 312) 312) 312) .312) 312) .312) 3!Zl .312) lb 2.1 3.1 .3.8 4.!:> 6.4 12)..3 IZlb IZlb IZl.9 1..3 !Zl.4 05 !Zl.8 1212)' IW' 2412)' 2112)' 3612)' IW .3612) 912'' 1212)' IW' 911)' 12!Zl' IW' 912'' 1212)' 1812)' 31' 39' 41' 41' 4.3' 39' 4' 3' IS' IS' IS' 12' 12' 12' 8' 8' 8' ETAIL E / !:> E/ S E / !:> J, "' FINl&H <!ol'IADE / MULCH WALKS,, CI.JFi!e6, ETC. '!{'---FOF-UI"' -INKLE,. HEAD In" X In" FIFT X FIFT p,c ELL In" MAF<LEX &TIOEET ELL /MIFT X FIFT J ::::2~=--------In' &C>-1. 811!) P>'C TH!eADED 12· ,.1ee,. :::::::2~~=========== In' MAF<LEX &TIOEET ELL /MIFT X FIFT J P>'C LATEl<AL LINE ________ &CH. 4" P>'C & X & X FIFT TEE OR ELL NOTE, -CON;-,.Ac;TOR &HALL IN&TALL MINell'<D &AM YAL Ye& , ToiqQ HI-FLOW &I-IUT-a=,= DEVICES CN. ALL HEAD& IN enoeeT ,.1<:;HT-0!'-WAY -INST ALL !!F'F!INKLEF< HEAD& 12' FF<OM SIDEWALK&. CUlOe&. &Tl'!JCTUFil:&, AND PAVEMENT fc\ POP-UP SPRINKLER W / ~ ~WING JOINT SCALE• N.T.8. " ADJl.16T ANGLE OF !!PRINKLE!ll FO!ll OPTIMUM COYEl'<A6!: ....._ ONSLOl"ES FINISH GAADE NOTE, -CONTAACTOl't SI-IALL INSTALL ANTI-DAAIN VALVES, AS REQUIRED, TO Ffi:EVENT LOW I-IEAD DAAINAGE 12' FOR !llOTOR-TYFE 6f'RINKL.E!ll -INSTALL $Fl'tlNKLE:l't l-lEADS MINIMUM E,' FROM SIDE:WALK5, cu~s. • FAVEME:NT -USE 3/4' FITTINC,S AND RISE~ WI-IEN SPRINKLER INLET 16 3/4'♦ C GEAR-DRIVEN POP-UP SPRINKLER SCALE• N.T.S. NOTES, NOTES, l"LA&TIC VALVE' eox INSTALL I' AeOYE FINl&l-1 GAADE FINISl-1 <sAADE eel-I. l!IIZ) 1"VC Nll"l"LES eel-I l!IIZ) UNION ffl"!~~,;,,,.,,,--!!CI-IEDULE &It) 1"VC Nll"l"LE!! eel-I 4£) 1"VC FEMALE ADAFTE !TYl"ICAL! 1"VC MAINLINE FIL TE!ll FAe!lllC !TFl:EVIAA FOL YE&TER OR AFF!llOVED ~----&UelllTUTE• COYER eox FIFE ~ING!! ----eALL VALVE' !SIZE l"El't FLAN! WIT X T CONNECTION l"EA GAAVEL -I!,' DEl"TI-I SET eox LEVEL ON -4 STANDAl'tD !'!>l'tlCK 6Ul"1"0t'[TS -FOR RECYCLED WATER U5E l"Ul'IFLE LID ON ALL VALVE ee>XES l""l e3 RAIN6IRD RAIN6IRD 181Z16-NP'!:'l!:>55T -PCS-IZl9'1) 181Z16-NP-1!:>EST-FCS-IZl6IZI SIDE STRIP ~y (6' POP-UP! END STRIP SPRAY (6' POP-UP! .312) 3!Zl .9 b RECT. 4'x2f>' RECT. 4'x2IZI' E / !:> E / !:> RAIN!IWITCl-1 MOJNTED ON !!IDE OF CONTROLLER IN MANUFACTUF<l:R'5 !T""'"1-1-~---PEDESTAL MOUNT CONTROLLER IN -FOR F<l:CYCLED WATER USE FURFLE LID ON ALL VALVE !30XES -QJICK COUl"LEl'i!l! 61-IALL ee OF A TYl"E AF'F!llOVED FOR RECYCLED WATER USE. NOTES, -TAPE CONTIO!OL WIRES TO MAINLINE 1£)'0.C. l"LASTIC VAL VE eox rFOR RECYCLED WATE!ll 1.16E RJ LID ON ALL VALVE' !'!>OXE!!! RAIN6IRD * I81Z16-NP-!:>-CST-PC5-IZl4IZI CENTER STRIP STREAM 6U66LER (6' POP-UP! .3!Zl .4 RAIN6IRD IW6-Nl-55-16Q-SLA STREAM S~Y ON 6' POP-UP -QTR.-LOW ANGLE 3!Zl !Zl.8 RAIN6IRD IW6-NP-55-I61-!-SLA STREAM S~Y ON f>' POP-UP • 1-!ALF-LOW-ANGLE .3IZI lb RAIN6IRD IWf>-NP-55-22Q STREAM S~Y ON f>' FOP-UP -QTR. .3IZI !Zl.8 RAIN6IRD IWf>-NP-55-221-1 STREAM S~Y ON f>' FOP-UP -1-!ALF .3!Zl lb RAIN6IRD IWf>-NP-SS-22F STREAM S~Y ON f>' FOP-UP -FULL .3!Zl .32 * A-L RECYCLEJ WATE~ MAl'"LINES, .ATERII.LS & SPRIN~LER HEII.DS SHALL USE PURPLE COLOR-CODING INDICATING RECYCLED WATER USE 912)' 912)' 912)' 911)' 912)' l'x8' 16' If>' 22' 22' 22' E / !:> E / !:> E/ S E / !:> E / !:> E/ S INSTALL VALCON (OR AFFROVED EQUAL) ANTI-DRAIN VALVES !3ELOW 1-!EAD TO FREVENT LOW 1-!EAD DRAINAGE. CONTRACTOR TO SUPPLY RAIN6IRD PRESSURE-COMPENSATING SCREENS TO EQUALIZE PRESSURE 4 REDUCE RADIUS AS REQUIRED (ALL SPRAY 1-!EADSJ. CONTRACTOR MAY SU6STITUTE EQUIVALENT 1-!ARDIE FOF-UF 60DIES FOR RAIN6IRD 60DIES (6UT NOT NOZZLES -RAIN6IRD NOZZLES 4 PCS SCREENS ONLY IRRIGATION LEGEND -EQUIPMENT + CONTROLS SYM. MFG:. MODEL DESCRIPTION DETAIL 1M) --li'i<i'i<ICiiATION METEl'i< FEiii< C.M.llJD. CMUJD DUX::.. 'W-4 * --FOINT OF CONNECTION TO WATER SERVICE CMUJD DUJ5. 'UJ-21Zl VANDAL-1'<1:Sl!!TANT VANDAL-RE!ll&TANT METAL CA!'!>INET ENCL05UF<I: __ _..., ,._ . !:, FRONTVIEW CONTROLLER FEDEeTAL -INSTALL FER MANI.FACTUFl:ER'5 INSTl<UCTION5 CONCF<l:TE eASE FINISH Gl'!ADE !FLUSH W/ CONC. !'!>ASE IN TURF, 2' eELOW IN Gol'IOI.NDCOVER! NOTE&, ALL WIRING 61-IALL eE IN&T Al.LED FER LOCAL CODE ALL ELECTRICAL CONNECTIONS TO BE MADE W/ DRl-&l"LICE CCNNECT~ 12£) VOLT AC 60 HZ ELECTRIC CONDUIT FROM FOJ.ER eoJRCE :!/4' RIGID 5U.EEF ELL CONDUIT FOR FOIi.ER !lOJF<CE '----4' DIA F'VC LONG SIi.EEi" ELL ..______ DIRECT BURIAL WIRES TO VALVE& 13UNDLE AND T AFE 10' O.C. WALK, CURB, ETC. .,,--GlUICK COUPLER _.,,--':I' DIA VALVE 60X 12' MAX \' A60VE FIN. c:;RADE OF MLILCl-1 ,--FINl&I-I GRADE &--MULCl-1 ~---PVC ELL O\li! TEE "-----!2) RED 6RASS STREET ELL5 "-----RED 6RASS NIPPLES (3) ~----RED 6RASS STREET ELL -1.16E TEFLON T Al"E ON ALL TREADED JOINT& FIL TE!ll FAel'tlC /TREVll'tA l"OL YESTE!ll Ol't Al"Fl'tOVED EQJALJ -COVEl't !'!>OX FIFE OPENING!! TO FREYENT &OIL ENTRY SEE : I SPECS FOi<! FIFE DEFTl-1 , I;:; FLOW 12' MIN. DISTANCE TO l"AVING ,--FINISl-1 Gl'tADE TO BE I' BELOW ElOX COYEl'I: l"AVING Ol'l !lTIIIUC11Jl'lE !ll"EAl'i!l! 'DRl-!!l"LICE' EFOXT-FILI-\SD WIRE CONNECTORS 2' !!Xl"AN!!ION COIL& AT WIFl:E CONNECTIONS, l<!l ILl'tA1"5 AROUND A In' FIFE l"VC ELL. LATEAAL LINE SIZE (TYF.! SCH &It) 1"VC Nll"l"LE !eET1LEEN EACH VAi.YE AND UNION! !!C1-I &It) UNION INSTALL 6UeHING IF REQ'D, TO MEET LATERAL SIZE. FEMALE T. X F.T. INSTALL eox LEYEL ON FOU!ll er ANDAF<D 6RICK 5UFl"ORTS 6' MIN. CLEAR !lCl-1 &It) 1"VC Nll"l"LE1 VAL VE !!IZE VALVE', MAY eE !lMA~LER THAN LINE e1ze NON-PRES. LINE TO -INKLEl'i!l! &' DEFTl-1 FEA c:;AAYEL TXT !'!>ALL vALY£, SEE I- FLAN FOR LOCATIONS 1"VC Me X FT, 13Uel-llNG IF l'tEGl'D -CONTROL WIRE& TAFED TO MAIN 1"VC TEE OR ELL FROM VALVE MANIFOLD (F'REe.&URE LINE MIN. 18' l!ll!!LOW GAADEJ -RW--Pac Western (Sch 4IZI for 1-1/2' + emallerJ IRRIGATION MAINLINE (FURPLE -FOR RECYCLED UJATER! (Claee 3IS for 2' + lar9er! Pac Western (Sch 4IZI for 1-1/2' + emallerJ IRRIGATION MAINLINE -FOR POTABLE UJATER ----/Claes .31S for 2' + larger! ...... ZURN/WILKINE ~1&-XLU 2' DIA. REDUCED FRES. 6ACKFLOUJ FREvENTER A/6 A/ 6 [SEE DETAIL J/6 < CMU.P Du.ts. 'IIJ-2£) ! ® ~:~:T~-T AL MOUNT CONTROLLER ® ~~~~s. COUPLING VALVE ® AUTOMATIC CONTROL VALVE B-----scALE• N.T.S. 0 HAMMOND 6&01 6RONZE BALL VALVE (LINE SIZE) & RAINBIRD FES-B SERIES ELEC. CC111TROL VALVE (RECYCLED UJATER! -SIZE FER FLAN ~ RAINBIRD FGA SERIES ELECTRIC CONTROL VALVE -SIZE FER FLAN FAC. WESTERN CL 200 FVC (CL 3IS FOR !12'4>) IRRIGATION LATERALS -MIN. 12' BELOW GRADE , FAC. WESTERN CL 200 FVC (CL 3IS FOR ½'4>) IRR LATERALS -MIN. 12' BELOW GRADE (PlJRFLE! IIEI RAINBIRD ESF SERIES -SEE FLAN FEDE5TAL MOUNTED IRRIGATION CONTROLLER --FAC. WES TERN Under Vehicle Favlng Shall be ln FVC Sch 60 Sleeve w/ 30' cover (Malns,Wlrlng,Lats) -- (Sleeving) Under Pedestrian Faving Shall be in FVC Sch 40 Sleeve w/ 16' cover (Maine,Wiring),, Under Fedestrian Faving Shall be in FVC Sch 40 Sleeve w/ 12' cover (Laterals) [!] HUNTER AVB-I00 I' DIA. ATMOSFl-!ERIC VACUUM BREAKER ® NELSON 164S I' 4> QUICK COUPLING VALVE -REC-,.-CLED UJATER 5Y5TEM5 RAIN13IRD 44LRC I' 4> QUICK COUPLING vALvE -POTABLE UJATER SYSTEMS e wcs RG-VR RAIN SHUT-OFF SWITCH WNANDAL-RE5ISTANT KIT [gESP4 RAIN6IRD ESF4 4 6TA IRR CONTROLLER -SINGLE FAMIL-,.-LOT 5LOFE6 IMVI RAINBIRD FE6-6-FR5 SERIES FRE6.-REGULATING MASTER CONTROL VALVE (ONE FOR EACI-! MASTER IRRIGATION METER) ALL RECYcCED WATER MAINLINES, LAT:RALS & SPRINKLER HEADS SH.~LL USE PURPLE COLOR-CODING INDICATING RECYCLED WII.TER ~SE STATION NO. (~l~~) VALVE SIZE TRIANuLE INDICATES GALLONS FER MIN. RECYCLED WATER VALVE SPECIAL ON SITE NON-POTABLE WATER NOTES I. I He INSIALLATION FOR [He IR,IGA"IION WATE:R SYSTEM SHALL CONFORM TO T~E REGULATIONS FOR THE CONSTRUCTION OF IRRIGATION WATER SYSTEMS WITHIN n-= CITY OF CARLSBAD AND n-E ACCOM- PANYING PLANS AND SPFCIFICATIONS. 2. ALL ON-SITE COI\STANT P~ESSURE RECYCLED AND POTABLE WATER l"AIN L·NE PIPING INSTALLED ON THIS PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITH THE CITY OF CARLSBAD RcGULATIONS AND T~c IRRIGATIONS SPECIFICATIONS. 3. ALL PIPES INSTALLED ABOVE OR 3ELOW THE GROUND THAT ARE DESIG~ED TO CARRY ,ECYCLED WATER SHALL BC COLORCD PURPLE OR DISTINC"IV[L Y WRAPPCD WITH PURPLE TAPE. 4. MARKING CN THE PJRPLE COLORED PVC PIPE SHALL INCLUDE THE FOLLOWING: CAUTION RECYCI FD WATER. NOMII\AL PIPE SIZE. PVC-1I20. PRESSURE RATING IN POUNJS PER SQUARE INCH AT 73 DEGREES. ASTM CESIGNATIONS SUCH AS 1785, 2241, 2672, 3139. PRINTING SHALL BE PLACED CONTINUOUSLY 0~ TWO SIDES OF THE PIPE. 5. Al I RFCYCLED WATFR SPRIN~I FR CO'ITROI VAi VFS SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", FLJRPLE IN COLOR WITH T~E WORDS "WARNING - RECYCLED WATER -DO NOT DRINK" I1-'PRINTED ON ONE SIDE, ANJ "AVISA -AGUA IMPURA _ NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AN) BLACK IN CCLOR. USE TAGS AS 1-'ANUFACTURED BY T. CHRISTY ENTERPRISES OR A"PROVED EQUAL. 3. ONE TAG SHALL 3E ATTACHED TO EACH VALVE AS FOLLOWS: A. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-W~AP, OR B. AT"ACH TO SOLENOID WIRE DIRcCTLY OR WITH PLASTIC TIE-WRAP. A/s e/S e/S A/6 A/6 F/ S A/6 - DI& DIS FIS FIS e/S 6. WARNING TAPE SHALL BE USED ON ALL CONSTANT PRESSURE MAIN LINE PIPING CARRYl'IG POTABLE WATER. RECYCI FD WATFR MAINI INF SHALL HAVE WARN NG PIPE INSTALLED IN TWO LOCATIONS--I) AF" XED TO TO" OF r PE AND 2) TWELVc (12") INCHES ABOVE PIPE. 7. WARNING TAPE SHALL BE MINIMUM CF 3 INCHES WIDE AND SHALL RUN CONTINUOUSLY =o, THE ENTIRE LE~GTH OF ALL CONSTANT PRESSURE MAIN LIN[ PIPING. THI: "APc SIII\LL BE I\T-ACIIED TO TIIE TOP OF THE PIPE WITH PLASTIC TAPE BA~DED A,OoND THE WARNING TAPE A~D THE PIPE EVERY FIVE FEET ON CENTER. 8. WARNING TAPE FOR THE CONSTANT PRESSURE POTAB.E WATER Pl 0 ING SH!\L" BE BLUE IN COLOR WITH THE WORDS "CALTION BURIED WATERLINE BELOW" li"PRINTED IN MIMIMUM I-INCH HIGH LETTERS, BLACK IN COLOR. I'1PRINTING Sf-ALL BE CONTINUOUS AND 0 ERMANENT. 9. ALL P,cSSLRE MAIN LINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTAL'_EC TO MA NTAIN 10 FEET MINl'IUM HORIZO~TAL SEPA,ATION F,OM ALL POTABLE WATER PIPING. WHERE RECYCLED AND POTABLE WATcR PRESSURE MAIN Ll~E PIPl~G CROSS, THE RECYCLED wA-=R "IPING SHALL BE INSTALLED BELOW THE POTABLE WATER CROSSING IN A PURPLc COLORED PVC SLEEVE PER SLEEVE'S NO-ES, WHICH EXTENDS A MIN. OF 10 FT. ON EITHER SIDE OF THE POTABLE WATER Pl 0 ING PROV DF A MINIMUM VFR-ICAL Cl FARANCE OF 12 INCHES. CONVENTIONAL (WHTE) PVC PIPE MAY BE USED FOR SLEEVl~G MAT=RIAL IF T IS TAPED WITH 3 INCH WIDE PURPLE WARNING TA"[ WHICH READS CAUTION -,ECYC_ED WATER". 10. THE l,RIGATION SYSTEM HAS BEEN DESIGNED TO, AND MUST BE OPERATED BETWEEN THE HOURS OF '0:00 P.M. AND 6:00 A.M. UNI FSS OTHFRWISF CDIRECTED BY THE CMWD. I. ADJUST SPRINKLER HEADS TO ELIMINATE OVERSPRAY ONTO POOL DECKS, PRIVATE PATIOS, STREETS s1o=wALKS, ETC I I 2. ALL POP-UP TYPE S0 RINKLER HEADS INSTALLED IN LAWN AREAS SHALL BE NSTALcED SC THE TOP OF TI-E SPRINKLER HEAD IS FLUSH WIT7 ADJAC[NT SIDE- WALK OR CURB. I L 3. 110/120 VOLT ELECTRIC:AL POWER OUTLET AT THE AUTOMATIC C:ONTROLLER OCATION SHA.L BE PROVIDED BY OTHERS. IT SPALL BE I HE RESPONSIHII 11 Y Or HE CONTRACTOR TO MA.KE TH= FINAL HOOK-UP FROM THE ELECTRICAL OUTLET T TO THE AUTOMATIC CONTROLLER. 14. I~ ADDITION TO TH[ CONTROL WIRE SLEEVES AND PIPE SLEEVES SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLAT ON OF CONTROL WIRE AND PIPE SLEEVES OF SUFFICIENT SZE UNDER ALL 0 AVED AREAS. 15. INST ALL POP-UPS W/IN 10 FT. OF ALL PcDESTRIAN USE (PcR Cl I Y Or CARLS3AD) 16. INSTALL C7ECK VALVES AS NEEDED TO PREVENT LCW HEAD DRAINAGE. 17. A PHYSICAL SEPARATION SHALL aE PROVIDED Be-WEEN ADJACENT IRRIG.ATION AREAS USING RECvCLED WATER AND POTABLE WATER. SEPARATION SHALL BE P,OVIDED BYD STANCE, WALLS PER C'VIL DWGS., OR CONCRc I c MOWS I RIPS --scE P.AN FOR LOCATION OF MOW STRIPS AND DETAIL 'C 0~ SHEET 6 .. 18. DRl~KING WATFR FOUNTAIN (NORTH SIDF OF RFC. BLDG.) AND FlrLJRE EATING AREAS (IF ANY) SHALL BE PROTECTED AGAINST COI\TACT WITH RECYCLED WATER SPRAY, MIST, OR RUN-OFF. 19. BEST MANAGEMENT PRACTICES SHALL 3E USED ·c ELIMINATE OR CONTROL TO n-E BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVERSPRAY, AND MISTING. 20. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HE:ADS, VALVE BOXES, ETC) SHALL BE COLOR-CODD PURPcE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTI I AND SAFETY CODE. 21 EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF TYE PRESENCc OF RECYCLED WATER. PERSONNEL MUST BE INFORMED T'1AT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND !SNOT APPROVED FOR DRl~KING PURPOSES, HAND W/,SHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN Tf-E LANDSCAPE INDUSTRY IT IS IMPORTANT THAT THIS 'NFORMATION BE DISScMINATED ON AN ALMOST DAILY BASIS. IRRIGATION NOTES I. LANDSCAPE CONTRACTOR TO VERIFY LOCATION OF WATER METER/SERVICE AND INSTALL 6ACKFLOW PREVENTION DEVICE DEVICE IN 51-1RU6 BED AFTER 06T AINING AFF\li!OVAL F\li!OM c,rr 6ACKFLOW 5FE:CIALI5T FOR FROF051:D LOCATION. 2. IRRlc:;ATION SYSTEM 15 51-10\lN DIAGRAMMATICALLY. LOCATE ALL PRESSURE-SIDE EQUIPMENT W/IN FLANTINc:; AREAS, AND WITI-IIN LOT METE& AND 60UND5 !NOT IN 5TREET RO.WJ c:;ROLJp PARALLEL FIFE IN 5INGLE TRENC!-IE5 ll.1-<ERE FOS516LE. 3. ADJU5T ALL I-IEAD5 FOR EVEN COVERAG.E AND TO AVOID OVERTI-IROIJ.I ONTO WALLS, WALKS, • BLDG. CONTRACTOR 15 RE5FON516LE TO INSURE I1Zl1Zl% COVERAG.E WITI-I 11Zl% OVERLAP. -4. IN5TALLATION OF IRR\c:;ATION EQUIPMENT 51-iALL MEET OR EXCEED Tl-IE MINIMUM 5TANDARDS OF Tl-IE CITY OF CARL56AD. !i. 6ACKFLU51-1 ALL LINE& PRIOR TO I-IEAD/6U66LER IN5TALLATION. 6ACKFILL TO 6E FREE OF DE6Rl6 • ROCKS LAR6ER TI-IAN 2'. b. CONTRACTOR 15 RE6FONSl6LE FOR IN5TALLINc:; CI-IECK VALVE5 WI-IERE NECESSARY TO PREVENT EROSION CAU5ED 6Y LINE DRAINAGE. 1. ANY 5U65TITUTION MUST BE Af'Flo!OVED 6Y Tl-IE CITY OF CARL56AD PLANNING DEFT. e. IRR 5Y5TEM I-IA5 BEEN DESIGNED 6A5ED ON STATIC f"!oiE55URE READING, OF l\(ZI PSI (FOTAEILE WATER! AND~ PSI !!<!:CYCLED MAIN) -VERIFY PRE66URE PRIOR TO ORDERING OF MATERIAL!!> OR 6Ec:;INNINc:; TRENC!-IING. ':I. Ca-lTRACTOR TO INCLUDE !:,,z, EXTRA SPRAY I-IEADS (INCLUDING INSTALLATION) IN SID TO COVER UNANTICIPATED FIELD CONDITIONS. DATE IIZl. CONNECT CONTROLLERS FER MANUFACTURER'S INSTRUCTIONS TO IIIZlV. AC ELECTRICAL SERVICE PROVIDED SY OTI-IERS. IRRlc:;ATION CONTROL WIRE TO BE LOCATED 6ELOW MAINLINE. TAPE , 6\JNDLE • l!Zl' O.C. LOCATE WIRE IN CI-IASE FIFE UNDER FAVINc:;. CONTRACTOR 16 RE6FON5I6LE FOR LAYING ALL CI-IASE FIFE PRIOR TO CON5TRUCTION UNDER WALKS, ETC. 5LEEVE5 TO 6E TWICE Tl-IE DIAMETER OF IRR FIFE: A6 61-iOJ.N ON FLAN. II. CONTRACTOR TO IN5TALL ALL CONTROL WIRE UNDER PAVING, WALLS , OTI-IER IMPROVEMENTS IN SCI-I -4IZl FVC SLEEVES. 12. CONTRACTOR TO PROVIDE c:;UARANTEE5 N~AL TO Tl-IE TRADE OF ONE YEAR FOR ALL FARTS AND IN5TALLATION. □ □ Steve Hutter "AS-BUILT" Landscape Architects 2725 Collier Avenue STE /EN HUTTER San Diego, Ca 92116 RLA#JJ92 REG. EXP. J/3I107 Tel: (619) 283-4421 APPROVED FOR PLANTING AND REVIEWED BY: □ □ Fax: (877) 717-7946 IRRIGATION ONLY, INCLUDING PRECISE EMAL, LANJ~. co.t LOCATION OF PLANTING AREAS. ------ iNSPFCTOR DATE I s~Sr I City of Carlsbad I ~e~rs I PLANNRING DEPA.RTMENT IRRIGATlON lEGEND I DETt!LS FGR: BLACK RAIL RIDGE SUBDIVISION CT 03-/3 ):OVf~L~ Jl~Jo,os ASSISTANT PLANNING DIRECTOR DATE ,WIT/AL DATE /NIT/Al DtTE /,V./TIAl DRAWN BY: PROJECT No. DRAWiNC NO. CHtCXtD 0Y: ENGINEER OF WOR!f REVISION DESCRIPTION OTHER APPR'JVAL CITY /.PPROVAL Hfl'lEWED BY: I CT OJ-/J I 422-BL PLOTTED ':l/31Zl/~ E ~ I"\.\ f"\') I Oo ....... K ND fES: L THERE SHAil B£ NO FITTINGS OR CONNECTIONS BETWEEN lHE METER AND BACKFLOW ASSEMBLY. 2. CONSTRUCT Z° HIGH RETAINING WALL ON 3 SIDES OF BACKFLOW PREVENTER WHEN INSTALLED ON 4:1 OR GR.EATER SLOPE. □0PEN ENO SHALL BE A TDO'{i/,JHILL SI £ OF SLOPE. PROVIDE 2 HORllON !Al CLEARANCE BETWEEN WALi AND BACKfLOW PREVFNTER. 1 DO NOT INSTALL IN AflEA SUBJECT TO. FLOODING. 12' MIN. 36" MAX. VJ 3 ,_ITEM 1 DESCRIPTION . -. . -':';pFr'lJ2fu[ METER AND VALVU. l;!Y OISTRICT ). ·----···~---+-----,..-J 2 3 -··· 4 5 " 6 .. TYPE K rlARO OR TYPE L HARD COPPER OR BRASS RISER-·-•····--. · 9 __ COPPER OR BRASS 90' EL13,JW l SOWER JOINTS OR fHREADELJ .. .f.l.HING:'i..J COPPER OR BRASS NIPPLE. BRASS UNION.· , •.. 8 APP0 0 0 BACKFLOW PREVENTFR ASS!;:MBLY1,... _______ -+-----I CONCRETE THRUST BLOCK --~~ ·---~---t-----1 -~-1-~M=E=,TF=R~B.OX(BYDISTRICT-1)~. ------~-----+-----1 l----t--"------------··----------+-----1 1---+-----~----------~--• ... -.-+-----i .· REV. APPROVED DA TE CARLSBAD MUNICIPAL WATER DISTRICT 2 INCH AND UNOER BACKFLOW. INSTA.LLATION STANDARD owe. NO. 6·04 DATF W20 REDUCED PRESSURE BACKFLOW PREVENTER SCALE, N.T.S. PLAN 9 ELEVATION BARRETT ENGINEERED PUMPS PO BOX 13130, 1695 NATIONAL AVE. SNA DIEGO CA 92113 (619l 232-7867 (619 232-3029 FAX www. arrettpump.com 11---PUMP ENCLOSURE (SEE SIZE BELOW) 1. CLOSE-COUPLED CENTRIFUGAL PUMP, CAST IRON BRONZE FITTED. . ~ N Ill ' N SI.OF!, 1/4'/l'T. "3 • 16' o.c. CEMENT FLASTE!ii FINISI-I (BliiOIJ.N_i ~~l:,' SCliiEED 12X8Xl6 CMU SOL ID GliiOUT •4 • 32' oc. ----FINISI-I GliiADE • z , -, ]' CONCliiETE FOOTING I: 'I @ 2' SOUND WALL G~---- scALE• N.T.S. 8' WIDE CMU CAP TO MATCI-I BLOCK 8X8X16CMU I· STUCC O FIN / 60TH SIDES ' I GROUT ALL CELLS) l.l,..:J------/H) • 4 6ARS AT 16' oc. •j..11------IV)•!'; 6ARS AT 8' OC. . . I • I ~-4 -• !; 6ARS TOP' eoTTOM N0. 4 1'£1NFORCEMENT BAR STEEL FROM WALL TO FTG. TO ALTERNATE !'ROM SIDE TO SIDE COMPACTED SU6-GRADE TOP OF WALL OR FENCE l':l'SGl 19' i!GllARE PILASTER CAF 1• 1• "CW-503 SANTA FE 6lff ) ..:;:::::::::~-:..----· FRCl'1 '5TEF50NE, INC.' ,-R.C.P. /61'9) 460-':ll01 ----t=l':=3~V:,:?77:".'"'.f lo&x8xl6 CMU COLUMN I / F'LAElTIC VALVE eox W/LOCKING LID I' A50VE FINl51-1 G.i'<ADE ElCi-1 SIZl l"VC Nll"!"LE& ElCi-1 SIZl UNION '""'"' ~ !!Cl<EDULE SIZl FVC Nll"t"LE& ElCi-1 4"" l"VC FEMALE ADAl"TElii (TTFICALJ FVC LATEliiAL LINE SET eox LEVEL ON 4 er ANDAP<D 6JO?ICK &UIAFF"<O""liiCl'f!T& 0 PRESSURE REGULATOR D 1--------- scALE• N.T.S. I< liiECYCLED WATER ll"lliilGATION MAINLINE W/SLEEYE NOTES, ALL RECYCLED WATER IRRIGATION FIFE AND SLEEVES SHALL 6E PURPLE AND LA6ELED AS SPECIFIED IN STANDA~ SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS', 'CARLS6AD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS', OCTO6ER, 1':l~ E POT ABLE SERVICE LINE CROSSING SCALE• N.T.S. CMETER eox W/METER CURe----. " lb'-iZl' OC. (FIELD VERIF J (SOLID GROUT) J ½-f7r7Jl-----STUCCO FINISH TO I MATCH ARCH. GAL V. STUCCO SCREED FAINT EXPOSED 6LOCK TO MATCH STUCCO FINISH GRADE CONCRETE FOOTING 16 II SQUARE STUCCO COLUMN RECTCLED UJATER lliiliilGATION _______ _, MAINLINE W/SLEEYE lli!l' MINIMUM TO POTABLE MAINLINE IN STREET NOTES, VERTICAL CLEARANCE OF 12' MINIMUM IS MANDATORY WHEN CROSSING FATH OF A FOTA6LE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24' FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY liZl' HORIZONTAL CLEARANCE FROM FOTAL6E MAINLINE IN STREET. F POT ABLE MAINLINE CROSSING SCALE• N.T.S. AND WIRING IN PIPE PIPE CONOUIT THE SAME TRENCH -y_>: -' y_>: »"' .,-. ~" ~~ ~ ~" \: SECTION YIEW Q >::::::"' ~·.·e~·•~"' 0 >::::::"'~ ..,. ,;.:::c ' 1/' ,, "'✓/ :-., '" \. ),,. . :.,,,, . ,1 ~ ·o :{1-~r/,~ . ~ ON RECYCLED MAINS NATIVE COMPACTED BACKFILL, FREE !;>F INSTALL TWO (2) SAND DEBRIS AND ROCKS LARGER THAN 2 DIA. WARNING TAPES AS BEDDING MATERIAL (TYPICAL -ALL 4 SECTIONS) SHOWN. TYPICAL =='.71 WIRE W/0 CONDUIT RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUNDLE AT 1 □-FOOT INTERVALS. NOTES: ALL SOLVENT WELD PLASTIC PIPING TD BE SNAKED IN TRENCH AS SHOWN. PLAN VIEW TIE A 24-INCH LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 30" OR GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. 1 SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHED. 80 PVC (UNDER YEH. PAVING) TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. (SCH 40 UNDER PED. PAVING) 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. PVC LATERAL PIPE NOTE: PLANT MA TERI AL /---FINISH GRADE ~--ROTOR POP-UP SPRINKLER, RAIN BIRD T-BIRD MODEL T-12-C ~--PVC SCH BO NIPPLE (LENGTH AS REQUIRED) ~--PVC SCH 40 ELL ,,---PVC SCH 40 STREET ELL ~--PVC SCH BO NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 TEE OR ELL 1. A SWING PIPE ASSEMBLY MAY BE USED WllH FLOWS LESS lHAN 4 GPM, 0 ~~T~~ POP-UP SPRINKLER RECLAIMED ll"lliilGATICN SIDE GRADE -FITCI-I TO DRAIN AT MIN.2"-FALL C NOTES, I) LOCATE 112' DEEP !lCORE JOINTS • MIN. 21i!l' OC. 2J Wi-!ERE CUR6 CliiOSSES DRAINAGE SWALE, !IAIOC:UT ½' WIDE GAF TO ALLOW Dl'<A INAG.E CURB SEPARATOR (for Irrigation) SCALE• N.T.S. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS_ "AS-BUILT" STEVEN HUTTER 2. NEMA 4X SIMPLEX CONTROL PANEL FOR AUTOMATIC OPERATON. 3, BRONZE 1 / 4 TURN ~ VALVE. 4. BRONZE NON-ADJUSTABLE FLOW SWITCH. 5. 2 INCH lYPE "L" COPPER. RLA#JJ92 REG. EXP. J/J!/01 SCALE• N.T.8. (SEE PLAN FOR LOCATIONS! L__:~~:__ ________________________ j_ _____________________________ l_ ___________________________ ~,REV!EWEDBY: 6. BRONZE UNION ADAPTER. 7. PRESSURE GAUGE, LIQUID DAMPENED. 8. BRONZE DISC STYLE CHECK VALVE. 9. MARINE GRADE ALUMINUM ENCLOSURE, HINGED TOP. 10. SlRUCTURAL ALUMINUM BASEPLATE. 11. CAST IRON ELASTOMER LINED LUG STYLE BUTTERFLY VALVE. 12. CAST IRON BRONZE FITTED DIAPHRAGM ACTUATED PRESSURE BY REGULATING VALVE. 13. BRASS PIPE, DOUBLE WRAPPED WITH PVC PIPE TAPE. 14. BRASS 90 DEGREE ELBOW. 15. PVC SCHEDULE 80 MALE ADAPTER. 16. CONCRETE THRUST BLOCKS -1 CUBIC FEET MINIMUM. 17. 4• INCH THICK CONCRETE PAD, ASTM C-94 ACI STD. 318-83 MIX, 2500 PSI RATED. 18. MAIN POWER CONDUIT. 19. IRRIGATION CONTROLLER SIGNAL CONDUIT. BARRETT ENGINEERED PUMPS • 0 r<) PUMP ENCLOSURE Steve Hutter Landscape Architects 2725 Collier Avenue San Diego, Ca 92116 Tel: (619) 283-4421 Fax: (877) 717• 7946 EM~IL: U.NDARCH@.¥NDSPRlNG.COM --· ----· .MPE':TOR OATE IRRICtTION I CONSTRUCTiON DETAiLS raR: BLACK RAIL RIDGE SUBDIVISION CT 03-13 .A 1/C ED: 7k ·-- tSS!STANT PLANNING DIRECTOR DATE 1----4----+-------------+----t---;-----i------i ~====~~==========~:':..::;.;::.:::::.:=;==; DRAWN BY: PROJECT NO. DRAWING NO. CHECKED Bv: REV!fWED BY: DA TE INITiAL ENGlNEER OF WORX REVISION DESCRIPTION DATE II./JTiAL DATE l,vmAL 0Tf!ER APF1i'OVAL CITY Ai'PRCV/IL CT 03-13 422-6L PLOTTED '9/30/iZ>!; IRRIGATION SPECIFICATIONS ' SUMMARY THESE SPECIFICATIONS COVER AUTOMATICAI LY CONTROLLED IRRIGATION SYSTEMS, INCLUDING ALL T,ENUING, BACKFILLING AND COMrACTING, SLEEVES, INSTAI I ATIO~ OF PIPE, VALVES, IRRIGATIO~ HEADS, Fl~TINGS, AND ALL OTHER APPJRTENANCES; CONNECTIONS TO WATER SERVICES, TESTING; INSTALLATICN OF COWROLLERS, ELECCRICAL CONN°CTIONS AND WIRING; ADJUSTMENT OF SYSTEMS; ~FCESSARY ACCESSORIES AS SHCWN TrlE DRAWINGS AND SPEC FIC HEREIN. 2. REQUIREMENTS A. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE W•TH THE UNIFORM PLUMBING CODE DL;BL.ISHED 3Y TH[ \NESTERN PLUMBING OFF CIALS ASSOCIATION, ALL ST1\TE A~D LOCAL COJFS AND REGJLATIONS. SHOJLD THE CONS I RUCTION DOCUMENTS OR INSTRUCTIONS BE AT VARIA\Cc WITH THE A=OREMENTIONED RULES AND REGULATIONS, NOTIFY THE CITY INSPECTOR (76C) 815-67)8 AND AWAIT THE" INSI RUCTIONS BEFORE PROCEEDING WITH THE WORK EFFcC IED. B. MANUFACTURER'S DIRECTIONS: MANUFACTURER'S Dl,ECTIONS AND DETAILED DRAWl~GS SHALL BE FOLLOWED IN AL_ CASES WHERE THE MANU,ACTURcR OR AR r ICLES UScD IN THIS CONTRACT FURNISeJ DI REC-I CNS COVERING POINTS NOT SHOWN IN I HE DRAWl~GS AND SPECFICATIO~S. C. MANLFACTURER'S WAR~N.JTIES: MANUFACTL,RfR'S WARRANTIES SHAL...L NOT RELIEVE LIABILI-IES UNDER GUARA~ TEE. THE CARLSBAD rUNICl'AL WATER DISTR;CT MAY AT THIS CPTION, REQU·RE A rANUFACTURER'S WARRANTY ON ANY PRODJCT PRCPOS[D FOR USE. D. ALL WORK CALLED FOR ON THE JRAWINGS BY NOTES SHALL BE Fl"R~ SH=□ AND INSTALLED WHcTHER OR NOT Sr[CIFICALC Y MF~ TIONED IN THE SPECIFICATIONS, 3. PLAN A. Tl·E PLAN IS DIAGR.AMMATIC. ALL IRRIGATION EQLIPMENT S TO BE LOCATED IN PLANTING AREAS AND NOT IN rAVD AREAS, UNLESS INDICATED OTHE'lWISE ON THE 'LANS, RcFER TO NOrFS, DETAILS, AND LEGENDS TO VE'l!FY LOCArlON OF 'RRIGATION cOLIPMEN-. B. THE IRR G,\TIQN SYSTcMS SHALi INCLUDE ALL MATERIALS AN) ThEIR INSTA I ATION TO PROVIDE A CO~PLETE SYSTEM IN ACCORDANCE WITH PcANS A~D SPECIFICAT ONS, C. ALL PRESSJRE LINES, NON-PRESSURE _INES, VALVES AND MISCELLANEOJS SPRINKLER HEADS SHALL BE MANUFACTURED, SUPPLIED AND INSTALLED IN STRICT ACCORDANCE WITH THc SPECIF,CATIONS DETAILED IN THE HEREIN MEN I IONED IRRIGA-ION P_ANS AND SPECIFICA~IOl,S. D. SUBSTITUTION OF MATERIAJ S SIZES OR MANUFACTURERS WI_L ~OT Be Al' OWED UNLcSS THE OWNER'S REPRESENTATIVE & CITY INSPECTOR AGRE" TO ANY PROPOSED CHANGES IN WRI I ING. E. THE CONTRACTOR SHALL NOT WILLFULLY l~ST ALL ANY c:auIr~ENT AS SHOWN ON Pl ANS WHEN IT IS OBVIOUS IN TrE FIELD THAI CDNDITIO'JS EXIST THAT WERE NOT EV I JENT AT THE TIME THESE PLANS WERE PREP.ARE□. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE Al TENTION OF THE OWNERS AUTHO,IZED REPRESENT Al IVFS 0 R,OR TO ANY WORK OR THc IRRIGATION CON I RACTOR SHALL ASSUME ALL RESPONSIBILI I Y cOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER'S ,E0RESENTATl'IE. F. THE SYSTEM IS DESIGNcD FO'l THE MINIMUM OPERATING PRESSURE ,IS SHOWN AT TH= POIN I OF COl'JI\ECTION. THE MAXIMUM DEMA~D Or GALCONS FER MINUTE IS AS SPECIFIED, THE RRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE ST AR I OF INSTALLATION. G. THE ACTUAL I OCATION FOR THc INSTALLATION 0,0 THE BACKFI OW PREVENTER AND THE AUTOM/1TIC CONTROLLER IS TO BE DETERMINED IN TH[ FIELD BY THE CCMWO RACKFLOW SPECIALIST (760) 438-2711 EXT. 7.52, H. 120 VOLT FIECTRICAL POWER SOURCE TO Be PROVIDED BY OTHERS TO TrE LOCATION FOR THE AUTO~ATIC CONIRDI_LER. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CONNECTION TO EQUIPMENT. 4. SPACING OF SPRINKI. "R HEADS SPACING OF EMITTERS AND SrRINKLER HEADS ANO LOCATIONS OF VALVES AND BACKFLOW DEVICES SHALL BE AS INDICATED ON THE DRAWl,CS WITH CONSIDERA-ICN BE ~G GIVFN TO PREVAILING WIND CONDITIONS, 5. QUANTITIES IF QUANTITIES ARE LISTED ON THE IRRIGATION LEGEND, THEY ARE NOT GUARAWEEO AND .ARE COR CONTR.ACTOR'S CONVFNIF~c= ONLY. 6. MATERIALS GENERAL: MATERIALS SHALL INCLUDE, BUT ~OT BE LIMITED TO THE FOLLOWING ITEMS, ALL PRESSURE SUPPLY LINES, NON-PRESSURE LINES, VARIOUS VALVES, E~ITTFRS, CONTROLLERS, BACKFLOW PREVEW ON UNITS, QUICK COUPLERS, AND Ale TYPES OF SPRINKLER H0 A)S ALL MATE"llALS AND cQUIPMCNT SHAI.L BE NEW, OF DOMESTIC ~ANUF.AC-URE AND CONFORM TO PFRcORMANCE STANDARDS ANDIOR DAT A HEREIN, AND AS SHOWN ~ LEGEND ON DRAWINSS, INSTALcED IN SIRICT ACCORCANCE WITH CONSTRUCTION DETAILS. 7. POTABLE WATER PIP'NG ALL PVC POTABLE WAER PIPING INSTALLED WI IHIN THE SAME PROJECT LIM TS AS TIIE PRIVA-E RECYCLED WATER PIPING SHALL BE INSTALLcD IN ACCORDANCE WI-H THE IJNlcORM PLUMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, RULES A~D REGULATIONS. THE PIPE SHALL BE CONTINUOUSLY ArJD PERMANENTLY MARKED WIT,i THE MANU•ACTIJR"R'S NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE Ofi CLASS INDICATING T,E PRESSUR:' RATING. IN ADDITION, ALL PVC POTABLE WATER PIPl~G Sl'ALL BE Bl UF OR SHALL BE WHITE WITH 8LUE STENCILING APPt:.ARING ON 5/8' LE~TERS RF PF Al cD EVERY 12 INCHES, AND BLUE -APE IDEWIFYING IT AS A 0 0TABLE LINE AND STATING 'CAUTION: WATER I INE BURIED 3ELOW" I~ MIN. I' HIGH LETERS. B WARNING TAPE-RECYCLED Ll~ES THE PLAS-IC WARNING TAPE SI IALL BE P,E0 ARED WITH SILVER PRINTING 0~ A PURPLE FIELD HAVING THE WORDS, 'CAUTION: RECYCLED WATER LINE B=L□W'. THE OVERALL W DI H SHALL BF 3 INCHES. WA,NING (CAl/TION; T.APE SHALL BE AS MANUFACTURED BY THOR ENIERPRISFS INC, P.O. BOX 450, SUN PRAIRIE, WISCONSIN, 5359G, (PPONE, (608) 837 7197). WARNING TAPES SHALL Be INSTALLED DIRcCII YON TOP OF THE PIPE LO'.GITUDINALL v ANO SHALL 3E CENTERED, THE WARNING TAPE SHALL BE CONTINUOUS FOR THr -N'IRE LENGTH OF TH'c PIPE ANO SHALL BE C.A.STENED -o =AcH PIPE LENGT, BY PLAS-IC TAPE BANDED AROUND I He PPE WITH FASENcRS NO MORE THAT 5 ,:ET .APART. IAPING ATTACHED TO ThE SEC-IONS OF PIPE BcHlRc LAYING IN TRE TR=NcH SHALL HAVE FLAPS SUFclCIENT FOR CONTINUOUS COVERAGE. A_L RISERS BETWEEN THE MAINLINE .AND CON"ROL VAi VES SHALL BE INSTALLED WITl I WAR, ~G TAPE. A SECOND WARNING TAPE RUNNING CONTINUOUSLY ABDV= PIPING ~O 3E INSTALLED 12 INCHES AALJV;:: RECYCLED WATER LINE. 9. PLASTIC 'IPES AND FITTINGS A. PVC PIPE (1) P"lESSURE LINE PIPE SI IALL BE SCH 40 FOR 1-112'' AND PRESSLRF LINE FITTINGS SHALL BE TYrE 1-11, SCeEOULE i,O, NSF APPROVCD. (2) SLEEVES ~JER VEHICLLAR PAVING SHALL BE PVC SCH. 80, SLEEVES UNDER rEOESTRIAN PAVINCi S-iAJ I. BE PVC SCH 40. MINIMUM S ZE OF 1' OR TW Cc THE DIAMETER OF PIPE BE ~G SLEEVED. (3) LATERAL NON-PRESSURE PIPE SHAL'-BE PVC CLASS 200 TYPE 1120-1210. L~.TERAL LINE F·TTING S~All. BE TYPE 1-11, SCHEDULE 40, NSF APPROVED. (4; ALL PLASTIC PIPF SHALL BE CONTINUOUSLY AND PE,MANENTLY MARKi'D WITH Tl IE 0 0LLOWING INFORMATION, MANUFACTURER'S NAM=, NOMINAL PIPc SIZE, PVC 1120 AND PRESSURc RATING IN PSI. (5) MANUFACTURER SHALL MARK. DATE OF EXTRUSION ON PIPc. OAT ING TO BE PERFORMED IN CCNJU~CTION WI I, RECORDS HEcD 9Y M.ANUFACTURER COVERING DUALITY CONTROL TESTS, RAW MATERIAL BATCH NUMBER, ANO OTHER INFORMAi ION DEFMF) ,ECESS.ARY BY MANUFACTLRER. (6) Al L SOLVENT SHALL GE AS RECCMMENOEO BY I HE MANUFACTURER OF PIPE FITTING ANO AS APPROVED. l.SF NO SOLVENT rROM CANS WHICH HAVE RFMAINED OPENED CV=RNIGHT. 8. FITTINGS -POTABLE WATER SYSTEM (I) PLASTIC FITTING: PVC, TYPE I, IPS SCHEDULE 1,0, NSF APPRovrn ON ALL PRESSURE LINES AND SLE[V[S. (2) PVC, TYPE I, IPS SCf,EDULE LO, ~SF APPROVED ON ALL NCN-rRESSURE LINcS (j) COUFl l~GS SHALL BE MADE FROM EXTRUDED STOCK, REAMED WITH A TAPER (L) ALL PLASTIC FITTINGS: A MOLDcD clT~ING. C. PVC PIPE -RECYCLED WA I cR ALL BURIED PR'VATE PIPING IN THE RECLAIMED WATER SYSTEM SHALL BE INSTALLED WITH WARNl~G TAPE IDENTIFYING IT AS RECYCLED WATER WIIH rHE EXCcPTIO~ OF INTERMITTENT PRESSURE LINES. STENCILED PIPE, AS SPECIFIE) GELO'//, WILL BE ACCEPTED IN CONJUNCT ON WITH WARNl~G 'APE. (I) PRESSURE MAINLINE PIPING FOR SIZES 1" AND LARGER SH.ALL BE PVC CLASS 315, AND SHALL BE 'LRPLE. (2) PIPc SHALL BE MADE FROM A~ ,sF AP"ROVED TYPE , GRAD= I, PVC COMPOUND CONFORMING TC ASTM RcSIN SPECIFICATIONS, '01784'. ALL PIPE MJST ~EEi ~rDUIRE- MENTS AS SET FORTH IN FEDERAL SPECIFICATIONS □s 22-70, WITI I AN APPR0°RIATE STANDARD DIMENSION (S.O.R.) (SOLVENT WELD PIPE). (3) PRESSLRE MAINL ~E PIPING FOR SIZcS I I/?" AND SMALLER SH/,LL BE PVC SCHFDUI c 40 WITH SOLVENT WELDED JO NTS, AND SIIALL BC PURPLE, (4) PIPE SH.ALL BE MADE FROM NSF APPROV,D TYPE I, GRADE I, PVC COMPOUND CONFORMING TO THc ASTM RESIN SPECIFICA-IDNS ''Dl785". ALL PIPE MUST MEET R="QL'IRE- MEN IS AS SFT FOR-H IN FEDERAL SPEC "ICATION rS-2I-70. (5) SOLVENT CE~cN r ANO PRIMFR FOR PVC SOLVENT WELD PIPE ANO cl I INGS SHALL BE OF TYPE .AND INSTALLATION METHODS 0 RESCRIBED BY THE MANUFACTURER (6) AL' PVC PIPF MUST BEAR THE FOLLOWING MARf,INGS. A. MANU• ACTURFR'S NAME s. NOMINAL PIPE SZE c. SCI IDULE OR CLASS D. PRESSURE RATING IN P.S.I. E. ~SF (NATL S/>NITATION FOUNDATION) APPROVAL F .. JAIE OF FXTRJSICN (7) NON-"RESSURE GURIED LATERAL LINE PIPING SHALi. BE PVC CLASS 200 WITH SOI VE'~T WELD JOINTS, A~D SHf.LL BE PURPLc. (8) PIPE SHALL BE M,\DE FROM NSF APPROVED, TY'E I, G,A)E II rvc COMFOUNO CONcORMNG TO ASTM S0ECIFICATIONS "01784", ALL ~IPc MUST MffT REQLIRffENTS SET FORTI I ~ FEDERAc SPc,:IFICATION °S 22 70 WITH AN APPROPRIATE SI ANOARD DIMEelSION RATIO. (9) EXCEPT AS NOTED IN PARAGRAPPS I AND 2 OF THIS SECTICN AL_ REQUIREM0 NTS FOR NON PRESSURE LATERAL LINE PIPE ANC FITTl~GS SHACL BE Tf"E SAME AS FOR SOLVENT-WELD nE3SURE MAINI INE PIP" ANO F TTINSS AS SET FORTH IN THIS SECTION OF THESE SPECIFICATIONS, (PR'~ER NOT REQU RED). D. F TTINGS -RECYCLED WATER svsTEr (I) PVC SOI.VENT FITTINGS SHALL BE SCHEDUcE i,O, 1-2, I-NSF A0PRCVcD CONFORMl~G TO ASTM TEST PROCEDLRE D2466. (2) ALL FITTINGS S' IALL BEAR THE MANUFACTURER'S NAME Q,, TRAD,MARK, MA-ERIAL DESIGNATION, SIZE, APPLICABLE I.F.S. SCHFOULE AND NSF SEAL OF APPROVAL. 10. GAcVANIZED SEEc PIPE -WA II. COP0 ER PIPE -SH.ALL BE SEAMLESS, TYPc K, HARD DRAWN TUBING. 12. STANDARD IRRIGATION COMPON:'WS A. PRFSSURE REGULATOR SHALL BE OF TYPE AND MODEL AS INDICATED IN THE LEGEND A~D SHALL BE INS I ALLED .AS INO•CATED ON DETAILED DRAWINGS. B. RE)lJCED PRESSURE BACKFLOW DEVICES: BE PER MODEL AND TY0E AS IND'CA-ED ON THE DRAWINGS. BACKFLOW PREVENTION DEVICES SHALL ~EET ALL STATE AND LOC.~L CODES. C. VALVE 80XES: (I) POTABLE '1/ATPR, ONE PIECE PLASTIC WITH LOCKING GREEN PLASTIC COVER MARKED WITH "IR,IGATION ', PROVIDE BRICK SUPPORTS. O~E U\DER EACI I ORNER OF BOX. (1) RECYCLED WATER, USE 10" X IC 1/4" RO~D 30X FOR ALL RALL VALVES, CARSON INDUSTRIES #9 0-128 WITH PURPLE BOLT COVER OR APPROVED EQUAL. EXTENSION ScEEVE SHALL BF PVC-6" MIN'~UM SIZE. USE 9 1/1" X 16" X 11' REC A~GULAR BOX FOR A_L EL=CTRICAL CONCROL VALVES, CARSON NDUSTRIES I4I29-I2B WITH PURPL 0 30LT DOWN COVU OR APPROVFO EQUAL. D SPRl~KLER HEADS: SHALL BE OF TYPt: AND MOOE_ AS INDICATED IN TIIE LEGEND AND SHALL BE INSTA_LE) AS INDICATED ON □ET.AILED DRAWINGS. E. BALL VALVES 2' IN SIZE A~D S~ALLER: SHALL BE BRONZE, SCREWED, 150 LB .. W.0.G., 'WITII STAINLESS STEEL LEVER "OR OPERATION. cACH VALVE SHALL Be HDllSED IN A BOX AS NOTED ON PLANS. F. RcMOTE CONTROL VALVES AND AUTOMATIC CONTROLLER SHALL BE PER MODEL AND TYPE AS INDICATED ON THE DRAWINGS. '/ALVES SHALL BE WIRED TO CONTROLLER IN SAME NUMFRICAL ScOUE'JCE 1\S INDICATED ON PLANS. G. OU'CK COUPLI% VALVES (I) POTABLE WAI cR -QUICK COUPLING VALVES USED IN POTABLE WA"ER SYSTEMS SHALL BE I" NOMINAL SIZE - RAINBIRD NO. L4-_RC '.NOT ACME THREAD) WITH BRASS CR YELLOW VINYL COVERS. (2) RECYCLED WATER -QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHAL_ BE I' NOM ~AL SIZE NELSON NO, 7645. VALVE SHALL BE OPERATED WITH A SPECIAL COUPLER KFY (ACME THREAD) TO PREVENT JNAUTHCRI/Hl USE LOCKING COVERS ARE REQUIRED AND SHALL BE PERMANENTLY ATCACHED 10 VALVE .. COVERS SHALL Be PUR 0 LE RLB3ER OR VINYL. IJ. OIRECI BURIAL CONTROL WIRES A. ALL CONTROL WIRES SHALL SE S)LID COPPER, 600 VOLT, TYPE UF. CONCORMING TO lHc PROJECT STANDARD SPECIFICt,T ONS ANC DRAWINGS, SPECIAL PROVISIONS, AND THC COLLOWING WIRE COLO"lS AND l~STALLATION REQUl,EMEN-S. B. NEU-RAL WIRES: W-jlTE (#11 AWG) llO NOT INERCONNECT NEUTRAL WIRES BE I Wcl:cN CONTROLLERS. C. PILOT WIRES, (#14 AWG. MINIMUM) D. SP.ARE WIR::S: RED (#14 /\WG MINIMJM) E. WIRE SIZING, CONTROL WIRES SH.ALL BE SIZ 0 D IN ACCORr.ANCc WITH TrE CONTROLLE, MA~UF/,CTURER'S SIZING CHART FOR THE DISTANCE OF RUN, F. VALVE NO. I Y=LLOW 2 ORANGE J B_CE 4 BcACK 5 BROWN 6 PURPLE 7 VELLOW W/GL.6.C\ STRIPE 8 ORANGE W/BLAC'\ STRIPE 9 RED W/BLACK SI RIPE 10 Wf-JITF W/RED STRIPE II YFl __ ow WIRED STRIPE 12 BLUE WIRED STRIPE 13 ORANG[ WIRED STRlrc 14 PURPLE WIW-111 I-SI RIPE lo BROWN WIWHITE STRIPE 16 YEL_0'/1 WIWHITE STRIPE 17 BLUE W/WHITE STRICE 18 RED W/WHITE STRIPE REP[AT SEQUtNCr FOR VALVE NUMBERS EXCEEDING THE ABOVc, G. WIRE CO~NECT'ONS, NEU-RAL, PILOT, ANO SPARE WIRFS ShALL BE INSTALLED W,CH A TWO FOOT (2') COILED EXCESS WIRE LENGTH AT EACH EHD ENCLCSURc. EACH AND EVcRY ,VIRE SPLICE SHALL BE SOLDERED (USING 60-40 SOLDER) TOGETHER, TrEN FNCASED I~ THE WATcRPROOFED [POXY OF THE SPEARS 'ORI-SPLICE" CONNECTORS. Wl,E SPI ICFS S~ALL BE r.~DE ONLY IN VALVr OR PULL BOXES. PROVIDE EXPANSION G: I Ar E.ACH VALVE BOX (10 W'li\PS AROUND A j/4" PIPE). H. WIRING SI IA_L OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURc SUPPLY _INES WHE.~EVcR POSSIB_E, CONTROL W ,ES SHAI L BE BUNDLED WITH 'cLECTRICAL T/IPE AT MAX ruM FIVE cOOT INTERVAS J. TRENCH MARKER; ALL DIRECT BLRIA_ WIRFS SHALL BE MARKED W -H A CONTll,UOl,S YH I CW COLORED TRENCH MARKER TAPE PLACcll Nll,F INCHFS (9') 3ELOW FINISHED GRADE JIRECTLY ABOVE THE BLRIED WIRES. MARKE, -APE SHALL BE =DUAL TO "ALARMATAPE" AS MANLFACTURED BY PALI POT-ER WAR~ING TAPE, INC. TAPE SHALL BE FOUR INCrES (4") WIDE. 14. EXCAVA fl ON A. ALL IRR CATION PRESSURE LINES SHA_L H.AVE A MINIMUM SIX INCH CEARANCE FROM EACH OTHER, ANY LATE'¼L LINES AND r-ROM LINES OF CTHER TRADES. PARALLEL LINES SHALL NOT BE INST Al FD DIRECTLY OVER ONE ANOTI IER. 8. BACKFILL SHALL BE FREE OF DEBRIS OR ORGANIC MATE"llAL THAT MAY DA~AGE PIPES OR cOUIPMFNT. COMPACT BACKFILL TO A DRY DEN"TY cOUAL TO ADJACENT UNDISTU,BEC SOIL IN PLA~TING ARFAS AND TO 90% PAVED AREAS. FINISH GRADE OF BACKFILLcD TRENCH SHALc CONCCRM TO ADJACENT ARFAS C. PIP[ D[PTHS W.1 SLEF-VING: 2 X DIAMETER OF LINE SIZE, OR AS NOTED. D. IF BACKFILL SETTLEMENT OCCURS AND AJJJUSTMENTS IN GRADES, IRRIGATION EOUIPrENT, PLANTING, OR OTHER MPROVEMENTS ARE NFCcSSARY, THE CONTRACTOR S' IA_L rAK.E RcOU RED RFP.AIRS WIThOUT COST TO THE OWNER. 15, TESTING THE CON I RACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BF COVERED UNTIL IT HAS DEEN OBSERVED, TESTED AND APPRCVED BY THE BLILDER'S/CWNER'S AUTHORIZED REPRESENTATIVE AND CITY INSPECTOR, A., PRcSSURE TEST (1) NO TESTING SHALL TAKE rLACE, NOR SHALL ANY WATER GE ALLOW[) INTO ANY SYSTEM, BFFORE THc SOLVENT MANUF.ACTURER'S RFCOMMENDED CURING TIME H,\S ELAPSED. (2) T[ST ALL PRESSURE LINES UNDCR HYDROSTATIC PRESSURE 0" ONE HUNDRcD FIF-Y POUNDS PER SQUA,E INCH P"OR TO ,ACK =ILL1NG TRENCH ANO PLANT 'NG OF PLANTS, (3) SUSTAIN PRESSLRE IN LINES FOR NOT LESS THA~ FOUR HOURS. IF LEAKS DEVELOP, REPA'R LEAKING PORTIONS ANC REPEAT TEST UNTIL EN I ;Re SYSTEM IS PROVEN WATERTIGHT. (4) TEST SHALL GE OBSERVED A~D APPROVED BY OW~ER'S REPRESENTATIVE AND CITY INSPEC I OF! PRIOR TO BACKFILLING TRENCHES. B. COVcRAGE TEST (I) WHEN THE SPRINKLER SYSTEM IS COMPLETED, ANO PRIOR TO PLANTlc-G, CONTRACTOR SHALL PERFORM A COVERAGE TEST IN THE PRESENCE OF THE OWNcR'S R•PRES"WATIVE ANO CITY INSPcC I OR AND LAN'.lSCA?E ARCIIITECT QC P,OJFCT TO DETERMINE IF THE COVERAGE IS COMPLETE AND ADEQUATE. Tl IE CONTRACTOR Sh.ALL BE RESPONSIRLE TO CORRECT INADEQUACIES OF COVERAGE DNI Y WHERE DRAoVINGS AND DIR"C I ION BY OWNER HAVE NOT BEEN COLLOWED, (2) FLUSH ALL DRIP LINES PRIOR TO CON~ECTING EMITTERS, WhlCH WILL BE INSPECTED Pe OR TO F NAL IRRIGATION APPROVAL. (3) IF IT IS CET[RMINED THAT All,J~STMENTS N THE IRRIGATIO~ cDUIPMENT W _L PROVIDE PROPER AND MORE ADEQUATE COVERAGE, CO, TRACTOR SH/,LL MAKE ALL NECESSARY ADJUSTMENTS PRIOR TO FINAL ZING PROJECT. (4) ALL ADJUSTMENTS SHALL BE MADE TO THE SATISFACTION OF THE OWNER'S RFPRcSfNTA~IVE. C. 'NIRE 11::S I (1) ALL WIRING SHALL BE T[STEO FOR CONTINUITY, OPEN CIRCUITS, ,\ND UNINTENTIONAL GROUNDS PRIOR TO CONNECT NG TO cQUIPMENT. THE MINIMUM INSULATIO~ RESISTANCE TO GROUND SHALL GE FIFTY (50) MEGOHMS. ANY WIRING ~OT MEE~I% TIIESE REQUIREMENTS SHALL BE REPLACED, (2) IF ADD TIONAL WIRE OR TAPE IS NECESSARY, REPEAT COLCR SEQUE~CE FROM BEGINNING, 16. rlSCELLANEOUS A. CONTRCLI FRS SHALL BE CLEARLY MARKED WITH LETTER OESIGflATION AS SHOWN ON PLANS (I.E., A, B, C, ETC,) B INSTALL ONE VALVE PER VALVc BOX ONLY. C. Ale QUICK COUFL,RS SHALL BE INSTALLED IN VALVE BOXES. D. RACKFLCW DcViCE AND P'lESSURE MAINLINE, AND VALVES SHALL BE "STALLED WITHIN PROPERTY LOT LINES (NOT IN PUBLIC STREET R.O,W.) E. INSTALL ALL SPRAY HEADS WITII NOZZLES OF THE APPRO'RIATF DEGREE OF RADIUS FOR THE AREA TO BE COVcRED. ADJUST AL_ NOZLES TO E_IMINATE SPRAYING WA~ER ON BUILDINSS AND HARDSCAPE. ADJUST ALL VAi VE FLOW CONTROLS TO PROVIDE OPIIMUM PFR°ORMANCE. CONTRACTOR TO INSTALL AN APP,OVED ANTI-DRAINAGE DEVICE FOR ALL LOW HEADS TO ELIM'NATE LOW HEAD JRAINAGE AND •0 0SS,BLE SOIL EROSION. 17. RECORD PLANS ("AS-BUil TS") CONTRACTOR SHALL PROVID" ,ECORD PLANS JRAWN ON PRl~TS BY THE OWNER'S REP, THE FOLLOWING SHAI I BE DIMENSIONED FROM TWO PERMANENT PDINrS Of' REFERENCE (I.E., WALLS, SIDEWALKS, =Tc.): -"DINTS OF CONNcC I ION -GATF VALVES -PRESSURE LINE LOCATION -CONTROLLERS AND CONTROL VALVES (INC_IJDING SOURCE OF POWE,) -OUICK COJPLERS -ROUTING OF A_L DIRECT BURIAL CONTROL WIRE FOR IRRIGTION -SIZE .ANJ LOCA~ ON OF IRRIGATION CONTROL WIR° CONDU'T -Sile ANO I OCATION OF ALL SLEEVING PRELIMINARY AS-BUILTS .AS PREPARcD BY CONTRACTOR SHAI I BE SUBMITTED TO TrE CITY INSr[CTOR FOR REVIEW/REVISION. UPON APPROVAi., CONnACTOR SHALL SJBvlT DRAW NGS TO THc PLAN PREPARER FCR DRAFTING ONTO MYLAR RECORD DRAWINGS OR FOR PRcPAHAl ION OF NEW CAD My_ARS DEPICTING AS- DU'LT MAINLINE, M[TERS, vA:_vES, BACKFL ow. cl C. IN RCLATION TQ~ARCSCAPE. 18. CONTROLLER CrARTS CONTROLLER CHARTS SHALL BE rR[PAREO, APPROVcO HY THE OWNER, .ANJ PLACED IN Tl E CONTROLLERS Bcf'ORc CDMMENCING SERVICE. CO~TROLLER CHARTS PREPARcD AS SET FOR-H BELOW, A. PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONnOLLER SHOWING THE AREA COVEREJ BY THE CONTROLLER. TrE Cl IART SHALL BE THE MAXIMU~ SIZE TrE CO.~TROLLER DOOR WILL ALLOW. B. THE Cl IART IS TO BE A. REDUCED DRAWING OF THE ACTUAL AS- BUILT SYSTEM. TH= INE WEIGHTS AND LETTERING ON THE ORIGINAL CON I ROLLE, CHART DRAWING SHALL 3E SO DRAWN THAT TPE REDUCED CeJART IS CLcARL Y READ,\BLE. C, THE C7ART SHALL BE A Bl AC,LNE PRINT WITH A DIFFERENT COLOR usrn TO SHOW AREA OF COVERAGE FOR EACH STATION. D. WHEN COMPLETED AND APP,OVcD, I HE CHARTS SHALL BE rERMETICA_LY SEi\L[D BETWEEI, TWO FIEC:ES OF PLASTIC, EACH PIECE BEING A MINIMllr OF TEN (10) MILS TH CK .. 19. ACCCSSORIES THF CONTRACTOR SHALL FURNISI I TIIE OWNER THE FOLLOW"G MATERIALS UPON COMPLET ON OC T,E WORK: A. A PLASTIC SEALE) DIAG,A~MATIC PLAN OF THE IRRIGATION SYS rEM IDENTIFYING STATION NLMBERS AND Tl IEIR RESPECTIVE IRRIGATED AREAS. MOUNT INSIDE EACH CONnOLLER. 6, TWO ~EYS FOR EACH CONTROLLER ENCLOSURE. C. AL_ EQUIPMENT GUARANTE[S AND OPERATION MANLAI S 0. TWO QIIICK-COJFLER VALVE KEYS WITH HOSE SWIVEL ELL, ( ONE SET =oR POTABLE /,ND ONE FDR RFCYCLED WAER) 20. NOTE TO THE EXTENT POSSIBLE, ALL I,RIGAI ION LINFS AND .APPUR-ENANCES ARE TO BE INST ALI ED lfl THE PROPERTY LINE OUTSIDE OF PUBL C RIGHT-OF-WAY, AND A" NO TIMc, WILL AN IRRIGATION LINF CROSS A PUBLIC STREET UNLESS OTHERW'SE NOTED ON PL.ANS. CONTRACTOR SHALL VcRIFY LOCMIONS oc Al EDUIP~ENT PRIOR TO GEGl~NING WORK. 21. GUARANTFF THE IRRIGATION SYSTEM SHAcL BE FUL_ Y GUARA,TEED FOR A PERIOD OF CNE (I) YEAR, ANY DEFcC-IVE EQUIPMENT, MATERIALS OR POOR VvORKMANSHIP SHALL 3E REPLACED OR CORRECTED BY THE IRRIGATION COWRACTOR AT NO ADcllTIONAL COST TO TeJE OWNER. 22, SITE OBSERVA-IONS IN ALL CASES WHERE OBSERVATION OF THE IRRIGATION SYSTEM IS REQUIRED ANDIOR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO 6E PERFORME) UNDER Tl IE OBSCRVATION 0' I He CITY INSPECTOR. IT WILL BE THE SOLE RESPONSIBILITY 0° THE LANDSCAPE CONTRACTOR TO NOTIFY THE C:ARLSRAO CITY INSPECTOR TWO (2) WORKING DAYS IN ADVANCE OF THc TIME SUCH OBSERVATIONS ARE REQU.REO. (760) 815-6708 FAILU,E TC CALL FOR A~Y ONE CF THE OBSERVAT10NS CALLED FOR BELOW W LL CONSTITU-E IMMED,ATE STOPPAGE OF AL_ PERFORMANCE PAYMENT TO THI': CONTRACTOR. OBSERVATIONS ARF REQUIRED FOR THE FOLLOWING, I. UPON INST.ALLATIO~ AND TESTING OF MAINLINE. 2. UPON INSTALLATION OF LATERAL Ll~ES. 3. A COMPLETE OPERATION T:ST OF ENTIRE SYSrEM AT FINAL CBSFRVATICN rHE RtoUIRFO MAINTENANCE PERIOD FOR THE SYSTEM SHALL NOT BEGIN UNTIi I He F ~Al OBSUVATION HAS BEcN MADE ,'IND .~LL INSTALLATICN APP,OVED BY BY THE OWNER. 2J, INSPECTION THE PR VATE IRRIGAT ON SVSTEM SHALL BE INSPEC I ED BY CITY OF CARLSBAD PLANNING DEPARTMENT, PRIOR TO BEGINN'NG OF CONSTRUCTION, A rRECONSTRUCTION CONfERE,CF SHALL BE HELD WITH PLANNING DEPARTMENT NSPECTOR. (760) 815 6708 APPROVED FO~ PLANTIN" ANO IRRIGATION ONLY INCLUDING PP.EclSE LOCATION OF PLAtiTitJ~ AAfAS. "AS-BUil T" STEVEN HUI/Er? RLA#JJ9? RFG. EXP. J/J!/0/ REVIEWED BY: INS!'ECTOR DATE 1----+--+--------------t------t-----t-----i-------i I s~7"u I City of Carlsbad I 5"?,rs I ~===~=====P!=-=ANN=iNG=D=EP:::A:::R:::TM:::EN:::T======-==n=,c:::c:::::~ IRRIGATION SPECIF/CA TiONS FOR: □ □ Steve Hutter Landscape Architects 2725 Collier Avenue San Diego, Ca 92116 Tel: (619) 283-4421 Fax: (877) 717-7946 F.MAIT,: LANDARCH@MlNDSPRING.CO.~ BLACK RAIL RIDGE SUBDIVISION CT OJ-/J Pf~VED:~ ,,1 11SSIST4t/T PL/4.~N!NG !RECTOR ------DATE 1------l---+----------------+-----t----jt-----t-----J ~=~===~.::::-=-=-=-=-==-=-=-=-=-=-=-=-=-=;-~::::...::;..=-=-=-==-~~ DRAWN Br.· ____ I PROJECT No. I Dl?AWJN5 Na. CHECKED BY: _ CT OJ-/J 422-BL REVIE~D BY: . ~----~ DAit iNfTIAL ENGINEER OF WORK REVISION DESCRIPTION DATE JNJTiAL DATE 0TNEP. APPRO✓Al CIT:! APP.l?OVAL PLOTTED ':l/312'/12'5