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DWG 536-1L; AMEND 2017-0012; LA COSTA TOWN SQUARE PARCEL 3 RESIDENTIAL; 01-30
,-- NOTES: 1. PRIOR TO OCCUPANCY AND/OR SECURITY RELEASE THE LANDSCAPE .,,RCHITECT OF WORK SHALL REVlEW/INSPECT THE PROJECT AND PROVIDE A CERTIFICATION LETTER, AND AN IRRIGATION SCHEDULE AND LANDSCAPE AND IRRIGATION MAINTENANCE SCHJ:DULE AS KEQULRED BY THE CITY WATER ORDINANCE AS FOLLOWS: A.PRIOR TO OBTAINING OCCUPANCY THE LANDSCAPE ARCHITECT OF WORK SHALL REVIEW/INSPECT THE PROJECT INCLUDING ALL AREAS SURROUNDING EACH PHASE AND SlJBtvllT THE "CERTIFICATION OF COMPLETION" FORM AS AVAILARLF THROUGH THE CHY (CITY FOKM P25-D). ALSO PROV1DE AN IRRIGATION SCHEDULE, LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE, AND SOILS ANALYSIS REPORT WITH RECOMMENDATIONS AS REQUIRED BY THE CITY WATER ORDINANCE AS FOLLOWS: I) AN IRRIGATION WATERING SCHEDULE SHALL BE PREPARED BY THE PROFESSIONAL OF KECO!ill FOR ALL LANDSCAPE PROJECTS SUBJECT TO THE WATER EfFICJENT LANDSCAPE ORDINANCE. THE SCHEDULE SHALL BE SUBMITTED TO THE CITY PRIOR TO GRANTING A PERMIT OF OCCUPANCY AND SHALL INCLUDE THE FOLLOWING INFORMATION: a) A DESCRIPTION or Tl-IE AUTOMATIC IRRIGATION SYSTEM TUAT WILL BE USED FOR THE PROJECT. b)THE ETO DATA RELIED ON TO DEVELOP THE IRRIGATION SCHEDULE, INCLUDING THE SOURCE OF Tl-IE DATA c) THE TIME PERIOD WHEN OVERHEAD IRRIGATION WILL BE SCHF.DULFD A 'ND CONFIRM THAT NO OVERJ~E AD IRRIGATION SW,LL IJE USED IJETWEEN 6:00 A.M. AI\D 10:00 P.M. d) THE PARAMETERS USED FOR SETTING THE IRRIGATION SYSTEM CONTROLLER FOR WATERlNG TIMES FOR: i. THE PLANT ESTAIJLISIIMENT PERIOD ii. ESTABLISHED LANDSCAPING 111. TEMPOR.1\RIL Y fRRIGATED AREAS iv.DI FFERENT SEASONS DURING THE YEAR e) THE CONSIDERATION USED fOR EACH STATION fOR Tl IE roLLOWING FACTORS: i. THE DAYS BETWEEN IRRJGATION ii. STATION RUN TIME TN MINUTES FOR EACH lRRlGAT!ON EVENT, DESIGNED TO A VOID RUNOfF 111. NUMBER OF CYCLE STARTS REQUIRED FOR EACH lRRIGATION EVENT, DESIGNED TO A VOID RUNOFF iv.AMOUNT OF WATER TO BE APPLIED ON A MONTHLY BASIS v. THE ROOT DEPTIT SETTI'-IG v1. THE PLANT TYPE SETTLNG vii. THE SOIL TYPE VIII. THE SLOPE FACTOR ix.THE SHADE FACTOR 2)A MAJNTENAI\CE SCHEDULE FOR THE LANDSCAPING AND IRRIGATION SYSIEM SHALL BE PREPARED FOR ALL LANDSCAPE PROJECTS SCBJECT TO THE WATER EFFICIENT LANDSCAPE ORDINANCE. THE SCHEDULE SHALL BE SUBMITTED TO THE CITY PRJOR TO GRANTING A PERMIT OF OCClJPAl\CY AND SHALL INCLUDE PROVISIONS fOR TUE FOLLOWING: a) GENERAL LANDSCAPE AND lRRIGATION MAJNTEl\ANCE. THE SCHEDULE SHALL IDENTrFY THE E)ITITY THAT WILL BE RESPONSIBLE FOR MAINTENANCE AND SHALL PROVlDE FOR ALL OF THE GENERAL LANDSCAPE AND IRRlGA TION MAINTENANCE REQUIREMENTS. b) WATER EFFICIEI\T LANDSCAPE MAINTEl\ANCE. lN ADDITION TO THE GENERAL MAINTENANCE REQUIREMENTS, THE MAINTENA'-ICE SCHEDULE FOR LANDSCAPE PROJECTS THAT ARE SUBJECT TO THE WATER EFFICIENT LANDSCAPE ORDINANCE SHALL !NCI.UDE PROVTSIONS TO: c) MAJNTAIN AND OPERATE THE LANDSCAPING AND IRRIGATION SYSTEM ON TUE PROPERTY CONSISTENT WITH THE MAW A. d) MAINTJ\JN THE IRRIGATION SYSTEM TO MEET OR EXCEED AN IRRIGATION EFFICIENCY NECESSARY TO MEET MA WA. e) REPLACE BROKEN OR lv!ALfUNCTIONING IRRIGATION SYSTEM COMPONENTS WITH COMPONENTS OF THE SAME MATERIALS A\ID SPECIFICATIONS, !HEIR EQUIVALENT OR BETTER. ENS URE THAT WHEN VEGETATION lS REPLACED, REPLACEMENT PLANTINGS ARE REPRESENTATIVE OF THE HYDROZONE TN WHICH THE PLANTS WERE REMOVED AND ARE TYPICAL 01' THE WATER USE REQUIREMENTS OF TIIE PLANTS REMOVED, SO THAT THE REPLACED VEGETATION DOES \JOT KESCLT IN MIXING HJGH WATER USE PLANTS WlTH LOW WATER USE PLANTS IN THE SAl\,IE HYDROZONE. 3)SOILS ANALYSIS REPORT AND RECOMMENDATIONS. A SOlL REPORT AND RECOMMENDATIONS SHAll. RE SURtvnTTED TO AND APPROVED BY THE C[TY. lF GRADING IS NOT REQUIRED fOR Tl-IE PROJECT, TllE REPORT SllALL BE SUBMITTED WITH THE LANDSCAPE DOCUME\ITATION PACKAGE. JF THE PROJECT INVOLVED MASS GRADING OF THE SITE, THE SOIL REPORT AND RECOMMENDATIONS SHALL BE SUBMITTED WITH THE CERTIF[CATE OF COMPLETION. a) THE SOIL ANALYSTS SHAIJ. !NC! .UDE lNFORMATlON ABOIJT THE SOIL TEXTURE, SOIL JNflLTRA TION RA TE, Pl I, TOTAL SOLUBLE SAL TS, SODIUM, AND PERCENT ORGANIC MATTER. SOIL SAMPLE SHALL BE TAKEN FROM ENOUGH LOCATIONS ON SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. IN PROJECTS WITH MULTIPLE LA_'\IDSCAPE INSTALLATIONS OR A LARGE LANDSCAPE PROJECT OF MORE THAN 10,000 SQUARE FEET, A SOIL SAMPLING RATE OF I JN 7 LOTS OR 15% IS AN ADEQUATE CROSS SECTION. b)THE REPORT SHALL IDENlJFY AI\Y RECOMMENDED SOIL AMENDMENTS, TYPE, AND QUANTITY THAT MAY BE NECESSARY TO FOSTER PLANT GROWTH AND PLANT SURVIVAL IN THE LANDSCAPED AREAS. c) THE APPROVED RECO.MMENDATIONS FORAMF.NDME:STS AND RACKFTIJ . SHAJJ, BE INCORPORATED INTO THC LANDSCAPE PLANS PRIOR TO TllE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. B. PRIOR TO SECURITY RELEASE THE LANDSCAPE ARCHITECT OF WORK SHALL RE\IIF.W/]NSPECT THE PROJECT AND PROVIDE A CERTU:ICATION LETTER roR RELEASE OF SECURJTIES (CITY FORM P25-E), AND THE FOLLOWING: 1) THE SECURITY RELEASE LETTER SHALL CERTIFY THAT HE OR SHE HAS INSPECTED THE WORJ( AND THAT THE PROJECT COMPLIES WITH THE FOLLOWING CONDITIONS: a) HAS BEEN MAINTAINED IN SUBSTANTIAL CONFORMANCE TO THE APPROVED PLANS. b)IS GROWING J)l A HEALTHY AND THRIVING CONDITION. c) ALL PLANTJ'\IGS REQUIRED UNDER SECTION 7 OF THE LANDSCAPE MANUAL HA VE REEN ESTABLISHED AS AN EFFECTJVE SURFACE EROSTON CONTROL. d) THERE JS NO EVJDENCE OF EXCESSJVE RUN Ol'F !'ROM THE lRRIGATJON SYSTEM CAUSING A SOIL EROSION PROBLEM. e) AS-BUILT LANDSCAPE PLANS FOR THE BONDED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. f) PRIOR TO RELEASE OF SECURITY, THE APPLICANT SHALL SUBMIT A LANDSCAPE IRRIGA TTON AUDIT THAT VERJFIES WATER USE IS WITHIN THE PARAMETERS or WHAT WAS APPROVED ON THE PROJECT. THE AUDIT SHALL BE CONDUCTED BY A THIRD PARTY CERTIFIED LANDSCAPE IRRJGATION AUDITOR. LANDSCAPE AUDITS SHALl. NOT RE CONDUCTED BY THE PERSON(S) WHO DESTGNED THE LAl\DSCAPE OR INSTALLED TITE LA'-IDSCAPE. g)A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES (HYDROZONE DIAGRAM) SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES. LANDSCAPE CONSTRUCTION PLANS (PARCEL 3) VICIN ITY MAP LOCATION MAP CITY OF OCEANSIDE "IGHWAY 78 / \ \ \ . \ I \ ~ -_./ '-' ~" ':'",.._ 0 \ • - \ \ -cc.=mf" r1 \\ ,_ vii'/ I I -o \ o\,JiAG , \ V \ \ \ --I \ y;O \ \ \ \ / ' I ' \ CITY OF VISTA CITY OF HO';]s ..,_.. __ ,.. SAN MARCOS -~GA J I \ -c~_/~ L~ PACIFIC \ \ i OC~AN 11 \ \ \:§ \ \ \ I I I I I I \ I ' CITY OF ENCINITAS KE Y MAP T.M. DIAL TOLL FREE 1 -800 -422 -4133 AT LE~.ST T'1NO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA FOR '-- DRAWING INDEX: "Ht__L_ ._; L... I TI TI c ILL SHEET NUMBER Tl i LE ShE.ET 1 CONSTRUCTION PLANS 2 TO 5 "0NSTRU" '/ "'" L,·...., Li G1\ DETAILS 6 TO 8 CONST. SPECIF/CA T/ONS 9 i,9RIG. 9W TITLE SHEET 10 /F;c:R/GA TION P L Al ✓S 11 TO 13 ·--- i,9RIG. LEGEND & NOTES 14 HX iv!AP & MAWA CALCS 15 i,RRIG. NOTES & SCHEDULES 16 Rc-,.yr1 t-D LL, '---'-WATER , 'Se u ~ NCITES 17 ;,c;:R/GA TION DETAILS 15 TO 22 iF?RIGA T/01,J SPEC/FICA TIONS 23 r~ 1 A" T''--1(' L / IJ I' _7 PLAl ✓S 24 TO 27 ~ PLANT/NG DETAILS 28 TO 29 PLA1\1TlNG SPECIF/CA TION.S 30 'C'A' I I I L SHEETS 30 DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT', THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE OLIVENHAIN MUNICIPAL WATER DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY ANO DOES NOT RELIEVE ME, AS TH£ LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTA L CONFORMANCE WITH TH£ APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION P PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELA TEO TO LANDSCAPING. BY: MARK.LLOYD 5-28-24 PHONE NO: ( 949 ) _,2._,_7-"6-c,e6,.,,,5"40 ~--"--~-- REGISTRATION NO: _44_0_5 ____ EXPIRATION DATE: ~0~9-~3~0~-2~4~----- WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND /RR/GA TION PLANS CONTAINED IN OUVENHAIN MUNICIPAL WA TEP DISTRICT RULES AND REGULATIONS GOVERNING THE USE OF RECYCLED WATER. I HA VE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULA T/ONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULA T/ONS TO PROVIDE EFFICIENT US£ OF WA BY: MARK.LLOYD 5-28-24 SIGNED UNDER PENAL TY OF PERJURY PHONE ND: ( 949 ) ~2"-'7-"62-6"'5°"00"----#---'--- REGISTRA TION NO: 4405 EXP/RAT/ON DA TE: -"0-"-9-~3ce0_,-2c:..:4c__ ____ _ BACKFLOW PREVENTER TESTING: ALL /RR/GA TION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE' K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND BY CALLING (442) 339-2722. INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR THE LANDSCAPE ARCHITECT OF WORK'S DESIGNATED AGENT. REFE'R TO TH£ SPECIF/CATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT TH£ INSTALLATION HAS BEEN COMPLETED BY SUBMITTING TH£ "CERT/FICA TION OF COMPLETION" FORM. £-MAIL THE FORM TO: bp@dugmoredesignstudio.com. TO MAKE A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY, CALL (760) 436-7327. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. S J R /,irrd,·cupe arc~1/ec111re Ian J J, { """ ,, ng 785g Sitio Coco Carlsbad Ca 92009 APPROVED FOR /RR/GA TION ANO PLANTING ONLY, lt ✓CLUOING PRECISE LOCATION OF PLANTING AREA. RCE ___ _ EXP _____ _ DATE u 6 :;; ci] 1----------------------l<U " <'. """' ,,,a,11,· com REVIEWED BY: ~ on f,- ~ ,----,----.-..------------------------1-----------L.:.:IN,::S::;,P_:E::C:._:T::,O,::R~ __________ ,::D,::A~T:,E _ _J;g f----+---+-- 1 ------------1----L---1------l--J I SHlEET 11 CITY OF CARLS BAD ij PLANNING DIVISION ~ ===:::'....:====================~ LANDSCAPE IMPROVEMENT PLANS FOR: :§ ' LA COSTA TOWN SQUARE PARCEL 3 TITLE 'SHEET l----+---1---------------+---+---1---l----l I APPROVEDft,., ~ tplz4 /z4 PLANNING ~ DA lE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL DWN BY: vr /1-ll-l PROJECT NO. DRAWING NO. CHKD BY: [$,I IMI LPC-2022-0030 536-1 L RVWD BY: [$,17MI AMEND 2017-0012 ' ~ 0 0 0 ~ ,:: DI RT DIAL TOLL FREE 1 -800 -422 -4133 r LEAST TWO CAYS 6EFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA GENERAL CONSTRUCTION NOTES I. CO"JTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT U"\JKNO\VN OBSTRUCTIONS ANDI OR URA.DE DIFFERENCES EXIST THAI MAY HA VE NOT BEEN KNOWN DURIKG DESIGN. SUCH CONDITIONS SHALL BE lMMEDIATEL Y D ROUGI IT TO TUE A TTENTlON OF THE LANDSCAPE AR Cl IlTECT AND THE CITY/COUNTY REP. FATLURR TO GTVE SUCH NOTTFICATION SHALL RRSlTT.T TN THF: CONTRACTOR ASSUMING FlJLL RESPONSIBILITY FOR ALL NECESSARY REVISIO"\JS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING IDMSELF FAMILIAR wrrH ALL UNDERGROUND UT!LlTIES, PIPES AND SJRUCTURES. CO"\JTR'\CTOR SHALL TAKE SOLE RESPONSlBILffY FOR COST INCURRED DUE TO DAMAGE A'-ID REPLACEMENT OF SAID UTILITIES. 3. CONTR'\CTOR SHALL BE RESPOKSIBLE FOR ANY COORDINATION WITH OTHER SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERA TlONS. 4. REFER TO CIVIL ENGINEER'S PRECISE GRADING PLANS FOR ALL DRAINAGE AND GRADING REQUIREMEKTS. DEVL'\TIONS FROM T.G .. F.G. & H.P. ELEVATIONS WILL NOT BE ALLOWED WITHOUT THE CIVIL ENGINEER OF RECORD & CITY REPRESENTATIVE'S APPROVAL. GRADING & ELEV A TIONS -MUST BE CERTIFIED BEFORE PLACEMENT OF PLANTS & MULCH. 5. CONTR'\CTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. 6. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH WRITTEN GR.ADES, AND/OR DIMENSIONS, THE \VRJTTEI\ INFORMATION SHALL TAKE PRECEDENCE. Ex iration Date: c91.;:024 20' NOTE: "ALL PROJECT SlGNAGE AND JvlONUMEKTS SHALL REQUIRE A SEP ARA TE PERMIT UNDER THE CITY OF CARLSBAD SIGNAGE REVIEW PROCESS." 0 GRAPHIC SCALE 20' 60' KEY MAP -N.T.S. SYMBOL LEGEND EQ. EQUAL ~-PROPERTY LINE AC AIR CONDJTIONING Ut--ll PA PLANTER AREA (i', CENT FRI.INF SQ. SQUARE TYP. TYPICAL SIM. SIMILAR BCR BEGINNING OF CURB RADIUS c\!JCN_ ALIGN W/ ADJACENT SURFACE PA YING LEGEND @ 3-112'' THICK CONCRETE PAVING, NATURAL GREY, MEDIUM BROOM FTNISH AND HAND TOOLED SCOREL!NES, SEE DETAIL A/6 @ ACCENT PA Vl"JG -VEHICULAR ROAIJ . TBS @ 3" DEEP LAYER DECOMPOSED GRANITE W/STABIL!ZER. COLOR: CALIF GOLD FORBID PURPOSES ONLY. FTNAI, COi.OR TRS. AVAILABLE THROUGH SOUTHWEST BOULDER AND STONE. -SEE DETAIL C/6 CONSTRUCTION NOTATION DJ PRODUCTION n:NCE/WALL -REFER TO PLANS BY CIVIL ENGINEER II] PRODUCTlON SJDFWAI.K. TYP. -RFFFR TO PLANS BY CIVIL ENGTNEER (I] PRODUCTlON CONC. STEPS, TYP. -REFER TO PLANS BY CIVIL ENGINEER, SEE DETAIL B/8 [I] FACE OF CURB, TYP. -REFER TO PLANS BY CIVIL ENGINEER [TI PARKING, TYP. -REFER TO PLANS BY CIVIL ENGINEER [i) TRUNCATED DOMES, TYP. -REFER TO PLANS BY CIVIL ENGINEER II) MOW CURB, SEE DETAIL B/6 II] WOOD HEADER, SEE DETAIL C/6 III BOCCE BALL ITllJ HORSESHOE !'IT, SEE ULIAIL E/6 [ill UEt,CH (6 TOTAL) -MODEL TBS, AVAILABLE TIIRU. RECREA TJON BRANDS, YIIKE ETCIIISON, 858-442-3670, SECURE TO PAVING (j] HANDRAIL, SF.E OF.TAIL B/8 (j] RAMP HANORAn,, SEE D ETAfL C/8 (w PROPERTY LINE (TI] PUBLIC RJGHT OF WAY ill] EASEMENT [j] DIRECTORY SIGN -SEE DETAIL G/6 (IT] EMERGENCY ACCESS GATE -SEE DETAIL A/3 S J R APPRO V[O FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. /c:ndseapi! archi!eel!ire /ar.d p.'anr,rng 7859 SiLio Coco RCE __ _ "AS B U I LT" EXP _____ _ DATE ('J ~ 0 ~ c-u ~ C) ;:.:; Carlsbad Ca 92009 TEL949276 6SOOlfAX9492H 6505 1------------------------l-l el REVIEWED BY: ~ ~ SCALE: 1"=20' r-...----.----------------------------1-----------L.:...IN.:...S:::P...:E:.:C:.;T.=O.:...R:._ __________ .=D.:...A:..:T.=E_--1;$ 13 l----+--+------------+--+--+-__.._j---11 SH2ET II CITY OF CARLSBAD ~ l---+-----l-----------------+---+-----11-----1----I ~=:::::::~·:::::==:::::::=:::::::::::P::::L:::A:::N:::N:::lN:::G::::::D:::IV::::IS::1::::0::::N=====~ ~ LANDSCAPE IMPROVEMENT PLANS FOR: ''" LA COSTA TOWN SQUARE PARCEL 3 CONSTRUCTION PLAN l-----+----+--------------+-----!--1-----+----,I I APPROVED:,k 4/GJ...: _PLANNING --=r wl2.+L2A OATE INITIA L DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: RVWD BY: R,1/MI R,(/MI ' PROJECT NO. LPC-2022-0030 AMEND 2017-0012 DRAWING NO. 536-1 L -CJ -l N ~ N N • ~ ✓- DI RT DIAL TOLL FREE 1-800-422-4133 AT Ll:AST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 4 A - I-- 17' +/-PER PLAN -CONTRACTOR TO FIELD MEASURE 3 51_911 LEGEND (i) 6" DIA. GALVANIZED POST SLEEVE OVER POST 0 4" DIA. GALVANIZED ARM G) 4" DIA. GALVANIZED BRACE G) FINISH GRADE G) SUBGRADE PER SOILS REPORT @ CONCRETE FOOTING: SLOPE TO DRAIN J , - G) G,I\L V POST, SIZE AS NECESSARY FOR ST.REYE (s) 3/8" THICK WELDED END PLATE \VITH "U" SHAPED EYLET, SIZE EYLET OPENING FOR CHAIN OR LOCK TO SECURE BOTH ARMS (0 KNOX BOX OR FIRE DEPARTMENT APPROVED ACCESS BOX, LOCK AND OR METHOD OF SECURING GATE TO BE COORDINATED WITH FIRE DEPARTMENT PRIOR TO INSTALL. ~""'.ll• : ~ --ct;.~,. (t1{1 ~ < C C f·. ' \ KEY MAP -N.T.S. SYMBOL LEGEND EQ. EQUAL IL PROPERTY LINE AC AIR CONDITIONING UNIT PA PLANTER AREA ti CENTERLINE SQ. SQUARE TYP. TYPICAL SIM. SIMILAR OCR DEGINNING or CURD RADIUS NOTE: _A!Ju.!'L ALIGN W/ ADJACENT SU!UACE 1. DETAIL IS FOR DESIGN INTENT ONLY -ALL STRUCTURI\L REINFORCEMENT, CONNECTIONS & FOOTINGS SHALL BE PER STRUCTURAL ENGINEER PAVING LEGEND @ 3-1/2" THICK CONCRETE PAVING, NATURA.L GREY, MEDIUM DROOM FINISH ANO HANO TOOi.RO SCORF.J .!NFS, SF.F. DETAIL A/6 2. 3. GATE CONTRACTOR SHALL PROVIDE SHOP DRA \VTNG FOR FINAL APPROVAL BY OWNER. GRIND ALL WELDS SMOOTH -PAINT W/ (2) COATS OF RUST INHIBITIVE PR!JvIER & (2) COATS OF FLAT BLACK ENA!v1EL @ ACCENT PAVING-VEHICULAR ROAD, TBS @ 3" DF.F.P I.AYF.R OF.C0,1,,IPOSF.O GRANITF. W/STARIUZER. COLOR: EMERGENCY ACCESS GATE CALIF GOLD FOR BID PURPOSES ONLY. FINAL COLOR TBS. AVAILABLE THROLGH SOUTHWEST BOlJLOER A\ID STONE. -SEE DETAIL C/6 20' ~ 0 NOTE: "ALL PROJECT STGNAGE AND MONUMEKTS SHALL REQUIRE A SEPARATE PERMIT UNDER THE CITY OF CARLSBAD SIGNAGE REVIEW PROCESS." \ GRAPHIC SCALE 20' 60' I~ I __ I CONSTRUCTION NOTATION (I] PRODUCTION FENCE/WALL -REFER TO PLANS BY CIVIL ENGINEER II] PRODUCTION SIDEWALK. TYP. -REFER TO PLANS BY CIVIL ENGINEER [Ij PRODUCTION CONC. STEPS, TYP. -REFER TO PLANS BY CIVIL ENGINEER_ SEE DETAIL B/8 [Ij f ACE OF CURB, TYP. -REFER TO PLANS BY CJVJL ENGINEER [I] PARKTNG, TYP. -REFER TO Pl.ANS FlY CIVIT. ENGINFF.R GJ TRUNCATFJJ DOMES, TYP. -RFFF.R TO PT.ANS BY CIVIi. ENGINEER [zJ MOW CURB, SEE DETAIL 816 II] WOOD HEADER, SEE DETAlL C/6 [II BOCCE BALL [j]] HORSESHOE PIT, SEE DETAIL E/6 [TI) BENCH (6 TOTAL)-MODEL TBS, AVAILABLE THRU. RECREATION BRANDS, MIKE ETCHISON, 858-442-3670, SECURE TO PA VII\G @) HANDRAIL, SEE DETAIL B18 [ill RAMP HANDRAIL, SEE DETAIL C/8 IE) PROPERTY LINE [TI) PUBIIC RIGHT OF WAY (ill EASEMENT (Iz] DrRECTORY SIGN -SEE DETAlL G/6 [j]] EMERGENCY ACCESS GATE-SEE DETAIL N3 S J R APPROV[O FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PR[C/S[ LOCA T!ON OF PLAN TING AREA . .'and,cape a ... chi1~cl~r$ land ;,lan•1ini; 7859 Sitio Coco Carlsbad Ca. 92009 RCE __ _ "AS BUil T" EXP ____ _ DATE ~ f--u ~ ~---------------------liiJ REVIEWED BY: u ';I '" ~ SCALE: 1" ~ 20' f--1 NSPECTOR DATE -< [I--==-7:::;=_ -==-T:::::'.J'.;:_1 =_ -==--==--==--==_:==--==--==--==--==-T~=--==-1::=_ -=1-+ -==--=I-l---==-.~-::=I s=H~=ET::::::l~I ==c=r=Ty===o=F==c=A=R=L=s=B=A=D=::::::-l:~ -' . PLANNING DIVISION " l----+---+--------------+----+----le------1-----1 :==='....'::::==============='. ~o 1----+-----l-----------------+---+-----11------11-----1 LANDSCAPE IMPROVEMENT PLANS FOR: o, LA COSTA TOWN SQUARE PARCEL 3 DWN BY: PROJECT NO. DRAWING NO. CHKD BY: .....Lul.,'.illl... LPC-2022-0030 536 1 L DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: AMEND 2017-0012 - ' L._ _____ ,c;Ex~;r:::,at:::;o~nc.,;O:;::a::.,t!:;e;.:::•)'='-'(=:•-2=:Jz~;;;:1. ______ ,L __________________ ..J.. _____ _JL,_ _____ ,L========-==========-======J:~ DATE INITIAL REVIS ION DESCRIPTION DATE INITIAL DATE INITIAL DI RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I GRAPHIC SCALE KEY MAP -N.T.S. SYMBOL LEGEND EQ. t AC PA i SQ. TYP. SIM. BCR EQUAL PROPERTY LINE AJR CONDITIONING UNIT PLANTER AREA CENTERLINE SQUARE TYPICAL SIMILAR BEGINNING OF CURB RADIUS ALIGN W/ ADJACENT SURFACE PAVING LEGEND @ 3-1/2" THTCK COKCRETE PAVING, NATURAL GREY, MEDIUM BROOM FINISH AND HAND TOOLED SCORELINES, SEE DETAIL A/6 @ ACCENT PAVING -VEHICULAK KOAD, TBS @ 3" DEEP LAYEil. DECOtvlPOSED GKANfl'E W/STABILIZER. COLOR: CAUF GOLD FOR RID PlJRPOSFS ONI.Y FINAL COLOR TBS. A VAILABLJ:: THROUGH SOUTHWEST BOULDER AND STONE. -SEE DETAIL C/6 CONSTRlJCTION NOTATION IT) PRODUCTION FENCE1WALL -REfER TO PLANS IJY CIVIL Er(GINEEK [I) PRODlJCTTON STDRWAI .K, TYP. -REFER TO PLANS BY CIVIL ENGINEER [j] PRODUCTION CONC. STEPS, TYP. -REFER TO PLANS BY CfVIL ENGTNFF.R, SEE DETATL Bl8 OJ FACE OF CURB. TYP. -REFER TO PLANS BY CIVfL ENGINEER QJ PARKNG, TYP. -REFER TO PLANS BY CIVIL ENGINEER [I) TRUNCATED DOMES, TYP. -REFER TO PLANS BY CIVIL ENGINEER (z] MOW CURB, SEE DETAIL B/6 [TI WOOD HEADER, SEE DET AfL C/6 12] BOCCEBALL [@) HOKSCSHOE PIT, sa, UETAJL E/6 !III IlCNCII (6 TOTAL) -MODEL TBS, A VAILAlJLE IHKU. R.ECR.EATION BRANDS, MJKE ETC[[!SON, 858-442-3670, SECURE TO PA YING (TI] HANDRAIL, SEE DETAIL B!R [Lj] R'\lv!P HANDRAJL, SEE DETAfL C/8 [IT) PROPERTY LIKE [j] PUBLIC RIGHT OF WAY [ill EASEMEKT ITI) DLR.ECTOKY SlGN -SEE DETAJL G/6 [j] EMERGENCY ACCESS GA TE -SEE DETAIL A/3 S J R APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. /ar.d.ic•ap~ C1F~hife:·1~re !and planning 7859 Sitio Coco RCE __ _ "AS BUil T" EXP ____ _ DATE C 20' 0 20' 60' Carlsbad Ca. 92009 TEL94:J 2i6 6:IOOIF.'\X9~)2?6 6505 1--------------------------1~ REVIEWED BY: 2, SCALE 1" = 20' INSPECTOR DATE 1---t---+--1----------------+---+---+---+----II SH4ETII ~LA=;:N;:D:;:SC:;:AP'..;;:E:;:::::I:::::M;:P;:R:;:O:::;VE;:M::::E;:N::::T:;:::::P;:;L=A:;:N;:S:::::;FO:::::R;::========: CITY OF CARLSBAD PLANNING DIVISION LA COSTA TOWN SQUARE PARCEL 3 CONSTRUCTION PLAN l---+--+----------------+---+--1----+----I I APPROVED:,,Ji..._. ~ _PLANNING ~ DWN BY: PROJECT NO. CHKD BY: R,I (Ml LPC-2022"0030 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL DRAWING NO. 536-1 L ;;: ~- -< OTHER APPROVAL CITY APPROVAL RVWD BY: R,I /Ml AMEND 2017-0012 L.._ ______ .!E:.:<:i:::ir,::a.::ti~o:,:n_D:ca:ct~e"":=ng=.'=1k=•u~=·•=-1. _______ ..J.. _______________________ L ______ ...,L _______ ..J.. _____________________________ _J:, DI RT ENLARGEMENT-C SYMBOL LEGEND EQ. EQUAL 'L PROPERTY LlNE AC AIR CONDITIONING UNJT PA PLANT ER AREA <t CENTERLINE SQ. SQUARE TYP. TYPICAL SIM. SIMILAR BCR BEGINNING OF CURB RADIUS _AllG!\ ALTGN WI ADJACENT SURFACE PAVING LEGEND @ 3-1/2" THICK CONCRETE PAVING, NATURAL GREY, MEDIUM BROOM HNISH AND HAND TOOLED SCORELINES, SEE DETAIL A/6 @ PLAY AREA SURFACING. TBS CONSTRUCTION NOTATION [D PRODUCTION FENCE/WALL -REFER TO PLA'JS BY CIVIL ENGfNEER [TI PRODUCTION SIDEWALK -REFER TO PLANS BY CIVIL ENGINEER [I) PRODUCTION CONC. STEPS -REFER TO PLANS BY CIVIL ENGINEER [I) FACE OF CURB -REFER TO PLANS BY CJVJL ENGINJcER [I) ACCESSIBLE PARKING -REFFR TO PI.A "\IS BY CIVIL ENG INF.FR (JD TRUNCATED DOMES -REFER TO PLANS BY CIVIL ENGINEER II) MOW CURB, SEE DETAIL B/6 [TI P.LP. CONCRETE BENCH, SEE DETAIL D/6 [I) P.LP. CONCRETE FIRE PIT, SEE DETAIL F/6 fill STEEL ARBOR WITH BBQ COUNTER, SEE DETAIL A/8 @] [ill llil COVERED OVERHEAD STRUCTURE WITH BBQ COUNTER, SEE DETAIL A/7 BENCH(4 TOTAL@PLAYAREA)-MODEL TBS, AVAILABLE THRU. RECREATION BRANDS, MIKE ETCHISON, 858-442-3670, SECURE TO PAVING PLAY STRUCTURE 2-5 AGE -SEE SEPARATE PLANS BY. RECREATION BRANDS, MIKE ETCHISON, 858-442-3670. INSTALL PER PLAY sntuCTURE 5-12 AGE-SEE SEPARATE PLAKS BY. RECREATION BRA.NDS, MIKE ETCI-IlSON , 858-442-3670. DEEPENED CO"\ICRETE EDGE AT PLAY AREA RECYCLED RECEPTI\CLE -(2 TOTAL)- -MODEL -TBS, AVAfLI\BLE THRU. RECREATION BRANDS, MIKE ETCHISON, 858-442-3670. (B TRASH RECEPTACLE-(2 TOTAL) -MODEL-TBS, AVAILABLE THRU. RECREATION BRANDS, MIKE ETCHISON, 858-442-3670. NOTE: ALL "OR EQl"AL" ITEMS SHALL BE ,\PPROVED BY THE U\NDSCAPE ARCHITECT PRIOR TO PURCHASE AND/OR INSTALLATJON. lF ITEMS DO NOT lvLATU--1 SPEC., CONTRAC'IORSHALL HE REMOVE MD REPLACE SAJIJ ITEMS WITH ITEMS THAT MATCJJ SP[C. TO THE SAT!Sf-ACTION 0[' TIII LA:'-fDSCAPE ARCIIJTECT A._"\lOOWNER. ALL ATNO COST TO THE O\VNER • DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST w,,ro DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ·"-. I ' .... ..... , ....._~ -....__ /4," --·---/4 - I I I I I I I I I / / ~ I I I _ ,. 7 .~ ENLARGEMENT -B I' \ I \\,, \ I l ' , 4 < 4 . < 4 \ , ' 2 , I . < • I i • I I ,, \@ ENLARGEM ENT -D \,,,,:u,C,p?'~ xi~. ')-Sf.. 1.7;.. " s~,,. ',,J.~~ "":I -.,,. -~ ~ • r·"'."~ * 5-28-24 ~- '--DATE ~',~ op c~1S"'" Expiration Date: •)')-'.(•-m-1 ENLARGEMENT-A APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING 7 ~\ s J R AREA. "AS BUil T" ~~_) iands,ap0 ar,i'lil<1c/urJ ' la~d plan•1111g GRAPHIC SCALE 7859 Sitio Coco RCE EXP. DATE Carlsbf'ld Ca. 92009 10' 0 10' 30' TCL 94,; 2 7(, GH•lll PAX 949 276 65C5 I " ' " ' " s_j<lillC.C()m REVIEWED BY: I . SCALE 1" = 10" INSPECTOR DATE /1\ I SHSET 11 I CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA TOWN SQUARE PARCEL 3 CONSTRUCTION PLAN -ENLARGEMENT ' I APPROVED: A 1.t,{ ~•v• (,p /z.4 { t.4 I PLANNING DWN BY: ~ I DATE PROJECT NO. DRAWING NO. r INITIAL DATE INITIAL DATE INITIAL R,1/MI REVISION DESCRIPTION CHKD BY: LPC-2022-0030 536-1 L DESIGNER OF WORK OTI-IER APPROVAL CITY APPROVAL RVWD BY: R,(IMI AMEND 2017-0012 ' Cl µ:1 PLAN VIEW SECTION LEGEND CD 4x4 REDWOOD POST -CHAMFER TOP OF ALL POSTS 0 2x6 REDWOOD BACKBOARD - SECURE TO POSTS 0 4x4 REDWOOD SLEEPER· SECURE TO GRGUND WITH WOOD STAKES 0 2x6 REDWOOD PITCHING PLATFORJVI. SECURE TO SLEEPER 0 2x6 REDWOOD HEADER E HORSESHOE PIT 1' PER PLAN F P.I.P. CONCRETE FIRE PIT 0 (j) CD ® @) @ 6' 2' ~ 2x4 REDWOOD HEADER @ (BEYOND) (BEYOND) '-0 ' - COMPACTED DECOJ\1POSED GRANITE lx2xl2 REDvVOOD STAKES- SECURE WITH (2) 6D GALV. NOTES: NAILS 3/4"x36" GAL V. STEEL STAKE A. CONTRACTOR SHALL PROVIDE (1) HORSESHOE SET PER HORSESHOE PIT. 6" DEEP SAND PIT FILTER FABRIC B. ALL WOOD SHALL RECEIVE: (2) COATS STAIN, NATURAL COLOR I CLEAR, OR APPROVED EQUAL. COMPACTEDSUBGRADEPER SOILS REPORT 1' 3 LEGEND ------------------CD 0 0 0 0 © (j) NOTE: 2" DIA. TCMBLED LAVE ROCK, AVAILABLE THRU: SEPULVEDA BUILDING MATERIALS 3" LAYER OF SAND P.I.P. CONCRETE FIRE PIT WITH 4" BOARD FORM FINISH, COLOR· TBS EXPANSION JOINT FINISH SURFACE CONCRETE FOOTING STEEL REINFORCEJ'v!ENTS: NO. 3 VERT. @ 16" O.C., BEND@ FOOTING NO. 4 HORIZ. & FTG i'r!) 16" O.C., & AS SHOVlN COMPACTED SUDGRADE PER SOILS REPORT GAS SUPPLY GAL V. DRAIN AND LINE A. COORDI:-JATE FINAL LOCATION OF GAS LOG KEY/ COMMUNITY ELECTRONIC FOB ACCESS KEY WITH SITE SUPERINTENDENT. 6" 4 r-@ I '-0 B CONCRETE MOW CURB D P.I.P. CONC:RETE BENCH 4'-2" ' ' 3 ~ ":~ DIRECTORY SIGNAGE l © ~ \,, G DIRECTORY SIGN 3" CLE,-R LEGEND CD 0 0 0 NOTE: NA TUR.AL GR.A Y (NO COLOR) CONCRETE MOW CURB -1/4" RADIUS EXPOSED EDGES, WITH TOP-CAST NO. 25 FINISH NO. 3 REBAR, CONTINUOUS -SET AT MID-HEIGHT I \VIDTH, OVERLAP 12" MIN. AT SPLICES, TYP. COJ\1PACIED SUBGRADE PER SOTLS REPORT FINISH GRADE AT PLANTING AREA: • I" IN TURF AREAS -3" TN SHRUB AREAS/ FLUSH WITH FINISH GRADE OF MULCH SECTION LEGEND FJNJSH SURFACE-REFER TO PAVING LEGEND FOR COLOR I FINISH ]14" RADIUS, TYP. 1/8" WIDTH X 3/4" DEPTH SAW CUT JOINT/ HAND TOOL JOINT A. PROVIDE SCORE .JOINTS AT 8'-0" O.C. AND 3/8" POLY EXPANSION JOINT AT EACH END. 0 0 0 0 COMPACTED SUBGRADE PER SOILS REPORT 114" POLY FELT EXPANSION JOINT -FILL TOP 1/4" WITH THIOKOL SEALANT, OR APPROVED EQUAL 6"x6" x JOxlO E.W.W.l'v1. PLACED AT PAVING MID-HEIGHT (UNLESS OTHERWISE DIRECTED BY SOILS REPORT) a C ~ "I Co LEGEND P.I.P. CONCRETE BENCH WITH 4" BOARD FORJ\1 FINISH, COLOR· TBS CONCRETE FOOTING CD 0 0 0 0 0 (j) CO!vIP ACTED SUBGRADE PER SOILS REPORT FINISH SURFACE EXPANSION JOINT FINJSH GRADE I PLANTING AREA CUSHIONS • SUNBRELLA FABRIC, OR APPROVED EQUAL. COORDINATE COLOR AND ACCENT CUSHIONS WITH O\VNER i INTERIOR DESIGNER NOTES: A. DETAIL IS FOR DESIGN INTENT ONLY. B. REFER TO STRUCTURAL DRAWINGS FOR ALL STEEL REINFORCEMENTS, FOOTING TNFORJ\1ATION AND CALCULATIONS. C. CONTRACTOR TO SUPPLY AND INSTALL STAINLESS STEEL (COUNTERSUNK) CUSHION HOLD DOV.'NS ON BENCH. COORDINATE FINAL CUSHION SIZE. D. ALT. OUTDOOR H.D. VELCRO, OR APPROVED EQUAL. LEGEND NOTE: A C CONCRETE PAVING RADIUS SECTIONS WOOD HEADER (D 4X4 TUBULAR STEEL POSTS (1) FINISHED GRADE Q) TUBULAR STEEL FRAME A DIRECTORY SIGN SHALL BE PROVIDED FOR THE PROJECT AND DESIGNED AS PER CFC SECTION 505 4 AS AMENDED BY CARLSBAD FIRE DEPARTl\1ENT. MAP./DIRECTORY TO READ AS FOLLOWS: @ LIGHTED SIGN PROVIDED BY OWNER. COORDINATE INST ALLA TI ON V.'ITH OFF SITE SUPER.INTENDANT. NOTE: I. I. ALL STEEL SHALL RECEIVE (I) COAT OP PRIMER AND (2) COATS OF PAINT. COLOR:TBS 1. A LIGHTED DIRECTORY MAP, MEETING CURRENT FIRE DEPARTMENT STANDARDS SHALL BE INSTALLED AT EACH DRIVEWAY ENTRANCE TO MULTIPLE UNIT RESIDENTIAL PROJECTS AND MOBJl ,F. HOME PARKS, WHERE THE NUMBER OF UNITS IN SUCH PROJECT EXCEEDS 15. NOTES: A. REFER TO CONSTRUCTION PLANS FOR SAW CUT JOINT AND HAND TOOL LOCATIONS. B. INSTALL EXPANSION .JOINTS AT 20 FEET ON CENTER, TYP. (UNLESS OTHERWISE DIRECTED BY SOILS REPORT) LEGEND CD 0 0 0 0 FINISH GRADE 318" TI-IK. REDWOOD/ COMPOSITE BENDER BOARD LAMINATED TO 1-1/2" THICK FINISH GRADE/ SURF ACE OF D.G. / GR.A VEL V.'EED BLOCK FILTER FABRIC lx2xl2 REDWOOD STAKE@ 48" O.C., MA.X. SECURE WITH (2) 6D GAL V. NAILS 2x4 RE DvVOOD HEADER APPROVED F"OR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING S J R 0 AREA. ~ laridsc·,.p e urc·hi/c·nure /,,,,,1 plunliing 7859 Sitio Coco Carlsbad Ca. 92009 TEL 9l 9276 65JC•IFAX ;i-19 276 65 •) 5 www.;·1a1nc. C'>m ------------------11;:; "AS BU IL T" B f' "" -----C RCE __ _ EXP. ___ _ DATE ------------------1;; REVIEWED BY: ~ 'T,· -.,: -----i.,:, 2. DETAIL IS FOR DESIGN INTENT ONLY. CONTRACTOR SHALL PROVIDE SHOP DRA \VIN GS FOR APPROVAL BY O\VNER OR THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 1 INSPECTOR DA TE P ....----,---.,........,.--------------r---r--1----,----,,----......... ----------------t.,: I SH6EET 11 CITY OF CARLSBAD 1----+--+---------------t--------t---t----+-----J _ PLANNING DIVISION t----+--+---------------t--------t---1----+-----i l----+--+---------------t--------t---1----+-----J LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA TOWN SQUARE PARCEL 3 CONSTRUCTION DETAILS >-=-i 1----+----l--------------+---+----lf-----t----J I APPROVED~ Al<C7,, .. _PLANNING ~ er,{u(l4 I ~ ~ DWN BY: PROJECT NO, DRAWING NO. ~ DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: ---W-','J>W-LPC-2022-0030 536-1 L g,' L ___ _jEx;;ira~tia~o_!D~at~e:_:;!!"';!!':·'"·:§'""~D=ES~IG~NE~R_:O~F~W~OR~KL __ _::.:=~:::=:_=:_ ___ J..'.O~TH'.'.:E:'.'._R~AP~P~RO:::'.VA~LJ_:_C~ITY~AP:P~R0'.2'.VA~LJ.!::R::VW:::D::::::BY:;:::=~:::!.:::=A~M~E:!N~D~2~01!::7~-0~0~1~2~:==::::::::=::!J~ A co ' f-- . . I, , I, 2' , , , , , . " ' r::;· 6" rs I ,,• , -' 'I , .. . ID. " / ' -" //, ~ V/ , '/ / ij ... ½ ~ I ~ ~ ' ~ ID ' i? b -:1 ~ ~ ~-~ ~-::3 ~ ~ " ~/, -. •1/ . " ~ ' ID_., ~ .. r" 1/ 6" ~ ' ,-, 1// , , . • " ROOF FRAMING PLAN 5 2 4 2' 1 I-------':)! I" 6" ' I I ("'-. _f"--1 I I I I I Ll-. J.__ I I I I L _J I L __ _J 11 )---L---~ 14'-6" , , .,, I , ... ' ' - J ' , ' 17 BBQ SECTION/ OVERHEAD FRONT VIEW ELEVATION COVERED OVERHEAD STRUCTURE WITH BBQ COUNTER I ' I , ... 30' 6" - - ,, 3' 'I , ' .... ◄ ~ I I "1111 1----- ---f 13 .. _ I I C , , • , , ' ' I I I I I I I I I I I I I I ~ I I I I I I I I I I I L _J I L __ _J , ' / , , r I I l '-6 11 2' O.C., TYP. , , , , , , ... ... I- ; L_ I I I I I ' / -------/ -.. ' 7 -,..-1 / ,J··,1;. ~. '~-: , , ' ~ , ..,, ~ , , , , 2 , / ~ ' 5 / ij ,~/ // / I ;;;; ½, --,z:: , ;,;, ' 1 1i: '/ ::a , , 3 ' ' ?;; -;:c ---/ -/ ,,.. ;,/ / : / : / : / ·,; ; 6 ' / ' t;~ 2"TYP. -- . , . / , I.,,-· ~ / ... / ----·--.. / / .• .):, ' , ~ / I ): '+'.,i: 7/. ~ 'i ' / ' v! ,,. •;;,, ;, I. . • L,i,.: i .. . ' . I , -,. :1: , .. I. 0 / ( ,, . ;. 1,:::.¥ f'] .f / " I '''.t ., !~ / r· ' -.-.. ~ ,;a;; -l1; -r:.i; -· ,, I 'i;) ,,· ;l /_ , I., , "S"!ij ''!\,. ,, .,,"j·''f ,, ~/ ,/ , 1/ ,, ~,it -. ";. ;; '">"' * """' ?'r 10 i;"::, I I I I I I I I I I L_J I L __ _J "y;,. . / : • / "' .... / ' : ' / / , ' 1/, 2' -0 7 5 12' 3' EQ. EQ. 6" 0 i ID .,.___-I----1 - ~'----!15 ---------1+-----IF;;_-=-=----'='i...-=-=-_t-=...::::-:...r'7fl~.=,-=~ I -~ \ I \ I I I I NOTES: A. DETAIL IS FOR DESIGN INTENT ONLY. --,.,-------1 -- ( @ I B. REFER TO STRUCTURAL DRAWINGS FOR ALL OVERHEAD STRUCTURE CONNECTIONS, STEEL RENFORCEl\1ENTS, FOOTING INFORMATION, AND CALCULATIONS . I ■ C. PAINT -COLOR SHALL MATCH ARCHITECTURE (ROOF AND TRIM), OR APPROVED EQUAL. ALL EXPOSED STEEL/ MET AL SHALL RECEIVE: (2) COATS RUST INHIBITIVE PRIMER (2) COATS ENAl'v1EL PAINT ALL EXPOSED WOOD SHALL RECEIVE: (2) COATS WATER RESISTANT PRIMER (2) COATS ENAMEL PAINT D. GRIND ALL WELDS SMOOTH BBQ PLAN VIEW 2' G) ~~~ _. .... ----------------------------- 1 )------':)I I\ r'--.\, ' I ' I ' I I_J I l" I L--~ : 16 : : L7 I r----------------------7 I rj 111---T-- ~ I I I I I I I I I I I I I I I I I I I I I I I I I I I L_J I I L_J I ~L __ _J L __ _J SECTION -A M co ' f-- LEGEND 0 0 0 0 0 © (j) ® @) @ @ @ @ 6"x6'' TUBULAR STEEL POST 6"x6'' TUBULAR STEEL BEAl\1 4x6 WOOD RAFTERS @ 24" O.C. 4x8 WOOD FASCIA RAFTER -NOTCH TO RECEIVE TONGUE AND GROOVE AND CDX SHEATHING (FLUSH SHEATHING AND RAFTER SURF ACE) 4x6 WOOD FASCIA I x6 WOOD TONGUE AND GROOVE CEILING 3/4" CDX SHEATHING STANDING SEAl'vl METAL ROOF (OVER APPROVED FELT UNDERLAYMENT AND PERIMETER METAL ROOF FLUSHING) - MATCH ARCHITECTURE OVERHEAD STRUCTURE CONCRETE FOOTING BBQ CONCRETE FOOTING COMPACTED SUBGRADE PER SOILS REPORT CMU BLOCK, GROUT ALL CELLS SOLID SIDING -MATCH ARCHITECTURE SIDING SUBSTRATE, OR MFR APPROVED EQUAL -SECURE TO WALL WITH STAINLESS STEEL NAIL/ SCREW P.I.P. CONCRETE COUNTER VvlTH WATERFALL SIDES, COLOR-TBS, POLISH AND SEAL @ 4"x4" TOE KICK TILE-TBS @ 36" WIDE STAINLESS STEEL BBQ UNTT -TBS @ STAINLESS STEEL DOUBLE ACCESS DOORS - TBS COMMUNITY ELECTRONIC FOB ACCESS KEY 120V OUTDOOR RATED GFCI ELECTRICAL OUTLETS WITH PLUG COVERS ELECTRICAL SUPPLY GAS SUPPLY EXPANSION JOINT FINISH SURF ACE APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLAN TING AREA. ~ 1-------------------lfC "AS BUil T" s S J R iand.,c«p~ cuchilcc1urc /cind p lan,~in7 7859 Sitio Coco Carlsbad Ca. 92009 ~ f-< u 6 u c;:; RCE___ EXP.____ DATE -' -----------------'~ REVIEWED BY: t: ~ ,'.: ~====+====i211::===========================r====r====t====r===Jr:=====~IN=S=P=EC==T~O~R;:::::::======;;;;D=-A=T~E~~~~ i----t---+------------+----+--+----+---11 s7ET 11 CITY PL?NENG Co~~o~SBAD I ~ l---t--+---------------+---+--1---l----1 ~LA=.N::::D::::S::::C::.'.,AP~E;=;IM=.P::::R=O=.VE::::M=.E=N=T:::P:::LA::::::N=s =F==o=R,======='. ~ LA COSTA TOWN SQUARE PARCEL 3 CONSTRUCTION DETAILS t----+--+-------------+----l-~1----1-----11 APPROVED: A,15. 4/ q u . t---t--t----------------+---+---11---1----1 PLANNING DATE INlllAL DATE INlllAL DATE INlllAL DESIGNER REVISION DESCRIPTION DWN BY: .'.(' ,uu PROJECT NO. DRAWING NO. CHKD BY: "'•I LMI LPC-2022-0030 536-1 L § ~ f-< Expiration Date: M 3o.2oz4 OF WORK OTHER APPROVAL CITY APPROVAL L-----==~~=;l._ ___ _j_ ____________ ___L ____ .L_ ____ ..:.___::...i...:=======::::==::...::::~~~'.:::'.:::'.::~::'.=:=======::'..1~ RVWD BY: "'.i'i'.MI AMEND 2017-0012 ' B C EQUAL SPACE BASED OFF NEAREST STEP TREAD ~ . . I, (., 1 4' MAX. 1 4' MAX. 1 I !'MIN. 1 ~ o (12" + TREAD MIN.) ~ 6'' 6" f-< ~ ©-r-® I 5 SECTION ,, ~' M LEGEND 0 0 0 0 0 0 (i) ® 0 1-1/2" O.D. GALV. STEEL HANDRAIL AND POSTS -MATCH BUILDING HANDRAILS EXPANSION JOINT, TYP. ADJACENT PAVING/ FINISH SURFACE P.I.P. CONCRETE STEPS COMPACTED SUBGRADE PER SOILS REPORT (4) 1/4" DEEP 'V' GROOVE PER ADA CODE- PAINT WHITE STEP RISER VARIES -REFER TO CIVIL PLANS NO. 3 REBAR(~? 12" O.C., EACH WAY 1/4" RADIUS, TYP. STEPS AND HANDRATL RAMP HANDRATL CORE DRILL CONCRETE TO ACCEPT 9" OF POST, ENSURE 3" CLEAR BETWEEN POST AND EDGE OF CONCRETE. GROUT V.'ITH NON-SHRINKING GROUT AND PROVIDE SEALANT ATI'INISHED SURFACE CONCRETE FOOTING NOTES: A. CONCRETE COLOR AND FINISH TO MATCH ADJACENT CONCRETE PAVING. B. HANDRAIL SH.ALL ADHERE TO ALL ADA GUIDELINES. FOR STAIR WIDTH OF 88" OR .MORE, ANINTER1-1EDIATE RAIL SHALL BE REQUIRED. C. HANDRAIL COLOR AND FINISH SH.ALL MATCH BUILDING HANDRAILS. D. INSTALL HANDRAILS FOR FLIGHT OF STAIRS HA YING 2 STEPS AND ABOVE. 0 ~ ' <r, 24'-4" +!- 19'-8" +/-PER PLAN 'E, 9'-2" 9'-2" ~ - - -------- --------,~-----------------¥- 1 r I I M I I 6" I I -----I- I~ I I EQ. I ,@ EQ. EQ. 9 I +--- 6 7 I ,@ EQ. , __ _ ---------------- I 6" I I I ~I E---------1 s ~ _J LEGEND 0 0 0 0 0 0 (i) ® 0 4"x4" TUBULAR STEEL POST 4"x4" TUBULAR STEEL BEAM STEEL SUPPORT -MATCH ARCIDTECTURE 2"x2" TUBULAR STEEL LATTICE@ 12" O.C. P.I.P. CONCRETE COUNTER WITH WATERFALL SIDES, COLOR -TBS, POLISH AND SEAL STDING -MATCH ARCHITECTURE SIDING SUBSTRATE, OR 11I'R. APPROVED EQUAL-SECURE TO WALL WITH STAINLESS STEEL NAIL/ SCREW 4"x4'' TOE KICK TILE-TBS 1" THK. STUCCO TO M<\.TCH ARCHITECTURE -END 1" ABOVE FINISH GRADE PLAN VIEW @ @ @ @ @ @ @ @ CMU BLOCK, GROUT ALL CELLS SOLID CONCRETE FOOTING 3'TYP. r l<f-------{4 'TYP 2 1 0 -' 20 6" ' r <r, & ~-l " I I I I I ' I 0 ~ ,QO -0 CD-<~ ----------~ <:'", ~ 13 l" _..,1 I l_ I I ~ I I ~ L7 ,-------------------7 1 ,-------------------7 r_J I I I I I I I I IuI IuI I u1 L __ J L __ J L __ J 4 2" II 1-~ I ', I ' ' ' I I C. I ' ,. --l . . . 10 ]' I 6" 1" 0 E-----@ ~---'---{ 12 COMPACTED SUBGRADE PER SOILS REPORT FINISH SURFACE FINISH GRADE I PLANTJNG AREA EXPANSION JOINT 36" \VIDE STAINLESS STEEL BBQ UNIT -TBS STAINLESS STEEL DOUBLE ACCESS DOORS - TBS ELECTRICAL SUPPLY GAS SUPPLY 120V OUTDOOR RATED GFCI ELECTRICAL OUTLETS WITH PLUG COVERS COMivlUNITY ELECTRONIC FOB ACCESS KEY NOTES: A. DETAIL IS FOR DESIGN INTENT O::-SL Y. B. REFER TO STRUCTURAL DRA v.TJNGS FOR ALL OVERHEAD STRUCTURE comrECTIONS, STEEL REINFORCEMENTS, FOOTING INFOR11ATION, AND CALCULATIONS. C. PAINT -COLOR SHALL BE BLACK, OR APPROVED EQUAL. ALL EXPOSED STEEL/ METAL SHALL RECEIVE: (2) COATS RUST INHIBITIVE PRI11ER (2) COATS ENAMEL PAINT D. GRIND ALL WELDS SMOOTH FRONT ELEVATION SECTION A STEEL ARBOR WITH BBQ COUNTER S J R I ,n,ds,:;ap~ ari::hi1e,i1,r~ lar,J ;;,lar:.,,iug 7859 Sitio Coco Carlsbad Ca. 92009 """·S.J<llnC com APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLAN TING AREA. ~ -------------------1,l,i "AS BUILT" 8 RCE __ _ EXP ____ _ I': u 6 -----y DATE ,,, ~ "' -------------------1~' REVIEWED BY: ~ I': i: -----~ ~====l====r:a:;::===========================[====r====t====r===Jr:=====~IN=S=P=EC=T=O=R=================D=A=T=E==:::-l'~ l-l-===~==1=1====================~===~==j===1===! ._I S=H8E=ET=l--'=I ==C=I=T=Y:::::::=::::O=F===C=A=R=L=S=B=A=D==I "',,; ~ . PLANNING DIVISION . ~ 1----+--+----------------+------1---1---_j_------1 LANDSCAPE IMPROVEMENT PLANS FOR: ~ LA COSTA TOWN SQUARE PARCEL 3 ~ EC CONSTRUCTION DETAILS l-< l---+--+------------____jl-------1-----1------1------1 I APPROVED:~ iQL·. c,(24/z4 I ~'-; f----+--+---------------1------l---1-------l-----1.PLANNING . ~ f--D""'A""TE-+-cc1N=1TCCIAL,-+---------------+--+---+---I------I ~D=.:W:::::N:::;B:::::Y:::::: =::;::;=:::;--;:::===P=R=o=JE=c=T=N=o=, =::::;-;::D=R=A=W=IN=G=N=O=!. 8 '--DA_IT_ ~I_NI_TIA_L___,__DA_IT_L_IN_IT_IA_L___, CHKD BY: R,l /Ml LPC-2022-0030 ~ DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: R,(/MI AMEND 2017-0012 536-1 L N L_ ___ ~EX'.E_Pi!!:!;ra!!;!tio~n_.!;D~at;;;e:~09-~°'-~'02+~----_L ______________ _L:.:..:_::.:...:,::..:..:_:::.:.:.:_:_L..::.:.:_:....:.::_.:.:.::::.:.:.:..L::======-============::.J::!1 GENERAL NOTES 1.0 BIDS. CONTRACTS AND INSURANCE A. EACH BIDDER SHALL INSPECT THE SITE BEFORE SUBMITTING HIS BID. ll. JHE OWNER RESERVES THE RlGHTTO REJECT ANY OR ALL BIDS. C. SEPARA.TE CONTRACTS: THE OWNER RESERVES THE RIGHT TO LET OTHER CONTR<\CTS IN CO'-INECTION WITH HIS WORK. THE CONTRACTOR SHALL AflOJill OTHER CONTRACTORS REASONABLE OPPORTUNITY FOR THE EXECUTION OF !HEIR WORK, AND SHALL PROPERLY COORDINATE HIS WORK WITH TIIEIRS. D. LIABILITY AND COlvlPF.NSATJON INSURANCE; THE CONTRACTOR SHALL CARRY AKD PAY FOR ADEQUATE LIABILJTY A'ill COMPENSATION INSURANCE AI\TI SHALL, IF REQIJIRF.Tl, FURNISH THE OWNER WITI1 EVIDENCE TO THIS EFFECT. E. GUARi\.KTEE BO'-l'DS: THE OVi'-IER SHALL HAVE THE RIGHT, PRlOR TO TlIE SIGNING OF THE CONTRACT TO REQUIRE THE CONTRACTOR TO H:RNISH BOND COVERING OF THE FAlTHFUL PERF.ORIYlANCE OF THE COKTRACT AND THE PAYMENT OP ALL OBLIGATIONS ARISING THERElJNDER, TN SUCH FORM AS THE OWNER MAY PRESCRIBE AND WITH SUCH SI.RETIES AS HE MAY APPROVE. If SUCH BOND IS REQUIRED, THE PREMIUM SHALL BE PAID BY THE OWNER. 2.0 PLANS AND PERMITS A. ALL CONSTRUCTION SHALL BE ACCORDlNG TO CONSTRUCTION DOCUMEI\TS AND SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDlTION OF TIIE U.Il.C. fl. CORRELATION OF DRAWINGS AND SPECIFICATIONS; ANY WORK NOT ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SH A I .L BE REMOVED. C. DO NOT SCALF DRAWINGS. USE DIMENSIONS INDICATED. D. ANY DISCREPANCY IN TflE DRAWINGS OR SPECfflCATIO~S SHALL llE CALLED TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT. r•AlLUllli ro DO SO WILL PLACE RESPONSIBILITY ON THF COl\'TRACTOR. E. PERtvOTS, FEES, ETC.; IBE CONTRACTOR SHALL ARRANGE AND PAY FOR THF. BUILDING PERMIT AND EACH SUBCOKTRACTOR SHALL ARRANGE AND PAY FOR PERMlTS FOR THEIR RESPECTIVE WORK. 3.0 EXECUTION A. CONTRACTOR TO VERIFY ON SITE, ALL DIMENSIONS A'ill LOCATIOJ\ OF ANY UNDERGROUND UTILITIES. B. DEMOLITION AND REMOVALS SHALL PROCEED ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCfllTECTIOWNER. C. CUT, CAP, OR PLUG, AS REQUIRED, THOSE UTILITY LIJ\ES SERVING THE AREA WlTHIN THE PROJECT LIMITS SHALL REMAIN UNINTERRUPTED DURING THE WORK PROGRESS. D. CARE IS TO BE TAKEN NOT TO DEFACE, CRACK OR DAMAGE ANY EXISTI'-!G STRUCTURES, FENCES OR CONCRETE WORK ALL DAMAGES TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE. E. CUTTING AND PATCHING; THE CONTRACTOR SHALL DO ALL CUTTlNG, FITTING OR PATCHING OF HIS WORK THAT MAY BE REQUIRED TO MAKE lT COMPLETE AS SHOWN BY DRAWINGS AND SPECrFICATIONS. ANY COST CAUSED BY DEFECTIVE OR ILL-Tll\,IED WORK SHALL BE BORNE BY THE PARTY RESPONSIBLE THEREFORE. F. CLEANING: IT SHALL BE THE DUTY OF EACH SUBCONTRACTOR TO REMOVE HJS OWN RUBBISH FROM THE PRE\11SES AND KEEP THE JOB CLEAN AT ALL TIMES. HE SHALL PROTECT WORK OF ALL OTHER CONTRACTORS. G. CONTRACTOR SHALL THOROUGHLY CLEAK UP SITE AND REMOVE ALL DEBRlS AND EXTRANEOUS MATERIAL FROM THE SlTE PRIOR TO FINAL APPROVAL. H. CONDUCT OF THE WORK: THE CONTRACTOR SHALL, AT ALL TIMES, KEEP A COMPETENT FOREMAN ON THE JOB WHO SHALL BE IN CHARGE OF THE ENTIRE WORK INCLUDING THE WORK OF HJS SUBCONTRACTORS. HE SHALL BE RESPONSIBLE FOR ITS ACCURACY. 4.0 EXTRAS AND SUBSTITLTIONS A. ANY EXTRAS TO BE APPROVED IN WRITING BY THE OWNER PRlOR TO ANY CONSTRUCTION. B. THERE ARE TO llE NO S!JRSTJTl :TIONS WlTHOllT THE PRIOR APPROVAL OF THE LAI\TISCAPE ARCHfTECT 5.0 PAYMENT LIEK RELEASES FOR THE COMPl.F.TF.D WORK SHALL BE Sl/BMITTED PRIOR TO PAY\1ENT FOR SAID WORK . MASONRY SPECIFICATIONS 1.0 SCOPE OF WORK A. GENERAL: THIS WORK Sl!ALL CONSIST OF FURl\!SHJNG ALL LABOR A ND MATERIALS FORCONSTRUCT!OKOR lNSTAT.T.ATTON OF ALL LABOR AND STRUCTURES, AND IJRICK OR TILE AS DETAH,FD ON THF. PJ,ANS. B. WORK INCLUDES THE lNSTALLATlON OF ANCHORS AND INSERTS PURNISITED IJY OTIIER REQUIRED FOR OTHER TRADES, RF.INFORCF.MF.I\.T STEEL, CO'-ICRETE BASES OR FOOTINGS, A ND STUCCO FINlSH ES. 2.0 MA TERlALS A. REFER TO PLA'-IS FOR SPEC!FJC MATF.RlAT. TYPES, COLORS FfNJSHES, ETC. R CONCRETE MASONRY llNJTS: CONFORM TO ASTM C90, GRADE N-11 AND THE REQUIREMENTS OF THE QUALITY CONTROL STANDARDS OF THE CONCRF.TF. MASONRY ASSOCL<\TION; AS MANlIFACTlJRED llY ORCO BLOCK CO., OR EQUAL. C PORTLAND CEMENT: CONFORM TO ASTM Cl 50, TYPE I OR TYPE TI, TYPE, LOW ALKALI. USE ONl,Y ONE BRAND THROUGHO!JT WORK. PROVIDE WHITE CEMENT AS REQUIRED FOR lJSE IN COLORED MORTAR. D. HYDRA TED UMF: CONFORM TO ASTM C207, TYPES, AND CONTAINII\G 95% BY WEIGHT OF CALCIUM OXIDE. E. AGGREGATES: CONFORMTOASTMCl44. E. I. SAND: CONSIST OF FINE GRANULAR MATF.RTAl S, (NOTl ,F.SS THAN 5% PASSING NO. 8 SIEVE), COMPOSED OF HARD, STRONG DURA RI ,F. MINERAL PARTICLES, FREE FROM INJURIOUS AMOUNTS OF SAT.INF, Al.KAUNE, ORGANrC OR OTHER DFl.ETF.RlOIJS STJBSTAJ\CF.S. E.2. PEA GRAVEL: GRATJFD WlTHNO MORE THAN\% PASSING THE NO. 8 STEVE AI\TI WlTH 100% PASSING THF.. 318" STEVF. F. RE rl\FORCING STEEL: NEW, TESTED DEFORMED BARS OF DOtvlESTIC MANUF ACTl!RE CONFORMT\IG TO ASTM I 615. G. WATER: CLEAN, POTABLE, FROM DOMESTIC SUPPLY. H. ADMIXTURE FOR MORTAR: "RED LABEL'' CSED IN ACCORDANCE WITH IBE SPECfflCA TIO'-!S. I. MORTAR: FRESHLY PREPARED AND U'-IIFORMLY ~OXED IN THE RATIO BY VOLUMES OF l PART CEMENT, 112 PART LIME PUTTY, 4 1/2 PARTS SAND. PUTTY SHALL BE O\1ITTED. MORTAR SHALL MATCH COLOR OF BLOCK, UNLESS OTHERWTSE SPECIFIED. J. GROUT: FLUID CONSfSTENCY AND J\,flXED lN TIIB RATIO BY P,\RTS SAND, 2 PARTS PEA GRAVEL. K LlME PUTTY: ASTM CS, HIGH CALCIUM LIME, COMPLETELY SLAKED BEFORE USING. 3.0 EXECUTION A. EXECUTE WORK IN BEST WORKMANSHJP LIKE MANNER l'-1' FULL COMPLIANCE WITH APPLICABLE BUILDfNG ORDINANCES. B. CONCRETE BLOCK SHALL BE LAID AS REINFORCED FILL CELL UNIT MASONRY. BLOCK SHALL BE LAID ON 3/8" THICK FULL MORTAR BED ON ALL WEBS AND FACE SHELLS. VERTICAL FACES OF HEAD JOlNTS SHALL BE WELLBCTTERED TO A DEPTH OF I 112" FROM EXTERIOR FACES AND ALL JOINTS SHALL BE SHOVED l'-l'TO PLACE, SO THE MORTAR BONDS WELL WITH BOTH BLOCKS. FURROWING OF THE MORTAR IS NOT PERMITTED. INTERSECTING MASONRY SHALL BE GROUTED IN 4'-0" MAXl\1\JM POURS. UNLESS OTHERWISE NOTED ON PLANS, ALL CELLS CONTAINING REINFORCING SHALL BE SOLID GROUTED. PUDDLE THE GROUT WITH A STICK IN EACH CELL, EACH TIM'E 1T JS POURED, TO OBTAIN A COMPLETE FILLING OF THE VOIDS. RECONSOLIDATE ALL GROUT. RCN ALL HORIZONTAL BARS IN BOJ\D BEAM BLOCK AND LAP AROUND CORNER A'-ID AT ALL SPLICE 2'-0" MINlMUM. RlJN Al.L VERTICAL IJARS !N OPEN END BLOCK. C. DO NOT START MASONRY IF THE HORIZONTAL OR VERTICAL ALIG"lMENT OF THE FOUNDA TrON rs A MAXIMUM OF I" TOTAL !N ERROR. D. ALL UNITS SHALL BE CLEAN WHFRE LAID. CONCRETE UNITS SHALL BE DRY. BR[C:K SHALL BE WETTED llllT HA VE NO FREE MOVING WATER WHEN LAID. E. WHERE "lO BOND PATTER''l IS SHOWN ON TI-IE PLANS, THE WALL SHALL BE RUNNING BOND. F. WHERE MASONRY UNIT CIJTTING IS NECESSARY, !\,LAKE ALL curs NEAT AND REGULAR, EDGES EXPOSFD IN THE FINISHED WORK SHALL BE CUT WTTH A POWER DRJVEN ABRASIVE SAW. G. MORTAR JOlNTS SHALL HF. STRAlGHT, CLEAN A'ill UNIFOR'vl IN THlCKI\ESS. UNLESS OTHERWlSE SPECJFTFD OR DETAILED, HORIZONTAL AND VERTICAL JOINTS SHALL BE APPROXlMATELY 3/8" TlllCK FOR PRECISION BLOCS. BRrCK JOINTS TO BF 112" -3/8" TIIIC:K WITH A MAXIMUM DEPTH OF 3/8" RAKE. H. UNLESS OTHERWISE SHO\VN ON PLANS, EXPOSED WALLS SHALL HAVE DENSE, SLJGHTLY COKCA VE SURFACE WELL BONDED TO THE BLOCK AT THE EDGES. PERFORM TOOLING IVHE'-1 TIIE MORTAR rs PARTIALLY SET BUT STll .I SUFFICIENTLY PLASTIC TO BONO. DO ALL TOOLING WITH A TOOL WHICH COMPACTS THE MORTAR, PRBSSING THE EXCESS MORTAR OCT OF IT RATHER THAN DRAGGING lT OliT WHERE WALL SURFACE IS TO BE PT.ASTER ED, .\.LAKE MORTAR JOINTS FLUSH WITH BLOCK FACE. I. rF IT IS NOT NECESSARY TO MOVJ: A BLOCK SO AS TO OPEN A JOINT. REMOVE THE BLOCK FROM THE WALL, CLEAN AND SET lN FRESH MORT.AR. l. CONCRETE FOOTINGS TO ATTAIN 2800 PSI AT 28 DAYS (MAX. 4 1/2" SLUMP). K. THE OWNER'S REPRESENTAT!Vl: JS TO BE NOTIFIED 24 HOURS PRIOR TO CONCRETE POUR !N ORDJ:R THAT THE FORMS AND REINFORCEMENT MAY IJE INSPECTED. r.. CO-ORDINATE PLACEMENT 01• WAI ER AND ELECTRICAL LINES PRIOR TO CONCRETE POUR. VERIFY LOCATION OF ALL P.V.C. SLEEVES AND ELECTRIC SOURCE FOR IRRIGATION CLOCK WITH LANDSCAPE CONTAACTOR. M. MA SOK TO BE RESPONSfllLE POR Sl:TTING ALL S.P.O.'S SWlTCHES, AND .I-BOXES FLUSH WITH STRUCTURE, AND FOR SETTING BOLTS, ANCHORS, AND INSERTS FOR ATTACHMENTS BY OTHER TRADES. N. PLACING RFIWORCING STEEL: N. l. WHERE HORIZONTAL COURSES ARB 10 BE FILLED, USE METAL STOPS. USE OF PAPER STOPS WILL NOT BE PERMITTED. ALL HORIZONTAL REfNFORCING STEEL SW\.LL OE LAID IN A COCRSE Of BOND BEAM BLOCK Fil .LED WITH MORTAR. N.2. ClfTBRICK WITH POWER DRIVCN ABRASIVE SAW ONLY. CUT NEAT TRUF. l.lNE WlTHOUT CTlIPS ON EXPOSED FACES, CONCEAL CUT FACES WHERE POSSIBLE, DO NOT LAY BRICKS LESS THA'-11/4 LENGTH IN EXPOSED WORK. If ANY BRICK MUST BE REMOVED OR SHIFTED AFTER IT flAS IJJ:EN LAID, REMOVE SETTING MORTAR, CLEAN BRICK TllOROUGIIL Y, APPLY FRESH MORTAR AND RE-LAY. N.l. LAY MASONRY !RUE, LEVEL, AND PLUMB WITH ANGLE SQUARE IN ACCORDANCE WITH PLANS. 0. SEAL BACK OF PLANTCR WALLS WITH APPROVED ELASTOMERIC WA TERPROOf MEMBRANE. P BACKFILL BEHIND ALL WALLS AND MASONRY STRUCTURES, AS REQUIRED AND AS PER DETAILS. IJACKFlLL I~ PLANTERS TO BE TOP GAADE SANDY LOAM TOPSOIL. SWALE EARTH l'ORPROPER OR'\INAGE. WHERE CONCRETE SLABS OCCUR NEXT TO WALLS, BACKFILL SHAL L BE COMPACTED TO 90%. 4.0 CT.FANlNG A. SPECIAL CARE SHALL BE USED TO PRJ2Vl:NT S fAINJNG OF EXPOSED AND GR OPT. ANY MORTAR OR GROUT IVIITCII COMJ:S IN SUCH FACES SflALL BE PROMPTLY A ND THOROUGHLY RE\1OVED IJY AFFECT IV E AND APPROVED MEANS. B. ENTIRE STTF TO RF CLEANED AND ALL DEIJRJS REMOVED PRIOR TO FINAL lNSPECTIO'-1. WOODWORKING SPECIFICATIONS 1.0 SCOPE OF WORK A. GENERAL fHIS WORK SHALL CONSIST OF FURNISHING ALL LABOR AND _\,\ATERL<\L FOR CONSTRUCTION OF OVERHEAD WOOD TRELLIS, FENCES, AND SCREENS, AS UETAILED ON THE PLANS. THE WORK DOES KOT INCLUDE POS'l 1'OOTJNGS ANO HARDWARE SET IN PAVED AREAS. ll. COORDINATJOJ\: WOOO WORK CONTRACTOR SHALL LOCATE AND STAKE POST LOCATIONS FOR CONCRETE AND1OR MASONRY CONTRACTOR BEFORE PAVING OR MASONRY WORK rs BEGUN. C. SITE CONDll'JONS: VERIFY ALL DlMENSlONS A'-ID SITE CONDITIONS ON THE SITE PRIOR TO BEGINNING WORK. ANY DISCREPANCIES SHALL BE CALLED TO THE lMMEDL<\ IE ATTENTION OF THE LA'-IDSCAPE ARCHITECT. D. PERMlTS: CONTRACTOR SHALL OBTAIN ALL BUILDING PERMlTS AND APPROVALS. (REFER TO GENEAAL NOTES). 2.0 MATERIALS A. GENERAL ALL MA! ERIALS SHALL BE NEW A'-ID PROPERLY GRAUC-tvlARKCD OR CLRTlFlED. ONLY LUMBER CO"lSISTlNG OF SOUND WOOU, rREE OF DECAY, WARPING, SPLITS OR CHECKS WILL BE ACCEPTABLE. B. LUMBER; ll.I. ALL LUMBER SlZLS SHOWN ON THE PLANS OR SPECIFIED REFER TO NOMINAL S!ZES AND THE A.\,\ERICAN STANDARD ROUGH AND DRESSED SIZES W1LL BE ACCEPTl:U AS CONFORMING THERETO. B.2. DOUGLAS rm SHALL BE OF !HE SPECIES "PSEUDOTSUGA MENZIESTI" AND SHALL BE GRADED IN ACCORDANCE WITH THE CURRENT STANDARD GRAUlNG AND DRESSlNG RULES FOR DOUGLAS FIR ADOPTED IJY TIIE WES'! COAST BUREAU OF LUMBER GRADES AND INSPCCTlON. Il.J. CEDAR SllALL IlE OF TIIE SPECIES "CHAMAECYPAR!S LAWSON!ANA" AND SI !ALL IJE GRADED IN ACCORUANC E WITH THE CURRENT GRADING AND DRESSING RULES. Il.4. ALL WOOD DEARIKG ON CONCRETE OR MASONRY LESS THAN 4'-0" ABOVE GRADE SHALL BE PRESSURE TREATED. WOOU JOIN!S OR THE BOTTOM Of WOOD FLOORS LESS THA"l I 8" ABOVE GAAUE SHALL ALSO □ PRESSURE TRJEATEO. B.5. ALL STRLClURAL MEMBER (I.E., BEAMS, AAFTERS, POSTS, JOINTS) TO BE DOUGLAS FIR NO. l OR BETTER UNLESS OTHER WISE NOTED. ALL LATH AC'ID UECKJNG AS SPECIFIED. C. IIAROWARI;; C.1. NA[LS TO BE GLNLRAL IRAM!NG COM'vlON OF STANDARD SIZE AND FORNI, HOT DIPPED GALVANIZED OR ALUMINUM, UNLESS SPECffJCALL Y NOTED. IJOX NAlLS WILL Be ACCEPTED. C?. WASHERS TO BE REINFORCED MALLEABLE IRON, GALVANIZED. C:3. ALL IJRACKETS AND HANGERS TO IJE SIMPSON OR APPROVEO EQUAL. 3.0 FXEClJTlON A. WORKMANSHrP: Al.I. WOODWORK SHALL BE CUT, FITTED, JOIN TED TOGETHER, TIED, SET TO REQl!JRED LINES AND LEVELS, SHORED IN PLACE ETC., IN A NEAT WORKMANLIKE MANKER TO THE ENTIRE SATISFACTION OF THE LANDSCAPE ARCHITECT. ALL SPLIT WOOD SHALL IJE REMOVED AND RF.PT.ACED. B. BOLTING: HEADS AND Nl!TS OF MACHINE BOLTS AND NUTS OF CARRIAGL BOLTS SHALL HA VE WASHERS, EX CF.PT AGAINST STEEL PLATCS BOLT, SPLICE AND HAND ALL BEAMS AS SHOWN ONDRAWlNGS. CUT ALL DOLTS FLUSH WlTH NUTS, PLAIN SMOOTH AND REMOVE ALL IJURRS. IIOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL DOLT DIAMETER. KAILS SHALi. NOTRE INSTALLED CLOSER TllAN 112 THEIR LENGTHS AND DRILLED HOT.ES, ONE SIZE SMALLER TIIAN NAIL SHANK, SHALL BE USED WHERE WOOD MEMBERS A RE LIABLE TO IJE SPLIT IJY NOR\1ALLY DRIVEN NAILS. ALT. NAlLING SHALL BE IN ACCORDAl\'CE WHH U.B.C. C. STRUCTURAL lv!EMBERS SHALL NOT llF. CUT FOR PIPES, ETC.,llNLESS SPECIFICALLY NOTED OR DETAILED. D. FlNISHT\IG: CONTRACTOR TO STAIN, PAl'-IT OR SF.AT. WOOD. REFER TO DRAWIJ\GS. PAINT ALL METAL TO MATCH WOOD FINISH UNLESS NOTED OTHER WISE W!TH (l) COAT ZINC RICH PRIMER AND (2) COATS SF.MI-Gl OSS OIL BASE EXTERIOR PAINT. E. CLEANUP: CONTRACTOR SHALL DAILY REMOVE ALL RUBBISH, SCRAPS, EXTRANEOUS CONCRETE AND HARDWARE FROM THE PRF.MrSF.S A ND KEEP THE JOB REASONABLY CLEAN AT ALL TlMES. SPfLLED OR OVERSPAA YED PAINT SHALL BE IMMEDIATELY CLEANED OFF OF FINISHED SlffiFACES TO THE LA'iDSCAPE ARCHITECT'S SATISFACTION. SPECIAL CARE SHALL IJE EXERCISED TO PREVENT ACCUMULATIOKS OF MATERIAL TO FORM A F!RE OR SAFETY HAZARD. TUBULAR STEEL 1.0 SCOPE OF WORK WORK lNCLLDED: A. FURKISH AND INSTALL TUBULAR STEEL PER PLANS, DETAILS A"lU SPEClFlCA TIONS. RELATED WORK SPECIFIED IN THIS SECTION: 2.0 QUALITY ASSURANCE A. QUALIFICA TlOKS A.l. PERFORM SHOP WELDING ON THE PREMISES OF A FAIJRJCATOR LICENSED BY THE C!TY BUILDING AND SAFETY DEPARTMl:NT. A.2. PERFORM WELDING BY WELDERS APPROVED AND CERTIFIED JN ACCORDANCE WITH REQUIREMENTS OF A WS. B. REFERENCE STANDARDS B.1. "AJSC" STEEL CONSTRUCTION \1AN!JAL. B.2. "CODE FOR ARC AND GAS WELDlNG II\' BlJJLDJNG CONSTRUCTION". A WS Fl .0 OF THE AMERICAN WELDING SOCTETY. B.3. "\1ETAL FINTSHES MANUAL", OF THE NA TTONAL ASSOCIAJ'!ON OF ARCHJTECTURAL MET AL MA NLFACTT.IRE RS (NAAMM). 3.0 SUBMITTALS A. SUB\11T COMPLETE SHOP DRAWINGS TO THE LAN DSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATlVF. FOR REVIEW IN ADVANCE OF FABRICATION. A. l. SHOW DIMENSIONS, S!TES, THICKNF.SSES, GAUGES, FINISHES, JOINING, ATTACHMENTS AND RELATIONSHlP TO ADJACENT WORK. A.2. WHERE WELDED CONNECTIONS, COI\.CRFTF. INSERTS, AND OTHER ITEMS ARE REQUIRED TO RECEIVE OTHER WORK, SHOW EXACT .LOCATIONS REQUIRED. A.3. FOR STANDARD MANUFACTURED ITF.MS, SUBMIT WORK SHEEIS SHOWING ILLUSTRATED CUTS OF ITEMS TO RF. Fl'RN!SHED, SCALE, DETAILS AND DII\.IENSIONS. 4.0 MATERIALS A. ROLLED STEEL SHAPES AND STF.F.l. Pl .ATES: ASTM A36. B. STEEL TUBING: ASTM A500 GRADE A, OR ASTM 1501 SIAMLESS -G.A. PER DETAILS. C. STEEL PIPE: ASTM A53, TYPE E OR S, GRADE A OR A 120, GALVANIZED 6" DIAMETER. D. STEEL BOLTS; ASTM A307, GRADE A. E. WELDING RODS: CONFOR\1 TO A WS REQUIREMENTS FOR !NT[NDEU USE. F. CONCRETE INSERTS: AS INDICATED ON THF.. PLANS. G. SHOP PR!lv!E-COAT PAINT: COI\FORM TO EITHER FS TT-P-86 TYPE II FOR llliD LEAD/ALKYD TYPE PAINT OR TO FS TT-P-45 FOR ZINC CHROMATE TYPE PAINT-(2) SHOP COATS. H. TOUCH-UP FOR GALVANJZED SURFACES: AT.l. STATE J\o. 321 GALVANIZl'-IG POWDER (30% TIN, 30% ZINC, 40% f.F.AD AND FLLIX)AS MANUl'ACTURED BY ALL STATE WELDING ALLOYS CO., OR SPEED GALVANIZJ:D BY W.D.L. CO. OR EQUAL. I. NON -SHRINK GROLT; MINI WAX CONSTRUCTlON PRODUCTS UlVJSIOI\ POR-ROCK, OR APPROVED EQUAL. J. METAL ENAMEL: FS TT-P-37C -(2 COATS). 5.0 FABRrCATION A. CONFORM TO THE REQUIREMENTS OF THE REFERENCED STANDARDS. A.l. FOR MANUAL WELDING, USE LOW HYDROGEN TYPE E-7015 AND 7016 ELECTRODES. A.2. WELD PREHEAT SHALL llE DETERMINED FROM lvflLL REPORTS SHOWING THE CHEMlCAl . COMPOS!TJON OF TrJE REfNI-'ORCEMENT. B. SHOP PRIME ALL FERROUS ITEMS TO I Ml LI. DRY COAT TIIICKN ESS AFTER FABRICATION, DE-BURRING AND GRINDING SMOOTil WELDS AND ROUGH SPOTS. TOUCH-UP AFTER T\IST ALLA TION. T.F.A VE IN PROPER CONDITION TO RECETVE FlN!SH PAINTING. B.l. DO NOT PAINT REBAR AND STEEL SIJRFACF.S TO HE EMBEDUED JN OR BONDED TO CONCRETE. C. WELDS SHALL BE GROUND SMOOTHLY, ALL WELD SPATTER REMOVED AND WORK SHALL COMPLY WITH THE SPECIFICATIONS OF THE ''AMERICAN WELDING SOCIETY.'' D. SUBCONTAACTOR TO PERFORM ALL THE ABOVE WORK IN ACCORDANCE WlTH THE GOVERNING PLANS AND SPECIFICATIONS. 6.0 COORDINATION WITH OTHER WORK A. EXAMINE DRAWINGS AND SPECIFICATIONS, AND INCLUDE AU. M[SCELLANEOUS METAL WORK WHICH JS NOT DISTINCTLY SPECIFIED lN OTHER SECTIONS. B. PROVIDE ALL CONNECTIONS, A"lCHORS, BOLTS, WELDING, CUTTING, PUKCHING, DRlLLING, TAPPJNG OR OTHER CONNECTION REQUIRED TO FIT MISCELLANEOUS METAL WITH OTHER WORK. C. PROVIDE ITEMS TO BE INSTALLED BY OTHER TAADES WELL lN ADVANCE, TO PERMIT PROPER SEQUENCING AND SCHEDULJNG OF OTHER WORK. 7.0 INSTALLATION A. MISCELLANEOUS METALWORK SHALL BE FREE FROM DEFECTS WHICH WOULD l\1PAfR STRENGTH, DURABILITY AND APPEARANCE. B. ERECT PLUMB, STAAJGHT, TRUE AND ACCURATELY FIT IN PLACE BRACE, REINFORCE, AND ANCHOR IN PLACE. GRIND ALL FIELD WELDS. C. PROVIDE '-ION-SHRINK GROUTING OF ALL FRA\1ES, PLATES, SILLS, BOLTS AJ\D OTHER rTEMS NOT DESIGNATED TO BE DONE BY OTHERS. D. CONCEAL ALL CO'-!NECTIOKS IN THE FINISHED WORK, WHERE POSSflll.F.. EXPOSED SCREW CONNECTIONS SHALL BE ALLEN HEAD SCREWS MATCHING THE MATERIAL THEY FASTEN. E. SET BASE PLATE FOR SUPPORT POSTS., TRUE AND PLU\1B IN CO'-!CRETE FOOTING PER DET AlLS. f . PROTECT ALL DISSIMILAR METALS FROM GALVANTC CORROSION BY PRESSURE TAPES, COATINGS, OR ISOLATORS. G. AFTER ERECTION, CLEAN OFF ALL RUST, SCALE AND OIL. CLEAN FIELD WELDS.BOLTS, AND ABRADED AREAS. TOUCH-UP ALL AREAS W1TH THE SAME MATERIAL AS USED FOR THE SHOP COAT, LEA V[NG ALL SURFACES READY TO RECEIVE FlJ\!SH COATS. APPLY SECOND COAT OF PRIMER ON SITE. H. APPLY (2) COATS ZINC RICH PRIMER COAT AND TWO FINISH COATS OF EXTERIOR METAL ENAlv!El TO METAL SURFACES, COLOR AS SELECTED BY OWNER'S REPRESENTATIVE. 8.0 llliPAIR OF DEFECTS ALL DEFECTIVE OR DAMAGED WORK SHALL BE REPLACED, REMOVED AND REP AIRED AS DIRECTED BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE AT NO COST TO THE OWNER. 9.0 CLEAN-UP A. CLEAN-UP ANO REMOVE FROM THE SITE ALL UI\USED MATERIALS AND DEBRIS RES UL!'JNG FROM THE PERFORMANCE OF THIS WORK NOT LESS THAN ONCE A WEEK OR THE LAST WORKWG DAY EACH WEEK. ALL TRASH SIIALL IJE REMOVED COMPLETELY FROM THE PROJECT SITE. Il. TOUCl-fUP-CONTRACTOR SHALL CLEAN AND RETOUCH CONTAACTOR'S WORK AS NDCESSAR Y, OR AS REQU lRED FOR FINAL APPROVAL BY THE LANDSCAPE ARCHl lECT WITHIN 24 HOURS '-IOTICE. C. UNPAINTED SURFACE-CONTRACTOR SHALL LEAVE ALL SURFACES NOT TO BE PAlNTED, PAVING, IIARDW Allli, OR PLANT MATERIALS FREE FROM ANY PAINT, STAIN, SPATTERIKG, SMEARS OR SMUUGES WHICH ARE ffiE RESULT OF THE CONTRACTORS OPERATION. D. LOCATrO'l-CONTRACTOR Sll<\LL NOT CLEAN EQUIPMENT AND BRUSHES OR DlSPOSE OF THINNERS, PAINT OR O'JHl:RS CHEvllCALS lN AREAS TO BE PLANTED OR IN THE VICINlTY OF EXISTING PLANTS. CONCRETE l.0 SCOPE OF WORK FURNISH AI\TI INSTALL ALL CONCRETE WORK COMPLETE AS INDICATED ON THE DRAWINGS AND SPECIFJCATIONS [NCLUDING, B\JT NOT T.fMlTED TO: A. FURN[SH AND SET ALL REINFORCING STEEL, BOLTS AND ANCHORS. B. T\ISTALL ALL lTEMS REQUrRED BY OTHER TRADES WHICH ARE TO BE CAST !"ITO CONCRETE. C. CONCRETE MOW Cl.RBS, BANDING, OTHER FLATWORK, FOOTINGS, PADS AND SLABS FOR: WALLS, FENCrNG, CONTROLLERS, ETC., WHERE APPLICABLE. 2.0 GENEAAL ALL REQUlREMENTS OF SUBSECTION 3.3 l, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIOK, SHALL APPLY EXCEPT AS SPECIFIED HF.REfN. 2.1 INSPECTTON OF SITE EXAMINE RELATED WORK AND SURFACES BEFORE STARTING WORK T'-1 THlS SECTION. REPORT TO THE LAJ\DSCAPE ARCHlTECT IN WRITING, SITE CONDITIONS WHTCH WILL PREVENT THE PROPER PROVISION OF THIS WORK. BEGlNI\ING THE WORK IN THIS SECTfON WITHOUT REPORTING CNSIJITARf.F. CONDITIONS TO THE LA'-IDSCAPE ARCHITECT COKSTlTUTES ACCEPTANCE OF SITE CONDITIONS BY THE CONTRACTOR. ANY REQUIRED REMOVAL, REPAIR, OR REPLACE~IENT OF THIS WORK CAUSED BY UNSUITABLE CONDITIONS SHALi. llF DONE AT NO ADDITIONAL COST 10 OWNER. 2.2 PROTECTION OF EXISTING CONDITIONS CONTAACTOR SHALL ACQUAINT HIMSELF WlTH ALL SITE CONDlTIONS. HE SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE CONDITIONS, SHOULD DAMAGE BE INCURRED, THIS CONTRACTOR SHALL REPAIR DA_vlAGE TO lTS ORIGINAL COND[TION OR FURNISH AND INSTALL EQUAL REPLACEMENT AT HIS OWN EXPE'-ISE, TO THE SATISFACTION OF THE OWI\ER. 2.3 COORD!'-IA TION A. COOPERATION ON-SITE: COORDINATE A'ill COOPERATE WITH OTHER CONTRACTORS TO ENABLE THE WORK TO PROCEED AS R.,',,PJDLY AKD EFFJCIEKTL Y AS POSSIBLE. B. WORK IVITH OTHER TRADES: COORDINATE WITH GENERAL CONTAACTOR ITEMS OF OTHER TRADES TO BE FURNISHED AND SET IN PLACE. SUCH PORTIONS OF THEIR WORK AS 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 JS NOT DELAYED. ANY CUTTING OR PATCHING MADE NECESSARY TO COMPLY Willi THIS lNJU"lCTION SHALL BE DONE AT THE CONTAACTOR'S EXPENSE. 2.4 APPROVAL WHERLVER THE TERMS "APPROVE," "APPROVAL," OR "APPROVED" ARE USED IN TIIE SPECil-'JCATlONS, THEY MEAN APPROVAL OF THE LAKDSCAPE ARCHITECT, TIIE OWNER'S REPRESEJ\TATIVE OR THEIR FIELD REPRESEKTATIVES, IN WRITING. 2.5 SUBM!TTALS AFTER AWARD or CONl'RACL CONTRACTOR SHALL SUBlvOT FOR APPROVAL SAMPLES AND SPECIFICATlONS OF SPEC!FIED ITEMS PRJOR TO BEGINNING WORK. APPROVED SAMPLJ:S SHALL BE STANDARDS FOR COMPLETING WORK. SAMPLES SIIALL CONSIST OF 3' SQUARE PANELS. CO"ITRACTOR SHALL PROVIDE ONE PANEL FOR EACH COLOR AND/ OR FJNISH ON THE JOB SlTE. EACH SAMPLE SHALL IJE APPROVE[) 8Y THE LANDSCAPE ARCHITECT. 2.6 SUBSTITUTIONS A. STANDAlillS-SPECIFIC REFERENCE TO MAJ\UFACTURES NAMES AND PRODUCTS SPEC!! !ED IN TH!S SECTION ARE USED AS STANDARDS; THIS IMPLlES NO RlGH l' TO SUBSTITUTE OTHER MATERIAL OR l\,IETHODS WITHOUT WRITTI'N APPROVAL OF THE LAKDSCAPE ARCHlTECT. R. APPROVAL-INSTALLATION OF ANY APPROVED SUBSTITUTIONS 1S CONTRACTOR'S RESPONS!lllLJTY. ANY CHANGES REQUIRED FOR fNSTALLATION or ANY APPROVED SUBSTITUTION \1UST BE :vIADE TO THE SATlSFACTION OF LANDSCAPE ARCHITECT A'-ID WITHOUT ADDITIONAL COST TO OWNER. APPROVAL BY LANDSCAPE ARCHITECT OF SUBSTITUTED MATERIALS AND1OR DIMENSIONAL DAAWINGS DOES NOT WAIVE THESE REQUIREMENTS. 2.7 WARRANTY lN ADDfTlON TO MANUFACTURERS' GUARANTEES OR \V ARR<\"lTIES, ALL WORK SHALL BE WARRANTED FOR ONE YEAR FROM THE DATE OF FlNAL ACCEPTANCE AGAINST DEFECTS IN MATERlALS AND WORKMANSHIP BY CONTRACTOR. WARRANTY SHAJ.T. ALSO COVER REPAIR OF DAMAGE TO ANY PART OF THE PREMISES. 3.0 MATERIALS A. PORTLAND CF.MF.NT SHALL CONFORM TO ASTM-CISU, 'I YPE I OR TYPE II. B. CONCRETE AGGREGATE SHALL CONFORIYI TO ASTM-CJJ. WATER SHALL BE CLEAN, FREE FROM STRONG ACIDS ALKALI OIL OR ORGANIC MATTER a ' ' • ' C. ADMIXTURE FOR ALL FO CORP'S "PLASTIMENT", 0 ACCORDANCE WITH MA RlvrF.D CONCRETE SHALL IJE SlKA CHEMICAL R APPROVED EQUAL, APPLIED IN STRICT NPFACTLIRER'S DIRECTIONS. ORCING STEEL ASTM-Al5 AND ASTM-A-305. D. REINFORCEMENT: REINF WIREFABR[C: ASTM-AI 85 E. FORMS: F. "CONSTRUCTION GRADE" DOUGLAS l'lR RlvflNG OF CONCRETE WlllCII IS EXPOSED SHALL BE E. l. LUMBER SHALL R E.2. PLYWOOD FOR EO PLYFORM. Af.f. PL INCH TffiCK A'-ID E .YIVOOD USED FOR FOJU,,UNG SHALL BE AT LEAST 518 . OGE SEA LED. ,R SHALL CONFORM WTTII AS TM-DI 75 l F. EXPANSIOK JOINT FH.I.F (PREMOLDED). .T. TEST REPORTS OF TIIE CITEMLCAL AND PHYSICAL G. PROVIDE CERTlFfED Mfl PROPERTIES OF REINFO G. J. RET\IFORCING BAR ASTM A615, CLEAN WILL REDUCE BON G.2. WELDED WIRE FA RCTNG IJARS AND WELDED WIRE FAIJRIC. S-DFFORMF.D BI LLET-STEEL IJARS CONJ•'ORMJNG TO G.2.1. CONFORM TO SPACING SH,\ AND FREE FRO\1 RCST, SCALE. OR COATlNG ]HA! D. BRIC ASTM Al85. TAGS TJESrGNATING WIRE SJZE AND LL BE LEFT ON EACH ROLL l!NTIL READY FOR USE. G.2.2. UNLESS OTHE X6"No.10No.J RWJSE APPROVED WELDED WIRE MF.SH SHALL BE 6" 0 CONTINUOCS. \J.'i-U SCA £' ✓ ~:r~" sf,:f '<f'· ~, o...----: ""' I -~ L; "'" -r, \ __:i,,. N_,\'JURE '-I 1',Sl3Utl4 * '/> 5-28-24 ,.;;, cf;,{.>--..... DATE /, ~ " Of ci,,1,\'\IJ DATE INI TIAL 4.0 CONCRETE A. QUALITY A. I. CONTRACTOR ASSL MES RESPO'-ISIBILITY FOR THE DESIGN MIX AND GU ARAN rEES '!HE SPECJFIED ULT[M.ATE STRENGTH AS []\'IJJCATED OR SPECIFIED HEREJN. A.2. CONCRETE, MINIMUM 28-DAY CLTIMATE STRENGTH SHALL BE 2500 PSI. A.J. READY-MlXED CONCRETE SHALL CONFORM: TO ASTM-C94. B. PROPORTIONS AND CONSISTENCY R. I. THE PROPORTIONS Ol· AGGREGATE TO CEMENT SHALL PROVIDE A DENSE MIXTURE Wf-l!CH WILL READILY WORK INTO ALL CORNERS OF THE FORMS AND AROUND ALL REINFORCEMENTS WITHOUT ANY SEGREGATION or TIIE 1'LAl'ERIALS, CAUSE EXCESS FREE WATER TO COLLECT ON THE SCRF ACE OR CAUSE EXCESSIVE BLEEDING OF THE FORMS. B.2. THE RF.COMMENDED PRACTICES OF THE AMERICAN CONCRETE INSTITUTE SIIALL BE FOLLOWED IN ALL APPLICABLE PROCEDURES. THE MAXIMUM SLUMP SHALL NOT EXCEED (4") FOUR INCHES FOR FOOTINGS, SLABS ONG RWE, AND MASS CONCRETE: 5 INCHES FOR FOUNDATION WALLS. C. CONTROL-!HE CONC!lliTE QUALITY, PROPORTIONS, CONSISTENCY, ETC., IS SUBJECT TO THE APPROVAL OF OWNER, AND NO CHANGES SHALL BE MADE WITIIOUT l'R!OR WRlTJEN APPROVAL. 5. I FORMWORK A. FORMS FOR CO:\/CRETE WORK SHALL BE EITHER lv!ETAL OR WOOD. FORMS THAT ARE WARrED OR TIIAT DO NOT HA VE A SMOOTH STR.AJGHT UPPER EDGE SHALL NOT BE USED. FORMS SHALL BE SET WITH THE UPPER EDGE OF THE BOARD TR:JE 10 L[]\'£ AND GRADE AND SHALL BE STAKED RIGIDLY [N PLACE W1TH STAKES ScT NOT 'v!ORE THAN FOCR FEET (4') APART SO AS TO REMAIN IMMOVABLE TIIl{OCGHOUT THE CONSTRUCTION. ALL FORMS SHALL BE APPROVED IJY LANUSCAPE ARCHlTECT WITHJN A TOLERANCE OF ONE PERCENT (l %). NOTIFY LANUSCAPE ARCHITECT 48 HOLRS IN ADVANCE TO SCHEDULE INSPECTION. ALL MATERIALS SHALL BE ACCURATELY AND SF.PA.RATEL Y WEIGHTED AND MJXJNG SHALL CONTJNUE UKTJL IBE DISTRIRIJTJCJN OF MATERIAL IS LNffORM AND THE MASS OF CONCRETE IS HOMOGENEOUS. R. TWO AND ONE-HALF (2 li2) GALLONS OF WATER PER CUBrC YARD. SHALL BE WITl1llELD FROM TllE MIX AT THE PLANT, AND ALL ORA PORTION MAY BE ADDED TO TIIE MIX AT TIIE JOIJ Sl lE AS OIRECTED BY THE INSPECTOR. THE CONCRETE SHALL BE MIXED AT LEAST 5 MINUTES AFTER SUCH WATER rs ADDED AND NOT LESS THAN 3 MI~UTES OF THIS TIME SHALL BE IMMCDlAJELY PRIOR l'O THE DISCflARGE OF THE BATCH. TOTAL MIXING TIME APTER ADDING ORIGlN,<\L WATER SHALL BE AT LEAST 15 MfNLTES. C. CONCRETE WHICH IS NOT PLACED WITfllN 90 MINUTES AFTER THE INTRODUCTIO~ OF CEME'-IT AND WATER, AND CONCRETE WHICH HAS STOOD FOK JO MINUTES AFJ'ER LEAVING THE MIXER, SHALL NOT BE USED. 5.2 REBAR A. REINFORCl'-IG BAR SHALL □E SPLJCED WITH 30 BAR DIAMERS MINIMUM OVERLAP. 6.0 CO"lVEYING AND PI.ACrKG A. BEFORE POURING, ALL FORMS Sfl<\LL OE TI!OROUGHLY CLEANED AND MADE TIGHT. THE BOTTOM OF TRENCIIES SHALL BE WETTED DOWN BEFORE POURING FOOTINGS; F.A RTH SHALL NOT IJE MUUUY AT THE TIME OF POURING. CONCRETE SHALL NOT BE PLACED UN'J IL REINFORCEMENTS, ROUGH HARDWARE, AND FORMS ARE APPROVED BY OWNER OR LANDSCAPE ARCHITECT. B. BEFORE DEPOSITING NEW CONCRETE AGAINST OLD CONCRETE, ALL LAlTANCE SHALL BE REMOVED, AND THE SURPACES ROUGHENED TO EXPOSE THE EMBEDDED AGGREGATE. THE SURFACES SHALL THEN BE COVERED WlTH CEMENT GRO!IT, USING THE SPECTI'IED MIX WITH 1/2 OF THE COURSE AGGREGATE OMITTED, I J/2 TNCIIES THICK. C. CO'.JVF.YING AI\D PLACING OF CONCRLTE SH.<\LL BE DONE SO AS TO PREVENT SEPARATION OF INGREDIENTS, AND IN NO CASE SHALL IBE FREE FALL EXCEED 6 FF.ET. TREMIES SIIALL llL USED AS REQUIRED. SURFACES OF COl\'CRETE SHALL BE KEPT REASONABLY LEVEL. WITH A MIN!lvllJM AMOl!'.JT OF CONCRETE IJE!'-IG ,<\LLOWED TO !'LOW AFTER BElNG PLACED. PLACING SHALL RF PERFORMED AS A CONTINUOUS OPEAATION UNTIL EACH SECTION rs COMPLETED. D. CONCRETE SHALL BE SPADED AND VIBRATED WITH .vlECHANICAL VIBRATORS TO A MAXIMUM S!JBSITJENCE, WITIIOUT SLPARATION OF INGREDIENTS. THE MOVING OE CONCRETE IJY VIJJRATJON WILL NOT BE PERMITTED. 6.1 COLORED CONCRETE INTEGRAL COLOR SflALL BE PER PLAN WHFRE APPLICAIJLE. 7.0 GROUTING A. GROUT SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT AND TWO PARTS OF FINE AGGREGATE BY VOLUME. MATER[ALS SHALL BE MIXEU DRY AND WATER ADDED JUST SUFFICIENT TO MAKE THE MIXTURE FLOW UNDER ITS OWN WEIGHT. 8.0 CURING AND PROTECTION A. ALL EXPOSED SL'RFACES OF CONCRETE SHALL BE PROTECTED FROM DAMAGE DUE TO TEMPERATURE, ELEMENTS, AND CO"lSTRIJCTlON OPERATIONS B. CURING: B.1. ALL EXPOSED SlJRFACFS OF CONCRETE SIL<\LL BE PROTECTED FROM PREMA TIJRE DRYING AND FRESr!L Y PLACED CONCRETE SHALL BE PROTECTED AGAINST WASH BY MIN. ALL CONCRETE SHALL BE KEPT WET FOR A PERIOD OF TEK DAYS AFTER PLACING. B.2. ALL LIQUID CURlNG COMPOUNDS ST-LALL llE USED lJ\ ACCORDANCE WlTH THE MANUFACTURJ:R'S RECOMMENDATIONS AND SHALL NOT BE USED ON SURFACES RECEIVlNG CONCRETE HARDENER. 9.0 DEFECTIVE CONCRETE A. CONCRETE WHICH JS NOT fN ACCORDANCE WITH THESE SPECIFJCA TIONS, OUT OF LJNE, LEVEL, OR PT.UMH; SHOWING STRUCTURAL CRACKS, ROCK POCKETS, VOIDS, SP ALLS, HONEYCOMBING, EXPOSLU REINFORCING OR OTHER D,',,MAGED SURFACES SHAT.T. llE CONSIDERED AS Ul:FECTIVE. B. ALL FINES AND IRREGI!I.ARITTFS SH.<\LL BE REMOVED FROM EXPOSED CONCRETE SURFACES WHILE THE CONCRETE IS STILL GREEN. WHERE PATCHfNG IS REQUIRED, ALL LOOSF. AND UNIFORM CONCRETE SHALL BE REMOVED PRIOR TO PATCHlNG. 10.0 CONCRETE FINISHES FLAT SURFACES SHALL BE SCREE DEil TO THE REQUIRED LEVELS AND SLOPE AND THEN ANY EXCESS WATER OR I ,A lTANCE REMOVED. CONCRETE SIL'\LL BE COMPACTED WlTH A GRID TAMPER A'-ID THF.N FLOATED TO A TRUE AND LEVEL SURFACE WITH]N THE TOLERANCE OF 1/8 INCH ALONG Aro POOT STRAIGHT EDGE. CONTRACTOR SHALL ENSLRE POSITIVE DRAINAGE ON ALL FLATWORK. SEE PLANS FOR CONCRETE FINISH. I l.0 EXPANSIOI\ JOINTS CONTROL JOINTS AND OTHER EDGES SHALL BE FORMED lN FRESII CONCJlliTE USll\'G A CLEAN EDGING OR JOINTING TOOL TO PROVlDE A SMOOTH UN11-'ORM FINISH. 12.0 CLEAN-UP UPON CO'v!PLETION OF ALL CONCRETE WORK AND BEFORE FT\IAL ACCEPTANCE, COJ\TRACTOR SHALL REMOVE ALL TOOLS, SURPLUS l\,lATERlALS, APPARATUS, DEBRIS, ETC., FROM THE SITE AND THE SITE SHALL BE LEFT IN A CLEAN, NF.A T CONDITION ACCEPTABLE TO OW'-IER. APPF?OV[O F'OR !RR/GA TION ANO PLA}JTING ONLY, I/\JCLUDING PRECISE LOCATION or PLANTING s J R ARFA . "AS BU IL T" lcndsccipc arch1!e,·111re land p.'ann1ng . 7859 Sitio Coco Carlsbad Ca 92009 RCE EXP. DATE 'I EL 949 2 76 ,;soo I CAX 949 2 7( ,,sos WWW.JJC/j/,C' ~·um REVIEWED BY: INSPECTOR DATE ' /1\ I S9ET 1 1 CITY OF CARLSBAD I PLANNING DIVISION ' LANDSCAPE IMPROVEMENT PLANS FOR LA COSTA TOWN SQUARE PARCEL 3 CONSTRUCTION SPECIFICATIONS I APPROVED'..,.A..., iq~, I t,,(z,q f l4 PLANNING u ~ u OWN BY: v, PROJECT NO. DRAWING NO. DATE IN ITIAL DATE INITIAL CHKD BY: [s,I i'.MI LPC-2022-0030 DESIGNER OF WORK REVIS ION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: [s,I i'.MI AMEND 2017-0012 536-1 L Expiration Date: 09-30-2024 GENERAL NOTES RECYCLED WATER NOTES RECYCLED vVATER SYSTEM (PRIVATE) SHEET TITLE SHEET NUMBER IRRIG. RW TITLE SHEET 10 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITT-I THE OL/VENHAIN MUNICIPAL WA 7ER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGN A TED OUTDOOR EA TING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. !RR/GA TION PLANS IRRIG. LEGEND & NOTES HZ /(!AP & MA WA CALCS IRRIG. NOTES & SCHEDULES 11 TO 13 14 15 16 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIM/NA TE OR CONTROL TO THE BEST EX1ENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. SIGNAGE NOTES (PARCEL 3) RECYCLED WATER USE NOTES 17 /RR/GA TION DETAILS 18 TO 22 !RR/GA TION SPEC/F"ICA TIO.NS 23 5. CROSS-CONNECTIONS BETWEEN RECYCLED WA 1ER LINES AND POTABLE WA 1ER LINES ARE STRICTLY PROHIBl1ED. 6. NO SUBSTITUTION OF PIPE MA 1ERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF TT-IE CITY OF CARLSBAD MUNICIPAL WA 1ER DISTRICT. 7. All MAINLINE PIPES SHALL HAVE WARNING TAPE PER OL/VENHAIN MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITT-I RECYCLED WATER ARE FROM 10: 00 P.M. TO 6: 00 A.M. TT-IE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED 1ERTIARY RECYCLED WA 1ER SHALL BE UNDER TT-IE SUPERVISION OF TT-IE DESIGN A TED USER SUPERVISOR. IRRIGATION WITT-I WA1ER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10: 00 P.M. TO 6: 00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET OLIVENHAIN MUNICIPAL WA1ER DISTRICT RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETT-IER BY WIND BLOWN SPRAY OR BY DIRECT APPL/CATION THROUGH IRRIGATION OR OTHER USE. LACK OF PR01ECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYS1EM OPERATION /S STRICTLY PROHIBITED. 11. /RR/GA TION HEADS SHALL BE RELOCA 1ED OR ADJUSTED TO MINIMIZE OR EL/MINA 1E OVER- SPRA YING 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 WA 1ER DISTRIBUTION SYS1EMS PER OLIVENHAIN MUNICIPAL WA 1ER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF TT-IE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL /RR/GA TION PIPE SHALL BE S1ENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND S7ENCILING ORIENTED TOWARD THE TOP OF TT-IE TRENCH PER TT-IE OLIVENHAIN MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-ME1ER), POTABLE WA1ER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIREC1ED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CEN1ERLINES. 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 OTT-IER UTILITIES. 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 PR01ECTIVE SLEEVE AS PER THE OL/VENHAIN MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY TT-IE OLIVENHAIN MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE OLIVENHAIN MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WA1ER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGN A TED IN WRITING. THIS INDIVIDUAL SHALL BE FAM/UAR WITH PLUMBING SYS1EM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYS7EM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT BRANDON LITTLE.JOHN AT 951-235-0892 OR AFTER HOURS CONTACT BRANDON LITTLEJOHN AT 951-235-0892 22. ALL PUBLIC AND PR/VA 1E 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 /F THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THE SITE. 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS /RR/GA 1ED WITH RECYCLED WATER ANO POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL /RR/GA TION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER ANO RESULTS MUST BE GIVEN TO THE CITY AND THE OLIVENHAIN MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER ANO BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARO COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND BY CALLING (760) 438-2722. LETTERS THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER 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. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER USE A. C. D. E. G. IRRIGATE BETWEEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.M. ONLY. WATER/NG 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. /RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPL/CAT/ON RA TE SHALL NOT EXCEED THE INF/L TRA TION RA TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RA TE PRESENT. THIS PROCEDURE MAY BE FAG/LITA TED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I .E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). ADJUST SPRAY HEADS TO ELIM/NA TE OVERSPRA Y ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PA nos 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 TION PURPOSES ONLY ANO IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOD/FICA TIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. 2. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH /DENT/FICA T/ON TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AV/SO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTT-IER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 8. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER AND ITS ASSOC/A TED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGA770N" 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 PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DES[GNER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITT-I CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE OLIVENHAIN MUNICIPAL WATER DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, ASIHJ::LICJ::'ISl:-:001:'SIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANSCAP£ CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. FIRM NAME & ADDRESS: SJAINC. 7859 SITIO COCO CARLSBAD CA 92009 PHONE NO: ( 949) ~27~6~-6=5~0=0 ____ _ REGISTRATION NO: 4405 EXP/RATION DA TE: 09-30-24 -"-'-"'-"--''-'------ r-In Order to Conserve Water ... DI RT (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK 'N - ~ ~ ui !!!~ ,-: z ~ ~ RECYCLED WATER IN USE DO NOT DRINK NO TOME EL AGUA DIAL TOLL FREE 1 -800 -422 -4133 .AT LEAST TV'/0 DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TOTAL NUMBER OF SHEETS 14 LEGEND POTABL[ WATER MET[R R[CYCLED WA T[R MfT[R BACKFLOW PR[V[NTION DEV/C[ INSTALL P[R CMWO PROJECT :tv1AP --W--POTABL[ WATER LINE -RC- THR[Sl·/OLD VAL V[ EX RECYCLED WATER LIN[ RECYCLED WATER PRESSU'IE SUPPLY LINE SIGNED UNDER PENAL TY OF PERJURY PHONE NO: ( 949) _2_7_6_-6_5_0_0 ____ _ REGISTRATION NO: _44_0_5 ____ EXPIRATION DATE: -"0~9-~3=0~-2~4~-----CITY INSPECTION PROCEDURES 1. 2. 3. DISTRICT CONSTRUCT/ON INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERT/CALLY). B. PIPE /DEN TIFICA TION. C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY ANO THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. S/GNAGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. C. TAGGING OF VALVES. D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE /RR/GA TION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST /F REQUIRED. I. COLOR CODED, LAMINA TEO CHARTS INSIDE EACH CONTROLLER. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION THAT WILL COVER A-I OF TT-IE DISTRICT FINAL INSPECTION. PACIFIC OCEf\N OF OCEANSIDE NOT TO SCALE CITY OF VISTA CITY OF ENCINITAS VICINITY MAP S J R ia!ldscap~ a~chit~c,,,,c lt111d planning APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL 1H LAND AND WATER QUALITY DIVISION JENt:1t~P0~1 ENVIRONMENTAL HEAL 1H SPECIALIST "AS BUil T" TITLE DATE DATE Recycle Water Irrigation System Approval Only c:~~:!i~~-~~~~9 S~/J~n,, TEL94927(, 6500 IFII X949275 6505 2024-05-01 """ "1"""·"" NOTE: Signature expires 2 years after date DATE --OLIVENHAIN MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 10 PLANNING DIVISION REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMP LEMEN TA TION IN FIELD. t----+---11---------------,----+--t----t----i PRIVATE (ON SITE) RECYCLED 1---+--+---------------+---+--t---+---1 WATER SYSTEM FOR: SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR L_ __________ _,,__ __ -'-"' ________ ___J_ \_ 1" BLACK LETTERS WASH HANDS AFTER CONTACTING J___ LA'IESE SUS MANOS DESPUES DE USAR OLIVENHAIN MUNICIPAL WATER DISTRICT LA COSTA TOWN SQUARE PARCEL 3 DEVELOPERS NAME: WOODSIDE D5S LP ADDRESS: 1250 CORONA POINTE COURT. SUITE 500 RECYCLED WATER TITLE SHEET APPROVED~ _/~··· 12" X 36" SIZE 2" BLACK LETTERS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS Expiration Date: 09.31)..202+ ON-SITE RECYCLED WATER IRRIGATION SYSTEM REVIEW BY: ______ _ DATE: _____ _ Sean P. Peterson, Cross-connection Control Specialist NOTE: SIGNATURE EXPIRES 1 YEAR AFTER DATE. CORONA CA 92879 ~ t'/-1 ___:•· _ TELEPHONE: (760) 535-2333 1----+---+----------------+---t----+---t-----1 PLANNING 1---------------------+-~~+-cc=c-,--+-----------------t-::-::::--+-c:::-c---t--::-:=--t-::-:=c-:-""11-:D::::RWN::::-:-:::BY:-, ---KC_/_H_H __ T""'.P:-::R:-::0:-J=:E-::-CT=-:-N:-::O-. -.--:D:-::R:-::A-:~-::-N-::-G:--::-N:-::0-. -l,cl DATE PLAN PREPARED: JANUARY 26 2023 DATE INITIAL I--D_ATE _ _._IN_ITI_A_L-+_D_ATE_~IN_ITI_A_L-1-----:--------1LPC-2022-003Q BY: SJA INC. ENGINEER OF WORK REVISION DESCRIPTION OTI-IER APPROVAL CITY APPROVAL CHCKO BY: RJ/ML AMEND20170-0012 536-1 L I ROTATOR REFERENCE LEGEND DI RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG SYMBOL @ @ @ ® @ @ ® ® @ @ @ UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA MODEL PROS-06112-PRS40-CV-R-MP CORNER PROS-06/12-PRS40-CV-R-MP 1000-Q PROS-06/12-PRS40-CV-R-MPI000-H PROS-06112-PRS40-CV-R-NlP1000-F PROS-06/ 12-PRS40-C V-R-NlP2000-Q PROS-06/ 12-PRS40-C V-R-MP2000-H PROS-06/ 12-PRS40-CV-R-NlP3000-H PROS-06/ 12-PRS40-CV-R-MP3000-F PROS-06/12-PRS40-CV-R-MP LEFT CORNER STRIP PROS-06!12-PRS40-CV-R-MP RIGHT CORNER STRIP PROS-06/12-PRS40-CV-R-NlP SIDE STRIP C: \DRAWING FILES\TITLE SHEETS\RECYCLED WATER TITLE SHEET.DWG 7/20/2019 Expiration D0te: oQ.:io.2014 OLIVENHAIN MUNICIPAL WATER DISTRICT ON-SITE RECYCLED WATER IRRIGATION SYSTEM REVIEW BY: _______ _ DATE ______ _ Sean P Peterson, Cross-connection Control Specialist NOTE: SIGNATURE EXPIRES 1 YEAR AFTER DATE. \ I I ' \ I I I ' ' y' DEVELOPERS NAME: WOODS IDE D5S LP 20' 0 NOTE: IRRIGATION MAINLINES SHALL BE LOCATED OUTSIDE OF THE STREET RIGHT-OF -\VAY. GRAPHIC SCALE 20' ___ I SCALE: 1" ~ 20' 60' KEY MAP -N.T.S. IRRIGATION REFERENCE LEGEND SYMBOL CIIII ITil [><J CD D -<=E>- 1¼ I " ,. ® N [><J LR] MODEL LANDSCAPE RECYCLED WATER METER YBXL "Y" TYPE STRAINER BACK.FLOW PREVENTER ASSENIBL Y PRESSURE REGULATOR MASTER VALVE FLOW SENSOR TEST STATION ISOLATION VALVE IRRIGATION CONTROLLER QUICK COUPLING VAL VE REMOTE CONTROL VAL VE DRIP CONTROL ZONE KIT IN-LINE DRIP TUBING DRIP AIR/VACUUM RELIEF VAL VE DRIP SYSTEM OPERATION INDICATOR DRIP FLUSH VALVE STREAM TREE BUBBLER. 2 EACH PER TREE PURPLE IRRIGATION MAINLINE SHRUB ZONE PURPLE LATERAL PIPE TREE ZONE PURPLE LATERAL PIPE PURPLE PIPE SLEEVE MAINLINE COMBINATION AIR RELIEF VALVE RECYCLED WATER W.A.RNING SIGN ADJUST /REPAIR/REPLACE EX. IRRIG. SYS. FOR COMPLETE COVERAGE -FIBLD VERIFY. REFER ALSO TO SHEET 14, LEGEND NOTES 16 THRU 18 EX. LDSCP RECYCLED WNI -FIELD VERIFY EX. "Y" TYPE STRA1NER -FIELD VERIFY EX. INLINE CHECK VAL VE -FIELD VERJFY EX. PRESSURE REGULATOR-FIELD VERIFY EX. MASTER VALVE -FIELD VERIFY EX. FLOW SENSOR -FIELD VERIFY EX. TEST STATION -FIELD VERJFY EX. ISOLATION VA LYE -FTELD VERTFY EX. IRRIGATION CONTROLLER -FIELD VERIFY IRRIGATION AND INCLUDING APPROVED FOR PLANTING ONLY, PRECISE LOCATION AREA COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH LAND AND WATER QUALITY DIVISION JENNA LEPORE ENVIRONMENTAL HEAL TH SPECIALIST OF PLANTING DATE S J R "AS BUil T" l,,,,,J,c111u< arr,hI1er:1llr~ /n;,d planninE 7859 Sitio Coco Carlsbad Ca. 92()09 TEL 949 275 ESOOI F,\X 949 27> E505 ,. • .,. w s_1a111c. <'0!11 TITLE DATE REVIEWED BY: INSPECTOR DATE OLlVENHAIN MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 11 PLANNING DIVISION l----+--+---------------1----+----ll----+---I PRIVATE (ON SITE) RECYCLED 1----+--+---------------1-----1-----11-----1-------1 WATER SYSTEM FOR: LA COSTA TOWN SQUARE PARCEL 3 ADDRESS: 1250 CORONA POINTE COURT. SUITE 500 IRRIGATION PLAN CORONA CA 92879 APPROVED~ '?lg .. ,, <,,/z<1/z.<1 TELEPHONE: (760) 535-2333 1----~1---+----------------l----l--+---i----lPLANNING DATE 1-----------------------l----+---l------------------+---+----l-----l-----ll-:,D""Rw"'NccB:cY'."'": ___ K_C_/_H_H __ .-P_R_O_J-EC_T_N_O_.""T""_D_RA_W_IN_G_N_O_. -QI DATE PLAN PREPARED: JANUARY 26 2023 DATE INITIAL I--D_A_TE_LI_N_ITI_AL-4_D_A_TE=-._..c.:..IN"-ITl"'A.;::L-1--------------ILPC-2022-0030 BY: SJA INC. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY: RJ/ML AMEND 20170-0012 536-1 L DI RT \ TOT LOT -PLA. YA.REA HORSE SHOE -PLAY AREA OPl:'RATE MULTIPLE SYSTEMS SIMULTANEOUSLY TO MEET THE WATERING \VINDOW REQUIREMENT AND l\1EET TIIE MINIMUM FLOW AS REQUIRED FOR !<LOW SENSING. FOR IRRIGATION USE ONLY P.O.C. 1 (A) -RECYCLED APPROXIMATE POINT OF CONNECTION STATIC PRESS.= XXX P.S.I. EXISTING 2" SERVICE LINE SIZE NEW 2" RECYCLED WATER l\1ETER NEW 2" BACKFLOW PREVENTER NEW 2" MASTER VALVE NEW 1.5" FLOW SENSOR lvIAX. DEMAND= 30.0 GPlv1 CONTROLLER 'A' -71 STATIONS USED ADDRESS: LA COSTA AVENUE -STA15+63.88 P.O.C. I (A) IRRIGATION SYSTEM IS DESIGNED FOR 30 GPM FLOW RATE AT 90 PSI DELIVERY. DIAL TOLL FREE 1 -800 -422 -4133 AT LE.ll.ST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA C: \DRAWING FILES\TITLE SHEETS\RECYCLED WATER TITLE SHEET.DWG 7/20/2019 r---. Ex trotlon Dote: ,19.cc-M4 OLIVENHAIN MUNICIPAL WATER DISTRICT ON-SITE RECYCLED WATER IRRIGATION SYSTEM REVIEW BY _______ _ DATE· ______ _ Sean P. Peterson, Cross-connection Control Specialist NOTE: SIGNATURE EXPIRES 1 YEAR AFTER DATE. NOTE: JRRJGA TION MAINLINES SHALL BE LOCATED OUTSIDE OF THE STREET RIGHT-OF-WAY. KEY MAP -N.T.S. \ I I \ \ ' ' ROT ATOR REFERENCE LEGEND IRRIGATION REFERENCE LEGEND SYMBOL @ @ @ @ @ ::@) @ @ I§ @ @ DEVELOPERS NAME: WOODSIDE 05S LP ADDRESS: 1250 CORONA POINTE COURT SUITE 500 MODEL PROS-06/12-PRS40-CV-R-MP CORNER PROS-06/12-PRS40-CV-R-MPJ 000-Q PROS-06/12-PRS40-CV-R-MPIOOO-H PROS-06/12-PRS40-CV-R-MPIOOO-F PROS-06/12-PRS40-CV-R-MP2000-Q PROS-06/12-PRS40-CV-R-MP2000-H PROS-06/12-PRS40-CV-R-MP3000-H PROS-06/12-PRS40-CV-R-l\1P3000-F PROS-06/12-PRS40-CV-R-!\1P LEFT CORNER STRIP PROS-06/12-PRS40-CV-R-!\1P RIGHT CORNER STRIP PROS-06/12-PRS40-CV-R-!\1P SIDE STRIP 0 GRAPHIC SCALE 20' SCALE: 1" = 20' 60' SYMBOL MODEL [iili] LANDSCAPE RECYCLED WA TFR METER YBXL "Y" TYPE STRAINER CIII BACKFLOW PREVENTER ASSEMBLY PRESSURE REGULA TOR MASTER VALVE FLOW SENSOR TEST STATION [><] ISOLATION VAL VE IRRIGATION CONTROLLER QUICK COUPLING VAL VE REMOTE CONTROL VAL VE DRIP CONTROL ZONE KIT fN-LINE DRIP TUBING DRIP AIR IV ACUUM RELIEF VAL VE G) DRIP SYSTEM OPERATION INDICATOR DRIP FLUSH VALVE □ STREAM TREE BUBBLER. 2 EACH PER TREE ---<]{>--PURPLE IRRIGATION IVIAINLINE 1¼ ~ L><J SHRUB ZONE PURPLE LATERAL PIPE TREE ZONE PURPLE LATERAL PIPE PURPLE PIPE SLEEVE MAINLINE COMBINATION AIR RELIEF VALVE RECYCLED WATER WARNING SIGN ADJUST I REPAIR I REPLACE EX. IRRIG. SYS. FOR COMPLETE COVERAGE-FIELD VER IFY. REFER ALSO TO SHEET 14, LEGEND NOTES 16 THRU 18 EX. LDSCP RECYCLED WM -FIELD VERIFY EX. "Y" TYPE STRAINER -FIELD VERIFY EX. INLINE CHECK VAL VE -FIELD VERIFY EX. PRESSURE REGULATOR -FIELD VERIFY EX. MASTER VAL VE -FIELD VERIFY EX. FLOW SENSOR -FIELD VERIFY EX. TEST STATION -FIELD \'ERIFY EX. ISOLATION VAL VE -FIELD VERJFY EX. IRRTGATION CONTROLLER -FIELD VERIFY APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION JENNA LEPORE ENVIRONMENTAL HEAL TH SPECIALIST DATE S J H "AS BUil T" fandso·ape arc h, tect,, •·e /ar.ci p.1anning 7859 Sitio Coco Carlsbad Ca 92009 TITLE DATE REVIEWED BY: INSPECTOR DATE OLIVENHAIN MUNICIPAL WATER DISTRICT SHEET 12 CITY OF CARLSBAD PLANNING DIVISION PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: LA COSTA TOWN SQUARE PARCEL 3 1---+-----11-------------------1----1---1----1-----,APPROVED CORONA CA 92879 &/z.11./1,4 TELEPHONE: (760) 535-2333 t---+---t-----------------+---1----+----+-----1PLANNING DATE 1---------------------+--==-+=~+------------------+--,---+---+--::-+---ll;D;;;R;;;WN:;-;;:BY:;:-,---K-C_/_H_H __ ~P:-:R:-:O:-:J::E:::C::T-:N-:O:-: . .--::D::R-:A-:Wl-:N-:G:--N--O-. -bl DATE PLAN PREPARED: JANUARY 26 2023 DAIT INITIAL ~D_A_IT_~IN_ITI_A_L-+-_DA_IT_~IN_ITI_A_L-t:::-==-:=---------1 LPC-2022-0030 REVISION DESCRIPTION • CHCKD BY 536 1 L BY: SJA INC. ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL : RJ/ML AMEND 20170-0012 - ! DI / BARBEQU OUTDOO EATING RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA C:\DRAWING FILES\TITLE SHEETS\RECYCLED WATER TITLE SHEET.DWG .,---., ,,·----., /-;. ._j _5 .,_.) I -- 7/20/2019 20' ~ 0 I GRAPHIC SCALE 20' ___ I SCALE: 1"' = 20' NOTE: IRRIGATION MAINLINES SHALL BE LOCATED OUTSIDE OF THE STREET RIGHT-OF-WAY. I \ ~ .,, ' KEY MAP -N.T.S. ., •·· .~ ;,/,l.,~tJ ' /.\l ~ \ ,1,r•".,,.... ',~,. \; \ \ ' \ ' IRRIGATION REFERENCE LEGEND SYMBOL ~ IT]] l><I CD □ -<E>- 1h L><:J MODEL LANDSCAPE RECYCLED WATER METER YBXL "Y" TYPE STRAINER BACKFLOW PREVENTER ASSEMBLY PRESSURE REGULATOR MASTER VALVE FLOW SENSOR TEST STATION ISOLATION VALVE IRRIGATION CONTROLLER QUICK COUPLING VAL VE REMOTE CONTROL VAL VE DRlP CONTROL ZONE KIT IN-LINE DRIP TUBING DRIP AIR I VACUUM RELIEF VAL VE DRlP SYSTEM OPERATION INDICATOR DRIP FLUSH VAL VE STREA:tvf TREE BUBBLER. 2 EACH PER TREE PURPLE IRRIGATION :tv1AINLINE SHRUB ZONE PURPLE LATERAL PIPE TREE ZONE PURPLE LATERAL PIPE PURPLE PIPE SLEEVE MAINLINE COMBINATION AIR RELIEF VALVE RECYCLED WATER WARNING SIGN ADJUST/ REPAIR I REPLACE EX. IRRIG. SYS . FOR COMPLETE COVERAGE -FIELD VERIFY. REFER ALSO TO SHEET 14, LEGEND NOTES 16 THRU 18 EX. LDSCP RDCYCLED W11-FIELD VERIFY EX. "Y" TYPE STRAINER-FIELD VERIFY EX. INLINE CHECK VAL VE -FIELD VERIFY EX. PRESSURE REGULATOR -FIELD VERIFY EX. :tv1ASTER VALVE -FIELD VERIFY EX. FLOW SENSOR -FIELD VERIFY EX. TEST STATION -PIELD VERIFY EX. ISOLATION VALVE -FJELD VERIFY EX. IRRIGATION CONTROLLER-FIELD VERIFY ROT A TOR REFERENCE LEGEND APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA SYMBOL @ @ 60' I MODEL PROS-06/12-PRS40-CV-R-MP CORNER PROS-06/12-PRS40-CV-R-MP 1000-Q PROS-06/12-PRS40-CV-R-MP1000-H PROS-06/ 12-PRS40-CV-R-MP 1000-F PROS-06/ 12-PRS40-CV-R-MP2000-Q PROS-06/12-PRS40-CV-R-MP2000-H PROS-06/12-PRS40-CV-R-MP3000-H PROS-06/12-PRS40-CV-R-lvIP3000-F PROS-06/12-PRS40-CV-R-lvIP LEFT CORNER STRIP PROS-06/12-PRS40-CV-R-lvIP RIGHT CORNER STRIP PROS-06/12-PRS40-CV-R-MP SIDE STRIP S J R ,'c,11dscc,pe c:,·c!ii1ec:ure land pianni.,,g 7859 S1tio Coco Carlsbad Ca. 92009 www.s,;a,nc com COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH LAND AND WATER QUALITY DIVISION JENNA LEPORE ENVIRONMENTAL HEAL TH SPECIALIST "AS BUil T" TITLE REVIEWED BY: INSPECTOR DATE DATE DATE OIJVENHAIN MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 13 PLANNING DIVISION 1-----1---+----------------+-----+--+----11-----1 PRIVATE (ONSITE) RECYCLED 1------+--+---------------+----+--+----+----1 WATER SYSTEM FOR: A r-----:;:::;:;:;;::::::---i--::-:--::-::=:::-:-:--:::-::::-::::-::::=-:-:--r--------------1,___--+--+-----------+------+--+------+------I , OLIVENHAIN MUNICIPAL LA COSTA TOWN SQUARE PARCEL 3 WATER DISTRICT ON-SITE RECYCLED WATER IRRIGATION SYSTEM REVIEW BY: _______ _ DATE: ______ _ Sean P. Peterson, Cross-connection Control Specialist Ex !ration Date: o9-3(J-?,i24 NOTE: SIGNATURE EXPIRES 1 YEAR AFTER DATE. DEVELOPERS NAME: WOODSIDE 05S LP ADDRESS: 1250 CORONA POINTE COURT SUITE 500 CORONA CA 92879 TELEPHONE: (760) 535~2333 IRRIGATION PLAN APPROVED AL tJ4Q= o----+-----+----------------+-----<>----+----+----1PLANNING 1-----------------------+--,,-DA~TE=-+clN~IT~IA~L-+-------------------l---+----ll----+----IDRWN BY: KC/HH PROJECT NO. DA TE PLAN PREPARED: --'J'-'-A"'N"'U"-'A"-'R-'-Y-'2--'6"--'2""0""2"'-3___ 1--D_A TE _ _,_1N_ITI_A_L-+-_□_A TE_....._1N_IT_1A_L-1------------1LPC-2Q22 _0030 REVISION DESCRIPTION CHCKD BY BY: SJA INC ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL : RJ/ML AMEND 20170-0012 r, /z.<l lz.1. DATE DRAWING NO. 536-1 L C ,: V c_; C IRRIGATION NOTES ROTATOR LEGEND LEGEND NOTES 1. INST/1.LL ALL IRRIGATION COMPONENTS ACCORDING TO LOCAL SYMBOL MFG MODEL GPM ARC PSI RAD DETAIL I. MAINLINE IS SHOWN DIAGRAMr-1A TI CALLY FOR CLARITY ONLY. LOCATE ALL MAINLINE IN PLANTING AREAS AND 18" l\1IN. FROM CODES AND ORDINANCES. @ HUNTER PROS-06i12-PRS40-CV-R-MP CORNER 0.19 45 40 8'-15' A, B, C ! 22 BOTTOM OF SLOPE, MOW CURBS, OR EDGE OF PAVING. 2. THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY @ HUNTER PROS-06/12-PRS40-CV-R-MP1000-Q 0.21 90 40 8'-15' A B C-, I~~ 2. WHERE CONTROL VALVES OCCUR AT BOTTOM OF SLOPE IRRIGATING UPHILL, CONTRACTOR SIL\LL INSTALL KI?fG BROS. IN-LINE ' ' I ...,,,_, SWING CHECK VALVES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE ON ALL SLOPES. AND ALL PERMITS AND ALL INSPECTIONS AS REQUIRED. @ HUNTER PROS-06/12-PRS40-CV-R-MP 1000-H 0.42 180 40 8'-15' A, B, C ! 22 3. VAL VE GPM / El\11TTER QUANTITIES ARE ESTil\1A TES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SUFFICIENT ' THE CONTRACTOR SIIALL BE RESPONSIBLE AND LIABLE FOR ANY NUMBER El\11TTERS FOR PLANT MA TERI AL SHOWN ON THESE PLANS. REFER TO DETAILS FOR EMITTER LAYOUT. CONTRACTOR ". @ HUNTER PROS-06i 12-PRS40-CV-R-l\1Pl 000-F 0.84 360 40 8'-15' A, B, C ! 22 ENCROACHMENT INTO ADJACENT PROPERTY, R.O. W.'S, EASEMENTS, @ PROS-06/ 12-PRS40-CV-R-l\1P2000-Q A, B, C ! 22 SHALL ADJUST SYSTEM DESIGN AS REQlJIRED TO MEET THE PLANT l\1ATERIAL NEEDS. SETBACKS OR ANY OTHER LEGAT. PROPERTY RESTRICTIONS EITHER HUNTER 0.43 90 40 13'-21' 4. DRIP SHRUB AREAS: INSTALL DRIP TUBING 4" BELOW FINISH GRADE AND STAPLE TO GROUND@ 36" O.C., COVER WITH WOOD IVIULCI-1. IVIARKED OR UNl\1ARKED. @ HUNTER PROS-06i 12-PRS40-CV-R-l\1P2000-H 0.77 180 40 13'-21' A, B, C ! 22 5. PRIOR TO INSTALLATION OF AIR/ VACUUM RELIEF AND FLUSH VALVES, CONTRACTOR SHALL FIELD VERIFY HIGH & LO\V POINTS ® HUNTER PROS-06/12-PRS40-CV-R-M P3000-H 1.82 l 80 40 22'-30' A, B, C ! 22 FOR FINAL LOCATIONS. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 11. IRRIGATION SYSTEMS ARE DESIGNED FOR RECYCLED WATER USE. ALL PIPING, El\1ITTERS, BOXES, EQUIPMENT, ETC. SHALL BE F Al\lILL\RIZE HIMSELF WITH ALL UNDERGROUND UTILITIES. ® HUNTER PROS-06/12-PRS40-CV-R-l\1P3000-F 3.64 360 40 22'-30' A, B, Ci 22 PURPLE WITH RECYCLED WATER \VARNING LABELS. CONTRACTOR SILALL REPAIR/REPLACE AT NO ADDITIONAL COST TO @ HUNTER PROS-06il2-PRS40-CV-R-MP LEFT CORNER STRIP 0.22 -40 5' x15' A, B, C / 22 12. MASTER VALVE AND FLOW SENSOR WIRES SHALi, BE INSTALLED! LOCATED WITHIN CONDUITS (SIZED ACCORDINGLY) ONE THE O\VNER, ANY DAJ\.1AGE TO UNDERGROUND UTILITIES THAT l\1A Y DIFFERENT COLOR SPARE WIRE TO BE INCLUDED INSIDE CONDUIT. @ HUNTER PROS-06/l2-PRS40-CV-R-l\1P RIGHT CORNER STRIP 0.22 -40 51 X 15' A, B, C 122 13. PROVIDE LINE SIZED AIR/VACUUM RELIEF VALVES AT MAINLINE HIGH POINTS AND ONE PER EVERY 1500 L.F. FOR AIR RELIEF. OCCUR. ® i A, B, C / 22 INSTALL IN STANDARD VALVE BOX MARKED "AYR". HUNTER PROS-06il2-PRS40-CV-R-MP SIDE STRIP 0.44 -40 5' X 30' 5. TI-IE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY 14. SPRINKLER HEADS SHALL BE LOCATED 24" A WAY FROM NON-PERVIOUS PAVING AND/OR \VALLS TO PREVENT OVERSPRA Y. AND ALL DAM<\.GES TO OPERA TIO NS OR WORK OF OTHER 15 . SPRINKLER IIEAD POP-UP BODY: USE 6" POP-UP BODY FOR TURF AREAS AND 12" POOP-UP BODY FOR SHRUB PLANTING AREAS. CONTRACTORS. CONTRACTOR SHALL BE RESPONSIBLE FOR IRRIGATION LEGEND 16. ~ PRIOR TO CONSTRUCTION, LANDSCAPE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING IRRIGATION SYSTEM COORDINATION OF ACTIVITIES WITH ALL AGENCIES AND OTHER COMPONENTS WITHIN LIMIT-OF-WORK AND ADJACENT PROPERTY(S) TO DETERM!Nn WHAT IF ANY SYSTEM TRADES. SYMBOL MFG MODEL DETAIL ~ COMPONENTS ARE REQUIRED TO BE PROTECTED-IN-PLACE IN ORDER TO lv1AINTAIN THEM IN CURRENT WORKING ~ APPROVED LA'-fDSCAPE RECYCLED WATER METER, 2" SIZE -PER CIVIL PLANS -~ %<xx@ ORDER DURING CONSTRUCTION AND/OR TO RESTORE THEM TO ORIGINAL CONDITION UPON THE COMPLETION OF 6. THE CONTRACTOR SHALL VERIFY ALL CONDITIOKS AND @ WORK. DIMENSIONS SI-IO\VN ON PLANS AT THE SITE PRIOR TO WILKINS YBXL "Y" TYPE STRAINER, 2" SIZE, OR APPROVED EQUAL E / 18 LANDSCAPE CONTRACTOR SHALL INSTALL NE\V / RETROFIT EXISTING IRRIGATION EQUIPMENT/ COMPONENTS AS REQUlRED FOR COl\11\1ENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE N VALCON 5000 SERIES INLINE CHECK VAL VE, 2" SIZE, OR APPROVED EQUAL F / 18 COMPLETE HEAD-TO-HEAD COVERAGE AND RESTORE DISTURBED AREAS TO THEIR ORIGINAL CONDITION. IMMEDIATELY REPORTED TO PROJECT LANTISCAPE ARCHITECT AND C.11 WILKINS 975XL, 2" BACKFLOW PREVENTER ASSEMBLY D / 18 17. DURING WORK (DEMOLITION) AL'-<D CONSTRUCTION, CONTRACTOR SHALL PROTECT-IN-PLACE A.ND/OR MAINTAIN ANY REQUIRED CITY INSPECTOR FOR DIRECTION. ANY CONTINUATION OF WORK IS SYSTEMS FOUND DUR ING PRE-CONSTRUCTION WALK-THROUGH THAT ARE CRITICAL TO REMAIN IN PLACE DURING AND AFTER THE 600XL-I-IR PRESSURE RF.GUI.ATOR, 2" SIZE, OR APPROVED EQUAL. SET AT 80 PSI -FIELD PROJECT SCOPE HAS BEEN COMPLETED. CONTRACTOR SHALL INSTALL NEW IRRIGATION HEADS AND/OR ADJUST EXISTING HEADS TO AT THE CONTRACTOR'S RISK AND EXPENSE. ® \VILKINS VERIFY AVAILABLE STATIC WATER PRESSURE PRIOR TO ORDERING/ INSTALLING GI 18 ACCOl\1MODATE NEW DESIGN SCOPE AS REQUIRED, AS PART OF WORK. EXISTING HEADS IN SLOPES, SUCH AS BUT NOT LIIVIITED TO 7. THE CONTRACTOR SHALL ONLY APPLY SUFFICIENT \VATER TO EQUIPMENT FULL CIRCLE HEADS, SHALL BE ADJUSTED IN LOCATION TO BE EQUIDISTANT AP ART. PROMOTE HEALTHY GROWTH OF THE PLANT J\.1ATERIAL. ATNO [TI] APPROVED TEST STATION I/18 18. UPON COl\1PLETION OF THE PROJECT, A POST-PROJECT WALK-THROUGH SHA! ,I, BE SCHEDULED WITH THE O\VNER'S REPRESENTATIVE Til\1E WILL THE CONTRACTORAPPLYWATERAT A RATE OF <§) 3200 SERIES (NORl\1ALL Y CLOSED) l\1ASTER VAL VE, 2" SIZE TO CONFIRM ALL WORK W1TIIIN Lil\1IT-OF-WORI( AND ADJACENT AREAS TO TI-IE PROJECT SITE I-IA VE BEEN MAINTAINED AND/OR SUPERIOR A I 19 RESTORED TO PRE-CONSTRUCTION CONDITION AND SHALL BE ACCEPTED BY THE O\VNER'S REPRESENTATIVE. FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION. ® FLOMEC QS200 FLO:W SENSOR, 1.5" SIZE, OR APPROVED EQUAL BI 19 19. HUNTER ACC2 TWO WIRE CONTROLLER. CONTRACTOR SHALL CONFIRM QUANTITIES AND PROVIDE ALL DECODERS INCLUDING ONE 8. REFER TO DETAILS AND SPECIFICATIONS FOR I'-fSTA LLA TION OF ALL FOR EACH CONTROL VALVE(ICD-1, ICD-2, ICD-4, or ICD-6), MASTER VAL VE(ICD-1), AND FLOW SENSOR (ICD-S). CONTRACTOR SHALL COl\1PONENTS. [><] KING BROS. EBV--0000T PVC BLOCKED BALL ISOLATION VALVE (LINE SIZE) W/ HANDLE & VALVE BOX H/ 18 PROVIDE GROUND PLATES OR GROUND RODS AT ONE PER TWELVE DECODERS OF T\VO WIRE CABLE PER THE l\1AJ\l"UFACTURER'S 9. THE WORK SHO\VN ON TI-IESE PLANS IS DIAGRAMATIC, ALL ITEMS, IE. ll\lPERIAL IRRIGATION CONTROLLER 'A' PEDESTAL MOUNT (71 STATIONS USED) RECOMMENDATION. ALL DECODERS SHALL BE PROVIDED \VITH THE M<\.NUF ACTURER APPROVED \VIRE CONNECTORS. THE CONTROLLERS, VALVES, MAINI INES, SLEEVES, WIRES, IRRIGATION Ci] TECHNICAL ICA6-HU4-l 50/SP/SOLSE/(72)1CD-l/ICD-S./JFS-150C/(7)GRD-K -F / 22 DECODERS SHALL BE PRE-PROGRAMMED AND CONNECTORS PROVIDED. HEADS, ETC ... ARE SHOWN IN THIER APPROXIMATE LOCATIONS ONLY. IRRIGATION CONTROTT.FR SHATT. HAVE SIGN AGE/ MARKINGS IDENTIFYING RECYCLED WA TFR lJSE 20. TWO-WIRE CABLE AND DECODER NOTE: CONTRACTOR SlLALL PROVIDE HUNTER IDW1RE 1 OR ID\VIRE2 AS PER IVIANUF ACTURER'S SERVICES REFER ALSO TO LEGEND NOTES (RIGHT) 19 THROUGH 21 FOR ADDITIONAL INFORl\1ATION RECOl\1MENDATION OF M<\.XIl\1Ul\l LENGTH OF RUN AND TWO WIRE DECODERS MODEL #ICD-X. CONTRACTOR SHALL BE DO NOT SCALE DRAWINGS, DETAIL DRAWINGS l\1A Y CLARIFY @ NELSON 7645 QUICK COUPLING VAL VE, 1" SIZE, WITH PURPLE LOCKING RUBBER COVER E / 19 RESPONSIBLE FOR DETERYIINING ACTUAL NUJ\.IBER OF TWO, FOUR, AND SIX STATION DECODERS (MODEL #ICD-2, #ICD-4, AND #ICD-6) LOCATION OF SOlvlE ITEJ\.1S. THE CONTRACTOR SHALL NOT LOCATE IF DESIRING TO COMBINE STATION DECODERS AND APPROVED BY LANDSCAPE ARCHITECT. ANY ITEMS WHERE IT IS OBVIOUS TI-IA T THEY ARE IN CONFLICT WITH ~ RAIN BIRD PESBR REl\1OTE CONTROL VAL VE, 1" SIZE \V/IN PURPLE STANDARD PLASTIC VALVE BOX CI 19 21. !DWIRE 1 -HUNTER DECODER SYSTEM \VIRE - 2 CONDUCTOR 14 A \VG SINGLE CONDUCTOR INSULATED, TWISTED, SOFT DRA ¥lN BARE UNDERGROUND UTILITIES, STRUCTURES, OTIIER Il\1PROVEMENTS, OR ~ RAIN BIRD XCZ-PRB-R DRIP CONTROL ZONE KIT, 1" SIZE W/IN PURPLE JUMBO PLASTIC VAL VE BOX D / 19 COPPER COVERED WITH .060" POLYETHYLENE INSULATION. THE TWO CONDUCTORS SHALL BE COLOR CODED \VITI-I ONE VEHICULAR OR PEDESTRIAN SAFETY CONSIDERATIONS. >-·-- ·--PURPLE IN-LINE DRIP TUBING -XFS-CVPS-06-12 0.6 GPH Elv!ITTERS SPACED@ 12" O.C. WITH CONDUCTOR RED AND 'TIIB OTHER BLUE. MAXIMUl\l DISTANCE= 10,000 FEET FOR ACCOR 5,000 FEET FOR DUAL. INDICATE CABLE -·---JACKET COLOR-GRAY, PURPLE, YELLOW, ORANGE, BLUE, OR TAN. >-·---·-TL BING-SPACE TUBING LINES@ 12" O.C. UNLESS OTHERWISE INSTRUCTED BY 10. ADJUST ALL HEADS FOR MINIMUM OVERSPRA Y ON ANY ---->-·-·--·-----MANUFACTURER OR SOILS REPORT -INSTALL TUBING STAPLES @ 3' O.C. -CHANGES IN ID \VIRE MODEL GUIDE NONPLANTED AREAS AND COMPLETE COVERAGE OF LAL'-<DSCAPE >-·-·---RAINBIRD A, B, CI 21 ·----~·-·-·--DIRECTION SHALL BE MADE Wi BARBED FITTING -INSTALL 4'' BELOW FINISHED GRADE-FOR AREAS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC ·----~·-·-·--PVC SUPPLY HEADER TO DRIPLINE TRANSITION USE 3/4" COl\1BINATION TEE PER 2 YIM2 (14 AWG) STANDARD DECODER 3.3 MM' (12 AWG) LONG RANGE -·---· f--- - -TO FIT THE EXISTING CONDITIONS (USE VARIABLE ARC NOZZLES AS ·-·---l\1ANUFACTURER RECOYIMENDATION. CABLE (UP TO 10,000 FT I 3KJ\.1) HEAVY-DUTY DECODER CABLE >--·-·-- NECESSARY). @ ARV050 DRIP AIR/ VACUUM RELIEF VAL VE PER MANUFACTURER SPECIFICATIONS -VERIFY I/ 20 11. LOCATE ALL SHRUB SPRAY HEADS 24" FROM EDGE OF PA VINO. RAINBlRD LOCATION IN FIELD -PLACE@ HIGH POINT OF SYSTEM IDlGRY GRAY JACKET ID2GRY GRAY JACKET IDl PlJR PURPLE JACKET ID2PUR PURPLE JACKET 12. DO NOT LOCATE ANY IRRIGATION HEADS CLOSER THAN 24" FROM CD RAINBIRD OPERIND DRIP SYSTEM OPERATION INDICATOR -LOCATE WHERE VISIBLE D / 21 IDlYLW YELLOW JACKET ID2YL\V YELLOW JACKET HOUSE. DRIP FLUSH VAL VE (l\1ANUAL OPERATION) PVC SCH 40 TRUE UNION BALL VAL VE -VERIFY IDlORG ORANGE JACKET ID2ORG ORANGE JACKET 13. DO NOT USE FIXFD RISERS IN TRAFFIC AREAS. CD APPROVED LOCATION IN FIELD -LOCATED AT LOW POINT OF SYSTEIVI / AT SYSTEM ENDS JI 20 IDlBLU BLUEJACKET ID2BLU BLUEJACKET 14. USE 6" POP-UP HEADS IN TURF AREAS, AND 12" POP-UP HEADS IN TREES I'-f TURF AREAS: IDlTAN TAN JACKET ID2TAN TAN JACKET SHRUB AREAS RZWS-18-50-CV-R ROOT ZONE WATERING SYSTEM. 2 EACH PER TREE. SPACED 6" FROM ROOT 15. USE VARIABLE ARC NOZZLES FOR AREAS OTHER THAN 90, 180, OR 360 □ HUNTER BALL, INSTALL ON EACH SIDE OF ROOT BALL D&E/22 DEGREES. TREES IN PLANTING AREAS: 16. SLEEVE IRRIGATION \VIRING UNDER ALL PA YING. PROS-06-PRS30-CV-R WITH MSBN-50H STREMI TREE BUBBLER. 2 EACH PER TREE. SPACED 6" FROM ROOT BALL, INSTALLED ON EACH SIDE OF ROOT BALL SLEEVE LATERALS UNDER ALL PA YING 4 FEET AND WIDER. IRRIGATION l\1AINLINE-SIZE PER PLAN • SLEEVE IVIAINLINE UNDER ALL PAVING 4 FEET AND \\IJDER. -<E>-APPROVED El 20 - -PURPLE PVC SCI-I 40 FOR 1-1/2" SIZE AND BELOW; PURPLE PVC CLASS 315 2" SIZE AND ABOVE ALL SLEEVES TO BE 2x SIZE OF PIPE TO BE SLEEVED. PURPLE PVC SCI-I 40 SHRUB ZONE LATERAL PIPE -1" SIZE AND ABOVE ARE INDICATED ON TI-IE APPROVED FOR IRRIGATION AND USE CHECK VALVES AS REQ'D TO ELil\1INATE LOW HEAD DRAINAGE. 1¼ APPROVED El 20 17. PLANS, WITH ALL OTHERS BEING 314" MIN. IN SIZE. PLANTING ONLY, INCLUDING 18. PRESSURE COMPENSATING DEVICES SHALL BE USED ON ALL PURPLE PVC SCH 40 TREE ZONE LATERAL PIPE -l" SIZE AND ABOVE ARE INDICATED ON Tiffi PRECISE LOCATION OF PLANTING NOZZLES TO ELil\lINATE FOGGING. 114 APPROVED E 120 --------PLANS, WITH ALL OTHERS BEING 3/4" MIN. IN SIZE. AREA 19. WHERE VERTICAL OBSTRUCTIONS IN THE LANDSCAPE AREA PURPLE PVC SCI-I 40 PIPE SLEEVE -2X PIPE DIA. MIN. -SLEEVE PIPING UNDER ALL PAVING/ ------F 120 INTERFERE \VITH THE SPRAY PATTERN OF ANY SPRINKLER ------APPROVED WALL / HARDS CAPE COUNTY OF SAN DIEGO RESULTING IK IJ\.1PROPER COVERAGE, THE IRRIGATION CONTRACTOR @ JAIN ARY-2 l\1AINLINE COJ\.1BINATION AIR RELIEF VALVE-SEE LEGEND NOTES G ! 19 DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION SHALL RECTIFY TI-IE COVERAGE OF IRRIGATION, THE IRRIGATION ® CHRISTY APPROVED WATER DISTRICT RECYCLED WATER WARNING SIGN H/20 COKTRACTOR Sri.ALL RECTIPY TIIE SITUATION BY FIELD ADJUSTMENT TO THE IRRIGATION SYSTEM. THIS !VIA Y REQUIRE THE VALVE KEY SLEEVING LEGEND MAINLINE PIPE MAINLINE PIPE LATERAL PIPE JENNA LEPORE DATE ADDITION OF QUARTER CIRCLE SPRINKLERS TO EACH SIDE OF THE ENVIRONMENTAL HEAL TH SPECIALIST OBSTRUCTIONS OR OTHER MEASURES. ALL SUCH ADJUSTMENTS ~ PLANT TYPE QUANTITY i S]E / /E SIZING CHART SIZING CI-IART SIZING CHART SCH. 40PVC CLASS 315 PVC SCI-I. 40 PVC s J R "AS BUil T" SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. PL<NT x-WUCOLS No. -VALVE I.D. l -4" -C SIZE FLOW(GPM) SIZE FLOW(GPM) SIZE FLOW(GPM) 20. PIPING AND \VIRE CONDUIT PENETRATIONS THROUGH WALLS AND C [RRIG. C01'"TROL 0.0 I 1'' I -6" -M l IRRIG \VATER ----INSTALLATION OF ANY IRRIGATION EQUIPMENT UNDER PA YING -VALVESlZE ----l -2" -L J::: CLJ:::C!HICAL-3/4" = 0 - 7 .9 2" -30.9 -49 3/4" = 0 - 7 .9 .'onds1',7[>P. rJrchiu,cr11re TITLE DATE xxxxx '--• -PLANTING AREA \-6''-X X EXTfll\ /1111.f _o,',71>1,!~g IVIUST BE COORDINATED WITH THE GENERAL CONTRACTOR AND l" = 8 -12.9 2-112" = 50 -71 I" = 8 -12.9 REVIEWED BY: CONTRACTORS OF OTHER TRADES TO ELIMINATE PROBLEMS Trl.<\.T ~ APPROX. DEMAJ\D (GP!v!) L___ PIPE SLEEVES AT 1-1/4" = 13 -22.6 1-1/4" = 13 -22.6 7859 Sitio Coco Sleeving Note: ROAD CROSSING Carlshad Ca 92009 IRRIGATION METHOD 1-1/2" 22. 7 -30.8 1-1/2" 22.7 -30.8 . !VIA Y ARISE FROl\1 INACCESSIBILITY OR DAMAGE TO ANOTHER AT .. J, Sl,F.1".VES TO OE SCH. 4D PIPC. = = TELH\•276 650~I FAX949l76 6505 www . . ,;a,11c cum INSPECTOR DATE I" TRADE'S WORIC . OIJVENHAIN MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD I~ 14 PLANNING DIVISION I< PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: LA COSTA TOWN SQUARE PARCEL 3 \,\itSC t;, OLIVENHAIN MUNICIPAL DEVELOPERS NAME: WOODS ID E 05S LP ,3 0"" ~ WATER DISTRICT IRRIGATION LEGEND AND NOTES ,· .~ ADDRESS: 1250 CORONA POINTE COUR T, SU ITE 500 tJ -" APPROVE~fi....: 11~~• =' -CORONA. CA 92879 42/z.<1 /zt/ , . ON-SITE RECYCLED WATER IRRIGATION SYSTEM REVIEW -9130:24 ~ DATE '/ 4-17-24 ✓~ TELEPHONE: (760) 535-2333 PLANNING Y/p' DATE /, ~ DRWN BY: KC/HH PROJECT NO. DRAWING NO. •• or CA\.'"\) BY· DATE: DATE PLAN PREPARED: JANUARY 26. 2023 DATE INITIAL DATE INITIAL DATE INITIAL LPC-2022-0030 REVISION DESCRIPTION 536-1 L " Sean P. Peterson, Cross-connection Control Specialist SJA INC. ENGINEER OF WORK OIBER APPROVAL CITY APPROVAL CHCKD BY: RJ/ML AMEND 20170-0012 Expiration Date: 09-10-~[)24 NOTE: SIGNATURE EXPIRES 1 YEAR AFTER DATE. BY: C: \DRAWING FILES\TITLE SHEETS\RECYCLED WATER TITLE SHEET.DWG 7/20/2019 ~I .li,ur ..ll.l_SH1:.1:.TS Ex iratlon Date: l)Q-'l(J-?')14 C: \DRAWING FILES\TITLE SHEETS\RECYCLED WATER TITLE SHEET.DWG 7 /2D/2019 \ I ~-"" ___ -~1-3.?~;--- >: 20' 0 GRAPHIC SCALE 20' SCALE: 1" -20' 60' OLIVENHAIN MUNICIPAL WATER DISTRICT DEVELOPERS NAME: WOODSIDE 05S LP ADDRESS: 1250 CORONA POINTE COURT SUITE 500 ON-SITE RECYCLED WATER IRRIGATION SYSTEM REVIEW CORONA CA 92879 TELEPHONE: (760) 535-2333 HYDROZONE LEGEND LIMIT OJ:i WORK • HYDROZONE #1 -TREE BUBBLER (MW) {~ff9, ,,-X HYDROZONE #2 -SHRUB ROTATOR (MW) HYDROZONE #3 -SHRUB ROTATOR (L\V) HYDROZONE #4-SHRUB DRIP (MW) HYDROZONE #5 -SHRUB DRIP (L W) llliRill~~~m HYDROZONE #6 _ TURF ROTATOR (H\V) w,wz,½j ~ HYDROZONE #7 -TURF DRIP (HW) lfflSj EXISTING IRRIGATION SYSTE1v1 (FR01v1 EXISTING RECYCLED WATER I P.O .C.) \VATER EFFICIENT LANDSCAPE WORKSHEF,T HYDROZONE INFO~'.IA TION TABLE Controller Zone or Plant ~,,O of Total fn-igation Hych-ozone* TypeJFactor* Hydrazone Landscaped Program No. Valve Method** Area (Sq. Ft.) ** (PF) Area . - A MW I Bubbler 0.75 3,902 7.41% A MW ' Rotator 0.75 7,453 14_ 1.5% 4 A LW 3 Rotator 0 75 12,009 22.80% A M\V 4 Drip 0.80 5,406 10.26% -A LW 5 Drip 0.80 19,828 37.65% A HW 6 R.otator 0.7j 2,502 4.75% A IJW 7 Drip 0.80 1,567 2.98% Total Planted Area 52,667 100.00% "'Hydrozone **lrrigalion Methnd **':'Pinnt Factor .from W7JCOLS III CITY OF CARLSBAD ESTIJVIATED TOTAL \VATER USE (ETWU) Controllel' 11A" Evapotranspiration Rate (ETo)* Conversi:m Factor (Step I X Step 2) Plant Factor (PF)'* (From V.-1JCOLS) (VLW -HW) (0.1 -0.8) Area ofHydrozone (sq. ft.) (HA) (Step 4 X Step 5) hiigation Efficiency (IE)"*' (Step 6 -a-Step 7 (Total All Step 8 + Total SLA sq. ft. u1 Step 5) (Step 3 x Step 9) Estnnated Total Water Use in gallons per year (E1WU) -Total shall not exceed MAW A ETo' West of 1-5 ~ 40.0 Process Step No. (Below) 2 4 Hychozane Nmnbcr (I -5 wrth SLA Zone Below -use as many tables 118 necessary to complete all hych·ozones) 4 5 Bubbler R~tator Rotator Drip Drip, Rotator Drip 47.0 47.0 47.0 47.0 47.0 47.0 0.62 1,534,716 East of 1-5 and West of El Camino Real~ 44.0 East of El Camn10 Real~ 47.0 ***IE Micro-spray~ .80 Spray~ .72 MP Rotator - . 75 Bubbler - _ 75 Drip-.80 supported by docmncntation subject to approval by the City Plannn1g D~-ision **Plant Factor & Water Use 0.1 ~VLW -Very Low Waler Use Plants 0.3 ~ l, W -Low Water Use Plants 0.5 -MW -Moderate Water Use Plants 0.8-HW -High WaterUsePlants MAXIMUM APPLIED WATER USE (MAWA) calculation: MAWA ~ (Eto)x(0.62)x [(OxLA)+(l xSLA)] 1,534,716 S J R ,'c,n,!.,LUf'~ li"<.hi1e,.iur~ lu'ld r,l<1n>1Jng 7859 Sitio Coco Carlsbad Ca, 92009 !EL94~276 (,S(,lJIFA:X91>276 65C•i WWH' 8i'1lnC.c'om TotalLaudseape Area APPROVED FOR IRRIGATION AND INCLUDING PLANTING ONLY, PRECISE LOCATION AREA COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH LAND AND WATER QUALITY DIVISION JENNA LEPORE ENVIRONMENTAL HEAL TH SPECIALIST "AS BUILT" OF PLANTING DATE TITLE DATE REVIEWED BY: INSPECTOR DATE OLIVENHAIN MUNICIPAL WATER DISTRICT SHEET 15 CITY OF CARLSBAD PLANNING DIVISION PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: LA COSTA TOWN SQUARE PARCEL 3 HYDROZONE MAP AND WATER USE CALCULATIONS r-----;----;--------------+-----,,---t----+-----t APPRO~ rrf. ~ 1----+----11------------------+---+---1----1----1 -:::P,--LA:--:Nc-,N7.l,..,N~G~----~~-------DATE BY:________ DATE ______ _ Sean P. Peterson, Cross-connection Control Specialist t-D-A-TE_P_L_A_N_P_R_E_P_A_R-ED_:_J_A_N_U_A_R_Y_2_6_2_0_2_3 _____ -+--=-DAccTE=-+-clN""ITI=A,-,L-+-------------------l-□-AT-E-+-IN-IT-IA-L-+--□-A-TE-+-IN_ITI_A_L-IDRWN BY, KC/HH PROJECT NO. ENGINEER OF WORK REVISION DESCRIPTION 1---_,__---+------'--+,,cH""c""'Ko...,s=v,--------1LPC-2022-0030 DRAWING NO, 536-1 L NOTE: SIGNATURE EXP IRES 1 YEAR AFTER DATE. BY: SJA INC. OTHER APPROVAL CITY APPROVAL RJ/ML AMEND 20170-0012 FLOW GROUP RECOMMENDATIONS CONTROLLER RUN TIMES MIN. MIN. CITY OF CARLSBAD (47.00) Jau Feb Mar Apr May Jun J1tl Aug Sep Oct Nov Dec FORMULAE . (per (per Days per Mcuth 31 28 31 30 31 30 31 31 30 31 30 31 RC\' GPM 'Neek.) Flow Grp 1.D. RCV GPM Weck) Flow Grp I.D . ET Average per Mcuth 2.2 2.5 3.6 4.1 5.1 5.3 6.1 5.8 1.5 3.3 2.4 2.1 Prcd11itathn Rate. {PR}, T otaL Area .:Method Al !LO 12 FlowGrpA A45 10.2 32 Flow Gip 0 ET A vcrngc per Day 0.071 U.089 0.116 0.137 0.165 0.177 0.197 0.187 0.150 0.106 0 080 0.068 PR {in/hr) = Flow GPi\1 x 96.25-:-Hydro=one Planting Area A9 4.0 12 24GPM A48 13 .8 32 29.3 GPM A13 9.0 12 12 Mins. A61 5.3 32 32 Mins. l\1aximumRuutime (Rt1m~x1) TREE BUBBLER (Inigatiou Schedule During Plaut Establisluneut Penod) Rt1m0 ,1 = 60 x (A SA) ~ (PR -IR), minutes Moderate Water Use I Sandy Loam wir.h Oto 3% aud 13% < Slope A2 6A 74 FlowGrp B A49 9.0 12 Flow Gip P lll"igaticu Wate1illg Schedule (T) Month Jan Feb Mar Apr May Jun J1tl Aug Sep Oct Nov Dec A21 6.8 74 27.7 GPM A52 8.0 12 29GPM Maximum Minutes per start tim.e 2 T = (60xETx PF) ~(PRx IE) x 7 ~ Rtrm0.,.1 3 3 3 3 3 3 3 3 3 3 2 A25 14 .5 74 74 Mins. A53 12.0 12 12 Mins. Sta1t times per week* (2 miuinunn) 2 2 3 3 3 4 4 4 3 2 2 2 Total mitmtes per week 4 6 9 9 9 12 12 12 9 6 6 ' 4 ET = Evapctranspiration rate (see daily cluut above) A7 14 .0 42 FlowGrp C Al9 4.2 32 FlowG.-p Q *Sta11 tirne-s per wee-k may not equal days per week. 1'.1ultiple stat1 times per day ( cycle and soak) may be needed to avoid runoff. PR ~ Preciprtatiourale (see fonnula abaove) AS 12.5 42 26.5 GPM A54 9.3 32 27.7 GPM Note: \\·'atering Schedule provided is a guide. Ccutractor shall be responsible for plant health and monitoring. increase or decrease watering time(s) accordingly. GPM = Gallons per Minute 42 Mins. A59 14.2 32 32 Mins. R trm~xl = 3.faxinnun runtime (allowable before nmoff occurs) SHRUB ROTATOR (lnigation Schedule Dm-ing Plant Establishment Period) ASA = Allowable Sraface Acc1Unulation (as it reates tu Soil Textmai Class and Slope) Moderate Water Use . Sandy Loam w1tl10 to 3% aud 13% < Slope IR = Basic soil intake rnle AS 2.9 32 FlowGrp D A56 4.0 12 HowGtpR T ~ Irrigaticu Watetillg Schedule Month Jan Feb Mar Apr May J1u1 Jttl Aug Sep Oct Nov Dec A6 9.4 32 28.3 GPM A60 6.0 12 28GPM PF = Plant Factor from WU COLS (low: 0.1 -0.J. moderate: 0.4-0.7, high watet use: 0.8-1.0; a1t. tmf: 0.1-0.2; water feanu·es. 0.8; SLA: 1.0) .. Maximum Minutes per start time 18 23 29 35 41 44 49 47 38 27 20 17 A26 1.9 32 32 Mins. A69 18.0 12 12 Mins. IE = lmgatimi Efficiency (Bubbler: 0.81; Spray: 0. 75; RO!alor: 0. 75; Rotor: 0. 75; Drip: 0.8 l) Start times per week* (2 ntinin1U111) 2 2 2 2 2 2 2 2 2 0 2 2 " A65 14.1 32 Total 111.inute.s per week 36 46 58 70 82 88 98 94 76 54 40 34 A68 14.6 98 Flow Gip S •stmt tnnes per week may uot equal days per week. !vlltllipie sta11 times per day ( cycle and soak) may be needed to avoid 11111off. CONTRACTOR SHA.LL ADruST CONTROLLER RUN TIME SCIIEDillE J:iOR THE ESTABLISHMENT PERIOD AS FOLLOWS: AIO 7.8 84 FiowGrpE A70 8.8 98 23.4 GPM Note: \Vatering Schechlle provided is a guide. Contractor shall be responsible for plant hen Ith nnd monitrn.-ing, increase or decrease watering time( s) accordingly. 1. RUN ALL STATIONS USING THE ABOVE RUN TIME EACH DAY TO KEEP THE SOIL OPTIMALLY lv10IST AT ALL Al7 4.7 84 15.7 GPM 98 Mll.lS. TIME DURING THE FIRST 90 DAYS OF ESTABLISHt\1ENT. A57 3.2 3,1 84 Mins. SHRUB ROTATOR (hTigation Sched1tle During Plant Esta blisbment Period) 2. ADJUST EACH STATION AS NECESSARY FOR ACTUAL SITE CONDITIONS. A7 1 15.8 98 }1owG1p T Low ·water Use 1 Sandy Loam with Oto 3% and 13% < Slope 3. AT NO TIME SHALL RUN OFF BE PERMITTED. ADruST START Til\1ES TO ACCOMMODATE LOCAL SOIL PROFILES. A28 7.8 74 23.6 GPM Mouth Jan Feb Mar Aor Mav .Jun Jul Aug Sep Oct Nov Dec 4. WATERING SHALL OCCUR BETWEEN 1 OPM TO 6AJ\II. All 3.0 12 FlowGtp F Al6 2.0 12 28 GPM 98 Mins. Maximum Minutes per stall time 14 17 22 26 31 33 37 35 28 20 15 13 SMART CONTROLLER NOTE: Start ti.mes per week* (2 minilmun) 2 2 2 2 2 2 2 2 2 2 2 2 Al8 3.0 12 12 Mins. 5. THE CONTROLLER RUN TIME SCHEDULE IS A GUIDE ONLY. FlowG.-p U Total minutes per week 28 34 44 52 62 66 74 70 56 40 30 26 A23 14.0 12 A3 7.1 74 6, DO NOT OVERRIDE SlvIART CONTROLLER FUNCTIONS. A30 6.0 12 A24 17.9 74 25 GPM *Stait Innes per week may not equal days per week. Multiple sta1t times per day (cycle aud soak) may be needed lo avoidmnoff. 7. CONTRACTOR SHALL FOLLOW M.A.NU.FACTURER INSTRUCTIONS FOR INPUT OF ALL IRRIGATION SYSTEM 74 Mills. Note: Vlt1rer-ing Schedule provided fa a guide . Ccutrnctor shall be responsible for plant health aud monitu·ing, increase or decrease wate1ing time(s) accordingly. REQUIREMENTS FOR R UN TIME SCHEDULING, INCLUDING PRECIPITATION RATES, PLANT TYPES, SOIL PROFILE, SLOPE ETC ... All 7.0 32 FlowGrp G SHRUB DRIP (Inigation Schedule During P11nt Establislnnent Period A1 ,1 11.6 32 29.2 GPM A20 14.0 12 FlowG.-pV Moderate Water Use I Sandy Loam will, 0 lo 3% and 13% < Slope \VORsl'cASF, SCENARIO CALCULATIONS FROM, • A29 10.6 32 32 Mins. A31 8.0 12 28GPM Month Jan Feb Mar Apr May Jllll Jttl Aug Sep Oct Nov Dec ',; - ' ·":·· ,, _,. . . -ii ' _-<; ... /.. :·, ' -i~ •. ~: ,·",':f'" -, ···t' -A55 6.0 12 12 Mll.lS. Maximmn Minutes per staii time. 8 10 13 15 18 19 14 20 16 12 9 8 NEW 2" RECYCI.EJ) WATER METER @,LACOSTA A VE. STATIC PRESSURE NOTES: Al5 4.4 196 FlowGtp H Start times per week.• (2 llliIIimum) 2 2 2 2 2 2 ,, 2 2 ' 2 2 IRRIGATION SYSTEM IS DESIGNED FOR -' " A36, l. A62 12.3 196 16.7 GPM A32 8.0 12 Flow Gip \V Total minutes per week 16 20 26 30 36 38 42 40 32 24 18 16 RECYCLED\VATER USE, 30 GPMFLOW RATE AT ~ A52& 196 Mins. A58 14.0 12 27GPM *Start times per week may uat equal days per week. M1tltiple sla1t tnnes per day ( cycle aud soak) may be needed to avoid nmoff 90 PSI DELIVERY. A35 5.0 12 12 Mins. Note: 'VVateri:ng Schedule provided is a guide. Contractor shr1.ll be resoonsible for nlant health a,id monita:ing, increase Ol' decrease wateting time(s) accordingly. VAL'VES: A71 2. CONTRACTOR SHALL FIELD VERIFY EXISTING A4 4.8 42 FlowGrp I GPJ\,lDEJ\,lAND AT VA,LVE: 30.00 AVAILABLE STATIC RECYCLED WATER SHRUB DRIP (Inigatiou Srheduie Dmitig Plant Establishment Period) PRESSURE AND SHALL l\1AKE NECESSARY A22 14.0 42 22.9 GPM A46 110 12 Flow Gip X l STATIC PRESSURE AT SOURCE(POC OR VALVE) 90.00 ,12 42 Mins. Low Water Use I Sandy Loam wtth Oto 3% and 13% < Slope 2 NEI"ELEVATION CHANGE(+/-) (FT) 30.00 ACTIONS AS FOLLOWS: A63 8.9 A47 11.0 12 24GPM Month Jan Feb Mar Arr May Jun Jul Aug Sep Oct Nov Dec HIGHPOINT TO VA LVr, POC JO VALVE, OR POC TOSOlJRCEIF A . IF > 90 PSI, ADruST / SET PRESSURE llN!A A64 2.0 12 12 Mins. Maximum Minntes per sta11 time 6 7 10 11 13 14 16 15 12 9 7 6 REGULATOR AT 90 PSI DELIVERY. CALCULATING PRESSURE LOSS ATPOC ONLY(NOT V:4LVEj A27 4.0 12 Flow Gip J Start times per week* (2 nlinimmn) 2 2 2 2 2 2 2 2 2 2 2 2 3 PRESSURE RESULTING FROM ELEV. CllANGE (LINE 2 x 0.43 3 3) 13.00 B. IF< 90 PSI, COORDINATE WITH OVv'.NER / -A37 3.0 12 28GPM Total Mimrtes Per Week 1,040 Total minures per week 12 14 20 22 26 28 32 30 24 18 14 12 4 LATERAL LINE LOSS 6.30 LANDSCAPE ARCHITECT FOR (i) IRRIGATION A66 21.0 12 12 tv[ius. In-igation R1m Tlllle (Hrs:Mins) 1720 *Start Innes per week may not cqnai days per week. Multiple start times per day ( cycle and soak) may be needed to avoid rmoff. DISTA.NCEFRO,WSPRAY HEAD TO VALVE, CONSULT CHART BASED SYSTE11 REASSESSJ\11ENT; (ii) BOOSTER PUMP ON SIZE OF LATER.4LL/NE & CLASS OF PIPE USED. Total Hrs w/i.l.1 Restrictions 32-00 Note: \Vatering Schedule provided is a guide. Contractor shall be responsible for plant health and l.llonitming. increase ur decrease watering time(s) accordingly. 5 MAL'<LINE LOS S (TOTAL) 6.20 SPECIFICATIONS. INSTALL BOOSTERPlJIVIP A33 , , 32 FlowGtp K DISTANCE FROM POC TO V:1L VE, CONSULT CHART BASED ON SIZE AND SET PRESSURE BOOST TO ACHIEVE 90 PSI ,., A34 9.3 32 27.4 GPI\1 Days Per Week 4 TURF ROTATOR (Inigation Sched1tle During Pl1nt Establishment Pe1iod) OFMAJJfLINE & CLASS OF PIPE USED. LEAVEBL4NKIF DELIVERY. A38 10.4 32 32 Ivfins. Time RestJ.ictions 8 Coal Season Grass I Sandy Loam wrth Oto 3% Slope CALCuLATINGPRESSURE LOSS AT VALVE ONLY VS. AT POC, FITTlNG& LOSS (10% OF LINE 4 +.}) 0.20 Month Jan Feb Mar Apr I May JUll Jul Aug Sep Oct Nov Dec 6 JO PM 6 AM ~ , CONTROL VAL VE (LOSS THROUGH V:4LVE ITSELF) S.10 Maximum Minutes per sta1t time 36 45 58 69 ! 82 88 98 94 75 53 40 34 BACKFLOW PREVThTER (lF APPLICABLE ) l2 00 A36 6.2 32 FlowGrpL ' 8 Sta11 times per week.* (2 llliuimum) 2 2 2 ' 2 2 2 2 2 2 2 2 17:20 " 9 2" MASTER VAL ,E, FLOW SENSOR AND ISOLATION VALVE 0.60 AlO 10.1 32 27.6 GPM Total m.int.Jres per week 72 90 11 6 138 164 176 196 188 150 106 80 68 1D PRESSURE REG. VALVE (IF APPUCABLE) 0.00 I A43 11.0 32 32Mius. June -August Flow Group Irrigatiou Ruu Time *Sta11 times per week may not equal days per week. MulJiple starl t~nes per day (cycle and soak) may be needed to avoid nmoff 11 TOTALPRESS1:RELOSS (SUM OF LINE 4 -10) 33 .40 (Hc,_n~:Mimrtes) Per Week Note: \Vatering Schedule provided. is a guide. Contractor shall be responsible for nlant heahh and monit01ing, increase or decrease wate1ing time(s) accordingly, 12 PRESS URE REQUIRED AT HR\.D 40 .00 ~lowG1pM ' 4:20 REFER 1VMFR. SHEETFORPRESSUREREQUIREMENTS.FORDRIP A39 7.0 12 SYSTEMS, OUTLET PRESS URE AND PIPING IS TYPICALLY SET TO A42 12.U 12 26GPM Jm1e -August Flow Group b1igatiou R1m Time I'UlU'DRIP (Inigatiou Schedule Dtniiig Plaut Establishment Period) IJElJVERREUUl,ATED PRESSURE OF 30 PSI A44 7.0 12 12 Mim. (Hoors:Min1rtes) Per Week e Days Per Week Cool Season Grass I Sandy Loom with Oto 3% Slope l3 TOTALPRESS1:REREQUIREMENT (LINE Il+12) 73.40 -Month Ja11 Feb 'vlar Aor Mav Jun Jul Aug Sep Oct Nov Dec 11 A VAIL. STA TIC PRESSURE AT POC (+!-LINE I & LINE 3) 77 .00 RESIDUAL PimSSURE'iINE t.4 }'i3) I ;'11 Maximum Minntes per sta11 time 15 26 " 17 15 . 360 A4 1 9.1 32 FlowGrp N 19 25 29 23 25 28 32 "" . ' Stflrt rimes pc.r \Veek* (2 minimum) 2 2 0 2 3 3 j 3 0 2 2 2 APPROVED FOR IRRIGATION AND 32 • • A50 7.8 29.2 GPM Total minutes per week 30 38 50 58 69 75 84 78 64 46 34 30 PLANTING ONLY, INC LUD ING A5 1 4.7 32 32 Mins. *Sta1t times per week may not equal days per week. Multiple stall times per day (cycle and soak) may be ueeded to avoid runoff PRECISE LOCATION OF PLANTING A67 7.6 32 Note: ·watering: Schedule provided Ls a guide. Contractor shall be responsible for plant health and monitoring. iu.crease or decrease waterllig lime(s) ac.cmdingly. AREA FLOW GROUP NOTE: ESTABLISHED LANDSCAPE NOTE: OPERATE MULTIPLE SYSTEMS SIMULTANEOUSLY TO MEET THE AFTER PLANT ESTABLISHMENT PERIOD. ADJUST IRRIGATION WATERING SCHEDULE 20% LESS. COUNTY OF SAN DIEGO \VATERING WINDOW REQmREMENT AND MEET THE l\1INIMUM DEPARTMENT OF ENVIRONMENTAL HEAL TH FLOW AS REQUIRED FOR FLOW SENSING. LAND AND WATER QUALITY DIVlSION ADDITIONAL NOTES: IRRIGATION CONTRACTOR NOTES: 1. NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LfNED I. CONTRACTOR TO INSTALL ALL IRRIGATION EQUIPMENT \VITHIN Lil\1IT OF SITE \\TORK. SHO\VN FOR CLARITY JENNA LEPORE DATE AND CONN ECTED TO A POTABLE WATER SOURCE PENDING ONLY -IRRIGATION IS SCHEMATIC. ENVlRONMENTAL HEALTH SPECIALIST SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS 2. ALL LATERAL LINE AND MAINLIN E INSTALLED UNDER PAVING TO BE PROVIDED WITH PIPE SLEEVING (2 TIJ\,1ES s J R "AS BUil T" PERFORMED BY CM\VD AND DEH. INDICATE THAT FINAL LINE SIZE). CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED ' IRRIGATION CONTRACTOR SHALL COORDINATE WITH CONCRETE SUB FOR IRRIGATION STUB UPS PRIOR TO ;) . MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PAVING. -i ,7nd,capc arci1irec1r1ri TITLE DATE PROVIDED BY CMWD AND DEH. 4. VALVE LOCATIONS ARE SHO\VN SCHEMATICALLY. FINAL LOCATION SHALL BE APPROVED IN FIELD BY LANDS . fond p/ti,.,r,1ng ~ 2. ONL YPOP-UPS SHALL BE USED IN TI-IE RIGIIT-OF-WAY AND ARCH. PRIOR TO INSTALLATION. REVIEWED BY: 7859 Sitio Cucu WHEREVER \,VITHIN IO' OF ANY HARDSCAPE, TURF, OR OTHER (\ulshad fa 92009 ~ AREA WHERE PEDESTRIAN TRAFFIC MAY OCCUR. TEL ~•4Q27 6 65CIJ I rAx H9 2:'6 65C5 ., .. w.s_ja111c ;;om INSPECTOR DATE ~ OLIVENHAIN MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 16 PLANNING DIVISION PRIVATE (ON SI TE) RECYCLED VII WATER SYSTEM FOR: LA COSTA TOWN SQUARE PARCEL 3 'si-'i,D SCA ts OLIVEN HAIN MUNICIPAL DEVELOPERS NAME: WOODS IDE 05S, LP ,-¼'~' WATER DISTRICT IRRIGATION NOTES AND WATER USE CALCULATIONS ;:; './ ADDRESS: 1250 CORONA PO INTE COURT SUITE 500 ,.;; -~ APPROVED~ 4<t:J .. '-' c"' &{t.4 , .. ,, & . ON-SI TE RECYCLED WATER IRRIGATION SYSTEM REVIEW CORONA CA 92879 -1 • ' l>/: _.j 'ii< DATE (760) 535-2333 PLANN ING ~ ~ 4-17-24 J,.::.:: TELEPHONE: '1"1:, DATE _,,,,,,,,'\'JV DRWN BY: KC/HH PROJECT NO. DRAWING NO. OJ CA1,\" BY: DATE: JAN UARY 26 2023 DATE INITIAL DATE INITlAL DATE INITIAL LPC-2022-0030 ~ DATE PLAN PREPARED: REVISION DESCRIPTION 536-1 L Sean P. Peterson, Cross-connection Control Specialist SJA INC. ENGlNEER OF WORK 011-iER APPROVAL CITY APPROVAL CHO<D BY: RJ/ML AMEND 20170-0012 Exoiration Date: 09-30-2024 NOTE: SIGNATURE EXPIRES 1 YEAR AFTER DATE BY: C: \DRAWING FILES\TITLE SHEETS\RECYCLED WATER TITLE SHEET.DWG 7 /2D/2019 SHEET .16. OF .J.QSHEETS OLIVENHAIN MUNICIPAL WATER DISTRICT ON-SITE RECYCLED WATER NOTES I. THE USE OF RECYCLED WATER JvIUST BE Lil\1ITED TO THE AREAS DESIGNATED AND APPROVED. 2. ALL RECYCLED WATER VALVES AND OUTLETS SHA.LL BE PROPERLY TAGGED TO WARN THE PUBLIC A1\1D EMPLOYEES 4. 5. 6. 7. 8. 9. THAT THE WATER IS NOT SAFE FOR DRINKING. ALL RECYCLED WATER PIPING AND APPURTENANCES IN NEW INSTALLATIONS AND APPURTENANCES IN RETROFIT INSTALLATIONS SHALL BE COLORED PURPLE OR DISTINCTIVELY WRAPPED WITH PURPLE TAPE IN ACCORDANCE WITH CHAPTER 7.9, SECTION 4049.54 OF THE CALIFORNIA HEALTH AND SAFETY CODE. WHERE FEASIBLE, DIFFERENT Pl PING MATERIALS SHOULD BE USED TO ASSIST IN WATER SYSTEJvl IDENTIFICATION. ALL RECYCLED WATER VALVES, OUTLETS AND SPRINKLER HEADS SHOULD BE OF A TYPE THAT CAN ONLY BE OPERATED BY DESIGNATED PERSONNEL. ONLY QUICK COUPLERS THAT DIFFERFROJvl THOSE USED ON THE POTABLE WATER SYSTEM SHALL BE USED ON THE PORTIONS OF THE RECYCLED WATER PIPING SYSTEM IN AREAS SUBJECT TO PUBLIC ACCESS. THE RECYCLED WATER PIPING SYSTEJv1 SHALL NOT INCLUDE ANY HOSE BIBS. THE USE OR INSTALLATION OF HOSE BIBS ON ANY ON-SITE \YATER SYSTEM THAT PRESENTLY OPERATES OR IS DESIGNED TO OPERATE WITH RECYCLED WATER, REGARDLESS OF THE HOSE BIB STYLE, CONSTRUCTION OR IDENTIFICATION IS STRICTLY PROHIBITED. NO PHYSICAL CONNECTION SHALL BE MADE OR ALLOWED TO EXIST BETWEEN A.t'-!Y RECYCLED WATER SYSTEM AND ANY SEPARATE SYSTEJvf CONVEYING POTABLE WATER. THE USE OF RECYCLED WATER SHALL AT NO TIME CREATE ODORS, SLIME, DEPOSITS, BECOME A PUB! JC OR PRIVATE NUISANCE OR CREATE A TRESPASS OF ANY KIND. 10. THE USE AREA SHALL BE 11AINTAINED TO PREVENT THE BREEDING OF FLIES, :MOSQUITOES, OR OTHER VECTORS. 11. RECLAil\1ED \YATER FACILITIES SHALL BE OPERATED IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES (BMP'S) TO PREVENT DIRECT HUMAN CONSUMPTION OF RECLAIMED WATER AND TO MINil\1IZE MISTING, PONDING, AND RUNOFF. BMP'S SHALL BE IMPLEMENTED THAT \YILL WNIMIZE BOTH PUBLIC CONTACT AND DISCHARGE ONTO AREAS NOT UNDER CUSTOMER CONTROL. 12. CUSTOJvlERS SHALL ENSURE THAT ALL RECYCLED \YATER FACILITIES ARE MAINTAINED, OPERATED AND REPAIRED AT ALL TIMES IN MANNER THAT DOES NOT CAUSE ILLNESS OR INJURY TO ANY PERSON AND IN A MANNER THAT DOES NOT CAUSE DAJv!AGE OR INillRY TO THE REAL OR PERSONAL PROPERTY OF AN PERSON OR ENTITY, INCLUDING THE DISTRICT. 13. ENSURE THE ENTIRE SYSTEM IS DESIGNED TO OPERATE ONLY DURING PERIODS OF l\1INIMAL PUBLIC USE. 14. EACH BUILDING SHALL HA VE A FUNCTIONAL ISOLATION VAL VE ON THE DOl\1ESTIC WATER SYSTEl\1 THAT TS LOCATED ABOVE GRADE LOCATED IMMEDIATELY BEFORE WATER ENTERS THE BUILDING. 15. EACH BUILDING SHALL HA VE THE WATER PRESSURE REGULATOR INSTALLED AFTER THE BUILDING'S ISOLATION VAL VE ON THE DOl\1ESTIC WATER SYSTEM. 16. COMMON TRENCHING OF POTABLE AND RECYCLED PIPING IS NOT PERMITTED. 17. POTABLE HOSE BIBS SHA.LL HA VE A HOSE BIB V ACUU1-.1 BREAKER. 18. CONTROL VALVES SHALL HAVE STATION ID TAGS . 19. CONTROL VALVE BOX LIDS SHALL HAVE STATION IDS 1Jv1PRINTEDON THE TOP OF THE LID. OPERATIONAL REQUIREMENTS WATER USER SHALL OPERATE, MAINTAIN AND CONTROL ALL ON-SITE RECYCLED WATER FACILITIES IN ACCORDANCE WITH TI-IE REQUIREl\1ENTS ESTABLISHED BY DISTRICT, FEDERAL, STATE, AND LOCAL REGULATORY AGENCIES. IT SHALL BE THE SOLE RESPONSIBILITY OF THE RECYCLED WATER USER. I. DESIGNATE A RECYCLED \VATER SUPERVISOR ¥/HO IS RESPONSIBLE FOR TI-IE RECYCLED WATER SYSTEM AT EACH USE AREA UNDER TIIE USER'S CONTROL. SPECIFIC RESPONSIBILITIES OF THE RECYCLED \YATER SUPERVISOR INCLUDE: THE PROPER INSTALLATION, OPERATION, AND MAINTENANCE OF THE IRRIGATION SYSTEM; COMPLIANCE OF THE PROJECT WITH THE RECYCLED WATER AGENCY'S RULES AND REGULATIONS, PREVENTION OF POTENTIAL HAZARDS, AND PRESERVATION OF THE RECYCLED WATER DISTRIBUTION SYSTEM PLANS IN "AS BUILT" FORM. DESIGNATED RECYCLED WATER SUPERVISORS SHALL OBTAIN INSTRUCTION IN TI-IE USE OF RECYCLED WATER FROM AN INSTITUTION APPROVED BY THE STATE DDW AND COUNTY DEHQ. 2. NOTIFY THE DISTRICT OF ANY CHA.t'l"GES TO THE RECYCLED WATER SUPERVISOR \VITIDN A TIMELY MANOR 3. MAINTAIN A COPY OF THE RECYCLED WATER RULES AND REGULATIONS, IRRIGATION SYSTEM LAYOUT MAP, AND A RECYCLED WATER SYSTEJv1 OPERATIONS MANUAL AT TI-IE USE AREA. THESE DOCUMENTS SHALL BE AVAILABLE TO OPERATING PERSONNEL AT ALL TIMES. 4. ENSURE THAT ALL ON-SITE OPERATIONS PERSONNEL ARE TRAINED AND FA11ILIARIZED WITH THE USE OF RECYCLED WATER. 5. FUR1\1SH OPERATIONS PERSONNEL WITH MAINTENANCE INSTRUCTIONS, IRRIGATION SCHEDULES, CONTROLLER CHARTS, AND RECORD DRAWINGS TO ENSURE PROPER OPERATION IN ACCORDANCE WITH THE ON-SITE FACILITIES DESIGN, THE AGREEl\1ENT, AND ORDINANCES. 6. THE RECYCLED WATER USER SIL~LL PROVIDE WRITTEN NOTIFICATION, IN A TIJv1EL Y l\1ANNER, TO TI-IE DIS TRI CT OF ANY MAI'ERIAL CHANGE OR PROPOSED CHA.NOE IN THE CHARACTER OF THE USE OF RECYCLED WATER. 7. ENSURE THAT THE DESIGN AND OPERATION OF WATER USER'S RECYCLED \VATER FACILlTfES REMAIN IN COMPLIANCE WITH ALL THE TERJv1S OF THE RECYCLED \VATER AGREEl\1ENT. 8. NOTIFY THE DISTRICT IMl\1EDIATELY OF ANY AND ALL FAILURES INTI-IE SYSTEM RESULTING IN AN UNAUTHORIZED DISCHARGE OR CONTAMINATION OF A POTABLE WATER SYSTEM DUE TO A CROSS-CONNECTION ON THE PREJ\1ISES, WATER USER COMPLAINTS CONCERNING RECYCLED WATER USE THAT MAY INVOLVE PUBLIC Jl,I ,NESS SHALL BE REPORTED TO TI-IE STATEDDW, THE COUNTYDEI-I, AND TO THE DISTRICT WHO SHALL l\1AINTAIN A LOG OF ALL WATER USER COMPLAINTS REGARDING RECYCLED WATER. 9. PROTECT ALL POTABLE DRINKING \VATER FOUNTAINS AND EA TING FACILITIES FROJ\,1 SPRAY OF RECYCLED \YATER. 10. ENSURE THAT THE RECYCLED FACILITIES ARE OPERATED AT AT ,J. TIMES IN FULL COMPLIANCE WITH ALL FEDERAL, STATE, LOCAL, DISTRICT, THE AGREEMENT, AND ORDINANCES. CROSS CONNECTION TESTING COl\1MON RECYCLED WATER BACKFLOW PREVENTER SCENARIO: 27. RESIDENTIAL USE-AREA, ALL HOA CONTROLLED, MASTER METER, WITH BP (LANDSCAPING) NOT DUAL PLUJ\IBED (PER "ThDIVIDUAL RESIDENCE" DEFINITION) CROSS-CONNECTION TEST lv!ETHOD: 2010 SD LPA l\1ANUAL CROSS-CONNECTION TEST METHOD I CROSS-CONNECTION TEST FREQUENCY: I. NON-DUAL-PLUMBED (DUAL SOURCED) USE -AREAS FOLLOW TITLE 22, SECTION 60310(H). A. INITIAL VISUAL INSPECTION PRIOR TO SYSTEM OPERATION. B. VISUAL INSPECTIONS ANNUALLY. C. INITIAL CROSS-CON1'tCTION TEST PRIOR TO SYSTEM OPERATION. D. CROSS-CONNECTION TESTS EVERY FOUR YEARS. '-'"-'/.US p•, ~"' , r. '-1. '-,~ ~ V, OLIVENHAIN MUNICIPAL WATER DISTRICT ~ ~ . ~ , . ""'',: n~:.:.;i, ...._, ON-SITE RECYCLED WATER IRRIGATION SYSTEM REVIEW C: \DRAWING FILES\TITLE SHEETS\RECYCLED WATER TITLE SHEET.DWG 7/20/2019 ''.,,\. 4-17-24 -~ :f/J' DATE f\)~ Of Ci.~\\ Expiration Date: 09.10-2024 BY: _____ _ DATE: ____ _ Sean P. Peterson, CrossAconnection Control Specialist NOTE: SIGNATURE EXPIRES 1 YEAR AFTER DATE. DEHQ RECYCLED WATER STANDARD PLAN NOTES: I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH OLIVENHAIN MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT \VITH RECYCLED WATER SPRAY, 111ST, OR RUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO EUJvUNATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUNOFF, OVERSPRA Y AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BET\VEEN RECYCLED \YATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTIONS OF PIPE \1ATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF OLIVENHAIN MUNICIPAL \VATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER OLIVENHAIN MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.Jv1. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SIIALL BE UNDER TIIE SlTPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION \VITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 PM. Al\D 6:00 A.IV!. 9. BURIAL OF ALL WIRING AND PIPING SHALL l\1EET OLIVENHAIN MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLO\YN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. II. IRRIGATION HEADS SHALL BE RELOCATED OR ADillSTED TO MINil\1IZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED LTSE AREAS. 12. RECYCLED \YATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER OLivtNHAIN JvIUNICIPAL DISTRICT RULES AND REGULATIONS. 13. 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 HEALTH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH TI-IE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID \YITH WARNING TAPE Al\TI STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER OLIVENHAIN JvIUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEJvlS (POST-Jv!ETER), POTABLE WATER, CONSTA.t'II' PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BF PT.ACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. l\1EASUREJ\1ENTS SIL~LL BE BETWEEN FACING SURF ACES, NOT PIPE CENTER LINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE \VATER LINES AND MAINTAIN AT LEAST T\VELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELO\V A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED \YITHTN AN APPROVED PROTECTIVE SLEEVE AS PER OLIVENHAIN JvIUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 18. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY OLIVENHAIN MUN ICIPAL \V ATER DJ STRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER. 19. THE REQUIRED CROSS-CONNECTION CONTROL SHUTDO\VN TEST SHALL BE JvIONITORED BY EITHER THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH AND QUALITY OR THE STATE HEALTH DEPARTMENT. 20. THE DESIGN ANTI LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGKS SHALL BE CALLED OUT ON THE PLANS. 21. \YHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SIIALL BE DESIGNATED IN WRITING . THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLU11BING SYSTEMS WITIDN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO OLIVENHAIN JvIUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEP ARTl\1ENT OF ENVIRONl\1ENTAL HEAL TH AND QUALITY. IN CASE OF EMERGENCY CONTACT BRANDON LITTLEJOHN AT 951-235-0892 NAME PI-IONE NUMBER OR AFTER HOURS CONTACT BRA.. 'l"DO:-f LITTLEJOHN AT 951-235-0892 NAl\1E PHONE NUMBER 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY \YATER 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 AND/OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFOR11ED THAT RECYCLED \YATER IS l\1EANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE IDGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMI:-fATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BET\YEEN ADJACENT AREAS IRRIGATED WITII RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MO\V STRIPS OR OTHER APPROVED METHODS. 26. THERE SHALL BE NO DIRECT (P IPE-TO-PIPE) DRAINAGE OF RECYCLED WATER INTO THE STORM DRAINS. 27. ABSOLUTELY Jv1INIMIZE BY BEST Jv!ANAGEJvlENT PRACTICES RECYCLED WATER RUNOFF TO STORM DRAINS. 28. DESIGN OF BROW DITCHES AND CATCH BASINS SHALL ABSOLUTELY MINIMIZE RECYCLED WATER RUNOFF INTO STORM DRAINS . 29. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. TAGS Sll~LL BE \VEATIIERPROOF PLASTIC 3" X 4", PURPLE IN COLOR, \VITH \YORDS "\VARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA JMPURA -NO TOMAR" ON THE OTHER SIDE. 1Jv1PRINTING SHALL BE PERMANENT AND BLACK IN COLOR. 30. ONE TAG SHALL BE ATTACHED TO EACH VAL VE AS FOLLOWS: ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE WRAP; OR ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE WRAP. S J R landscap~ architac11,.-c land pianr.in1; 7859 Sltio Coco Carlsbad Ca 92009 TEL 9491H 6500 1 PAX 949 276 6505 APPROVED FOR IRR IGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO DEPARTMENT OF EN'v1RONMENTAL HEAL lli LAND AND WATER QUALITY Dl'v1SION JENNA LEPORE DATE EN'v1RONMENTAL HEALTH SPECIALIST "AS BUILT" ) TITLE DATE REVIEWED BY: INSPECTOR DATE le c- -' 'o '" i;i OLIVENHAIN MUNICIPAL WATER DISTRICT ;! CITY OF CARLSBAD SHEET 17 PLANNING DIVISION I< 1--------+--+----------------+------+--+----+----, PRIVATE (ON SITE) RECYCLED 1--------+--+----------------+------+--+----+----, WATER SYSTEM FOR: DEVELOPERS NAME: WOODSIDE 05S LP LA COSTA TOWN SQUARE PARCEL 3 ADDRESS: 1250 CORONA POINTE COURT SUITE 500 IRRIGATION RECYCLED WATER NOTES c- CORONA CA 928'79 t-A"""P.,,.PR"""o"""v""'E""D-~--,---1/--0--~-c-----C,,-/L_</_/bf----il~ TELEPHONE: (760) 535-2333 1---+--+---------------+----+--+----t------jPLANNING V DATE -' t:-::-:'.::-:--:::,--------,------,--------i~ 1-------------------t---::-:--=-t-::-:=-+-----------------t-::-:-::::--l-::-::,:::-:-:---t-:-:-::::-1c-::-:::=---I DRWN BY: KC/H PROJECT NO. DRAWING NO. ,~ DATE PLAN PREPARED: JANUARY 26 2023 DATE INITIAL REVISION DESCRIPTION I---D_ATE_~INI_TIA_L-+-_DA_TE_~I_NI_TIA_L-t,,=c-=----H---tLPC-2022-0030 536-1 L ,, BY: SJA INC. ENGINEER OF WORK OlliER APPROVAL CITY APPROVAL CHCKD BY: RJ/ML AMEND 20170-0012 I' SHl:.E I .1.LOr ..3Q.SHEETS I D T I I • '/J.. ' J CUSTOMER RESPONSIBLE FOR MAINTEN.ANCE TYP JD t--""-----i] I-----\ 3 DIRECTION OF FLOW I 8" INSTALL\ TION PER NOTES: OMWD STD SPEC -SEE NOTE 5 I. NOO!JTLETS WILL BE ALLOWED IN THE PlPING BETWEENTHE METER AND BACKFLdW PREVENTER llACK!'LOW PREVENTER SHALL .BE nm SAME SIZE !\S THF,METER AND l'li'ING TO THE ASSEMBLY. A PRESSUREREGULAl'OR MAY BE INSTALLED BETWEEN THE METER AND BACKFLOW PREVENn,R. CUS'[OMER IS RESPONSlBLE FOR MAINTENANCE FROM THE METER. 2 BRAS$ l'IPE WITH Tl,READED ffMlNGS HAVING THE SAME CONFIGURATION MAY llE USED IN LIE.ll Or THE COPPER WATER TUBE. 1. l'ROVllic~,UARD POSTS AND/OR ENCLOSURE WHEN DIRECTED BY THE DISTRICT'S REPRESENTATIVE 4. (lMW!J .\1AfNTllNANCE RESPONSJlllLlTY STOPS AT TH.E METER. 5. NO OTHER PIPING OR tJJIUT,lES ARE.ALLOWtlJ wt rHrN BACKFLOW PREVENT£R I'JSTALLATl◊N AREA. ITEM DESCRIPTION I 3/4" THRU 2" REDUCED P.RESSURE BACKF.LOW PREVENTER ASSEMBLY 2 COPPER ADAPTER, COPPER SOLDER JOINT>' MALE ll'T J COPPER WATER TUBE. TYPE K. HARD 4 COPPER 90' ELBOW 'l,1TH COPPER SOLDER JOINTS 5 COPPER UNION WITH COPPER SOLDER JOlNTS 6 COPPER. ADAPTER. MALE SOLDER x MALEJP'f 1 REDUCED PRESSURE BACKFLOWPREVENTER WITH BALL VALv1,S 8 18" WtDE x 4" THICK CONCRETE PAD, LENGTH VAR!ES PER SIZE 9 CONCRETE ANCHOR BLOCK WITH I CUBIC FOOT Sl'EC/DWG 15210 f 5220 15220 [5220 ISi 12 15112 t5J l2 OLIVENHAIN MUNICIPAL WATER DISTRICT REDUCED PRESSURE BACKFLOW PREVENTER ASSY FOR SIZES 3/4-INCH IHRU 2-INCH. STDDWGNO. C-2 .1 FEBRUA~Y 2017 BACKFLOW PREVENTER ASSEMBLY RECYCLED WATER TEST STATION STANDARD DRAWING FROM RECYCLED WATERAIAIN - r ' , 9 ·I II- - I NOTE: FAClUTlES DOWNSTREAM OF THE DISTRICT MET.ER SHALL BE PLACED IN SEPAR/\TE. lRl"llGr\TION VAL VE BOJO,S -COLORED PURPLE AND HEAT BRANDED (CV, PR, rs. MV , FS) TO DOW!<STREAM FACILITIES I METER OMWDB,;LL VALVE FlLTER I_J CHE(K L PRESSURE L ;!ASTER,--rww s,NSOR -j 1tsTSTATION I I I VALVEI RHmL-ITORI v1wr •• • .._ __ ........ POC SEQUENCE LTEM DESCRIPTION BALL VALVE SAME SIZE AS METER 2; LINE SIZE x 112" f l'T !or li4" ["['l'ITEE 3 90 DEORPE SWING~JOINT ELBOW (1.·fARLEXl MPT x FPT 4 2" THR£ADED RISER 5 BALL VALVE SAME sr:rn AS !\ISER MUST BE HLLE[) WITH 3/&" ROCK, (4"-6" DEEP) SPEC/DWG ·6 REDUCINGBUSHlNG MPT x l/4" FPT 1----~~-+--~~~~-'cc--=c-=c~~~====---------~-~--~--------------, 7 114" f LAREx l/4" MlP BRASS ADAPTER F!TTll\'G ~ JUMBO VALVE BOX WITH LID -COLORED WRPLE AND HEAT BRANDED TS 9 CLASS 200 PIPE . MUST BE SAME SIZE AS METER OLIVENHAIN MUNICIPAL WATER DISTRICT TEST ST A TTON I" &2" RECYCLED WATERJRRIGATION TEST STATION INSTALLATION STDDWGNO. 8-.1.6 OCTOBER 202 1 DRAFT C: \DRAWING FILES\ TITLE SHEETS\RECYCLED WATER TITLE SHEET.DWG 7/20/2019 SECTION -A -r(D , ~ Wh?/2Z/VZ221//2V/21/~,z: .~ ~ EXTEND I EXTEND I0'MIN. l0'MIN . LEGEND r:INJSH SURF ACE/ Fll\'ISH GRADE POTABLE WATERLINE 3" WIDE l\1ETALLIC MARKER TAPE RECYCLED WATER PRESSl;RE MAINLINE AND SLEEVE NOTES: A. SEPARATION BETWEEN POTABLE AND RECYCLED MA.rN LrNE SHALL :MCET THE LATEST REQUIREl\1ENTS OF DEH GUIDA:-JCE CRITERIA FOR THE SEPARATION OF WATER lvL-\INS AND NON-POTABLE PIPELINES. B. Hili MINIMUM CLEARANCE BETWEEN POTABLE AND RECYCLED PIPELINE IS 12". SLEEVING IS REQUIRED FOR SEPARATIO:-J LESS THAN 12". C. SLEBVrNG SHALL EXTEND TEN (10) FEET EACH SIDE .FROM THE CENTERLINE OF THE POTABLE LIKE, FOR TOTAL LENGTII OF TWENTY (20) FEET. THE SLEEVE SHALL BB PURPLE PVC CL 200 AND 2 TI!v1ES THE DIAMETER OF THE RECYCI ,ED MAJNLINE. D. ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE PVC AND LABELED PER CITY OF CARLSBAD POTABLE AND RECYCLED WATER STANDARDS, LATEST EDITJO'-1 ANT) THE RECLAIMED WATER NOTES. C POTABLE I RECYCLED WATER CROSSING I" IN TURF AREAS V3" IN PLANTING AREAS J ' G H \__-,..----II ' rs-Ji!l_1mlhf ~ - 00 - NOTE: -111=11: =111=. '1--1' ,, 11: ~r I v-s A. USE TEFLON TAPE FOR THREADED CONNECTIONS. PRESSURE REGULATOR 00 '"" I all 1e-- ISOLATION VAL VE s E. 9/30124 Expiration Date: (1"'-,V-:..'(J1a 9 10 9 6 LEGEND CD 0 0 © 0 0 G) CD ® @ @ PURPLE ROUND PLASTIC VAL VF BOX . CONTRACTOR SHALL HEAT-STAMP PURPLE LID WITH "PR". INSTALL 6" VAL VE BOX EXTENSION AS REQUIRED FINISH GRADE FILTERI'ADRIC PVC SCH 80 UNTOK PVC SCH 80 CLOSE NIPPLE PRESSURE REGULATOR PVC SCH 40 J\1ALE ADAPTER PURPLE PVC PRESSURE SUPPLY LINE COMMON BRICKS (3 TOTAL) 10" PVC SCH 40 PIPE EXTENSION 3/4" \VASHED CRUSHED AGGREGATE BASE RECYCLED WATER VALVE LD. TAGS. STANDARD WITH "PR" IMPRINT LEGEND CD 0 0 0 0 0 G) CD ® @) PURPLE ROUND PLASTIC VAL VE BOX - CONTRACTOR SHALL HEAT-STAMP PURPLE LID WITH "B V'' FOR BALL VAL VE, "GV"FORGATEVALVE FINISH GRADE FILTER FABRIC 10" PVC SCH 40 PIPE EXTENSION COMMOKBRICKS (2 TOTAL) 3/4'' WASHED CRUSHED AGGREGATE BASE ISOLA IION VAL VE (LDIB SIZE) PVC SCH 40 l\1ALE ADAPTER PURPLE PVC PRESSURE SUPPLY LINE RECYCLED WATER VAL VELD. TAGS. STANDARD W1TH "BV" / ''GV" IMPRINT KOTES: A PLACE AGGREGATE PRIOR TO INSTALL'\ TION OF VAL VE BOX. B. USE TEFLON TAPE FOR THREADED COJ\NECTIONS. OLIVENHAIN MUNICIPAL WATER DISTRICT ON-SITE RECYCLED WATER IRRIGATION SYSTEM REVIEW BY: ______ _ DATE: _____ _ Sean P. Peterson, Cross-connection Control Specialist NOTE: SIGNATURE EXPIRES 1 YEAR AFTER DATE B F RECYCLED WATER POINT ()f C(JNNECTION STANf)A:RD DRAWING I OMWDJ!ALLI VALVE -• nRA "i'fDUT.l (C::Y, FR, TS, MV, FR) I -CHECK] V~VE_, POC SEQUENCE METER INSTAlaATlOK]JOTES· l . REFER TO SEC1ION I 5Q81 OF THE OMWP STANDAJW SPFi;rHCATJONS. 2. SET TOP-0F "'/AVLE BOX F LUSH \•\.'lTH SlITE\VAL K, C IJR°H t-.lR FThlSHED GRADE 3. lKSTALL WARc'JJNGilDENTIF;CAI10ol TAPE ASSBOWN 01'' F-21. 4 MATERIALS SHALL B[SELEC\'ED FROM TBEAPPROVEIJ I\AATE!~JAL~ Ll.~·.1· ITBM DESCRIPTI~"-~O~N ____ ~-----·--+--=SP=Eca@WG 1 dK1w0 l\·:IE'i'ER ASSEMBLY r'EiEF~TT&l3-i1 t---cc2---,i---;CiMWDBALL VALVE ==~=~~~~------------t----_ -------J 3 CLASS :icorll']f:Til,ST BE SA.1v!E SlZE AS METER 4 CLASS.200 UN!(U{Js..)!~noNAL -HOT,REQl.11.c.RE""'~D°',--- 5 CHECK VALVE ----• 6 PI\ESS,URE REGULATOR -,-rusT BE SAiv.lE S[ZE ASMJ,TER (OPTIONAL -'!OT REQ[I[RE[}) 1 TE:'!I PONT STATION. QUARTER TURN BALL VAL VE \'\UH 1/4" TEST COCK PORT - D/S B-1.6 8 METER.BCD{ \-Vl'fHUD IOl1x201' OR 1·711xJC1' 11 :rlllv!BO VAL VE BOX \'\UH LID -COLORED PURPLE AND HEAT BRA'Il:5EDT-s"---+---_---· MV Ml,STER VAL VB -MUST BE CONNECTED rwmmx, JO CONTROLLER FS, FLOW SENSOR -.MUST BE C0);1'!ECTED (WIRED) TO CONTROLLER .F ..b11'.l::ill.:. (OPTlO}fAL ~ NOT REOl!IREDl OLIVENHAIN MUNICIPAL WATER DISTRICT 1" & 2" RECYCLED WATER IRRIGATION METER AND POC SEQUENCE lN$TALLATION STDDWGNO. B-1.5 OCTOBER 202'1 DRAFT POINT OF CONNECTION SEQUENCE Ill M I I§ , Ff.Ll NOTE: A. USE TEFLON TAPE FOR THREADED CONNECTIOKS. CHECK .. VAL VE 8 9 10 LEGEND CD 0 0 © 0 0 G) 0 ® @ @ PURPLE ROU"JD PLASTIC VAL VE BOX· CONTRACTOR SHALL HEAT-STAMP PURPLE LID WITH "CV". INSTALL 6" VALVE BOX EXTENSION AS REQUIRED FINISII GRADE FILTER FABRIC PVC SCH 80 UNION PVC SCH 80 CLOSE NTPPLE / FLANGE FTTTTNG ( AS REQl:IRED) CHECK VALVE PVC SCH 40 lvL-\LE ADAPTER PURPLE PVC PRESSURE SUPPLY LINE COMMON BRICKS (3 TOTAL) IO" PVC SCH 40 PIPE EXTEKSION 314" WASHED CRl;SHED AGGREGATE BASE RECYCLED WATER VALVE LD. TAGS. STANDARD WITH "CV" IMPRINT A E ,, ,, I LEGEND CD 0 0 © 0 SIDEWALK CURB METER BOX \\'ITII METER POTABLE SERVICE LINE RECYCLED WATER IRRIGATION MAINLINE SERVICE 24" , ~-----10-- < NOTE: &"' ',~/✓---:::------',,, IO'MIN.TO (a POTABLE µ -~ NL-\INLINE -l IN STREET _ VERllCAL CLEARANCE OF 12" MIN. IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATERLINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAl'lLDIB 24" FROM FACE OF SIDEWALK WILL PROVIDE TIIE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. POTABLE SERVICE LINE CROSSING 00 - ,I[ I-• -" ~ YFLOW ... ·I I I l\OTE: -,. A. USE TEFLON TAPE FOR THREADED CONNECTIONS. "Y1' TYPE STRAINER S J R fl.i.~d.H'llfJe arl·h,'(el'lvre I ur. cl p ! u" ri i tl:S 7859 Sitio Coco Carlsbad Ca 92009 !'EL 949 276 6500 I FAX 949 1 76 6505 www .sia,'•1c.c<1m 3 10 LEGEND CD 0 0 0 0 0 G) CD ® @ @ PURPLE ROUND PLASTIC VAL VE BOX • CONTRACTOR SHALL HEAT-STAMP PURPI ,EI JD WTTH "YS". TKSTALL 6" VAL VE BOX EXTENSION AS REQUIRED f!NISH GRADE FILTER FABRIC PVC SCI-I 80 UNION PVC SCH 80 CLOSE l\.lPPLE "Y" TYPE STRAI"JER PVC SCH 40 MALE ADAPTER PURPLE PVC PRESSURE SCPPLY LTNE COMMON BRICKS (3 TOTAL) 10" PVC sen 40 PIPE EXTENSION 3/4" WASHED CRUSHED AGGREGATE BASE RECYCLED WATER VALVELD. TAGS. STANDARD \VITH "YS" IMPRINT APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION JENNA LEPORE ENVIRONMENTAL HEALTH SPECIALIST "AS BU IL T" TITLE REVIEWED BY: INSPECTOR DATE DATE DATE -' ll.l "' ------1------------------------1"' OLIVENHAIN MUNICIPAL WATER DISTRICT it SHEET CITY OF CARLSBAD 18 PLANNING DIVISION 1i J----+---1------------------+---+---t----t-----t-----------------------1::, 1-----+--+---------------+---+--t-----,--------J PRIVATE (ONSITE) RECYCLED t------,r-----t----------------+----t---i---,----i WATER SYSTEM FOR: LA COSTA TOWN SQUARE PARCEL 3 ,: '" Cl I~ DEVELOPERS NAME: WOODSIDE O5S, LP ADDRESS: 1250 CORONA POINTE COURT, SUITE 500 ,--,--i------------------,--,--,--1-f-------..!l!:SJRR!:SJl~G~AJJTl~O:!::!N_D~Es_Tc,'.A~IL~S~--------lic CORONA. CA 92879 APPROVED~ IJ-{<:J ~--r&/vf/14 ,~ TELEPHONE: (760) 535-2333 1---t---+----------------t----t---t----t-----1 PLANNING 7 DA TE _ t---------------------+--=c=-+=:-::-;-+------------------t---;:-;=--t-::-::::::-::-;-+-::-:c::;:--t-:;-;;:::;'.:77t:Dc=R:::WN-:--=:BY::-:---K-C_/_H_H __ ,-p_R_O_J_E_C_T_N_O_.-,-_D_R_A_W_IN_G_N_Q __ -is>11 DATE PLAN PREPARED: JANUARY 26 2023 DATE INITIAL ...._o_ATE_~1N_rn_A_L __ o_AJE_~1N_1T_1A_L_,_~~-------LPC-2022-0030 536-1 L ~ BY: SJA INC. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY: RJ/ML AMEND 20170-0012 " SHEET ll\.OF ~SHEETS B D G ' · I J \ r 5X PIPE _a--U.lil· ! I-1- 'A --!.1 , / I 'i i 9 10 I I LEGEND CD 0 PURPLE ROUND PLASTIC VALVE BOX - CONTRACTOR SHALL HEAT-STAMP PURPLE LID WITH "FS". INST ALL 6" VALVE BOX EXTEJ\SION AS RFQ1JTRED FINISH GRADE RECYCLED WATER VAL VELD. TAGS. STAND A RD WTTH "FS" IMPRINT MANUFACTURER APPROVE WATERPROOI' WIRE CONNECTORS FLOW SENSOR FLOW SENSOR CABLE PURPLE PVC PRESSURE SUPPLY LINE PVC SCH 80 REDUCER BUSHING FITTING (FOR FLOW SENSOR(S) SMALLER THAN LINE SIZE) COMMON BRICKS (3 TOTAT .) WIRE CONDUIT (WITH SV.'EEP) TO CONTROLLER SEAL VOID SPACE AT CONDUIT ENDS W !TH AEROSOL FOAM SEALANT INSTALL AT 60° TO 90° ANGLE NOTES: A. INSTALL FLOW SENSOR A MINLVfUM OF 24" FROM ALL STRUCTURES AND/ OR HARDSCAPE. B. INSTALL FLOW SENSOR IN PLANTER AREA WHERE FEASIBLE. C. LOCATE VALVE BOXES AT RIGHT ANGLES TO ALL STRUCTURES AND/ OR HARDSCAPF. D. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. LEGEND CD G) G) 0 CD © G) 0 0 @) PURPLE RECTANGULAR PLASTIC JUMBO VALVE BOX -CONTRACTOR SHALL HEAT-ST Al\1P PURPLE LID ViJTH "MV''. INSTALL 6" VAL VE BOX EXTENSION AS REQUIRED FINISH GRADE FILTER FABRIC MASTER VALVE PVC SCH 80 CLOSE NIPPLE PVC SCH 80 NIPPLE (2" LONG) PVC SCH 80 L~ION PVC SCH 80 J\,fALE ADAPTER PURPLE PVC PRESSUKE SUPPLY LTh-:E COMMON BRICKS ( 4 TOTAL, 1 AT EACH CORKER) J 14" MESH GALVANIZED SCREEN WIRE CONDUIT (WITH SWEEP) TO CONTROLLER SFAL VOID SPACE AT CONDUIT ENDS WITH AEROSOL rOAM SEALANT CONTROL WIRE WITH 24" MlN. COILED EXPANSION LOOP WA TERPROOF WIRE CONNECTORS RECYCLED WATER VALVEJ.D. TAGS. STANDARD WTTH "MV" IMPRI:-!T NOTES: A. INSTALL l\1A.STER VALVE A JVIJNIMUM OF 24" FROM ALL STRUCTURES A:-!D / OR R/\RDSCAPE. B. INSTALL MASTER VAL YE IN PLANTER AREA WHERE FEASIBLE. C. LOCATE VAL VE BOXES AT RIGHT ANGLES TO ALL STRUCTURES AND/ OR HARDSCAPE. D. PLACE AGGREGATE PRIOR TO INSTALLATION OF VAL VE BOX. E. USE TEI'LON TAPE FOR THREADED CON:-!ECTIONS. ,_DIA. MJN. ,. . !OX PIPE DIA. Mil\. 10" MIN. DEPTH 3/4" WASHED CRUSHED AGGREGATE BASE SECTION A-A @ @ 3" MLN. DEPTH 3/4" WASHED CRUSHED AGGREGATE , 7 FLOW SENSOR 00 -·I 'I XP'i., ~ ®-@- DRIP CONTROL ZONE KIT Ila " . 7 8 @ FILTER FABRIC LEGEND G) 0 CD © (j) © WA TERP ROOF WIRE CONNECTOR RECYCLED WATER VALVEI.D. TAGS. STANDARD WITH VALVE LD. IMPRINT PURPLE RECTANGULAR PLASTIC JU!v!BO VAL VE BOX -CONTRACTOR SHALL HEAT-STAMP PURPLE LID W/ VALVE LD. FINISH GRADE DRIP REMOTE CONTROL VAL VE KIT PVC SCH 80 :V1ALE ADAPTER PURPLE l\ON-PRESSURE LATERAL LINE CO:V!MON BRICKS (4 TOTAL, 1 AT EACH CORNER) FTLTER FABRIC PURPLE PVC PRESSURE SUPPLY LINE PVC SCH 80 UNION (2 TOTAL) PVC SCH 80 CLOSE NIPPLE (3 TOTAL) PVC SCH 80 TEE (SLIP x SLIP x FIPT) 3" MIN. DEPTH 3/4" WASHED CRUSHED AGGREGATE PVC SCH 80 NTPPLE (2 TOTAL, LENGTH AS REQUIRED) 1/4" MESH GALVANIZED SCREE:-! PVC SCH 80 ELL (FIPT x FIPT) CONTROL WIRE WITH 24" MJN. COILED EXPANSIO:-1 LOOP NOTES: A. IJ\STALL REMOTE CONTROL VAL VE A MINIM UV! OF 24" FROM ALL AND RIGHT ANGLE TO STRUCTURES AND/ OR HARDS CAPE. B. INSTALL REMOTE CONTROL VAL VE IN PLANTER AREA WHERE FEASIBLE. C. LOCATE VAL VE BOXES AT RIGHT ANGLES TO ALL STRUCTURES AND/ OR HARDSCAPE. D. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. E. USE TEFLON TAPE FOR THREADED CONNECTIONS. f. INSTALLONEVALVEPERBOXONl.Y. A C MASTER VAL VE -~ l ' lfT r --~ ~ C, " @-I ®-- I 141----'> ~ @--,,,\ ._-y I ·® REMOTE CONTROL VAL VE LEGEND CD G) G) 0 0 © G) ® ® @ @ @ @ WATERPROOF \VTRE CONNECTOR PURPLE RECTANGULAR PLASTIC VAL VE BOX -CONTRACTOR SHALL HEAT-STAl\,1P PURPLE LID WITH VAL VELD. FINISH GRADE RECYCLED VAL V-:E I.D. TAGS. STANDARD WITH VAL VE LD. TMPRTNT REMOTE CONTROL VAL VE PURPLE NO'l"-PRESSURE LATERAL LINE CO:VIMON BRICKS ( 4 TOI AL, 1 AT EACH CORNER) FILTER FABRIC PURPLE PVC PRESSURE SUPPLY LINE PVC SCH 80 MALE ADAPTER PVC SCH 80 UNION (2 TOTAL) PVC SCH 80 CLOSE NIPPLE (3 TOTAL) PVC SCH 80 TEE (SLIP x SLIP x FIPT) PVC SCH 80 NIPPLE (LENGTH AS REQ'D) 3" MLN. DEPTH 3/4" \VASHED CRUSHF.O AGGREGATE 1/4" MESH GALVANIZED SCREEN PVC SCI! 80 ELL (FIPT x FIPT) CONTROL WIRE WITH 24" MlN. COILED EXPAJ\SION LOOP NOTES: A. INSTALL REMOTE CONTROL VALVE A JVIJNIMUlvf OF 24" FROM ALL AND RIGHT ANGLE TO STRUCTURES AND/ OR HARDSCAPE. B. INSTALL REMOTE CONTROL VAL VE IN PLANTER AREA WHERF FEASIBLE. C. LOCATE VALVE BOXES AT RIGHT ANGLES TO ALL STRUCTURES AND/ OR HARDSCAPb. D. PLACE AGGREGATE PRIOR TO INSTALLATION OF VAL VE BOX. E. CSE TEFLON TAPE FOR THREADED CONNECTIONS. F. INSTALL ONE VAL VE PER BOX ONLY. LEGEND LEGEND -@) NOTES: A. PT .ACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. B. USE TEFLO'l" TAPE FOR THREADED CONNECTIONS. CD G) 0 (j) © MAlNLINE AIR RELIEF VALVE PURPLE ROUND PLASTIC VAL VE BOX - CONTRACTOR SHALL HEAT-STA!v!P PURPLE LID WTTH "ARV" FINISH GRADE l\,!AINLINE COMBLNATJON ATR RELIEF VALVF FILTER FABRIC CO:VIMON BRICKS (2 TOTAL) PVC SCH 80 COUPLING I REDUCER BUSH!:,!G (2"x LINE SIZE) PURPLE PVC PRESSURE SUPPLY LINE PVC SCH 80 NIPPLE, LINE SIZE (LENGTH AS REQUIRED) PVC SCH 80 TEE (SLIP x SLIP x FIPT) 12" MIN. DEPTH 3/4" WASHED CRUSHED AGGREGATE BASE RECYCLED \VATER VALVE I.D. TAGS. STANDARD WITH "ARY" IMPRINT E '--, ' / L-r l>-l. IT 13 / I @--1 ®- NOTES: l,~--0 CD 0 0 0 0 © (j) © ® @) PURPLE ROUND PLASTIC VAL VE BOX FINISH GRADE QUICK COUPLING VAL VE NO. 4 REBAR (24" LONG) STAIJ\LESS STEEL SCREW AND CLAMP COMMON BRICKS (2 TOTAL) BRASS NIPPLE (LENGTH AS REQUIRED) PURPLE PVC PRESSURE SUPPLY LINE FILTER FABRIC 12" MIN. DEPTH 3/4" WASHED CRUSHED AGGREGATE DASE BRASS NIPPLE (6" I.ONG) BRA.SS STREET ELL (3 TOTAL) S J R lardscape c1rchiler:ture land plu,u,iug 7859 Sitio Coco Carlsbad Ca. 92009 TEL 949 275 6500 I f,\X 919 2:·.,; 6505 ,r1r11· s.Jai11c.cf.'.or APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION JENNA LEPORE ENVIRONMENTAL HEALTH SPECIALIST "AS BUILT" TITLE REVIEWED BY: INSPECTOR DATE DATE DATE A. PLACE AGGREGATE PRIOR TO J:,!STALLA TION OF VAL VE BOX. @ @ @ @ @ PVC SCH 80 TEE (SLIP x SLIP x FIPT) 1/4'' MESH GALVANlZED SCREEN OLIVENHAIN MUNICIPAL WATER DISTRICT I: B. CONTRACTOR SHALL HEAT-STAMP VAL VE BOX PURPLE LID WITH "QC" C. USE TEFLON TAPE FOR THREADED CONNECTIONS. QUICK COUPLER VALVE RW VALVE I.D. TAGS. STD W/ "QC" Il\,1PRINT SHEET CITY OF CARLSBAD 19 PLANNING Dl~SION 1-----l---l-----------------1----+---,I----+----, PRIVATE (ONSITE) RECYCLED 1-----l---l-----------------l-----+---,l----+----I WATER SYSTEM FOR: \,1-,,,\ll P?).,._ OLIVENHAIN MUNICIPAL DEVELOPERS NAME: WOODSIDE 05S. LP I'!-. I~ WATER DISTRICT ADDREss: 12so coRoNA POINTE couRr. suIrE soo r--+--t--------------t----t--1---t----i...-----_!.I~RRsJ.!IG~AQTlQIO!:!_N.JD!fEJ:!TA~IL:2s'--------It LA COSTA TOWN SQUARE PARCEL 3 "-' ·,_,,u, 2'." ;S ~ 1----------------------1 coRoNA cA 92s79 APPROVED~ Al~ I I e -rs' ;;r; ON-SITE RECYCLED WATER IRRIGATION SYSTEM REVIEW --"-'=="-"=-='--'-"---------~ 01...~ (,Z.</ z_,( ,._ ' "'""' ·-,,;, P=L-A~N~N~IN~Gc'""-,-,,=~~-=ir=~~---DA TE •~ 4~17-24 .:-;, TELEPHONE: (750) 535-2333 l---l---+----------------t----t---+---+-----11-----------.-!-------.--------I~ <}'-, ""' ~ DATE:______ DRWN BY: KC/HH PROJECT NO. DRAWING NO. 8 . or c~\.\\1o av-------DATE PLAN PREPARED: JANUARY 26. 2023 DATE INITIAL e--=-o:..:.Arc=E_j_-"1N-'-rnccA-"L+--=-0AccTE-=---'-"-1N'--'1T-'-1A.::.L-+:-:-=,..,,,.,-------~LPC-2022-0030 N Sean P. Peterson, Cross-connection Control Specialist REVISION DESCRIPTION CHCKD BY· 536-1 L BY: SJA INC. ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL ' RJ/ML AMEND 20170-0012 NOTE: SIGNATURE EXPIRES 1 YEAR AFTER DATE Expiration Date: 09-Jo.2024 SHl:.I:. l N OF _;fil_SHEETS C: \DRAWING FILES\ TITLE SHEETS\RECYCLED WATER TITLE SHEET.DWG 7/20/2019 C H J ------ 0 WARNING RECYCLED WATER DO NOT DRINK l'RONT 0 AV/SO AGUA IMPURA NO TOMAR BACK SAMPLE WAR.KING TAG. BACKGROUND PURPLE (P ANTO'-fE 512 WITII BLACK LETTERING) TTEM A ~ " WARNING TAPE WARNING LABEL RISER LABEL CHRTSTY'S PURPLE VAL VE ID TAG STAJ\TIARD WITH Ol\c SIDE VAL VE NUMBER AND BLANK ON THE OTHER SIDE PURPLE VALVE ID TAG l\1AXI WITII ONE SIDE ENGLISH AND SPAKISH ON THE OTHER STDE - 3"l\DPRW NON-DETECTABLE PURPLE WARNING TAPE LABELED "'CAUTION -RECLAIMED WATER BELOW". ATTACH TO ENTIRE lv!Ail\TJl\c LENGTH WITH PLASTIC TAPE EVERY 5 l'EET ID-4100 CONTROLLER DECAL "RECLAIMED" 3.5 MIL VINYL BASE (PURPLE) - ATTACH TO FACE OF CONTROLLER ENCLOSURE ID-5100 RECYCLED \VATER RTSER MARKER 3.5 MH. VINYL BASE (PURPLE) - ATTACH TO IRRIGATION RISERS AND EVERY 10 FEET ON ABOVE GRADE PIPE VALVE T.D. TAG AND LABELS \C _, "' N k'------{ 4 /I" IN TURF AREAS /-0 ,,f(. 3"INPLANTINGAREAS / r;\ // r-0 \ _ _,._ -------- ~ 3 7 4 ~:<"::-5 10 \ "-@ \ ''-0 FLUSH VALVE LEGEND 0 0 0 0 GALVANIZED (WATER DISTRICT APPROVED) STEEL SIGN 2'' GALVANIZED STEEL POST, U-CHANNEL OR BOX FINISH GRADE CONCRETE FOOTING, 520-C-2500 NOTES: A. SIGN TO HA VE NO SHARP EDGES. B. MOl JNT STGN TO POST WITH VAI\TIAL PROOF HARDWARE. LEGEND 0 0 0 0 0 G) CD 0 PURPLE RECTANGULAR PLASTlC VALVE BOX -CONTRACTOR SHALL HEAT-STA!v!P PURPLE LID WITI-1 "FV" FTNTSH GRADE FILTER FABRIC BLANK TUBING (18" T.ONG) COMMON BRICKS (4 TOTAL, I AT EACH CORNER) PVC SCH 40 l" x 3/4" TRLt UNION BALL VALVE lv!ALE x BARB ADAPTER 3" MIN. DEPTH 3/4" \VASHED CRUSHED AGGREGATE f!LER FABRIC @ PURPLE PVC SCH 40 DRIP MANIFOLD PIPE NOTE: A. INSTALLFLUSHVALVEATLOW POINTS IN DRIP ZONE. 13. USb TEFLON TAPE rOR THREADED CONNECTIONS. C: \DRAWING FILES\ TITLE SHEETS\RECYCLED WATER TITLE SHEET.DWG 7/20/2019 B G I . . . LEGEND EQUIPMENT GlJTDE 81 LEGEND 3 2 12 11 r.~v11,,;Y,; \ ./v RW , &)<I A ' :1/~ 7 l ·71' 12" k ' +-----F "''½ _, , J 5 %?',« RW -" »'.;1 •; J k ' . / ,' r, ,.J 6 /' ?J ,'. . ' V x' .-•~ ·$~ ~' NOTES: A. VAL VE BOXES SHALL BE LABELED BY HOT IRON BRANDING R. CONTROL VALVES SHALL BE INSTALLED TO ALLOW ORDERLY ARRANGEMENT OF VAL VE BOXES. C. LOCATE VAL VE ASSEMBLIES IN SHRUB OR GROUNDCOVER AREAS ONLY 24" FROM HARDSCAPE. ' PLANVJEW E. LOCATION OF VALVE ASSEMBLIES SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. F. SETVALVEBOXESATEQlJAL ELEVATIONS W/TOPSAT3" ABOVE FINISH GRADE IN SHRUB/ GROUNDCOVER AREAS. 0 0 0 0 CD G) D. CENTER VALVE BOXES OVER VALVE ASSE!vIBLY TO FAClUTATE ACCESS AND MAINTDNA'-fCE. G. VAL VE BOXES SHALL BE SET PARALLEL TO EA CH OTHER AND PERPENDICULAR TO EDGE OF AREA. VAL VE BOX IDENTIFICATION "' 3 ~ ~ _.,---,+ '------;-- + I FLOW ♦ '\ .. . '\ TEJI 1=1 I I-IF 1)11,,,11 ,,-,1 11,1:I LEGEND NOTES: ------;;;;;.;;;..;,;;;;...__________ A. SIZE AND TYPE OF THRUST BLOCK 0 CONCRFTF. THRUST BLOCK -POURED DEPENDS ON MA,'{!MUM PRESSURE, PIPE IN PLACE SIZE, SOIL TYPE AND FITTTNGS 0 0 0 PURPLE PRESSURE MA.INLINE AND FITTINGS PIPE TRENCH UNDISTURBED SUI3GRADE THRUST BLOCKS -1" IN TURF AREAS (·3" IN PLANTING AREAS ~=,il=II ''---c1I[=I 11 I' _, ,_ ·n B. CON l'RACTOR SHALL FOLLOW PIPE lv!ANUFACTURER'S RECOMJ\1ENDATIONS FOR SIZING OF TIIRUST BLOCKS. C. THECONTRACTORSHALLPLACE ADDITIONAL THRUST BLOCKS WHERE NECESSARY IO PROTECT FITTINGS FROM PRESSURE OR PLOW SURGE. LEGEND 0 0 0 0 0 G) 0 0 PURPLE ROUND PLASTIC VAL VE BOX - CONl'l{ACTOR SHALL HEAT-STAMP PURPLE LID WITH ''ARV" FINISH GRADE DRIP AIR/ VACUUM RELIEF VAL VE PVC SCH 40 FEMALE ADAPTER PVC SCH 80 RISER PURPLE PVC SCH 40 HEADER PIPE COJ\1MON BRICKS (2 TOTAL) PVC SCH 40 TEE FITTING 3" MIN. DEPTH 3/4" WASHED CR"CSHED AGGREGATE BASE FILTER FABRIC NOTES: A. !"\/STALL DRIP AIR/VACUUM RbLIEF VAL VE AT HIGH POIJ\TS IN DRIP ZONE. B. USE TEFLON TAPE FOR THREADED CONNECTIONS. DRIP AIR/ CAUUM RELIEF VAL VE OLIVENHAIN MUNICIPAL WATER DISTRICT P"CRPLE 10" DIA. ROUND VALVE BOX PURPLE NOM. 11" x 16" STANDARD RECTANGULAR VALVE BOX PURPLE NOM. 14" x 20" JLMBO RECTANGULAR VAL VE BOX EQUIPMENT DESIGN A TTON WATER SOL!{CE (DO!vIBSTIC I RECYCLED) CONTROLLER IDENTIFICATIOK AND VAL VE "\/UMBER EDGE OF AREA, CURB, WALK OR WALL H DO NOT DFFOR.v! OR COLLAPSE VAL VE BOX BY EXCESSIVE SOIL COMPACTION AROUND BOX. I. SEE ALSO INDIVIDUAL VAL VE INSTALLATIO"\/ DETAILS. NOTES: A. SLEEVES UNDER ROADS: DW RW C ARV AIRRELIBFVALVE DW RW C BS BASKET STRAINER DW RW C BV BALL VALVE DW RW C CCC COMML~ICATION SPLICES DW RW C FI FERTILIZER TNJECTOR DW RW C F'S FLOW SENSOR DW RW C FV FLUSIIVALVE DW RW C GR GROUNDING ROD DW RW C GV GAili VALVE DW RW C MV lv!ASTERVALVC DW RW C SS SOTL v!OTSTURE SENSOR DW RW C SB SPLICEBOX DW RW C RCV REMOTE CONTROL VALVE DW RW C QC QUICK CUCI'LlNG VAL VE CONT ACT LANDSCAPE ARCHITECT FOR INFO. ON /\ KY DFVTCF TN A BOX NOT LISTED. HARDSCAPE CLEAN BACKFILL -SEE SPECIFICATIOKS FOR MATERIALS, 90% COMP ACTION REQ"CIRED. PURPLE PRESSURE SUPPLY T.TNE SLEEVE -SIZE TWICE THE DIAMETER OF PRESSURE SUPPLY LINE SAND CONTROL WIRE SLEEVE -2" MIN., SIZE TWICE THE D!Al\1ETER OF WIRE BUNDLE PURPLE NON-PRESSURE LATERAL LINE SLEEVE -SIZE TWICE THE DT/\METER OF PURPLE NON-PRESSURE LAIERll.L LINE RECLAIM WATER WARNING TAPE G" OR LESS IN DIA'v!ETER -36" COVER G) F GREATER THAN 6" !',f DIAl\1ETER -48" COVER SCIIEDULE 80 PVC SLEEVES UNDER PAVING (NON-ROADS): LESS TIVI.N 3" IN DIAMETER -18" COVER 3" -5-1/2" IN DIAl\1ETER -24" COVER 6" OR GREATER IK DIAMETER -36" COVER SCHEDULE 40 PVC CONTROL WIRES LOCATED UNDER STREETS OR OTHER PERJ\VI.NENT ll\1PROVEMENTS SHALL BE INSTALLbD IN SEPARATE PVC SLEEVES. B. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPE AT BOTII ENDS. SLEEVING A E STEP 1 2 STEP2 5 STEP 3 STEP 4 WIRE CONNECTOR TRENCHING S J R !ands,·ape archifeNu•e /1111d planni»g 7859 SiLio Coi;o rarlsba<l Ca 92009 'TEL94°>276 6500 i FAX949276 6505 www.sJ"'"c.con 0 0 0 0 SLIP BASE SOCKET OVER END OF WIRES STRIP WIRES APPROX. 5/8" FROM ENDS - TWIST TOGETHER APPLY SEALER TO O"CTSIDE OF SEALING PLl:G -FILL CAVITY WITH SEALER PU l' CRIMP SLEEVE OVER WIRE ENDS - CRI'v!P PULL BASE SOCKET OVER END AS FAR AS POSSIBLE PUSH SEALING PLUG INTO BASE SOCK.ET PUSH WIRES TO END OF BASE SOCKET TO IKSURE COMPLETE SEALING OF CONNECTION WATERPROOF \VIRE CONNECTOR LEGEND 0 0 0 G) FINISH GRADE OF MULCH IN PLANTING AREAS FTNTSH GRADE I FTNTSH GRADE OF TURF CLEAN BACKFILL -SEE SPECIFICAIIONS FORMA.TERIAL, 90% COMPACTION REQlJTRED PURPLE NON-PRESSURE LATERAL LINE PURPLE PRESS"CRE SUPPLY LINE (lv!AINLINE) CONTROL WIRES -BUNDLE AND TAPE .AT 10' O.C. AND IKSTALL BELOW PRESSURE SUPPLY LINE NE\V LTNE PROVIDE 2" OF CLEAN BEDDING RECLAIMED WATER WARNING TAPE "\/OTES: A. PROVIDE A 24" LOOP Of CONTROL WIRE AT ALL 90 DEGREE CRl\.'-fGES IN DTRECTION. B. NO SPLICING OF WIRE RUN. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION JENNA LEPORE ENVIRONMENTAL HEALTH SPECIALIST "AS BUil T" TITLE REVIEWED BY: INSPECTOR DATE DATE DATE f- " OLIVENHAIN MUNICIPAL WATER DISTRICT : r--------.-----------------,<( CITY OF CARLSBAD r-SHEET 20 PLANNING DIVISION 1---+---+----------------t---t---+----j----t-----'-------------------1~ 1-----+--+---------------+----+--+----+---, PRIVATE (ONSITE) RECYCLED ,, 1------,1-----+----------------+----+--+---1------1 WATER SYSTEM FOR: 15 C, DEVELOPERS NAME: WOODSIDE 05S LP LA COSTA TOWN SQUARE PARCEL 3 ADDRESS: 1250 CORONA POINTE COURT SUITE 500 IRRIGATION DETAILS f- ON-SITE RECYCLED WATER IRRIGATION SYSTEM REVIEW APPROVED L1 .I n. CORONA CA 92879 ~ fl{~. G, {2A lz.1 BY: ______ _ DATE: _____ _ Expiration Dote: 09.iv-2112a Sean P. Peterson, Cross-connection Control Specialist NOTE SIGNATURE EXPIRES 1 YEAR AFTER DATE TELEPHONE: (760) 535-2333 1---t---+----------------+---t---+----j---------jPLANNING DATE 1--------------------+--::-:-=-~::=.,-+------------------t--c:-:--:::--t--::-:=:c-+---::-:=---tc=-;-;-1t;D:;;-RWN=-a;;:y::-, ---KC_/_H_H __ r-'.P::R:-:0:-J:::-Ec=T::-:-N:::O-. .-----:D:-:R:-:A-::'M::N--:G:-:-:N-:0-. -1:,"I DATE PLAN PREPARED: JANUARY 26 2023 DATE INITIAL I--D_AT_E~_IN_lll_A_L-+-_D_ATE_~IN_IT_IA_L---+:::=:-::::-::::.,..-------LPC-2022-0030 C BY: SJA INC. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY: RJ/ML AMEND 20170-0012 536-1 L SHEET 2QOF .;NSHEETS l X+ X+ X+ X+ X X X _ X _ X _ X , X . X X 25% 25% 75% 75% L , , , , J I , J , , J I _,---, LEGEND G) G) 0 0 0 © G) 0 PURPLE PVC DRIP MANIFOLD FROM CONTROL ZONE VAL VE KIT (SIZED TO MEET LATERAL FLOW DEMAKD) BARB x MALE FITTING PURPLE PVC SUPPLY HEADER PVC SCH 40 TEE OR EL (TYPICAL) Sl"B-SURFACE DRJPLINE DRTPFLIJSHVALVE PURPLE PVC FLUSH HEADER DRIP AIR/ VACUUM RELIEF VAi.VF NOTES: A. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE. PLA\IT MATERIALS AND CHANGES IN ELEVATION. DISTANCE BET\VEEN LATERAL ROWS FOR BOTTOM 1/3 OF SLOPE TO BE 1.25X OPTIMAL ROW DISTANCE. SEE DRIPLINE INSTALLATION GUJDE FOR SUGGESTED SPACING. B. LENGTH or LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THI' MAXllvTTJM LENGTH SHOWN IN THE ACCOMPANYlNG TABLE. C. \VIIEN ELEVATION CHANGE EXCEEDS 10 INSERT A I'JSERT A , 8 ' 2''-4" • ' 7 r.---l+---++---+,--+f--------1.4J-·: LEGEND G) G) 0 0 0 © G) 0 0 @) @ @ PURPLE PVC EXHAUST HEADER PVC SCH 40 TEE OR ELL (TYPICAL) DRIP FLUSH VAL VE (PER PLAN) BARB x MALE FITTING PERIMETER OF AREA BARB x BARB INSERT TEE OR CROSS: TEE (TYPICAL) PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA SUB-SURF ACE DRIPLINE 1/2" POLYETHYLENE BLANK TlJBI\JG DRIP AIR IV ACUUM RELIEF VAL VE (PER PLAN) PURPLE PVC SUPPLY MANIFOLD PURPLE PVC SUPPLY PIPE FROM CONTROL ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND) TOTAL LENGTH OF SELECTED DRIPLINE SIIOULD NOT EXCEED LENGTH SHOViN IN TABLE DRIPLINE MAXIMUM LATERAL LENGTHS (FEET) FEET IT IS RECOMMENDED THAT A NE\V DRIPLINE ZONE BE CREATED. PVC SCH 40 RISER PIPE 12" SPACING B D PSI 0.6 GPH , , TOP 2/3 OD SLOPE NOfil,,IAL SPACTNG BOTTOM 1/3 OF l SLOPE SPACING , PLUS 25% X = DISTANCE RF.TWEEN ROWS OF DRIP LATERALS AS DETERMINED BY PLANT AND SOIL TYPE. SEE NOTE A. DRTPPERLINE SLOPE INSTALLATION LEGEND 15 20 30 40 50 60 G) FINISH GRADE OF MULCH/ TURF 273 318 360 395 417 460 G) DRIP SYSTEM OPERAHON INDICATOR 0 SUB-SURFACE DRIPLINE " - NOTFS: A. INSERT HARB TRANSFER FITTING DIRECTLY INTO DRIPLINE TUBING. B. LOCATE POP-UP INDICATORS 12" FROM ALL HA.ROSCA PF A ND STRUCTURES -WHERE VISIBLE. DRIP SYSTEM OPERATION INDICATOR C: \DRAWING FILES\ TITLE SHEETS\RECYCLED WATER TITLE SHEET.DWG 7/20/2019 0.9 GPH 155 I 69 230 255 285 290 C 18" SPACING 0.6 GPH 0.9 GPH 314 250 353 294 413 350 465 402 528 420 596 455 24" SPACING 0.6 GPH 0.9GPH 424 322 508 368 586 414 652 474 720 I 488 780 512 ' D. E. IKSTALL AIR RELIEF VAL VE AT HIGH POINTS IK DRIP LATERAL. WHEN USING 17MM INSERT FTTTINGS WITH DESI GK PRESSURE OVER 50 PS!, l'J' IS RECOMMENDED THAT STAI\ILESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. -0 c' _ _,---T7=--r-'--~-~~-~ \l, "' f-_' w ~=Q1 H d h ~ b_ _ _o I L_J_J 'i I I LEGEND G) EASY FIT COMPRESSION TEE G) INLINE DRIP EMITTER CD SUB-SURFACE DRIPLINE 0 TIEDOWNSTAKE 1, J..:'c.__--{ 4 I ' 1 NOTES: A. PLACE TIE DOV/K STAKES EVERY TIIREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY B. AT FITTTNGS \\'HERE THERE JS A CHA-"GE OF DJRECTION Sl"CH AS TEES OR ELBOWS, USE TID-DO\VN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. PSI 15 20 30 40 INSET A 50 A DRIPPERLINE LAYOUT (IRREGULAR) DRJPLINE 'vlAXJJ',,fUM LATERAL LENGTI-1S (FEET) 12" SPACING 18" SPACING I 0.6 GPH 0.9 GPH 0.6 GPH 0.9GPH 255 194 357 273 291 220 408 313 350 266 494 378 396 302 560 428 434 333 614 470 24" SPACING - 0.6GPH 0.9 GPH 448 343 514 394 622 478 705 541 --- 775 594 S J R la>1Jstape arch!recru~e iaHri plflani,;5 7859 Sitio Coco Carlsbad Ca. 92009 TEL ~49 276 &500 IFAX 949 27" 5505 WWW SJCl/1C. com NOTES: A. DISTANCE BETWEEN LATERAL ROWS AND ElvIITIER SPACING TO BE BASED ON SOIL TYPP, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE DRJPLJI\E 11\STALLATJO\J GUIDE FOR SUGGESTED SPACINGS. B. LENGTH OF LONGEST DRIPLI\!E LATERAL SHOUT .D NOT EXCEED THE MAXIMUM LENGTH SHO\VN IN THE ACCOMPANYING TABLE. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION JENNA LEPORE ENVIRONMENTAL HEALTH SPECIALIST "AS BU IL T" TITLE REVIEWED BY: INSPECTOR DATE DATE DATE OJ ~ 0 FINISH GRADE OF TURF/ MULCH C. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE DOVv'N STAKES. ------1-----------------------l:;': OLIVENHAIN MUNICIPAL WATER DISTRICT e: SHEET CITY OF CARLSBAD DRIPPERLINE BURIAL \}.'il.'iJl,~[f~ OLIVENHAIN MUNICIPAL DEVELOPERS NAME: WOODSIDE oss LP 21 PLANNING DIVISION 1-----+--+-----------------1-----+--1----+-----1 PRIVATE (ON SITE) RECYCLED l-----+--+---------------+----+--1-----+---I WATER SYSTEM FOR: LA COSTA TOWN SQUARE PARCEL 3 'B' L__,_.-c: dJ' ~ WATER DISTRICT ADDRESS: 1250 CORONA POINTE COURT SUITE 500 IRRIGATION DETAILS t,, l 2.,, l 2." c..o ~L',ll£M = 1------------------1 APPROVED/'] Mq. , .. ~ * -,_,.. "'""' 111,;tl;c,;--, ON-SITE RECYCLED WATER IRRIGATION SYSTEM REVIEW _.,C"°O"'R"'O""N"-'A'--"C""'P..-'9"-'2"-"B'--'-7-"-9_________ ~-----+---+-------------------+---+-----f------1-----1 --~--,,,_~Ql..:,~~c.:'4'.t:f..._J~~-~-· ':::':· -~-=:.... __ ~ c 1 f----r--,----------------r--1--T--T-l~P~LA~N~N~l:NG~-----,-,;!_ ________ ~:'.,: __ ".), 4-17-24 ,.::;, , _________ T_E_L_EP_H_O_N_E_: _7_6_o __ s_3_5_-_23_3_3_+-l~~-+--+-----------------+------+---t-------lf----ll ef;,i'-o.m /"~ ~ DR~ BY: KC/HH PROJECT NO. DATE DRAWING NO. 0 F C ~ \, \'.l:i BY: -------DATE:______ DA TE PLAN PREPARED: JANUARY 26 2023 DA TE INITIAL c....::.D:..:.A TE'-=--------'--'-'IN.::..lllc:.A~L--1-.:..DA..::TE..:_.L:.IN::..:lll.::..A:=.L--1-________ --ILPC-2022-0030 Sean P. Peterson, Cross-connection Control Specia list REVISION DESCRIPTION CHCKD BY BY: SJA INC. ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL : RJ/ML AMEND 20170-0012 NOTE: SIGNATURE EXPIRES 1 YEAR AFTER DATE. Expiration Date: M-30-2w 536-1 L 0 ~ - [! ':: t SHEET 210F ..:ill.SHEETS D LEGEND 0 0 0 0 0 G) G) POP-UP BLBBLER HEAD FINISH GR.A.DE OF MULCH PVC SCH 80 NIPPLE (LENGTH AS REQl:IRED) PVC SCH 80 NIPPLE (6" LONG) Jv!ARLEX 90 DEGREE STREET ELL (3 TOTAL) PVC SCH 40 TEE FITTING PURPLE NON-PRESSLRE LATERAL LINE NOTES: A. LOCATE HEADS 24" lv!IN. FROM WALKS, CURB AND STRUCTURES. B. USE TEFLON TAPE FOR THREADED CONNECTIONS. TREE POP-UP BUBBLER TOP VIEW . ---- @ - ~ ' ' ' ' ' ' ,1Q', ' ' ' ' ' ' -- #GAWG SOLID ' - COPPER WIRE ' / ' ' ' ,, ELECTRODE . __ -----_ /' SPHERE OF ' ' _ -~ INFLUENCE ' ' ' ' ' ' ' ' ' - ' ' ' , 10' ' . \ •~ GROUND ROD (518" X 8') BOUNDARIES ' I ' ' I-;' NOTES: •• 1~·-· CONTRACTOR srALLCOrZiSl)LT SITE urIur v .",S-BUILT(S) AND BECOME FAM ILIAR WITH ALL UNDERGROUND ITEMS WITHIN PROJECT SCOPE. 2. FOR HIGH LIGHTNING PRONE AREAS USE BOTH GROUND ROD ANO GROUND PLATE. 3, All ITEMS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. _ ITS MODEL: GR-K / 4. ALL INSTALLATIONS SHALL MEET MINIMUM REQUIREMENTS OF THE NATIONAL ELECTRIC/\l CODE (NECi AND SOUND PRACTICES OF THE INSTll UTE OF ELECTRICAL & ELECTRONIC ENGINEERS (IEEE} TO ENSURE PERSONNEL SAFETY ANLJ EQUIPMENT REL!ABILITY. ' ' ' ' ' ' I I / DO NOT INSTALL ANY OTHER WIRES OR CABLE WITHIN THE SPHERE OF INFLUENCE 5. EARTH RESISTANCE SHALL BE MEASURED AND RECORDED AFTER INSTALLATION WITHIN ACCORDANCE OF LATEST REQUIREMENTS OF NFPA 780. DESIRED READINGS ARE 5 TO 10 OHMS BUT NO MORE THAN 25 OHMS. SIDE VIEW /;-/ / r CONTROLLER / CONCRETE P~D 10' MIN 6. FOR FURTHER REQUIREMENTS CONSULT THE ASIC GUIDELINE 100-2002 FOR EARTH GROUNDING 1:LECTRONIC EQUIPMENT IN IRRIGATION SYSTEMS. 12' ROUND VALVE BOX ,-CLAMP '//IRE •1 ·" CONNECTION I -:<., ,;t,<•·'.i.;'i' ·' ,,,.,_.\\ ··11Jj,,11( ·_,-,_;,.\ ,1 ,\(,~--Hid • ' ,., " ' PVC SWEEP ELL _/ 111/2' OR LARGER) E AWG SOLID COPPER WIRES GROUND ROD ~,. .. (¼" X96") ITS MDDELGR-K lJ 'OR BELOW FROSTLINE, WHIC,EVER IS DEEPER PLEASE READ BEFORE INSTALLING GROUND ROQ TO AVOID CONTACT WITH HIGH VOLTAGE POWER CABLES, GAS LINES, OR DATA CABLES, PLEASE CONTACT THE OWNERS REPRESENTATIVE AND "DIG ALERT" TO IDENTIFY POSSIBLE HAZARDS BELOW THE SURFACE CONTACT WITH THESE HAZARDS WILL RESULT IN SEVERE INJURY OR DEATH. C =C=ON=T=R~O_L_LE_R_G_R_O_U_N_D_IN_G_-_G_RO_U_N_D_R_O_D~~~~~---------=---------:=-=---f/ H-",1 1 111 ■ Grounding.DWG \ / 111, 10/31117 .._________.. IMPERIAL TECHNICAL SERVICES C: \DRAWING FILES\TITLE SHEETS\RECYCLED WATER TITLE SHEET.DWG 7/20/2019 l LEGEND 0 FINISH GRADE 0 POP-UP ROTATOR HEAD 0 PVC SCH 80 CLOSE NIPPLE 0 PVC SCH 80 NIPPLE (6" LOKG) 0 l\V\.RLEX 90 DEGREE STREET ELL (3 TOTAL) ~ iir_,I~rt~_;ft.~:.~r~t.~t_,_ = i~~i\i~ftt-ts.~,i)~;i~-~;~ ,'£{"'~''-::4~ ;?,.y:,:i:;·tt:-.,~;-' ,rJ c.J-;'c;:,;t;_ ,.,.;;:t-:.,~~'P X:' -i3"' 11 ' "" I '-~ ~, J 'LLll LU I __LI -~ -TTT i 11 ! !_11111i 11 I _Jrr i 1ffiu~ IJ:- >, I G II 01 \ G) PVC SCH40 TEE FITTING G) PURPLE NON-PRESSURE LATERAL LINE , --' / 1/ • '.;//< 0 - \ NOTES: A. LOCA TF HEADS 24" MIN. FROM WALKS, CURB ANTI STRUCTURES. B. USE TEFLON TAPE FOR THREADED CONNECTIONS. r POP-UP SHRUB ROTATOR ON SLOPE B POP-UP SHRUB ROTATOR @) 15 14 12 LEGEN D 1. VALVE BOX. REFERTO SPECS. SIZEAS REQU[RED. 2. FINISH GRADE 3. MULCH. REFER TO SPECS. 4. TWO-WIRE CABLE FROM CONTROLLER, TO NEXT VALVE AND FEEDIN G DECODER. 5. 3M DBR/Y SPLICE KIT I/VIRE CONNECTOR : (1 OF 2) 6. WIRES FROM DECODER TO THE VALVE SOLENO ID. 7_. TWO-WIRE DECODER 8. 1.D. TAG WITH STATION NUMBER PRINTED ON ff (CHRISTY'S j/lD•ST D-Y1) 9. GROUND WIRE TO EARTH GROU ND PER GROUND DETAI L. INSTALL @:INTERVALS SET _BY CONTROLLER MANU . • 10. 90% COMPACTED NATIVE 11 1i1-1NCH MI NIMUM DEPTH QF 3/4-INCH WASHED GRAVEL OVElfFll TER FABRIC 12. BRICK SUPPORT (1 OF 4) 13. 1.25~ MIN SCH. 40 ELECTRICAL CONDU IT. (IF REQ.) ADJUST SIZE AS REQU IRED. 14. MAINLINE INTO VALVE. REFER TO PLAN. 15. REMOTE CONTROL VA'LVE. PERPLAN. 16, TWO-WIRE CABLE {PER MANUFACTURER). LOOP 24" MIN. EXTRA WIRE AROUND PERIMmR OF BOX. 8 9 II ~ WIRE SPLICE STEPS : ' ?i~ ' I ~- ...... I A. SITRIP WIRES 1 /2" TO 518", USING LIN EMANS PLIERS OR OTHER STYLE TOOL, TWIST ENDS TOGETHER MIN 3 TIME_S. INSERT INJO SC()TCHlQK ELECTRICAL CONN ECTOR AND ROTATE CLOCKWISE UNTIL ADOiTIONAL FO~CE IS REQUIRED . B. INSERT THE SRliCE INTO THE GEL-FI L-LED INSULATOR TUBE. PUSH PAST THE LOCKING FINGERS TO HOLD THE SCOTHLOK CONNECTOR IN PLACE. C, POSITIOl>IWIRE CHANNELS AND SNAP INSULATOR TUBE COVER CLOSED . * WIRE .CONNECITORS.INCLU DED WITH DECODERS• !,; - "' 4~·min • • • Imperial Assem~ly wttb mor-tf® base - i 6" min, 2"·0" • i'lo!~ all grounding requite-rnenls for· o:mtrollet -as"Sembl.ies shall.conform to local elecllicel codes, LEGEND 0 0 0 0 0 © G) POP-UP ROTATOR HEAD FINJSH GRADE OF MULCH PVC SCH 80 CLOSF NIPPLE PLRPLE NON-PRESSURE LATERAL LINE MART.PX 90 DEGREE STREET ELL (3 TOTAL) PVC SCH 40 TEE FITTING PVC SCH 80 NIPPLE (6'' LONG) NOTES: A. LOCATE IIEADS 24" MIN. FROM WALKS, CURB AND STRUCTURES. B. L'SE TEFLON TAPE FOR THREADED CONNECTIONS. LEGEND 0 0 0 0 0 G) G) POP-UP ROTATOR HFAD flNJSH GRADE OF TURF PVC SCH 80 NJPPLE (LENGTH AS REQT:IRED) PVC SCH 80 NIPPLE (6" LONG) l'v!ARLEX 90 DEGREE STREET ELL (3 TOTAL) PVC SCH 40 TEE FITTING PURPLE NON-PRESSURE LATER.A.L LINE NOTHS: A. LOCATE HEADS 24" MIN. FROM WALKS, CURD AND STRUCTURES, R USE TEFLOK TAPE FOR THREADED CONNECTIONS. A POP-UP TURF ROTATOR ..., -0 LEGEND CD 0 G) 0 0 LOCKING RECLA!f\.fED WATER PURPLE CAP FINISH GR/\lJE OF MULCH ROOT ZONE WATERING SYSTEM WITH BUILT-IN SWING JOI"T PURPLE NON-PRESSURE LATERAL LINE PVC SCH 40 TEE FITTING NOTES: A. LOCATE HEADS 24" MIN. FROM WALKS, CURB AKD STRUCTURES. B. USE TEFLO'-1 TAPE FOR THRRADED CONNECTIO'-1S. E ROOT WATERING ZONE SYSTEM 1. lmpe,lal Assemblies 16' top enl,y Cootmller Assembly NEMA 3R rainproof enclosure (UL listed) 2. Controiler • 3. Power swi!ch/GFI re~epwcle 4. Master Vcive mlay asSMlbly or pump start relay asserl)bly (opfonal) 5. Terminal Board ii. Remote Receiv"' Connector (oplional) 7. 1" PVC conduil for 120 V/IC from merere<I power supply -6. PVC t omluitior control wires; $tle as reqµlre(l 9.. Fill voids "'11fl 3/8' Pea. Gravel 10. 1" PVC conduit fm flow sensor cable PAIGE CABLE P • 7162, D QI applicable) 11. Poured concrete .basa 12 Sol;r Sync (ET and Rain Sensor) APPROVED FOR IRR IGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTI-1 LAND AND WATER QUALITY DIVISION JENNA LEPORE ENVIRONMENTAL HEALTH SPECIALIST s J R "AS BUILT" DATE Cl ~ el 8 =2-=W=IR=E=-D_E_CO_D_E_R...;;.(W_I_TH_I_NT_E_G_RA_T_E_D_S_UR_G_E_P_R_OT_E_C_TO_R __ ) ___ (a\ 16" x 16" Tap Entry Controller Assembly (ICA6 Serie s) ICli6.DWG 0 lands cape a rchitecture TITLE land plallning !-----------------------~, DATE f--IT.I 042615 ~ I'll: 7859 Sitio Corn Carlsharl Ca. 92009 REVIEWED BY: 'n w s;a11,,·.c·t>111 INSPECTOR " DATE IMPERIAL TECHNICAL SERVICES IMPERIAL TECHNICAL SERVICES OLIVENHAIN MUNICIPAL WATER DISTRICT ,, BY: Expiration Date: c9.30.x,24 OLIVENHAIN MUNICIPAL WATER DISTRICT -------DATE:. _____ _ Sean P. Peterson, Cross.connection Control Specialist NOTE: SIGNATURE EXPIRES 1 VEAR AFTER DATE. DEVELOPERS NAME: WOODSIDE 05S LP ADDRESS: 1250 CORONA POINTE COUR T SUITE 500 CORONA. CA 92879 TELEPHONE: (760) 535-2333 DATE PLAN PREPARED: JANUARY 26 2023 BY: SJA INC. CITY OF CARLSBAD SHEET 22 PLANNING DIVISION 1-----+-----+--------------+----+---lf----+-------1 PRIVATE ( ON SITE) RECYCLED t------l--+----------------1---+--+----I---l WATER SYSTEM FOR: LA COSTA TOWN SQUARE PARCEL 3 IRRIGATION DETAILS PLANNING APPROVED fl..._ 1f ~ & [L,j_ /t.if DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL DRWN BY: KC/HH PROJECT NO. 1----"-=-_J_-----'--l----'---'----'-f:ccH.,.,,c"'K □:-:B"'Y-, -------,LPC-2022-0030 OTHER APPROVAL CITY APPROVAL RJ/ML AMEND 20170-0012 DRAWING NO. 536-1 L ,, C " C. ir <a'. SHEET 220F Ml.SHEETS ,----- 1 PART A lRRJGA TION 1.0 SCOPE FURN[SH ALL MATERIALS, EQlflPMENT, SERVICES, SUPERVISION, lRANSPOIUATJON AND LABOR NECESSARY TO PERFORM ALL IRRIGAT!ON WORK, COMPLEJE, JNCLUDING BUT NOT Lll'vl!TED TO: SERVICE Y!ANUALS: RECORD DRAWINGS; LOOSE EQUIPMENT; GCARANTEE: l'vU\ TERIALS; AND INSTALLATION 2,0 DRAWINGS AND SPECIFICATIONS A, THE INTENT OF THE DRAWINGS AND SPECIFLCAT[ONS [S TO lNDICATE AND SPECIFY A COMPLETE AND EFFICIENT SPRINKLER IRRIGATION SYSTEM, B, PLOT DTMENSIONS ARE APPROXIMATE, CONTRACTOR SHALL CAREFLLLY CHECK AND VERIFY ALL DIMENSIONS AND SHALL REPORT ANY VARIA TIOI\S TO LANDSCAPE ARCHITECT, c:, DCE TO 'JHE SCALE OF THE DRAWINGS, IT LS NOT POSSIBLE TO INDICATE ALL OFFSETS, f!TTlNGS, ETC,, WHICH MAY BE REQUIRED, CONTRACTOR SHALL CAREFULLY JNVESTIGATE THE STRUCTURAL AND FLMSHED CONDIT[ONS AFFECTING ALL HJS WORK, AND PLAN HIS WORK ACCORDINGLY, DRA WJNGS ARE GEI\ERALL Y DIAG RAl'vL\1ATJC AND INDICATIVE OF THE WORK TO BE INSTALLED, THE WORK SIIALL IJE fNSTALLED IN THE MOST DIRECT AND WORKMANUKE MAN'JER, SO THAT CONfLICTS BETWEEN SPRINKLER SYSTEMS, PLANTING AND ARCHTTECTURAL FEATURES WTLL BL A VOIDED, 3,0 SERVICE MANUALSIMATFRJALS LIST A, CONTRACTOR SHALL FURNISJI ONE (1) MANUAL TO OWNER, THE MA'IUAL MAY BE LOOSE LEAFED AND SHALL CONTAIN COMPLETE EXPLOllloD DRAWINGS OF ALL EQUPY!ENT INSTALLED SHOWf\fG COMPONENTS AND CATA LOU "I UMBERS TOGETHER WITH THE MANUFACTURER'S NAME AND ADORFSS, ADDITIONAL SHLETS SHALL COVER OPERATION INSTRUCTIONS SIMPLE ENOUGH TO RP, l!NOERSTOOD WITHOUT SPECIALIZED KNOWLEDGE, B, CONTRACTOR SHALL FURNISH A MATERIALS LIST TO OWNER FOR APPROVAL rRTOR TO START OF WORK SAID UST SHALL CONFORM TO PERFORMA'JCE STANDARDS AND DATA AS SHO\VN ON DRAWINGS, OR IN LEGE'JD AND DETAJLS, 4,0 AS BUILT DRAWINGS: A, RECORD ACCURATELY ON ONE SET OF BLACK AND WHITE PRINTS (IRRIGATION DRA Wll\GS), ALL CHANGES IN WORK CONSTITUTING DEPARTURES FROM THE ORIUINAL CONTRACT DRAWlNGS, INCLUDE CHANGES JN BOTH PRESSURE AND NON-PRbSSURE LINES, B, UPON COMPLETION OF EACH l"ICREMENT OF WORK, TRANSFER ALL SUCH INFOR\1ATION AND DIME"ISIONS TO THE PRl"ITS, RECORD CHAI\GES AND DIMENSIONS IN A LEGIBLE AND PROFESSIONAL MANNER, WHEI\ THE ORA WINGS ARE APPROVED, TRAI\SFER ALL INFORMATION TO A SET OF REPRODUCIBLE DRAWINUS, C DIMEI\SION FROM TWO PERMANENT FONTS OF REFERENCE (MONUMENTS, SWEWALKS, CURBS, AND PAVEMENT), POST 1.NFORMATION 01\ AS BUILT DRA,WINGS DAY-JO-DAY AS THE WORK JS INSTALLED, ALL DIMENSIONS NOTED ON THE DRAWINGS SHALL BE 1!4 INCH IN SIZE, D, SllOW DIMENSIONAL LOCATJONS AND DEPTHS OF THE FOLLOWING: 1. POlNT OF CONNECTION (P,O,C,), JJ, BACKl'LOW PREVENTION ASSE\,IBLY, MASTER VALVE AND FLOW SENSOR, Ill, ROUTING or IRJ{IGATION PRESSURE MAII\LINES (DIMENSION MAXIMUM 100 FEET ALONG ROUTINU AND ALL DIRECTIONAL CHANGES), IV, IJALL ANO llUTTERFLY SHUT-OFF VALVES V, IRRIGATION CON l'IWL VALVES, VL AUTOMATlC CONTROLLER, RAIN SENSORS AND ELECTRICAL CONDUITS, VIL SLEEVES AND PULL BOXES Vlll, OTl!ER RELATCD EQUIPMENT (AS DIRECTED BY THE ENGINEER), E MAINTAIN AS-BUILT DRAWINGS ON SITE AT ALLTIMLS, IHESE ORAWINUS ARE SUBJECT TO INSPECTION AT ANY TIME, F, MAKE ALL CJL'icNGES TO REPRODUCIBLE DRAWINGS IN INK (NO IJALLPOJNI PEN), MAKF, CHA'JGES IN A MANNER EQUAL TO TI-IE ORIGINAL DRAWINGS, G, CONTRACTOR MUST SUBMIT AS-BUILT DRAWINGS (3-MIL MYLARS AND O>fE SET 01' BLUELINES) TO THE ARCHITECT INSPECTING THE SITE SEVEI\ DAYS PRIOR TO TIIE START or THE MAINTENANCE PEJUOD fOR APPROVAL IL CONTROLLER CIIARTS-TIIREE CONTROLLER CHARTS PER CONTROLLER, ENCASED IN 20 l'vl!L PLASTIC, SHOWING CLEARLY THE AREAS SERVICED BY EACII REMOTE CONTROL VALVE (EACH VALVE DEPICTED BY A DIFFERENT COLOR) SHALL BE rROVTDPD AT EACH CONTROLLER, CONTROLLER CHARTS SHAU, BE MADR USING REDJlCED APPROVED AS-Bl/lLTPLANS 5,0 LOOSE EQUIPME'JT LOOSE SPRINKLING EQlJIPMENT, OPERA Tll\G KEYS AND SPARE PARTS WILL BE FURNISHED BY THE CO"ITRACTOR IN THE FOLLOWING QUANTITJES: A 6 BODIES WITH FOUR (4) ll\SERTS FOR EACH PATTERN USED, 8, 4 OSCILLATIOK BODIES C, 4 ROTOR BODIES D, 3 30''KEYSFORMANUALVALVES E, 2 CONTROLLER KEYS F, 2 ENCLOSURE KEYS G, 4 COUPLER INSERTS AND HOSE SWIVELS H, 3 HOSE BIB KEYS L 1 36" SOIL PROBE J, I VALVEBOXKEY 6,0 GUARANTEE A. THE ENTIRE SPRINKLER SYSTEM SHALL BE UNCONDITlONAT ,J ,Y GTJA RANTEED BY CONTRACTOR AS TO MAJ'ERIAL ANO WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS BELOW URADE FOR A PERJOD or ONE (I) YEAR FOLLOWING THE DATE OF FINAL ACCEP IANCL OF THE WORK OWNER MAY EXERCISE OPTlON TO WITHHOLD PART OF HNAL PAYMENT UNTIL TI-JE ONE YEAR PRODUCT/WORKMANSHIP GUARANTEE HAS ET .ArSED FROM DATE OF FINAL ACCEPTANCE B IF WITHIN ONE YFAR FROM THE DATE OF CO'v!PLETION, SETTLEMENT OCCCRS, Al\D AfJJUSTMFNTS IN PIPES, VALVES AND SPRINKLER HEADS OR PA YING IS NECESSARY TO BRING THF SYSTEM OR PAVING TO THE PROPER LEVEL OF THE PERMANENT GRAfJES, CONTRACTOR, AS PART OF THE WORK UNDER HTS CONTRACT, SHALL l\1AKE ALL ADJUSTMENTS WITHOUT EXTRA COST TO OWNER, INCLUDING THE RESTORATION OF ALL DAMAGED PLANTING, PA VINO OR OTHER lMPROVEMENTS OF ANY KIND, C, SHOULD ANY DIFFICULTIES DEVELOP WITHII\ THE SPECIFIED GUARANTEE PERIOD WHICH OViNER FEELS MAY BE DUE TO INFERIOR MATERIAL AND10R WORKMAI\SHIP, THESE DIFFJCULTIES SHALL BE IMMEDIATELY CORRECTED BY CONTRACTOR TO THE l SA TISFACTIOI\ OF OWNER AT NO ADDITTONAL COST TO OWI\ER, WITHIN 72 HOURS OF \\/RITTENNOTICE, INCLUDING ANY AND ALL OTHER DAMAGE CAL SEO llY SUCH DEFECTS, FAILURE OF CONTRACTOR TO RESPOND 1N A TIMELY MANNER TO REPAIR DAMAGED CONDITIONS, SHALL PROMPT OWNER TO REPAIR SAME AND DEDUCT COSTS OF LABOR, MATERIAL AND EQUIPMEI\T USED FROM CONTRACTOR'S FINAL PA Yl'v!ENT 7 ,0 MATERIALS A PIPE AND FITTINGS A, L llRASS -BRASS PIPE SHALL BE JPS STANDARD WEIGHT 85% RED BRASS, FITTINGS SHALL BE WlTH STANDARD 125 POUND CAST BROI\ZE THREADED FITTINGS, A,2, PVC CONDUIT-PIPE THAT IS USED FOR CONTROL WIRES SHALL BE PVC CONDUTT SCIJEDULE 40: TYPE 1220, ALL WIRES UNDER PAVING SHALL BE INSTALLED IN PVC CONDUIT, OR SLEEVES, A,1, PVC NORMAL IMPACT PIPE-TYPE 1220 (PVC SCHEDULE 40 & 80) A,3, I, A, TYPE ll GRADE I HIGH LMPACT PIPE FROM ALL VJRGIN MATERIALS, A,3,2, OUTSIDE DTAMETER or PIPE SHALL BE THE SAME SIZE AS IRON PIPE, A,JJ, PIPE SHALL RE MA,RKED AT INTERVALS NOT TO EXCEED 5' WITH THE FOLLOWING INFORMATION: MAI\UFACJ'URER'S NAME, NOMINAL PIPE SIZE, PVC TYPF A ND GRADE (IL 1220) SDR RA TING CLASS, NSF APPROVAL AND COMMERCIAL ST ANDA RD DESIGNA TIO~ CS 256-60 AJA, PIPE SHALL BE MARKED AT INTERVALS wn H THE FOLLOWING INFORMATION (NOT TO EXCEED 5'): MANUFACTURER'S NAME, NOMJNAL SIZE, PVC TYPE A ND GRADE (IE, PVC 1220) SDR RATING CLASS, NSF APPROVAL AND COMMERCIAL STANDARD OESIGNA TION CS256-63), MARKING SHALL I"ICLUDE EXTRUSION DA'l E, A,3,5, PVC TYPE I SHALL NOT BE THREAfJED A,3,6, PVC FJTTINGS SHALL BE PVC TYPE IT, SCHEDULE 40 'lSJ, APPROVED, A,3,7, SOLVENT SHALL BE No, 175 GR'\. Y NSF APPROVED AS MANLCl'ACTURED BY INDUSTRIAL POLYCHEMICAL SERVICE, GARDE'JA, CALIFORNIA, OR EQUAL A,3,8, CAUTION SHALL BE UTILIZED IN HANDLII\G TYPE I PIPE DUE TO THE POSSIBILITY OF CRACKING, OR OF SPLITTING WHEN DROPPED OR HA 'JfJl ,ED CARELESSLY, A3,9, WHEN CONNECTJON JS PLASTIC TO METAL, M'icLE ADAPTORS SHALL BE USED, THE MALE ADAPTOR SHALL BE HAND TIGHTENED, PLUS ONE TURN WITH A STR'\.P WRENCH, JOINT COMPOUND SHALL BE PERMATlX TYPE II, A4, IU~G-TITE PVC PIPE A,4, I, ALL PIPE l'JOICATED ON THE WORKING DRAWINGS, SHALL BE CLASS l60 PSI JOHNS-MANVILLE PVC PIPE WITH RING-TITE JOINTS, A4,2, ALL RlNG-TITE JOINTS SHALL llE SEALED WITH RUBBER RINGS AS PROVIDED UY IHLMAI\UFACTURER, ALL PIPE JOINTS SHALL PROVIDE FOR EXPANSION AND CON JRACTION, A,4,3, THR UST BLOCKS SHALL llE PROVIDED AS REQUIRED FOR PROPER ANCHORAGE AND DURABILITY OF THE RING-TlTE PIPE, (REFER TO DETAILS) B, SPRINKLER HEADS SPRINKLER HEADS SHALL BE AS SHOWN ON PLAN, C, VALVES CJ, REMOTE CONTROL VALVES -El.ECTRIC REMOTE CONTROL VALVES SHALL BE AS SHOViN ON PLANS AND DETAILS, C,2. GATE/BALL VALVES-APPROVED GATE/BALL VALVES SIIALL BE AS SHOWN ON PLAI\S AND DETAILS, SIZE AND LOCATI0'.1 SHALL BF AT J OO' I"ITERVALS MJNJMUM AND ELSEWHERE AS INDICATED ON PLAN, C,3, ALL VALVES SHALL BELOCATED24" AWAY FROM CURBS OR SlDFWALKS, AND POSITIONED PERPENDICULAR TO THE EDGE OF PA Vl"IG, C,4, ALL VALVES SHALL BE MARKED AT A CURB LOCATION, FINAL LOCATION AND METHOD OF MARKING TO BE APPROVED BY THE CITY. C,5 VALVES SHALL BE CLUSTERED IN GROUPS PER PLAN, D, AUTOMATIC COI\TROLLERS AUTOMATIC COI\TROLLERS SHALL BE AS SHOWN O"I PLANS AND DETAILS, E. CONTROL WIRE POL( RCV'S ALJ. WIRING TO BE USED FOR CONNECTING THE AUTOMATIC CO"ITROLLER TO THE ELECTRICAL SOLENOID ACJ'UATED BY REMOTE CONTROL VALVE SHALL BE TYPE lJF-600V, 14 GU AGE SOLID COPPER, PVC l"ISULATION, SINGLE CONDUCTOR, UL APPROVED IJNDFRGROUND FEEDER CAIJLL, LACH PILOT OR "HOT" WIRE SHALL BE COLOR-CODED FOR EACH VALVE WITH THE COMMO"I WIRE BEING WHITE A'JD STRIPED DIFFERENTLY FOR EACH VALVE, ''PIG-TAIL'' TAG COMMON W!Rt WITH STAILONNUMBERS ON EACH END "rTG-TAlL" WIIUNG EVLRY 1500 LF, OR AT EACH 90 DEGREE TLRN, ENCLOSE 3 FT PIG-TAILS IN CONTROL BOXES WITH COVcR STAMPED "SB" (SPLICE BOX), VALVE WIRES SHA TL RE BURIED 18" DEEP \1lNJMUM AND A TT ACHED TO THE UNDERSIDE OF THE MAINLINE \\'HERE POSSIBLE. THE CONTRACTOR SHALL RUN TWO (2) EXTRA WIRES IN EACH l)JRECTIO"I FROM THE CONTROLLER TO THE FARTHEST VALVE IN EACH DlRECTION (COLORS TO llE ORANGE AND ORANGE WITH A WHITE STRIPE), F, VALVEBOXESANDPULLBOXES ALL VALVE BOXES SHALL BE PLASTIC WEATHER RESISTANT, lJY RESISTANT AND SOIL RESISTANT, VALVE BOXES SHALL BE GREEN lN COLOR, PULL BOXES SHAJL BE GREY IN COLOR, VALVE BOXES SHALL BE LOCKABLE WITH A STAINLESS STEEL BOLT, VALVE BOXES SHALL HAVE A LOAD BEARING CAPACITY OF 1500 PSI, VALVE BOX EXTENSIONS SHALL HA VE THE SAME SPECIFICATIONS AS THE BOX. VALVE BOXES SHALL BE "CHRISTIE" OR AN APPROVED EQUAL, BOX LIDS SHALL BE STAMPED "GV" OR "RCV", PULL BOXES SHALL BE UNMARKED VALVE BOXES SHALL llE EMBOSSED WITH THE CONTROLLER AND VALVE NUMBER, PULL BOXES SHALL BE f'ISTALLl20 bVERY 200' MIN, lNSTALL PULL BOXES IN LANDSCAPE AREAS ONLY, G, BACKFLOW PREVENTION UNITS THE BACKFLOW PREVENTION UNITS SHALL BE AS SHOWN ON PLA'lS AND DETAILS, Al ,L CONNECTIONS TO BACKFLOW PREVENTER SHALL BE TYPE K BRASS/ COPPER PIPE 8,0 lNSTALLA TION A. TRENCHING A,L EXCAVATION SHALL BE OPEN VERTICAL CONSTRUCTION SIJFFJCIENTLY WIDE TO PROVIDE FREE WORKING SPACE AROUND THE MATERIAL INSTALLED A ND TO PROVIDE AMPLE SPACE FOR BACKFILLING AND COMPACTING, A,2, TREI\CHES FOR PIPE SHALL BE CUT TO REQUIRED GR>\DE LINES, AND TRENCH BOTTOM SHALL BE COMPACTED TO PROVIDE AN ACCUR<\TE GRADE AND UNIFORM BEARING FOR THE FULL LENGTH OF THE LINE, A,3, WHEN TWO (2) PIPES ARE TO BE PLACED IN THE SAME TRENCH, A 6" SPACE SHALL BE MAINTAINED BETVv'EEN PIPES, (REFER TO PIPE INSTALLATION DETAIL) B, BACKFILLING B, I. BACKF[LL MATERIAL SHALL BE APPROVED SOIL UNSUITABLE MATERIAL INCLUDING CLODS AND ROCKS OVER I" II\ SIZE SHALL BE REMOVED FROM THE PREMlSES AND DISPOSED OF LEGALLY ATNO COST TO OWI\-ER, ll,2 ALL llACKFILLING SHALL BE DONE CAREFCLLY AND SHALL BE PROPERLY COMPACTED FOR APPROVAL PURPOSES, R,1 DEPTH OF TRENCHES SIIALL BE SUFFICIENT TO PROVIDE A l'vl!NIMUM COVER ABOVE THE Tor OF THF, PIPE, SEE IRRIGATION LEGEND, C, PVC PIPE CL PVC PIPE SHALL BE SNAKED lN A MANNER WIIICil WILL PROVIDE FOR EXPANSION AND CONTRACTJON AS RECOMMENDED IJY THE PIPE MANUFACTURER. C,2, ALL PLASTIC TO METAL JOINTS SHALL BE MADE WITII PLASTIC MALE ADAPTORS, UNLESS OTHER WISE SHOWN IN DET A fLS, C,3, THE JOINTS SHALL BE ALLOWED TO SET AT LEAST TWENTY-l•OUR (24) HOURS BEFORE PRESSURE IS APPLIED TO THE PVC PIPE SYSTEM, CA, MAIN LINES SHALL BE TESTED IN PLACE BEFORE BACKFJT ,I ,ING FOR A PERlOO OF NOT LESS THAN FOUR (4) HOURS AND SHALL SHOW NO LEAKAGE OR LOSS OF PRESSURE, DURING THE TEST PERIOD, MINIMUM TEST PRESSTJRF., AT THE HIUHEST POINT OF THE SECTION BEING TESTED, SHALL BE 150 POUNDS PER SQUARE INCH, CE"ITER FILLING OF PIPE LENGTHS IS ALLOWED, CS AFTER ALL l\EW SPRII\KLER PIPING AND RISERS ARE IN PLACE AND CONNECTEO, ALL NECESSARY WORK HAS BEE'.! COMPLETED AND PRIOR TO THE INSTALLATlON OF SPRINKUJR HEADS, CONTROL VALVES SHALL BE OPENED A~l1 A FULL IIEAD OF WATER USED TO FLUSH OUT THE SYSTEM FORA MINIMUM OF fl VE (5) MINUTES, AFTER THE SYSTEM IS THOROUGHLY FLUSHED, THE RISERS SHALL llE CAPPED OFF AND THE SYSTEM PRESSURE TESTED, C6. AT THE CONCLUSION 01' A SYSTEM PRESSURE TEST, THE HEADS SHALL BE !'.!STALLED AND TESTED FOR OPERATION IN ACCORDANCE WITH DESIGN REQUIREMENTS UNDER NORl\,IAL OPERA TING PRESSURE, CONTRACTOR SHALL VERJFY HEAD PRESSURES W1TH PITOT TUBE AND ADJUST VALVE TO CORRESPOND W1TH DESIGN PRESSURE. C,7, CONTRACTOR SHALL NOT BACKFILL ANY WORK PRIOR TO COMPLETION AND APPROVAL OF PRESSLRE TEST, IF CONTRACTOR BACKFILLS TRENCHING PRIOR TO PRESSURE TEST, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIRECT AND INDIRECT COSTS OF EXPOSING WORK FOR PROPER TESTING AND OBSERVATION BY LANDSCAPE ARCHITECT AT NO ADDITIONAL COST TO IHE OWNER, ll, INIENTIONALLYLEFTBLANK F,, SPRINKLERS F,, I, ALL NOZZLES ON SJ'ATIONARY POP-UP SPRINKLERS SHALL BE TIGHTENED AFTER INSTALLATION, ALL SPRINKLERS HAVING AN ADJUSTMENT STEM SHALL RE ADJUSTED ON A LATERAL LINE FOR PROPER RADJllS, DIAMETER AND/OR GAU ,ONA GE PER APPROVAL OF THE LANDSCAPE ARCHITECT, E,2, SPRINKLER HF.ADS AND RISERS SHALL BE INSTALLED ACCORDII\G TO DETAILS FOR FINAL APPROVAL F, VALVES F,L REMOTE CONTROL VALVES SHALL llE AOJUSTED IN ORDER THAT A UNIFORM DISTRIBUTION OF WATER IS APPLIED IJY THE SPRINKLER HEADS TO THE PLANTING AREAS FOR EACH INDIVIDUAL VAL Ve SYSTEM, F,2, QUICK COUPLING VALVES SHALL BE SET APPROXll'v1ATELY 12" FROM WALKS, CURBS, HEADERBOARDS, OR PAVED A REAS WHERL OLSIGNED, REFER TO INSTALLATION DETAIL F,3, NO CONTROL VALVES SHALL BE LOCATED lN TURF AREAS \VII HOUT PRIOR WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT, G, VALVEBOXES G,L VALVE BOXES SHALL BE SET ONE !NCH (I") ABOVE THE DESIG"IATEfJ FINlSU GRADE IN LAWN AREAS AND THREE INCHES (3") ABOVE FINISH GRADE lN GROUND COVER AREAS, G,2, VALVE BOXES ll\STALLED NEAR WALKS, CURBS, HEADERBOARDS, AND PA YING SFIALL ABUT lHOSE ITEMS , TOP SURFACE OF BOX SHALL BE FLUSH WITH ITEMS LISTED ABOVE, G3, VAi ,VE BOXES SIIALL llE INSTALLED IN SHRUB PLANTERS, NOT IN TURF AREAS WHENEVER POSSIBLE, UNLESS OTHERWISE APPROVED IN WRITING BY THE LA"IDSCArE ARCHlTECT H, AUTOMATIC CONTROLLER LOCATfON AND INSTALLATIOI\ H,L THE AUTOMATIC CONTROLLER SUALL IJE INS IALLED AT THE LOCATION SHOWN ON THE PLAN, VERIFY EXACT LOCATION OF COI\TROLLER WITH LANDSCAPE ARCHITECT PRIOR TO IN STALLATION, H,2, ALL LOCAL AND OTHER APPLICABLE CODES S1-IALL TAKE PRECEDENCE IN CONNECTING THE 120 VOLT ELECTRICAL SERVTCE TO THE C:ONTROLLcR, IRRIGA TlO"I CONTRACTOR SfL'icLL PROVIDE POWER TO CONTROLLER AN 0 SHALL COMPLETE HOOK-UP TO CONTROLLER H,3, THERE SHALL BE ADEQUATE COVER'\.GE OF SOIL (18" MINIMUM) OVER THE 24-VOLT CONTROL WIRE, INSTALL WIRE IN MAIN LINE TRENCH AND TAPE TO SIDES OF MAINLINE AT 15' INTERVALS, SEE DETAIL L CONTROL WIRE LL ALL ELECTRICAL EQUJPMENT AND WIRl'lG SHALL COMPLY WITH LOCAL AND STATL CODES AND BE INSTALLED BY THOSE SKILLED AND LICENSED IN THE TRADE LL CO"INECTING AND SPLICING OF WJRE AT THE VALVES ORIN THE FIELD SHALL RP MADE USING RAIN Il!RD PEI\-TITE CONNECTORS OR EQUAL WIRE CONI\ECTORS SHALL BE WATERPROOF AND NON-REUSEABLE, ALL SPLICES SHALL BE MADE lJSING SEALED WATERPROOF CONNECTORS, CONNECTORS SHALL HA VE A TWO PlFCE BODY, COPPER CRIMP SLEEVE, AND WATER PROOF SEALANT, J,3, THREE (3') FEET LONG PIG-TAIL WlRF SPLICES SHALL llE ALLOWED ONLY AT 1500 FT, INTERVALS, THE WIRE SPLICES SHALL RF ENCLOSED IN A VAL VE BOX WITH COVER IMPRINTED WTTH THE LETTERS 'SB', J, BACKFLOW PREVENTION UNITS J,I, THE BACKFLOW PREVENTION UNITS SHALL BE INSTAIJ,PD AS Sl-10\1/1\-0N PLANS AND DETAILS, BACKFLOW PREVENTION LNITS SHALL BE INSTATJ,ED PER LOCAL CODES INCLUDING CERTIFJCATIOI\, 9,0 OBSERVATION SEQUENCE OBSF.RV A TIONS BY Tl-IE LA~DSCAPE ARCHITECT WILL BE REQUIRED AT THE FOLLOWING TIMES: -LPOI\ I"ISTALLATTON ()[,' MAINLINE (PRIOR TO BACKFILLl'lG) FOR PRESSURE TEST -LPON INSTALLATION OF IRRIGA TION HEADS (PRIOR TO PLANTING BUT AFTER FINE GRADING) FOR COVERAGE TEST, AT THE END OF MAINTENANCE PEl(JOD, PART B JRRIGATlON SYSTEM MAINTENANCE WHEN REPAfRS TO THE SYSTEM ARE REQUIRED, IDFNTICAL l'v!ATERIALS SHOULD HE USED TO MAINTAIN SYSTEM lNTEGRITY, L IRRIGATION CONTROLLER THE IRRIGATION CONTROLLER IS DEFINED AS THE MASTER CONTROLS THAT REGULATE THE IRRlGATION PROCESS, THE SYSTEM HAS BEEN INSTALLED USING THE LATEST STATE-OF-THE-ART EQUIPMENT AVAILABLE, HOWEVER, AS WITH ANY DEVICE, THE EQ UIPMENT WILL NOT LAST FOREVER, AND COMPO"IENTS WILL NEED TO BE REPAIRED OR REPLACEO PERIODICALLY, IRRJGATION CONTROLLERS CONTROL THE TIME OF DAY AND THE r'RcQUENCY WITH WHICH THE IRRIGATION SYSTEM DISPERSES WATER; TURNING IRRIUA'IION VALVES ON A'JD OFF ACCORDING TO A WATERING SCHEDUl E WHJCII IS PROGRAMMEll INTO THE CLOCK EACH COI\TROLLER HAS A BATTERY BACK-UP; HOWEVER, TIIE SCHEDULE MAY BE LOST AS A RESCLT OF A POWER OUTAGE, CHANGING SHORT-TERM WEATHER CONDITJONS AND SEASONAL CHANGES WILL REQUIRE FlNE-TUNING THE PROGRA 11 FOR PROPER WATERING, DURING EXTENDED RAINY PERIODS, THE CONTROLLERS SHOULD RP SHUT-DOW!\ UNTIL ADDITIONAL WATER IS NEEDED IN THE LANDSCAPE AREAS, MULTlPLE IRRJGATION CYCLES SHOCLD BE USED AS NEEDED TO ALLOW EACH WAlERINU TO COMPLETELY SOAK-IN, THIS WILL REDUCE RUI\OFF Al\D WASTED WATER, MAINTENANCE REQUIRED: I. REGULAR INSrFCTIONS OF OUIUOOR CONTROLLERS TO MINIMIZE MOISTURE DAMAGE AND CORROSION REGULAR CTILCKING FOR DEAD BACK-UP BATTERY, LOOSENED CONNECTlONS, DETERIORATED WEATHERPROOFJ"IG OR CONTROLLER MOUNTI'lG HAR DWARF., I .IGHTING STRIKES COULD ALSO AFFECT THE SYSTEM, AND IT SHOULD BE CHECKED AFTER Fl ,ECTRJCAL S IORlvlS FOR ANY ADVERSE EFFECTS, 2, PERIODIC INSPECTlON OF TIME CLOCKS TO DETERlvl!NL THAT THE SCHEDULED PROGRAM IS WORKING PROPERLY AND ADJTJSTING TIIE PROGRAM FOR PROPER WATERING, 3, RESETTING TIME CLOCKS FOR DAYLIGHT SAVINGS TlME, A'ID AFTER POWER FAILURES TO RESTORE SCHEDULED PROGRAMMING, 4, MONTHLY RESETTING AND ADJUSTMENT OF EACH IRRIGATION STATlON'S RU'.! TIML IN RESPONSE TO CHANGING WEATHER CONDlTJONS AND PLANT NFFDS, CONTROLLERS SHOULD BE ADJUSTED BASED ON THE ACTUAL NEEDS OF THE PLANTS WITH ALLOWANCES FOR ADJUSTMENTS DUE TO O"I SITE CONDITIONS, 5, RAIN SHUT OFF DEVICES (IF SO EQUlPPED) SHOLLD BE CLEANED AND KEPT FREE OF DELETERIOUS '-'IA TERIALS SUCH AS LEAVES, O"I A MONTHLY BASIS, ENSURE PLA"IT MATERIA L HAS NOT GROWN OVER OR COVERED DEVICE, 6, EVENTUALLY, REPLACEMENT OF ELECTRIC TIME CLOCKS, WHEN "IEEDED, FREQUENCY: 1, FAJLURE TO INSPECT TIME CLOCKS AS NECESSARY MAY RESULT IN INADEQUATE OR OVER-WATERING WHICH, FOR EVEN A SIIORTPEIUOD OF TIME, COULD BE DISASTROUS TO SURROUNDING LANDSCAPl"IG OVER-WATERING CAN ALSO CAUSE WATER ACCUMULATION LEADING TO PLANT DEATH, PAVEMEI\T !'ALLURES AND WATERPROOFING PROBLEMS, IT IS VERY IMPORTANT TIIAT REGULAR lNSPECTIONS BE PERFORMED TO IDENTfFY ANY OVERLY -WET AREAS A ND TlfA T CORRECTIVE MHASURES BE IMPLEMENTED lM\1EDIATELY, TIME CLOCKS THAT ARE NOT PROPERLY SET MAY ALSO CAUSE WATERING DURING INAPPROPRIATE HOl/RS, IL BACKFLOW PREVENTERS BACKFLOW PREVENTERS ARE DEFINED AS A DEVICE WHOSE FUNCTION JS TO PERMANENTLY SEPARATE THE POTABLE WATER SUPPLY FROM THE IRRJGA TION SYSTEM, THE BACKFLOW Ul\lTS FOR THE PROJECT ARE THE ''ATOMOSPHERIC" TYPE, AND ARE LOCATED ON EACH HYDROZONE SYSTEM, MAINTENANCE REQUIRED: PFRfODIC INSPECTION FOR LEAKS,, PERIODIC DISCHARGE OF WATER FROM THE RELIEF VALVE JS NOT A PROBLEM, BUT AC JU ALLY THE VALVE PERFOR!'vl!NG ITS INTENDED FUNCTION, FREQUENCY: BACKFLOW PREVENTERS ARE VERY CONSrLCUOUS, AND CAN BE SPOT-CHECKED WEEKLY FOR VISIBLE LEAKS OR VANDALISM, EFFECTS OF DEFERRED MAINTENANCE: FAILURE TO INSPECT AND REPAIR BACKFLOW L'llTS ]\,IAY AFFECT NEARBY Tl/RF, TREES, AND OTHER PLA"IT LIFE, lNEFFECTIVE BACKFLOW PREVENTlON CAN ALSO CAUSE CONTAl'v!INATION OF THE DOMESTIC WATER SUPPLY, UL SPRINKLER HEADS i EMITTERS WHLLc THE SPRINKLER SYSTEM PATTERNS HAVE BEEN CHOSEN TO KEEP OVERSPRA Y OH WALLS, SWEWALKS, AND BUILDINGS, WINDY CONDITIONS, PLANT GROWTH, AND OTIIER FACTORS WJLL SOMETJMES RESULT IN ISOLATED OVERSPRA Y PROBLEMS, NOTE: WATER SHOULD BE APPLIED ONLY IN AMOUNTS TO MEET PLANT NEEDS, WITHOUT EXCESS, llECAUSE WEATHER AND GROWTH VARY BY MONTH, WATER APPLICATlON NFFDS TO BE RESET ON A MONTHLY AND SEASONAL BASlS TO REPLACE WATER LOST THROIIGH EV APOTRANSPIT(ATION WITH ALLOWANCE FOR SPECIFIC SJTE CONDITJONS, THE IRRIGATION SCHEDCLE ON THE INSTALLATION PLANS SHOULD BE USED AS AN INITIAL STARTING POINT FOR THE CONTRACTOR PACI-I IRRIGATION SYSTEM'S RUN TIME AND CYCLE SHOULD BE EVALUATED AND ADJl/STFD IN THE FIELD, MAINTENANCE REQUIRED: FREQUENT INSPECTION FOR BROKEN OR IMPROPERLY ADJUSTED SPRINKLER HEADS, CLOGGED NOZZLES OR EMTTTERS, WORN NOZZLES AND GEAR DRIVES, GRIT N SEALS OR MOVING PARTS, MOWER OR OTHER PHYSICAL DA\1AGE, AND BROKEN SPRINKLER LINES, THE RISER HEIGHT OF SPRINKLERS SHOULD BE ADJUSTED AS REQUIRED, BUT NOT TO fNTERF!oRE WITH PEDESTRIAN TRAFFIC, POP-UP TYPE SPRINKLERS SHOLLD BE ADJUSTED TO MAINJAIN THE SPRINKLER HEAD FLUSH WITH THE SURROUNDING GRADE, POP-UP TYPE SPRI'lKLERS SHOULD ALWAYS BE USED ADJACENT TO TRAFFIC AREAS, PERJOOJCALLY, El'vl!TTERS MAY NEED TO BE ADDED TO ACCO:',,NODATE FUTURE PLANT GROWTH, APPROPRIATE CORRECTlVE YIEASURES SHOULD BE MADE IMMEDIATELY TO CORRECT ANY OF THESE PROBl ,FMS AND ENSURE APPROPRIATE COVERAGE IN ALL AREAS, PREVENT OVER WATERING, A ND MINIMIZE ANY OVERSPRA Y, AFTER ANY IRRIGATIO"I REPAIR, PIPING SHOULD BE FUJSHFl1 AND RETESTEO FOR PROPER FUNCTION AND ADEQUATE COVERAGE, REGULAR INSPECTIONS SHOULD BE PERFORMED TO MONTTOR THE A MOUNT OF WATER BEING APPLIED, AND CORRECTIVE MEASURES TAKEN, IF l\ECESSARY FREQUENCY: 11\SPECTIO"I AND APPROPRIATE ADJUSTMENTS OF SPRINKLERS TO ASSURE ADEQUATE COVERAGE Al\D PREVENT OVERSPRA Y SHOULD BE 001\E A Ml](JMUM OF ONCE A WEEK, MORE FREQUENTLY DU.RING THE DRYER, WARMER SEASONS, EFFECTS OF DEFERRED MAINTENANCE: FAILllRE TO INSrFCT, REPLACE, ANO ADJ US I' SPRINKLER SYSTEM COMPONENTS MAY RESULT IN INADEQUATE OR SURPLUS IV ATER SUPPLY TO AFFECTED AREAS, AFFECTII\G NEARBY TURF, TREES, AND OTHERPLANTLLPE OVER WATERING MAY EVENTUALLY LEAD TO SOIL EROSION, ANn COULD EfFECT NEARBY STRUCTURES AND/OR HARDSCAPE SURFACES, OLIVENHAIN MUNICIPAL WATER DISTRICT DEVELOPERS NAME: WOODSIDE 05S LP . ON-SITE RECYCLED WATER IRRIGATION SYSTEM REVIEW ADDRESS: 1250 CORONA POINTE COURT, SUITE 500 CORONA CA 92879 BY: Exoiration Date: w-io-2024 --------DATE: -------Sean P. Peterson, Cross-connection Control Specialist NOTE: SIGNATURE EXPIRES 1 YEAR AFTER DATE TELEPHONE: (760) 535-2333 DATE PLAN PREPARED: JANUARY 26 2023 BY: SJA INC, DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION IV, VALVES MAINTENANCE REQUIRED: REGULAR INSPECTION OF VALVES TO VERIFY THAT THEY ARF OPERATING C:ORRECILY, CHECKJNG FOR DIAPHRAGM OR SEAT WEAR, STICKING SOLENOIDS OR DfAPI-mAGM, CORROSION OF \\1RE CONNECTIONS, CLOGGED SCREENS AND ORIFICES, A ND DEBRIS OR STONES LODGED UNDER THE DIAPHRAGM, REPAIR AND/OR REPLACEMFI\T AS NECESSARY, REY!OTU CONTROL VALVES l'v!AY HAVE ASSOCIATED UNIONS AND ISOLATTON VALVES, THESE SIIOULD ALSO HE CHECKED PERIODICALLY FOR LEAKAGE OR DAMAGE, FREQUENCY: VALVES SHOUID BE l'v!ANL"ALL Y Ol'LRATED Al\-D VISUALLY INSPECTED AT LEAST ONCE PER MONTH, A MORE THOROUGH INSPECIION OF ALL VALVES SHOULD BE PERFORMED AT LEAST ONCE A YEAR WfTH REPAIRS OR REPLACbMENT DONE AS SOON AS ANY MALFUNCTION IS DETECTED, TlllS SAME FREQUENCY Of INSPECTION SHOULD BE APPLIED TO THE BALL OR GATE VALVES LOCATED THROUUHOUT THE SYSTEM, EFFECTS OF DEFERRED MAINTENANCE: AS THE REMOTE CONTROL VALVES CONTROL THE DISBURSEMENT or WATER, REPAIRS THAT ARE NOT ATTENDED TO IMMEDIATELY COULD RESJlLT IN LONG TERM DAMAUE TO LA"IDSCAPING IN THE AFFECTED AREAS, V, IRRIGATION PIPE, MAINTbNANCE REQUlRED: THE lRRIUATION SUPPLY AND LATERAL PIPES ARE PLASTIC (PVC), IF"IOT DISTURBED BY; TRENCHJNU OR DIGGING, MINIMAL 0'.IGOING MAINTENANCE SHOULD BE REQUIRED, ON OCCASION, SOY!E REPAIRS MAY NEED TO BE DO"IE TO MAINTAIN THE INTEGRITY OF THE SYSTEM AND AN OCCASIONAL l"ISPECTION OF PORTIONS OF TH E SYSTEM IS RECOMMENDED, REPAIRS SHOULD BE MADE WITH IDENTICAL MATERIALS, FREQUENCY: IF REPAIRS ARE REQUIRED, THEY SHOULD RF 110NE IMMEDIATLLY, EFFECTS OF DEFERRED MAINTENANCE: AS WITH OTHER COMPONENTS OF THE IRRIGATION SYSTEM, REPAIRS THAT ARE NOT ATTENDED TO IMl'vlEDIATELY COULD RESULT IN LONG TERM DAMAGE TO LAWN A ND PLANT LfFE lN THE AFFECTED AREAS, - END OF SECTION - APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUD ING PRECISE LOCATION OF PLANTING AREA S J H la1tdscr:ip, arc·hilecri,re /"nd p/;,11ni11g 7859 Sltio Cooo Carlsbad Ca, 92009 www sja,11c com COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION JENNA LEPORE ENVIRONMENTAL HEALTH SPECIALIST "AS BUil T" TITLE REVIEWED BY: INSPECTOR DATE DATE DATE IV OLIVENHAIN MUNICIPAL WATER DISTRICT c- DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CITY OF CARLSBAD SHEET 23 PLANNING DIVISION PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: LA COSTA TOWN SQUARE PARCEL 3 IRRIGATION SPECIFICATIONS APPROVED ~t}/ ~ I "' I z_q 1~., DATE PLANNING DRWN BY, ' KC/HH PROJECT NO, IDRA'MNG NO, LPC-2022-0030 1536-1 L CHCKD BY: RJ/ML AMEND 20170-0012 ~ le, " ' .,, N N ' IC .\ DIGA l ~-·-~-· I .... _, ------ . 1----•. I --·· RT DIAL TOLL FREE 1 • 800 • 422 • 4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ,,,,::--- I NEW BASIN PLANTING AT _J EXISTING BASIN, FIELD VERIFY EXISTING CONDITIONS. BASIN IS LINED, SECTION D NOTE: R.O.W FOR PLANTING ON EXISTING SLOPE SEE STANDARD NOTE #1 AND 2 ON SHEET 27 SIGHT LINE, PER CIVIL DATE 20' INITIAL ANY DEAD, DAMAGED OR MISSING TREES WITHIN THE ROW ON LA COSTA A VENUE SHALL BE REPLACED PER DWG 4 74-7L DESIGNER OF WORK 1 0 GRAPHIC SCALE 20' SCALE 1" = 20' REVISION DESCRIPTION 60' DAIT KEY MAP - N.T.S. PLANTING LEGEND BOTANICAL NAME TREES CHrTALPA TASHKENTENSlS JACAR,\NDA IVIIMOS!FOLJA LAGERSTROEM!A ll'<DICA 'NATCHEZ' T LOPHOSn,MON CONFERTUS ~◊ + PHOENIX DACTYL!FERA 'MEDJOOL' PINUS HALEPENSIS QUERCUS AGRlFOLIA INITIAL EX ~ 0 tl&YJ r&'88'8 (±) rm ~ EXISTl!<G TREE TO REMAIN SHRUBS ACACL-\ COGNATA 'COUSIN ITT' AGAVE BLUE FLAME ALOE BLUE ELF BOCGAINVlLLEA 'LA JOLLA' CALLISIE\,,lON 'LITTLE JOHN' DIANELLA REVOLUT A 'LITTLE REV' LANTANA MONTEVIDENSIS LAURUS NOBILIS 'LITTLE RAGU', 'MONRIK' LIGUSTRUM JAPONICL\1 TEXANIJM SALVIA CLEVELAND TT 'WTNNTFRF.D GTLMAN' WESTRTNGTA FRUTJCOSA "MORNING LIGHT WESTRINGIA FRUTICOSA MUND! BIORETENTION PLANTING JLNCUS PATENS ROSA CALIFORNICA VTh"ES CL YTOSTOMA CALLISTEGIOIDES MARATHON II MLLCH ONLY AREA -TBS * SEE SHEET 27 FOR COMPLETE PLANTING LEGEND S J R /ar.d,~ape ;;irc·hilec·t11re !!/nd pl1nu1111g 7859 Sitio Coco Carlsbad Ca. 92009 TEL94 ,l27G f,500IU,X9~'l2"//, GiOC 4 ., " .,juinc·. cum NOTE: ALL TREES LOCATED WITHIN A VEHICULAR SIGHT LINE MUST HAVE ALL LIMBS REMOVbD TO A HEIGHT OF 6 FEET ABOVE THE ADJACENT TOP OF CURB. APPRO VEO FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DAIT CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA TOWN SQUARE PARCEL 3 PLANTING PLAN I APPROVED:.~ a1q.,..__ <Rfvi/:u, PLANNING DATE INITIAL OWN BY: v /µu PROJECT NO. DRAWING NO, CHKD BY: H,l°L:MI LPC-2022-0030 536-1 L H,ILMI c I " c RVWD BY: AMEND2017-0012 OTHER APPROVAL CITY APPROVAL > L ________ E~xl!!ir~a~t~io~n!....!D~a~t~e~:~0~0-~"2':::"'::''ccJ. ________ _ L __________________________ _L ________ .l_ ________ _L __________________________________ _J" :,; DIG RT DIAL TOLL FREE 1-600-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SIGHT LINE, PER CIVIL ~ i'\ .. / -=-~---"' + .. ~-.f--:( l·· '+ a . / l NOTE: AKY DEAD, DAMAGED OR MISSIKG TREES \VITHIN THE RO\V ON LA COSTA A VENUE SHALL BE REPLACED PER DWG 474-7L FOR PLANTING ON EXISTING SLOPE SEE STANDARD NOTE #1 AND 2 ON SHEET 27 GRAPHIC SCALE 20' 0 20' 60' KEY MAP -N.T.S. PLANTING LEGEND BOTANICAL NAME TREES CHITALPA TASHKENTENSIS JACARAKDA tvllMOSIFOLIA LAGERSTROEM[A INDICA 'NATCHEZ' T LOPI-IOSTEMON CONPERTUS PHOENIX DACTYLIFERA 'MEDJOOL' PINUS HALEPENSIS ~o + QUERCUS AGR!FOLIA EX ~ 0 G\M ~ (B tID§l ~ t_J_a ~ ~q ~ EXISTU\G TREE TO REMAIN SHRUBS ACACIA COGNAJA 'COUSIN !IT AUA VE BLCE FLAME ALOE BLUE ELF BOLGAINVILLEA 'LA JOLLA' CALLISIE'v!ON 'LITTLE JOHN' DIANELLA REVOLUTA 'LITTLE REV' LANTANA MONTEVJDENS[S LAURUS NOBlLIS 'LITTLE RAGU', 'MONRIK' LIGUSTRUM JAPONICUM TEXANCM SA.L VIA CLEVELAND II 'WINNlFRED Gll .\fAN' WESTRINGIA FRIJTTCOSA 'MORNING LIGHT' WESTRINGTA FRUTICOSA MLINDI BIORRTR'HION PLANTING .lUNCUS PATENS ROSA CALIFORNICA VINES CL YTOSTOMA CALLISTEGIOIDES I I MARATHON 11 I MULCH ONLY AREA -TBS * SEE SHEET 27 FOR COMPJ ,ETE PLANTING LEGEND S J R f,.,ndsc·a1,e arl·h ,el'flcee Ian oi p!unrrillg 7859 Sitio Coco Carlsbad Ca: 92009 NOTE: ALL TREES LOCATED WITHIN A VEHICULAR SIGHT LINE MUST HA VE ALL LIMBS REMOVED TO A HEIGHT OF 6 FEET ABOVE THE ADJACENT TOP OF CURB. APPRO VEO FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BU I LT" RCE __ _ EXP. ____ _ DATE '" ~ '" ~ u 9 ,,; I-R_E_V_I-EW-ED_B_Y_:---------------1~ ~ TEL9-19276 '>500 IFAX9~9 276 6505 www.s_1a!r1c.c v,., ~ SCALE: 1" = 20' e< rt-=====4=====+:2I1 ==================================~=====r=====t=====r=====ir.:==:::::;-;:I N=S=P=E=C=T=O=R============D=A=T=E==-1§ i------t--t------------+----+--+---------j-----l I SH2E5ET 11 CITY OF CARLSBAD ~ . PLANNING DIVISION ,, ~LAN=:;::D=s=c=AP-'::::E===IM::P::::R=o==VE::::::::M=EN::T:::::::P=L::A::N::S=F::O=R::: ======= ! LA COSTA TOWN SQUARE PARCEL 3 PLANTING PLAN e 1l 0 0 " t---+--+---------------1--+--+----l-----l I APPROVED~ o(C] ....... .PLANNING V ~ DATE INITIAL DATE INITIAL DATE INITIAL DRAWING NO. 8 N DESIGNER OF WORK REVISION DESCRIPTION 536-1 L r ' DI l ,i/4 ;9~ ''J' ' RT ,,, ' f ·~, ~ ~. DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TWO DAYS BEFORE YDU DIG UNDERGROUND SERVICE ALERT OF SOUTI,ERN CALIFORNIA 1 / ~ / / / • • 1 6 NOTE: ANY DEAD, DAMAGED OR MISSING TREES WITHIN THE ROW ON LA COSTA A VENUE SHALL BE REPLACED PER DWG 474-7L • 20' : \ \ ! KEY MAP -N.T.S. PLANTING LEGEND ~ 0 ~ p;o:o] ..,,,,.,.,,.,.. BOTANICAL NAJvIE TREES CHITALPA TASHKENTENSlS JACARAI\DA lvllMOSIFOLIA LAGERSTROEMIA INDICA 'NATCHEZ' LOPHOSJEMON CONFERTLS PHOENIX DACTYLIFERA 'MED.IOOL' PINUS HALEPENSIS QUERCUS AGRIFOLIA EXISTil'G TREE TO REMAIN SHRUBS ACACIA COGNATA 'COLSIN LTJ' AGAVE BLUE FLAME ALOE BLUE ELF BOUGAINVILLEA 'LA JOLLA' CALLISTEMON 'LITTLE JOHN' DIANELLA REVOLUTA 'UTTLE REV' LANTANA MONTEVJDENSIS LAURUS NOBJLIS 'LITTI.E RAGU', 'MONRTK' LTGUSTRUM .IAPONICU:\f IEXANUM SALVIA CLEVELANDII 'WINNIFRED GILMAN' WESTRINGIA FRUIICOSA 'MORl\lNG LIGHT' WESIRINGIA FRUTJCOSA MUND! BIORETENTION PLANTING JUNCUS PAIE\IS ROSA CAL!fORNICA VINES CL YTOSTOMA CALLISTEGIOIDES MARATHON II MULCH ONLY AREA -TBS * SEE SHEET 27 FOR COl\1PLETE PLANTING LEGEND R PLANTING ON EXISTING S OPE SEE STANDARD NOTE #1 AND 2 ON SHEET 27 NOTE: ALL TREES LOCATED \VITHIN A VEHlCULAR SIGHT LINE Jv!UST HAVE ALL LIMBS REMOVED TO A HEIGHT OF 6 FEET ABOVE THE ADJACENT TOP OF CURB. R.O .W APPROVED FOR /RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. I GRAPHIC SCALE 0 20' SCALE 1" = 20 ' 60' S J R /ar.ds~ape arc·h,teoture land plann,ng 7859 Sitto Coco Carlsbad Ca. 92009 TEL94ol2'i6 6500 jf4.X94'l2H 6500 "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD t----+---+-1--------------+--+--+----l-----l l SH2E6ETII _ PLANNING DIVISION :;::;:;::::::::'..,':::::::=:::::::::::::::==:::::========::::::::::::::========:::::'. LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA TOWN SQUARE PARCEL 3 PLANTING PLAN r--+--+--------------!--+--+----l------11 APPROVED:~ i~ PLANNIN G ~ DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: I( /UU PROJECT NO. DRAWING NO. CHKD BY: f>.I L'.MI C LPC-2022-0030 536-1 L RVWD BY: f>,ILMI AMEND 2017-0012 DESIGNER REVISION DESCRIPTION Ex iration Date· cc-ss.,oes OF WORK OTHER APPROVAL CITY APPROVAL ; L--------=-~~~~~'-"'"====L ________ J. __________________________ _J....:_ ___ .::_ ________ __:_J __ ---___ :.._ __ :..___::_JL.'.==::'.:::::'.'.::==:::::::=::::._,'.:::'.:~~'.:':'.'.'.'.:::'.'.'.:'.'.::'.:::::::'.:'.:'.'.::'.:;'.:::=::..'.=======::'..J:e r SLOPE PLANTING NOTE: EROSION CONTROL PLANTING NOTES MEASURESSTANDARDS #lAND #2ARE I. CONTRACTOR SHALL NOTIFY THE LANDSC/\PE ARCHITECT OF SlTE CONDTTIONS WHICH PLANTING LEGEND REQUIRED BY THE CITY. SEE NOTES ON THIS PREVENT INSTALL ATION PFR Pl ,ANS AND SPECIFICATIONS. CO'\JTRACTOR SHALL NOT PROCEED WlTH WORK PRIOR TO CLARIFICATION BY LANDSCAPE AKCHJTECT OR CJTY BOTANICAL NAl\1E COMivlON NAl\1E SIZE QTY WUCOLS INSPECTOK. SHEET 2. CONTRACTOR SHALL BE LIABLE FOR REMOVIKG AND RE-INSTALLING IRRIGATION TREES EQUIP\1ENT, A'\/D REPLANTING AREAS WHICH ARE NOT INSTALLED PFR Pl .AN AND 4-@, ClllTALPA TASHKENTENSIS CHIIALPA 36" BOX, STANDARD 28 L SPECIFICATIONS. t , > - • ' ' STANDARD #1 JACARANDA MIMOSlfOLIA JACAKANDA 48" BOX, LOW B~!\NCH J. REPER TO PLANTING SPECIFICATJONS FOR INSPECTION/CEKTIFJCATION SCHEDULE. ' -• . -. ~ . 14 M > •· ., ' ., • t ., • , 4. IRRIGATION SYSTEM SHALL BE INSTALLED PRIOR TO PLANT MATERIALS. • <· ., ' -, l ·l , .. . ' ' . EROSION CONTROL J\,1ATTING □ LAGERSTROEMIA INDfCA 'NATCIIEZ' NATCHEZ CRAPE MYRTLE 24" BOX, STANDARD 35 M 5. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUT NOT ' , . ' ' ' ' -· , ' ... T LOPHOSTEMON CONFERTUS BRISBANE BOX 24" BOX, STANDARD 37 M BEFORE IRRfGATION COVERAGF TEST NO. l HAS BEEN APPROVED, (SEE SPECfFICATIONS). ' ' ' .,, , . . ,, , . ' ~ . . . ~efJ> 6 . PLACE TREES BETWEEN IRRIGATION HEADS WHEREVER POSSIBLE. • + • ·I > • • t '. • STANDARD #2 PIIOENIX DACTYLIFEKA 'MEDJOOL' DATE PALM 16' BTH . ' .. , ' ' 13 L ' ' ' > < -r t 7. AfTER ROUGH G~WINU, SOlL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON ' . . ., ·-' , ' • + ' ; ' .• ' • ~ • i ~ MYOPORUMPARVlFOLIUM SHALL BE PLANTED 12" O.C. FROM PINUS HALEPEl\SIS ALEPPO PINE 24" BOX, STANDARD 9 L THE SITE TO REPRESENT A'\/ ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST ., . ' ' . ' , . ' . . , ... ' , ' ~ FLATS PER EROSION CONTROL + QUERCUS AGRIFOLIA COAST LIVE OAK 24" BOX, LOW B=CH 18 [, SHALL BE PERFORJ,IED BY A SOIL TESTING LABORATORY (PRE-APPROVED RY THE ClTY). • t , , ~ •. , .. • ' • 4 ,. , , - , ' THE TEST SHALL INDICATE RUT NOT BE LIMITED TO THE FOLLOWING: , . . ' ' ' ·) -• NOTES (STANDARD #2) EXIST ING TREE TO REMAIN ' ~ + ·• ~ '" • EX IJllOl'ECl 1N PLACE ' . . ' ' ·-A. ORGANIC tv!ATTER CONTENT SHRUBS ll. N,P, K ~ ACACIA COGNATA 'COUSIN !TT' RIVER WATTLE 5 GAL.@ 48" O.C. ASREQ'D M C. PH REQUIRED EROSION CONTROL MEASURES AGAVE BLUE FLAME BLUE FLAME AGAVE D. EC 15 UAL. 15 L E. SOIL TEXTURE (SILT, CLAY, SAND) 0 ALOE BLUE ELF BLUE ELF ALOE I GAL. (!ll l 8" 0 .C. 2.222 L r. RECOMMENDATIONS FOR .AMEl\DMEN'J"S, LEACHING, AND MAINTE'\/ANCE 1. SLOPES 6:1 OR STEEPER REQUJRING EROSINO CONTROL MEASURE AS E;:t&2;I BOUGAfl\'VILLEA 'LA JOLLA' BOU G Al"JVILLEA 5 UAL.@ 60"0 .C. ASREQ'D J, FERTILIZATIONS. SPECIFIED HEREIN SHALL BE TREATED 'N1TH ONE OR MORE OF THE THE RESULTS ANDRECOM\1ENDATIONS OF THE SOIL TESTIJ\G LABORATORY SHALL BE FOLL WING PLANTING STANDARDS: ~ CALLISTEMON 'LITTLE JOHK' DWARF CALLISTEMON 5 UAL.@ 48" O.C. AS R.EQ'D L SUB.\1ITTED TO AND APPROVED BY THE CITY. THF. APPROVED RECOMMENDATIO'\JS FOR (±) DIA NELLA REVOLUTA 'LITTLE REV' LITTLE REV FLAX LILLY 1 GA L. @ 24" O.C. 2,532 L AMENDMENTS ,AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS A, STANDARD #I -COVER CROP/REIKFORCED STRAW MATTING: PRIOR TO THE START OF CONSTKUCTION AND SHALL BECOME PART OF THE APPROVED A.A. COVER CROP SHALL BE A SEED MTX TYPICA LT ,Y MADE UP OF rm LANTANA MONTEVIDENSIS PURPLE LANTANA 1 GAL. @ 72" 0 .C. ASREQ'D L PLANS.THE COST OF TESTING SHALL BE INCLUDED IN THE CONTRACTOR'S BID. QUICK GERMIN ATING AND FAST COVERTNG GRASSES, I LAURUS NOBILIS 'LITTLE AAGU', 'MONR[K' LITTLE AAGU SWEET BAY 15 GAL. @ 72" O.C. ASREQ'D L 8, THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERSEDE THE SOIL CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED PREPARATION AND BACKFILL tvTTX SPECIFICATIONS (SEE SPECIFICATIONS). TIIE UGUSTRUM JAPO"l!CUM TEXANLM W AXLEAF PRIVET 15 GAL. 282 M CONTRACTOR SHALL SUBMIT A COPY Of ALL SOILS REPORTS TO THE LANDSCAPE MlX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER SALVIA CLEVELANDII 'WINNTFR.ELJ GILMAN' BLUE SAGE 5 GAL.@ 48" O.C. ASREQ'D L ARC! IITECT PRIOR TO MODIFICATION OF THESE SPECIFICATJONS. CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT l@"/4?J 9. SHREDDED MULCH INSTALLATION: INSTALL A 3" LA YER OF SHREDDED MULCH IN ALL TO PRIVIDE 90% COVERAGE \VITH THIRTY (30) DAYS. WESTRINGIA FRUTrCOSA 'MORNING LIGHT' COAST ROSEl\,IARY 5 GAL.@ 42 " O.C. ASREQ'D L SHRUB AND GROUNDCOVER AREAS UNLESS OTHER.WISE lNDICATED ON PLANS . A.B. TYPE OF REINFORCE STRAW MATTING SHALL BE AS APPROVED p:(l;o;,i WESTRJNUIA FKUTICOSA MUND! LOW COAST ROSE\1ARY 5 GAL.@ 48 " O.C. AS REQ'D L 10. CONTRACTOR JS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED DAMAGED LANDSCAPE AREAS BEYOND THE LIMJT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION Al\D/OR HIS SUB-CO"JTRACTOR. REPLACEMENT BY THE MANCF ACTURER. BfORETENTION PLANTIJ\"G ITEMS SHALL BE EXACT DCPLICATES OF ORIGINAL WORK OR PL/INTS, UNLESS A.C. REINFORCED STRA \V MATTING SHALL BE REQUIRED WHEN I>:-:. l JUNCUS PATENS CALJF. GRAY RUSH 1 GAL @24" O.C. ASREQ'D L OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. PLAKTING OCCURS BETWEEN AUGUST 15 AKO APRlL 15. THE 11. WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF INSTALL CONCREIE COVER CROP AND/OR REINFORCED STRA \V MAT SHA LL BE ROSA CALIFORNICA CALIF. WILD ROSE SGAL MOWSTRIP OR HEADERHOAKD AS INDICATED ON DAAWINGS. USED THE REMAINDER OF THE YEAR, ~ VINES 12. CLEAN-UP SHALL TAKE PLACE ON A DAfLY BASIS UNLESS OTHERWISE APPROVED BY CL YTOSTOMA CALLI STEGIOTDES LAVENDER TRUMPET VINE 5 GAL. @ 72" O.C. THE OWNER'S REPRESENTATIVE. 54 M 13. WEED ABATEMENT: AFTER EARTHWORK, INSTALLATION OF IRRIGATION SYSTEM, AND B. STANDARD #2 -GROUND COVER: !c>:;;F::~d SOIL PREPARATION, BUT PRIOR TO PLANTING, PERFORM WEED ABAIHvlcNT PROURAl\1 B.A. ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE f ,,.,,, I MARATHONll Sod ASREQ'D TO ALL PLANTING AKcAS AS FOLLOWS: -H PLANTED WITH A GROUND COVER KNOWN TO HAVE .• •;<'~/·.::;-' 13.1. APPLY SULFATE OF AMMONIA AT THE RATE OF 5 LBS. PER 1,000 SQ. FT. TO ALL AREAS EXCELLENT SOIL BINIDNG CHARACTERISTICS (PLANTED FRO:V1 MULCH ONLY AREA -TRS --ASREQ'D -TO BE PLANTED. 13.2. KEEP AREA MOIST BY REGULAR IRRIGATION FOR A PERfOD or TWO (2) WEEKS TO A MTNT\-IUM SIZE OF FLATTED MATERIAL AND SPACED TO GERMINATE EXISTING WEED SEEDS. PROVIDE FULL COVERAGE WITHIN ONE (1) YEAR. 13.3. AT Tl-I E END OF TWO WEEKS, APPLY 'ROUND UP' OR EQUAL SYSTEMIC BICIDE. DO NOT IRRJGATE WITH!'\/ SIX (6) HOURS AF TER APPLICATIOK. REFER TO MFG. C. STANDARD #3 -LOW SHRUBS: SPECIFICATIONS FOR PERIOD OF TIME REQUIRED FROM TIME OF APPLICATION TO C.A. LOW SPREADING WOODY SHRUBS (PLANTED FROM A :V1INIMUM TIME OF PLA NTl'\/G. AFTER COMPLETE WE ED KILL, REMOVE ALL \\/"EED RESIDUE AND TOP GROWTH AND DISPOSE OF IN A LEGAL tv!ANNEK. FO 1 GALLON SIZED CONTAINERS) SHALL COVER A MINIMUM 13.4. AL L HEKBIC IDES SHALL BE APPLIED ONLY BY A CALIFORJ\IA LICE'\/SED APPLICATOR. OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE NO HERBICIDES SHALL BE APPLIED WITHOCT FIRST OBTA INING WRITTEN APPROVAL SIZE). FROM THE LANDSCAPE ARCHlTF.CT AND/OR CITY INSPECTOR. 14. CONTRACTOR SHALL BE RESPONSIBLE FOK Tl-IE l.\lSTALLATION OF ALL PLANT MATERIAL u. STANDARD #4 -TREES AND/OR LARGE SHRUBS: JNJ)[CATED ON PLANS. QUANTJTIES INDICATED ON PLAN ARE FOR ESTIMATION PCRPOSES ONLY. D.A. TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FOR A 15. CARE SHALL BET AKEN TO A VOID BLOCKING VTEW LTNES OF FXISTING RES[DEJ\TIAL MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF LOTS WITH NEW TREE PLA'\/TING. ONE (I) PER T\VO HUNDRED (200) SQUARE FEET. 16. TREES WlTIIIN 5' Of PAVING SHALL HAVE ROOT i!ARRJERS INS J'ALLED PER tv!AN UF. SPEClt ICATIOI\S. ROOT BARRIER SHALL BE DEEP ROOT 'ROOT BAR.ICADE' MODEL UB24-2 2. SLOPES 6:1 OR STEEPER AND: NEW STATE M\VELO NOTES: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJCENT TO PUBLIC l. FOR.LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC WALKS OR STREETS REQUIRE A :VIINIMUM OF STANDARD #I YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A B. 3'-8' IN VERTICAL HEIGHT REQUIRE STAKDARDS #1 (EROSION DEPTH OF SIX !!\CHES INTO THE SOIL. SOILS WJTH GR.EATER TllAN 6% ORGAMC MATTER IN THE TOP 6 fNCl[ES or SOIL ARE E:\.'EMPTFROM ADDING COMPOS I AND TILLING. CONTROL MATTING SHALL BE INSTALLED !J\' LIEU Of A COVER ' PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRA..\ISFORMED TO L. CROP), #2 AND #3. A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES C. IN EXCESS OF 8' IN VERTICAL HEIGHT .REQUIRE STANDARDS #1 NEED MEET THE REQUIREMENT OF THIS SECTION. (EROSION CONTROL MATTING SHALL BE INSTALLED TN LIEU OF A 3. PLEASE ADD THE FOLLOWING "JOTF. PER THF NFW STATE MWELO: Tl-IE APPLICATION or ORGAN[C MULCH MATERJALS MADE FROM RECYCLED OR POST-CONSID,!ER .\1.ATER!ALS COVER CROP), #2, µ3 AND #4. SIIALL TAKE PRECEDENCE OVER D!ORGANIC MAIERJALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AV ALLABLE . 3. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER NOTE: CROP) \VJTH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE ALL SLOPE PLANTING MUST .\1EET THE REQUIREYIENTS OF THE LANDSCAPE MANUAL, AND OF THE FOLLOWING CONDITIONS: THAT GROUKD COVER PLANTING ON SLOPES, WHERE REQUIRED, SHOULD BE UNDERPLANTED A. SHEET GRADED PADS KOT SCHEDULED FOR IMPROVEMENTS BENEATH TALLER UPGIGHT SHRUB OR TREE PLA'\/TING. WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY C. IDENTIFIED BY THE CITY AS HIGHLY VISABLE AREAS TO THE PUBLIC OR HA VE SPECIAL CONDITIONS THAT WARRANT APPROVED FOR IMMEDIATE TREATMENT. /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING s J R AREA . "AS BU il T" 0 i> Q lands c.·are 11r~h/1er1ur~ '" ~ !LJud p lanning f-, NOTE: u ..l ALL TREES LOCATED \VTTHTN A 7859 Sitio Coco RCE EXP. DATE 6 Carlsbad Ca. 92009 y VEHICULAR SIGHT LINE MUST HAVE ALL ~-TEL 9,19 216 6500.IF,\X 9;9 216 G505 ..l REVIE WED BY: '" LIMBS REMOVED TO A HEIGHT OF 6 FEET www ,·;a11,c.cam u ABOVE THE ADJACENT TOP OF CURB. ::i '" lf., f-, INSP ECTOR DATE -< f-, If\ ~ I s27T II CITY OF CARLSBAD I~ PLANN ING DIVIS ION :, LANDSCAPE IMPROVEMENT PLANS FOR: ,c :,: ~ C LA COSTA TOWN SQUARE PARCEL 3 1cc fflj\..'i-\!SCA~' ,9' 1:-: " -'-'! • '.fc PLANTING LEGEND AND NOTES •C:::. f-~ • ,fl -e. I APPROVE~d:L-0/~ I~ '-<, ,c; '-' '"' r,,fztfzq -'"' ~ Y il_~ATUIU'. ~1 EXP. 913Q/2•1 * ".",\ 5-28-24 ,1,-:::, PLANN ING ~ ,;;,. "" Le_:,~ OWN BY: I PROJECT NO. DRAWING NO. " Of CA\,\\ DATE INITIAL DATE INITIAL DATE INITI AL CHK D BY: R,l(MI LPC-2022-0030 REVISION DESCRIPTION 536-1 L ~ DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: R,l(MI AMEND2017-0012 la Ex~ iration Date: o<:·-3:i-2024 ' ,~ C F 1-1 'I LEGEND CD BOTTOIV1 OF FIRST VIABLE PETIOLE (2,'1 BOTTOM OF "PINEAPPLE" ,_,, (J1 FINISH GRADE 'C_,; NOTES: A. PALM HEIGHT FOR NURSERY'S IS NORMALLY MEASURED TO THE HEART LEAf. fOR THE PURPOSES OF THIS PROJECT, BROWN TRlJNK HEIGHT Vv1LL BE IVIEASURED AS SHO\VN ABOVE. PALMBTH PALM ------....,j y, ,,;/~-,----------, 11 /.' ---..__ _ _.,/ ,,;.::/ j .) _/ r• Cl II II,~,,,-~-----,~ : _,.._ ' , , --~ • ,. ~, .,...., . - • J LEGEND c;• '11 1v;, ,,. '~>,~Il l~~, G) PALM TRUNK '--! I: ' -I ~/ /'C') :'=.' 111,•Jx'.'> ',,'> ~-> ---11 I (-4'1 '~-FINISH GRADE 1, ,, , , <X 1, 1'· '-./ ,-\ (3) PALM ROOT BALL ' '' y Av <c (5', ~DD Do; -~ __ , (4'1 'A' ASHED PLASTER SAND BACKFILL = 'k--;c-. -~,/x 'x; ?xxx'(:: x:: "J "°58 ,-"y x/'xxx~xx (s) NATIVE SOIL ,.-.,p ,, o o o 00 ° 0 ° :;,I: \.,oVOvoO i (Gi 3/4" WASHED CRUSHED AGGREGATE O O -0 I I ' '' 11 I .v -<--- . _, I ---= I -- (j) 2" lVIULCH IN PLANTER BED @) • 48 .. DIAVIET~~,- (!) 8" DIA. X 6' DEEP ORA VEL FILLED SUMP , 8 I ,_,.- NOTES: A ALL PALMS SHALL BE TRIMMED & TIED PRIOR TO PLANTING, LEAVE TIED 30 DAYS MIN. B. TRIIVIlVIED PALM TO HA VE 6-8 FRONDS IV1AX. C. UPON INSTALLATION REPRESENTATIVES Of THE CITY, THE LANDSCAPE ARCHITECT, AND THE LANDSCAPE CONTRACTOR SHALL DETERMINE IF PALMS REQUIRE GUYING D. INSTALL 8" DIA BY 6' DEEP AUGER SUMP & FILL W/ AGGREGATE !'>/ST ALL BREATHER TUDES 0:-1 ALL TREES* PER THE FOLLOW1NG SCHEDULE: 15GALLO:-I (1)-3" 24" BOX (2) -3" 36" BOX (2) -4" 48" BOX (31 -4" 60" BOX OR LARGER (4)-4" B&BPALMS (4)-4" LEGEND (!) NDS SLOTTED GRATE-PIPE SIZE ATTACHED -WISS. MACH. SCREWS (2 REQUIRED) (2) FINISH GRADE (3) DUCT TAPE OVER HOLES WITHIN 6" -OF FINISH GRADE /4) RIGlD PERFORATED SMOOTH\V ALL HAN CORE '-._, PIPE. SEE SCHEDULE FOR SIZE AND NUMBER PER PLANT. (5) "DRAINGARD" SOCK ~ BACKFILL MIX PER SPECIFICATIONS (j)_ROOTBALL I 8 ) BREATHER TUBE TO EXTEND TO 6" '-..::.-, PAST FULL DEPTH OF PLANTING HOLE. BREATHER TUBE _l B E G -• ◊ \VIND J - LEGEND Ci) CINCH TIE --INSTALL PER INSTRUCTIONS USING(!) STRAP PER STAKE SECURE TO STAKE PER l\1ANUF.'S RECOIVIIVIENDATIONS. PLACE BELOW BRANCH YOKE OF TREE. r, l 2) 8' LODGEPOLE PINE STAKES G) BREATHER TUBE-SEE DETAIL X, THIS SHEET G) BACKFILL MIX PER SPECIFICATIONS 0 4" BERM FOR TEMPORARY WATERING Ci) MULCH -\VHERE APPLICABLE IN PLANTER BEDS (~7) PLANT PIT: 2 TIMES WIDTH OF ROOT BALL ® NATIVE SOIL (9', TRUNK GUARD IN TURF AREAS ,_/ J_~ PLANT TABS PERIVIANUFACTURERS RECOMENDATIONS NOTES: A. INSTALL ROOT BARRlFRS ON TREES PLAKTED WITHIN 5' OF ANY STRUCTURE OR I-IARDSCAPE. B. ROOT CROWN TO BE SET 2" -3" ABOVE ORIGINAL FINISH GRADE • .. / LEGEND ,, ' U)MULCH ~ ( 2 I 3" BERM TO FORM DEPRESSED WATERING BASIN ._,, (j) PLANT TABS PER lV1ANAFACTURER'S RECOIV11\1ENDATIONS r, (4) BACKFILL MIX PER SPECifICA TIONS (5'1 CONTAINER PLANT ROOT BALL ,_/ Ci) PLANT PIT TO BE 1 1/2 TIMES THE WIDTH OF TI-IE ROOT (j) BALL & 6" BELOW THE BOTTOM OF THE ROOT BALL NATIVE SOIL NOTES: A. CROVvN OF SHRUB SHALL BE INSTALLED TO MAINTAIN ONE TO TWO INCHES ABOVE ORIGINAL FINISH GR.A.DE. TREE PLANTING A SHRUB PLANTING LEGEND (1) HARDSCAPING/HEADERBOARD (2) MULCH (3J FINISH GRADE PER APPROVED / PRECISE GRADING PLANS (4) SHOVEL CUT EDGE , __ (5) COMPACTED NATIVE SOIL ,.::> NOTES: A. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL SUBl\1IT A SAMPLE TO THE INSPECTOR FOR APPROVAL. B. MULCH UJ\DER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND INTO EDGES AT GROUND COVER AREAS. C. lVIOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. D. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A \VOODY PLANT. MULCH INSTALL . (A) LEGEND G) \VALL, w ALK, CURB OR DRIVEW A y EDGE (J) NDS SIVl-2420 ROOT BARRIER (3) TREE TRUNK NOTE: A. CONTINUOUS ROOT BARRIER IS ONLY REQUIRED Vv'HERE TREES ARE Vv'ITIIIN 5'-0" OF ANY CONCRETE WALK, FOUNDATION, UTILITY, \VALL, CURB, DR! VEW A Y OR ANY I-IARDSCAPE IMPROVEt-1ENT HARDSCAPE DISTANCE FROM TREE (A) 5' 4' 3' " L I' PANEL LENGTil (MIN.) CENTER W/ TREE TRUJ\l< (B) 12' 13' 14' 15' 16' D , ' CD-EQUAL 2 )----~ LEGEND (i) BACK OF CURB OR EDGE OF PAVING (~ PLANT LOCATION NOTES: SHRUB SPACING A. ALL SHRUBS/GROUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS S J H landscnJH arc·h,t~ct1,re /ar,d p/"11r.111g 7859 Sitio Coco Carlsbad Ca 92009 'TEL94~L76 650JlfAX9H27G ,;so; WWW. S) Cl j // C . <:<>ti/ APPRO V[O FOR /RR/GA T/ON ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION ,§)F PLA!\JT/NG AREA. ~ p t--------------------1,..; RCE __ _ "AS BU IL T" e • EXP. ___ _ DATE ~ (_) 6 ;,: -l U1 (_) t--------------------10: ~ ~ REVIEWED BY: :'; w INSPECTOR DA TE 0 r--~--.,....,,,---------------,----,---+--~--,----...i..;,;_:;,;...;;;,,;;_;..;,,;._ ____________ ..::_~U ~ < ~====:====:=========================::::===!===!====:===: ~1 5 ~2;:;;8;:;T;::'..l ~I ;::::::;:;::C~IT~Y~PL~?~Nr~IN~G==CD:;:t~1f=10 1 ==N S=B=A=D=~I ! LANDSCAPE IMPROVEMENT PLANS FOR: ~ LA COSTA TOWN SQUARE PARCEL 3 § "' ,_; 1------+--+----------------+-----+--+-----+---1 :========c=:======PL=A=N=Tl~N~G=D=E=Tl=AL=S=========~ ,_ t--,-----t------------+---+-----+---t-----------l I APPROVED: ,a A/~. I ~ ./rd,..,-'lf-__ r,/L,t /vi ~ PLANNING _ ::; ~ DATE INITIAL DATE INITIAL DATE INITIAL OWN BY, lff' l<-l'-' PROJECT NO. DRAWING NO. ~ DEEP ROOT BARRIER CHKD BY: R,l(MI LPC-2022-0030 536-1 L .~ DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL R\IWD BY: R,((M I AMEND 2017-0012 ,; L ___ _lE~xp:!c;irac!!li;:!:On~D~at~e:~n),g-3n-e!'!202"", c=:...::..:=L __ _::_:__:...::_:..:._ _______ L'.._'.:.::__:::'.'..".~L::..'.....:'.::'.:::Jl...::::::::::::::::::::::::='==-============~:. REQUIRED EROSION CONTROL MEASURES I. SLOPES 6: 1 OR STEEPER REQUJRING ERO SINO CONTROL lv!EASURE AS SPECIFIBD HEREIN SHALL BE TREATED WITII O'\"E OR MORE OF THE FOLL \VTNG PLANTING STANDARDS: A. STANDARD# I -COVER CROP/REINFORCED STRAW MATTING: A.A. COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, ANDIOR \VILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANKER SUFFICIENT TO PRIVIDE 90% COVERAGE \VITH THIRTY (30) DAYS . A.B. TYPE OF REINFORCE STR.A'vV MATTIKG SHALL BEAS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. A.C. REINFORCED STRA\V MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEK AUGCST 15 AND APRIL 15. THE COVER CROP AND/OR REIKFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. B. STANDARD #2 -GROUND COVER: B.A. ONE HUNDRED ( l00%) PERCENT OF THE AREA SHALL BE PLAKTED \VITI! A GROUND COVER KNO\VN TO HAVE EXCELLENT SOIL BINIDNG CHAR.ACTERISTlCS (PLANTED FROM A MINIMUM SIZE OF FLATTED :VIATERIAL AND SPACED TO PROVIDE FULL COVERAGE \VITHIN ONE(!) YEAR. C. STANDARD #3 -LOW SHRUBS: C.A. LOW SPREADING \VOODY SHRUBS (PLANTED FROM A MINIM CM FO I GALLON SIZED CONTAINERS) SHALL COVER A MINIMCM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4 -TREES AND/OR LARGE SHRUBS: D.A. TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FOR A l\1INIJ\1UM OF 1 GALLON CONTAINERS) AT A MINIMUM RA TE OF ONE (I) PER TWO HUNDRED (200) SQUARE FEET. 2. SLOPES 6:1 OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJCENT TO PUBLIC \VALKS OR STREETS REQUIRE A MINIMUM OF STANDARD#! B. 3'-8' IN VERTICAL HEIGHT REQCIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INST AILED IN LIEU OF A COVER CROP), #2 AKD #3. C. IN EXCESS OF 8' 1K VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3 AND #4. 3. AREAS GRADED FLATTER THAN 6:1 REQUIRE STAKDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN TIIEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMEKTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING B. A POTENTIAL EROSION PROBLEM AS DETERJ\1INED BY THE CITY C. IDENTIFIED BY TI-IE CITY AS HIGHLY VIS ABLE AREAS TO THE PUBLIC OR HA VE SPECIAL CONDITIONS THAT \VARR.ANT IMMEDIATE TREATMENT. A B '------{ 6 I _/ LEGEND (1) STRAW MATTING -THOSE AREAS GREATER THAJ\ EXISTING SLOPE. (MAXL\1UM 1:1 SLOPE) CD ORIGINAL GRADE G) FERTILIZER TABLETS. APPLICATION RATE PER TABLE, PER AGRONOJ\,fIST RECOMMENDATIONS. (4) ROOT CROWN TO BE SET 2" -3" ABOVE ORIGINAL LINE OF SLOPE. G) 3" BERM TIGHTLY COl\1PACTED IN PLACE TO FORM WATERING BASIN '-------I i') 1'.ft) PLANT PIT TO BE 2 TIMES THE \VIDTII OF THE ROOT -BALL & EQUAL TO THE DEPTH OF THE ROOTBALL. 0) CONTAINER ROOT BALL SHRUB SLOPE PLANTING ◊ WIND TREE SLOPE PLANTING (8) BACKFILL MIX PER AGRONOMIST REPORT NOTE: A. INSTALL STAKES 12" FROM TREE TRUNK LEGEND CD STRA w l\1A TTING -THOSE AREAS GREATER TIIAN EXISTING SLOPE. (MAXIMUM 1:1 SLOPE) 1'.l) MAIN TRUNK (3' No. 1043 TACKSTRAP TREE TIE--INSTALL PER INSTRUCTIONS USING ,_/ TWO STRAPS PER STAKE. SECURE TO STAKE PER JVIANUF.'S l\1ANUF.'S RECOJ\,fMENDA TIONS. PLACE BELO\V BRANCH YOKE OF TREE. @LODGEPOLE PINE STAKES-(!) FOR 5 GAL., (2) FOR 15 GAL. & 24" BOX (5) WATER BASIN (~) PLANT PIT TO BE 2 TIMES THE vVIDTH OF THE ROOT BALL & EQUAL TO THE DEPTH OF Tiffi ROOTBALL. (j) CONTAINER ROOT BALL ® BACKFILL MIX PER AGRONOMIST REPORT 1:_v ROOT CRO\VN AT ORIGINAL LINE OF SLOPE. 1JO) FERTILIZER TABLETS. APPLICATION RATE PER TABLE, PER '-· AGRONOMIST RECOMJ\1ENDATIONS. NOTE: A. INSTALL STAKES 12" FROM TREE TRTJNK APPROVED FOR /RR/GA TION ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLAAITING S J R AREA. ~ 1------------------1;.; .'a11d,cape arcililaci,,ro land plan .~inx 7859 Sitio Coco Cmbbad Ca. 92009 TEL949275 6:;00 lfAX94927j t505 WWW SJ<l;J!C.i.'0.'11 RCE __ _ "AS BUILT" ~ EXP. ___ _ DATE ~ f-, u ~ B I-R_E_V-IE-W-ED-B-Y:-------------1~ '" r INSPECTOR -----~ 0 u ========/i\: 1 ================================~,-;:::1 s=H2=E9E=T :-';:11 ===c=r=T==Y==O:::::F==c=A:::::R:::::L=s:::::B=A==D==:::::::;-11 r;,o; . PLANNING Dlv1SION . -1----+--+---------------+----t---+----t----i~~~~::;:;~~~;;:==~~~~=====::::;'" l---+--+----------------1----t----l----t-----i LANDSCAPE IMPROVEMENT PLANS FOR: o DATE LA COSTA TOWN SQUARE PARCEL 3 8 0 0 ~ ,-\,~%USC Pt~ ~ .,,.~ , ,cc> PLANTING DETIALS ,_ ~~ ·~~ ~ ~ '.:...ii O -::.~ ' ----+--+--------------+----+--t-----1----1 I APPROVED:~ o/(CJ.,., _ I S: '::: ·,;~vM~I, ' ~ 1--·--+----+---------------+---t---+---t----1 .PLANNING ~ ufV(/2.4 ~ ~ 5-28-24 ~ v -,,.l[' "" <,r:,~ DWN BY: k'r ,uu PROJECT NO. DRAWING NO. ~ OF C.\c\' DATE 1N1T1AL DATE 1N1nAL DATE 1N1T1AL CHKD BY: R,J/MI LPC-2022-0030 536_1 L gi' L ____ .l:!;~~2.::.!:.~~LD~Es'.:1G'.:NE~R__'.o'..'._F_:w'.'.:'.0R:_:KL __ __:R~E=-V~I S::_:l.::_O__:N_D::_E::_:S::_:C::.:_R__:1 P_T__:l.::_O__:N ___ _Lo~T~HE.."..R ~A'.'.'.PP~RO~V.'.::AL_L~c:'..'.1 T~Y ,'.'.'.AP:::P:Ro~v.'.::ALJ.:::R:::VW:::D:::::B::Y::=R::,(::/M::I =..::::::A::M:=EN=:D::::::2::01:::7::-0::0::1:=2:=.::=::::-::::-::::-::-::::--~::.J'.f'; Exp iration Date: 09.:Jrl.20,4 ..:::; PART A PLAJ\Tll\G 1.0 SCOPE THE WORK OF THIS SECTJON INCLUDES ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED TO COJ\;IPLETE WORK INDICATED ON THE DRAWlNGS. THL WORK SHALL BE PERFORMED II\ ACCORDANCE WITH THE BEST STANDARDS OF PRACTICE RELATING TO THE VARIOUS TRADES AND UNDER THE CONTINUOUS SUPERVISJON OF A COMPETENT FOREMAN, CAPABLE OF JNTE!U'RETING THE DRAWINGS AND THESE SPECIFICATIONS. THE WOKK JNCLUDED II\ TillS SF.CTJOJ\ rs AS FOLLOWS: FfNISH GRADJNG FOR PLANTl'JG; SOIL PREPARATION; FERTILIZATION: PLANTING INCLUDlNG LAWN; MAINTENANCE; INSPECTION AND CERTIFICATIONS; GUARANTEES; CL~AN-UP; STAKING, GUYING AND ESPALIERING; MISCELLANEOUS ALLOWANCES. 2.0 APPROVALS A. ALL IRRIGATTON WORK SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT IN WRITING PRIOR TO THE START OF ANY PLANTING. fl. PRIOR TO EXCAVATION FOR PLANTING OR PLACING OF STAKES, LOCATE ALL UTJLJTIF.S, ELECTRIC CABLES, CONDUJTS, rRRIGAT[ON LINES, HEADS, VALVES AND VALVE CONTROL WIRES, AND ALL UTILITY LINES SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVD1ENTS. IN THE EVEI\T OF A CONFLJCT BBTWEEJ\ SUCH LINES AND PLANT LOCATIONS, PROMPTLY NOTIFY LAND.SCAPE ARCHITECT WHO SHALL ARRANGE FOR RELOCATLON FOR ONE OR THE OTHER. FAIL URE TO FOLLOW THIS PROCEDURE PLACES UPON CONTRACTOR THE RESPONSIBILITY FOR. AT 1-IJS OViN EXPENSE, MAK!l\G ANY AND ALL REPAIRS FOR DAMAG!'S RESULTING FROM HIS WORK. 3.0 QUANTITIES AND TYPES PLANT MATERIALS SHALL BE FURNISHED IN THE QUANTITTES AND/OR SPACING AS SHOWN OR NOTED FOK EACTI LOCATION, AND SHALL BE OF THE SPECIES, KINDS, SIZES, ETC .. AS SYMBOLIZED AND/OR OF.SCRIBED IN THE "PLANT J\;JATERIAL LEGEND" ON THE DRAWINGS. THF LANDSCAPE ARCHITECT HAS PREPARED (./UANTJTIES ONLY AS A CONYFl\lENCE TO COJ\TRACTOR .'\J\TI ASSUMES NO RESPONSTRH.TTY FOR ITS ACCCRACY. THE LANDSCAPE L FOR AUTHORIZED VARIATIONS, ALL SUBSTITUTE PLANT MATERIALS SHALL CO'\IFORM TO THE REQUIREMENTS OF THESE SPECIFICATION. IF THE ACCEPTED SUBSTITUTE MATERIALS ARE OF A LESSER VALUE THAN THOSE INDICATED OR SPECLFIED, THE CONTRACT PRICE WILL BE ADJUSTED TN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. PLANTS NOT APPROVED· PLANTS NOT APPROVED ARE TO BE REMOVED r'ROM THE SITE IMMEDIATELY AND REPLACED WTTH SUlTABLE PLANTS. THL OWNER OR LAND. ARCH. RESERVES THE RIGHT TO REJECT LNTlRE LOTS OF PLANTS REPRESENTED BY DEFECTIVE SAMPLES. 7.0 FERTILIZERS AND SOIL CONDITIONS (l'OR BID PURPOSES ON! .Y) SAMPLES OF ALL SOIL AMENDMENTS, SOD AND Pl .A'\ITS SHALL BE SUBMITTED FOR JNSPCCTION AND STORED ON SITF. UNTTL THE FURNISI-IING OF MATERIALS JS COMPLETED. DELIVERY MAY BEGIN lJPON APPROVAL OF SAMPLES BY LANDSCAPE A RCHTTECT. A ORGANTC FERTILIZER MAY BE PROCESSED SEWAGE SLLDGE WITH A MTNTMllM CONTENT OF 1% NJTROGEN AND 2% PHOSPHORIC ACID SIMILAR TO "NITRO-HTJlvfUS". METHOD OF PROCESSING SHALL NOT DESTROY NORMAL BACTERIAL CONTENT. B. NITROGEN STABTUZED SAWDUST SHALL BE BULK, WITH THE FOLLOWING NITROGEN CONTENT BASED ON DRY WEIGHT: B. l. 0.5% FOR REDWOOD SAWDUST 8.2. 0.7% FOR FIR SAWDUST 8.3. 1.0% FOR BARK OR PINE BARK OR MIXTURE 8.4. SALINITY· THE SATURATION EXTRACT CO'IDUCTIVITY SHALL NOT EXCEED 3.5 MILLlOHMSICM AT 25 DEGREES C. C. COMMERCIAL FERTILIZER SHALL BE DELlVERED IN SACKS OR CON lAINERS '1111TH THE MANUFACTURER'S LABEL SHOWING WEIGHT ANO A~ALYSIS ATTACHED TO EACH SACK OR CONTAINER. 9.0 STAKJNG MAJLRJALS A. A. TREE STAKlNG SHALL BE AS PER DETAILS. Il. TIES FOR HOLDING TREES SHALL BE AS PER DETAILS. TREF. GT TYING SHALL BE AS PER DETAILS. CONTR,\.CTOR IS TO VERIFY ALL SIZES AND QUANTITIES. CONTRACTOR SHALL BE C. RESPONSTRI.F FOR INSTALLATION OF ALL PLANT MATERIALS AT THE SPACIJ\G lNDICATED ON THE PLANTING LEGEND. I 0.0 GRADING AND SOIL PREPARATION 4.0 VERIFICATION Of DIMENSIONS AND QUANTITIES DIMENSIONS ARE APPROXJMATE. BEFORE PROCEEDING WITH ANY WORK, CONTRACTOR SHALL VERIFY ALL DIMENSJONS AND QUANTITlES AND SHALL IMMEDIATELY INFORM LANDSCAPE ARCHITECT, OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE DRA Wll\GS AND/OR SPECIFICATIONS AND ACTUAL snE CONDITIONS. NO WORK SHALL BE DONE IN ANY AREA WHERE THERE IS SUCH A DISCREPANCY UNTIL APPROVAL HAS BEEN GIVEN BY THE LANDSCAPE ARCHITECT. 5.0 OBSERVATlON / CERTIFICATION: A ALL OBSERVATIONS SHALL BE MADE BY THE LANDSCAPE ARCHTTF.CT AND OWNER'S REPRESENTATIVE. CONTRACTOR SIIALL REQUEST INSPECTION AT LEAST TWO (2) WORKING DAYS IN ADVANCE OF Tiff. TIME INSPECTION IS REQUESTED. B. QUALJTY CONTROL 01.lSERVATION SEQUENCES ARE AS FOLLOWS: B. l. TESTlNG OF MAIN LINE PRIOR TO BACKFILLING: 150 PSI FOR 4 HOURS. CENTER FILLJNG OF v1AIN Lll\E SHALL BE ALLOWED. ll2. IRRIGATION COVERAGE TEST PRIOR TO PLANTING. BUT AFTER FIJ\ISH GRADING. R.3. PLANT DELJVERY APPROVAL INCLUDING LINERS. FLATS, CONTAINER PLANTS AND BOXED PLANTS. B.4. PLANT PIT LOCATIONS, DEPTHS, AND BACKFILL WX, ll\CLUDING LAWN AREAS A'IIJ CONSTRUCTION ITEMS PRIOR TO PLANTING. 8 .5. COVER,\.GE TEST AFTER PLANTING, BUT BEFORE THE MAlNTENANCE PERIOD JNCLUDJNG CONTROLLER SEQUENCING. B.6. COVERAGE TEST AT END OF MAINTENANCE PERIOD INCLUDLNG CONTROLLER SEQUENCING. THE LANDSCAPE ARCHITECT RESERVES !HE RIGIIT TO WAIVE, SHORTEN OR LENGTHEN EACH COJ\TROLLER Sl'AJ'LON OPER<\TION DIJRING HIS OBSERVATION VISJTS. MLX BACKFILL IN ONE CENTRAL LOCATION NOT AT EACH PLANT SITE UNLESS OTHERWISE APPROVED. A SITE SHALL BE PRE-SELECTED BY OWNER FOR STORAGE OF JRRlGA TTON EQUIPMENT IN CONTAINERS. OBSERVATlON REPORTS SHALL BE MADE FOR EACH VISIT BY THE LANDSCAPE ARCIIITECT A ND ONE COPY EACH SH,\LL BE SUBMITTED TO THE OWNER AND CONTRACTOR. A. CONTRACTOR IS TO FINISH GRADE TO \l.1THIN 1110TH OF A FOOT BELOW THE TOP OF PAVING WHERE PAVING EXlSTS PER DETAILS. 8 . MOISTURE CONTENT· THE SOILS SHALL NOT BE WORKED WHEN THE MOISTURE CONTENT lS SO GREAT THAT EXCESSlVE COMPACTION WTLL OCCUR; AND NOT WHEN IT lS SO DRY THAT DUST WILL FORM IN THE AIR OR THAT CLODS WILL NOT BREAK READILY. WATER SHALL BE APPLIED LF NECESSARY TO PROVIDE IDEAL MOISTURE CONTENT FOR TILLING FOR PLAI\TING. C. PRELJMINARY GRADING· PRELIMINARY GRADING SHALL BE DONE TN SUCH A MANNER AS TO ANTICIPATE THE FlNISH GRADU-G. LXCLSS SOILS SllALL BE REMOVED OR REDISTRIBL.TED BEFORE APPLICAT[O\J or FERT[LIZER AN[) BARK. WHERE SOJL JS TO BE REPLACLD DY PLANTS AND BARK, ALLOWANCE SHALL BE MADE SO THAT W1.rEN fINISII GRADING HAS REGITN, THERE SHALL BE NO DH ICIENCY IN TIIE SPECIFIED DEPTH OF BARK IN PLANTING BEDS. D. WEl'DING • BEFORE AND DURlNG PRELTMINARY AND F!NlSH GRADING, ALL WEEDS Al\D GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF OFF SITE (FXCEPT THOSE WEEDS AND GRASSES NOT OF THE PERENNIAL TYPE, LESS THAN 2-1!2" HlGH AND NOT BEARIJ\G SEEDS, WHICH MAY BE TURNED UNDER). OATS MORE THAN 2-l/2" HIGH AND NOT BEARING SEEDS MAY BE TURNED UNDER. PERENI\IAL WEEDS AND GRASSES TO BB REMOVED TNCLUDB BUT ARE NOT LIMITED TO, THE FOLLO\Vll\G; NUT GRASS, PUNCTURE VINE, DALLAS GRASS, MUSTARD PLANT, ST. AUGUSTil\t GRASS, ALFALFA, JOHNSON GRASS, WIRE WEED, MORNING GLORY, BERMUDA GRASS. PRIOR TO PLANTING, A GRANULAR PRE-EMERGENT, NON-SELECTIVE HERBICIDE SHALL BE APPLIED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. I 1.0 SOIL CONDITIONERS AND SOIL TESTING A. LNLESS OTHERWISE INSTRUCTED BY AN AGRONO½Y REPORT (SEE PLAN), IN ALL PLANTING AREAS THE FOLLOWJNG APPLTCA TTON SIIALL BE MA DF. PER 1,000 SQUARE FEET OF AREA AND SHALL BE THOROUGHLY CUI .TIVATED IN TWO DIRECTIONS INTO THLTOP 6" or SOIL, AND THE AREA WATERED DOWN: A.l. 5 CU YDS. NITROLIZED WOOD SHAVINGS A.2. 150 LBS. GROW POWcR PLUS fERTTLTZER A.3. lOU LBS. AG. GYPSUM A.4. lO LBS. SOIL SULFUR A.5. 20 LAS. TRON SULFATE C. WHERE CONTRACTOR FAlLS TO NOTIFY THE LANDSCAPE ARCHITECT FOR THE D. ABOVE OBSERVATT0'\1/APPROVAL PURPOSES WHEN JOB CERTIFICATION IS REQUIRED BY A I OCA L AGENCY, THE CONTRACTOR SHALL REMAIN SOLELY RF.SPONSTBLE TO PROVE THE JOB CERTIFIABLE TO THE LANDSCAPE UNLESS OTHERWISE ll\STRUCTED BY AN AGRONOMY REPORT, PREPARE SOIL MIX FOR BACKFILL IN PITS FOR TREES, SHRUBS AND VINES, OTHER THAN AZAI ,F.AS, FERI\S AND PALMS, AS FOLLOWS: (AMOUNT/CUBIC YARD) R. l. 213 YD. SCREENED SITE SOIL ARCHITECT, INCLUDING THE LANDSCAPE ARCHITECT'S TIME AND EXPENSES TO RE BILLED AT A RATE OF $75.00/HR .. ll\ THE EVENT CONTRACTOR IS NOT READY FOR OBSERVATION AT THE AGREED UPON SCHEDULED TIME, THE CONTRACTOR SHA.LL BE RESPONSTBLE FOR ALL EXPENSES INCURRED BY THE LANDSCAPE ARCHITECT AND/OR OTHER CONSULTANTS AT A RATE OF $75.00/HR. PORTAL TO PORTAL. fl. PROVIDE THE FOLLOWING EXTRA EQUIPMENT TO BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR FINAL APPROVAL PRIOR TO THE START OF MAINTENANCE. 0.1. SIX POP-UP BODlES AND FOUR OF EACH TYPE OF NOZZLE REQUIRE[). 0.2. TWO KEYS FOR CONTROLLER DOOR. D.3. TWO KEYS FOR ENCLOSURE LOCK. D.4. FOUR QCICK COUPLER KLYS AND HOSF. SWTVELS. D.5. CERTJFJCATJONS: PRIOR TO START OF MAINTENANCE WRITTEN CERTIFICATIONS SHAI ,i. RF STJBMITTED TO THE LANDSCAPE ARCHITECT FOR THE FOLLOWING: D.51. QUANTITY AND QUALITY OF COMMERCIAL FERT[LIZERAND ORGANIC FERTILIZER. D.5.2. QUANTITY AND QUALITY OF ALL SOIL AMENDMENTS CALLED FOR BY PLAJ\S AND SPECIFICATIONS. 6.0 MATERIALS PLANT MATERIALS Il\DICATED ON THE DRAWINGS AND HEREJN SPECUC[ED SIIALL CONFORM TO THE FOLLO'IIITNG: A NOMENCLATURE· PLANT NAMES 11\0ICATED ON THE DRAWINGS CONFORM TO "STANDARD PLANT NAMES" ESTABLlSHED BY THE AMF.RICAN JOINT COMMITTEE ON HORTICULTURE. EXCEPT fOR NAMES COVERED THEREIN, THE ESTABLISHED CUSTOM or TIIE NURSERY rs FOLLOWED. A.2. 1/3 YD. NITROLlZED WOOD SHAVINGS B.3. 15 LBS. GROW POWER CONTROLLED RELEASE FERTILIZER B.4. 10 LBS. AG GYPSUM B.5. 1 LB. SOIL SULFUR B.6. 2 LBS. IRON SULFATE 8.7. PLANTING PITS SHALL BE PER DETAILS. C. PREPARE SOIL MIX FOR BACK FlLL [N PITS FOR AZALEAS, CAMLLLIAS, FERNS AND OTHER PLANTS (AS SPEClFIED) AS FOLLOWS: C. I. 1/3 WASHED PLASTER SAND C.2. 1/3 CANADIAN PEAT MOSS C.3. 1/3 LOAMITE OR FOREST Hill,!lJS D. BACKFILL MIX FOR PALMS SHALL BE WASHED PLASTER SAND. (REFER TO DETAIL) E. THE PREPARED SOIL SHALL BE UNH'ORMLY BLENDED IN AN ARFA AD.TA CENT TO THE PLAJ\TING WORK AND SHALi. BF. ACCIJRATELY PROPORTIONED USING A SUITABLE MEASURING CONTA IJ\T.R. l!KUSED EXCAVATED SOIL SHALL BE REMOVED FROM SITE. PROTECT THF. MIX FROM WATER UNTIL IT HAS BEEN PLACED IN BACKFILL AROUND PLANTS. F. SOILS TESTING-THE CONTRACTOR SHALL HAVE AGRON0'\11C SOILS TESTS PERFORMED BY AN APPROVED SOILS TESTING LABORATORY AT THE FOLLOWING TIMES ; F. l. UPON COMPLETION OF ROUGH GRADING, DURING INST.ALLA TION OF IRRIGATION SYSTEM AND PRIOR TO ANY PLANTING. F.2. AFTER APPLICATION OF RECOMMENDED SOIL CONDITIONERS (PER FlRST SOILS TEST) AND PLAKTING BUT PRIOR TO BEGINNING Of J\;JATNTENANCE PERIOD. CONTRACTOR SHALL INCLUDE PRICE OF SOJLS TESTS IN BID. B. CONDITJON -PLANTS SJ.IALL BE SYMMFTRTCAL, TYPICAL FOR VARIETY AND 12.0 FINISH GRADII\G SPECll'S, SOUND, IIEAl.TI-IY, VIGOROUS, FREE FROM PLANT DISEASE, INSECT WHEN PRELIMINARY GRADING, (INCLUDl'-.IG WEEDING AND FERT!LlZlNG) HAS PESTS, OR T[]EJR EGGS, Al\D SHALL HAVE HEALTHY, NORJ\,IAL ROOT SYSTEMS, BEEN COMPLETED AND THE SOLL HAS DRIEO SUFHCIEJ\TLY TO BE READlLY WELL FTLLING THEIR COJ\TAINERS, BUT NOT TO THE POINT OF BEING ROOT WORKED, ALL LAWI\ AND PLAN HJ\G AKEAS SHALL BE GRADED TO THE BOUND. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY, EXCEPT AS ELEVATIONS INOJCAI LD ON THE DRAWINGS. GRADES NOT OTHERWTSE AUTHORIZED BY LANDSCAPE ARCHITECT. IN NO CASE SHALL TREES BE INDlCA IEO SHALL BE UNIFORM I .EVET.S OR SLOPES BETWEEN POINTS WHERE TOPPED BEFORE DELJVERY. ELEVATIONS ARP. GIVEN. MINOR ADJUSTMENTS OF FINISH GRADES SHALL BE C. D11YIENSIONS -THE HEIGHT AND SPREAD OF ALL PLANT MATERIAL SHALL BE MADE AT THE DIRECTION OF THE LANDSCAPE ARCHITECT, AT NO ADDlTI0'1AL MEASURED WJTH BRANCHES IN THEIR NORMAL POSJTION, ANO SUALL BE AS COST TO OWNER. IND[CATED ON THE DRAWINGS. THE CALIPER OI· ALL TREES SIW_L RE MEASLRED 6" ABOVE THE SURl'ACE OF TIIE GROUND. WHERE CALIPER OR OTHER DIMENSIONS OF ANY PLANT MATER IA l .S ARE OMTTTED FROM THE "PLANT LEGEND: IT SHALL BE UNDERSTOOD THAT THESE PLANT MATERIALS SHALL llL NORJ\;IAL 'AMERICANNCRSERYMEN' STOCK FOR TYPE LISTED. D. JNSPElTION • ALL PLANT MATERIALS MUST HAVE BEEN PREVIOUSLY INSPECTED AT THE NURSERY BY A STATE OR COUNTY HORTICULTURAL DEPARTMENT, A l\D SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THF. LANDSCAPE ARCHITECT BEFORE PLANTING. FINISH GR.ADE SHALL BE A SMOOTH. EVEN AND UNIFORM PLANE WITHOUT ABRUPT CHANGE OF SURFACE. SOlL AREAS ADJACENT TO BUILDINGS SHALL BE GRADED (2% MIN.) TO ALLOW A NATURAL RUJ\-OFF OF WATER, AND SURFACE DRI\INAGE SHALL BE D[RECTED AS INDICATED ON THE DRAWINGS BY RE-GRADING SURFACES TO FACILITATE THE NATURAL "RUN--OFF" OF WATER. GRADING SHALL BE DONE WHEN SOIL JS AT OPTIMUM MOISTURE CONTENT FOR WORKING. E. PLANT LIST -IS INDICATED ON DRAWINGS AND LEGEND. 13.0 METHOD OF PLANTING AND WORK PROCEDURE F. SIZES OF PLANTS -SHALL BE AS STATED 01\ THE LEGEJ\D. PLANT SIZES SHALL A NO PLANTLNG SHALL DE DONE UNTIL ALL OPERATIONS IN CO'\l.llJNCTION MF.ET THE "AMERICAN STANDARD FOR NURSERY STOCK" A.N .S.L Z 60.1 • 1996 WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN G. SUBSTITUTIONS. SCBSTlTUTIONS FOR THE INDICATED PLANT COMPLETED, FINA I. GRAllFS HAVE BEEN ESTABLISHED, THE PLANTING H. MATERIALS Vv1LL BE PERMITTED PROVIDED THE SUBSTJTUTE MATERIALS AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND ARE APPROVED IN ADVANCE BY THE LANDSCAPE ARCHITCC:T, AND THE THE WORK APPROVED BY THE LANDSCAPE ARCHITECT. SUBSTITUTIONS ARE MADE AT NO ADDITJONAL COST TCI OWNER. EXCEPT B. THE RELATIVE POSITION OF ALL TREES AND PLANTS IS SUBJECT TO APPROVAL BY LANDSCAPc ARCHJTECT AND OWNER, AND THEY S[]ALL, IF [RRTGATION SHALL BE WATERED BY MEANS OF A HOSE. 30.0 GROLNDCOVER AND SHRUB AREA MAINTENANCE II.TREES NECESSARY, BE RELOCATED AS DIRECTED AS PART OF THE CONTRACT. C. APPLY WATF.R IN SlJFFlCIENT QUANTITIES, AND AS OFTEN AS SEASONAL AND son. CONDlTIONS REQUIRE, TO KEEP THE GROUND WET AT ALL TIJ\;lES, WELL BELOW THE ROOT SYSTEM Of GRASS AND PLANTING. CARE IS TO BE TAKEN IN WATERING SLOPES SO AS NOT TO CAUSE EROSION DAMAGE. A WATERING· NEW PLANTINGS SHALL BE WATERED ONCE PER DAY l'ORTWO (2) WEEKS AFTER INSTALLATIOI\. REDLCE WATERING TO EVERY OTHER DAY FOR THE NEXT TWO (2) WEEKS. WATER THEREAFTER THREE (3) TIMES PER WEEK UNTIL FINAL ACCEPTANCE. ALL AREAS SHOU LD RF FF.RTILIZED ACCORDING TO THE SCHEDULE SET FORTH JN THE SPECIFICATTONS. PERIODIC INSPECTIONS SHOULD EVALUATE THE RESPONSE TO THF. REC0v1MF.NDED FERTILJZATION PROGRAM AND ADmSTMENTS MADE AS NECESSARY. SPECIAL FERTILIZATION NEEDS SHOULD BE IDBNTIFlED AND TMPLEMENTED AS NEEDED. C. ALL PLANTS SHALL BL RE'\10VEO FROM TIIEIR CONTAINER AND SET SO THAT, WHEN SEITLED, IHLY llEAR THE SAME RELATION TO THF REQUIRED GRADE THAT THEY BORE TO THE NATI.TR AT. GRADE BEFORE BEl'\IG TRANSPLANTED. EACH PLANT SJIALL BE PLANTED TN THE CENTER Of THE PIT AND BACKFILLED UNI .FSS OTHERWISE SPEClflED, WITH THE PREPARED SOIL. NO SOIL IN MUDDY CONDTTIOJ\ SHALL BE USED FOR BACKFILLING. NO FILLING WTT.T. BE PERMITTED AROUND TRUNKS OR STEMS. ALL BROKEN OR FRAYED ROOTS SHALL BE PROPERLY CUT OFF. D. LANDSCAPE ARCHITECT SHALL APPROVE THE PLACING AND PLAJ\TING OF ALL PLANTS. E. IN THE EVENT THAT UNDERGROUND. CONSTRUCTION WORK OR OBSTRUCTIONS ARE ENCOUNTERED IN THE PLANTING OPERA Tl ON, ALTERNATE LOCATIONS FOR PLANT MATERIAL WILLBE SELECTED BY THE LAJ\TISCAPE ARCHJTECT, AND PLANTING COMPLETED AT NO EXLRA COST TO OWNER. 14.0 PLANTING OF TREES A. POSITION PLANTS IN PLANT LOCATIONS INDlCATEO ON ORA WINGS AND SECURE APPROVAL BEl'URE EXCAVATlNG PITS. MAKING NECESSARY ADJUSTMENTS AS L\lOlC:ATED. B. ALL PITS FOR TREES SIIALL BE DUG SQUARE \1/TTH BOTTOMS LEVEL, THE LENGTH Q[i SIDES AND DEPTH EQUAi TO ONE AND ONE-HALF TIMES THE DIAMETER OF THE TREE RAT.!.. COMPACTED SOILS AT SIDES AND BOTTOMS SHALL BE LOOSFJ\F.D BY SCARlFYING OR OTHER APPROVED. METHOD. PITS SHAU. RF. BACKFTLLED WITH "PREPARED SOIL" TO THEIR REQUIRED GRADE, AND THE BALANCE OF THE PIT FILLED WTTH "PREPARED SOIL", THOROUGHLY SETTLED BY WATER APPLICATION. (REFER TO PLANT[NG DETAILS AND SPACING DETAILS) C. SET PLAJ\TS IN CENTER OF PIT, IN A VERTICAL POSITION SO THAT CROWN OF BALL WILL BE LEVEL \l.1TH FINISH GRADE AFTER ALLOWING FOR WATERING AND SETTLING AND SHALL BEAR THE SAME RELATIONSHIP TO THE FINISH GRADE THAT IT DID TO THE SOIL SURFACE IN THE CONTAII\ER. D. PREPARE DEPRESSED WATER BASIN AS WIDE AS PLANT BALLS AT EACH PLANT. WATER THOROUGHLY, BACKFILLING ANY VOIDS WITH ADDITIONAL PREPARED PLANTING MIX. 15.0 PLANTING VINES, SHRUl.lS AND GROLINDCOVERS A. VJNES AND SHRUBS SIIALL BE PLANTED PER DF.TATLS. COMPACTED SOIL AT J.lUITOM or PIT SIIALL BE LOOSFNFD AND THE PIT FILLED WITH "PREPARED SOIL" TO TTIE BOTTOM OF THE BALL WHEN THE PLANT HAS BEEi\ PROPERLY SET, THE PIT SHAI.I . BF FTLLED TO THE REQUIRED GRADE BEEN PROPERLY SET, THE PJT SIIALL BE FILLED TO THE REQUlRED GRADE WITH "PREPARED SOIL" AND THOROUGH] .Y SETTLED BY TAMPING. (REFER TO PLANTING DETAILS) lJ. PREPARE A DEPRRSSED WATER BASIN AS WIDE AS PLANT PITS AT EACH PLANT. WATER THOROUGHLY, BACKFILLING ANY VOIDS WlTHADDITIONAL PREPARED PLANTING MIX. C. GROUND COVERS C.l. PITS FOR FLAT SIZED PLANTS TO BE AT LEAST 4" X 4" X 4". GROUND COVER AREAS SHALL BE MOISTENED PRIOR TO PLANTING. NO FLATTED LINER, OR POTTED PLANTS SHALL BE PLAJ\TED IN DRY SOIL. C.2. SET PLANTS JN CENTER OF PITS SO THAT CROWN OF PLANT WILL BE LEVEL WITH FINISHED GRADE AFTER SETTLING OF SOlL, THEN BACKFILL AND WATER (REFER TO SPACING DETAIL) C.3. FLATTED PLANTS Sl1ALL BE WELL ROOlED WITH RLTNNERS AT LEAST 4" BUT NOT MORE THAN 6" IN LENGTH. 16.0 TREES OCCURRJNG IN LAWN A. TREES OCC:URRfNG IN LAWN SIIALL BE Pl .A '\ITFD BEFORE FINAL PREPARATION OF THOSE AREAS. Il. ALL TREES SHALL RE INSTALLED WITH BARK PROTECTION DEVICES AT 17.0 CARE OF PLANTS BEFORE AND DURll\G PLANTING A. PLANTS SHALL NOT BE ALLOWED TO DRY OUT BEFORE OR WHILE BEING PLANTED. KEEP EXPOSED ROOTS MOIST BY MEANS OF WET SAWDUST, PEAT MOSS OR BURLAP AT ALL TIMBS DURING PLANTING OPER.I\TIONS. DO NOT EXPOSE ROOTS TO THE AIR EXCEPT WHILE BEING PLACED IN THE GROUND. WlL TED PLAJ\TS IN OR OUT OF CONTAINERS, WILL NO BE ACCEPTED AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPEI\SE. 8. EXISTING PLANTS, WHERE INDICATED, SHALL BE PROTECTED IN PLACE. DAMAGED, OR DESTROYED PLANTS SHALL BE REPLACED JN DUPLICATE SJZE BY THE CONTRACTOR WITHIN 48 HOLRS AFTER NOTlflCATION BY THL OWNER'S REPRESENTATIVE. l 8.0 SODDED LAWN A. CULTIVATE ALL LAWN AREAS TO A DEPTH OF 12". ROCKS AND DEBRIS LARGER THAN I" 11\ DIAMETER WHICH ARE BROUGHT TO THE SURFACE BY Clll TTV ATION SHALL BE REMOVED FROM THE SITE. [F CULTIVATION DOES '\IOT BREAK LUMPS, A SP[KE TOOTH HARROW Slll\LL BE PULLED BEHIND A VlECHANICAL SEEDER OR TRACTOR. B. AREAS TO BE PLANTED TN SOD SHALL BE FINISHED SMOOTH TO PRESEN T A NEAT AND UNIFORM GRADE PRIOR TO INSTALLATION. THE LAWN BED SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT BEFORE SODDING. C. ALL SODDED AREAS SHALL BE THOROUGHLY WATERED. f ERTILIZED, AND KEPT MOIST BY IRRIGATING AS OFTEN AS REQU IH.l'O. D. ANY LA \\IN AREAS THAT DO NOT SHOW A PROMPT CATC:11 OF GRASS SIIALL BE RE-SODDED AT TEN DAY lNTERVALS UNTIL AN ACCEPTABLE STAND Of GRASS IS ASSURED l9.0 HYDRO-SEEDING A. SLOPE AREAS: RF.FER TO PLANTING PLAN Al\D SLOPE MIX DESIGI\S FOR TYPES AND AMOUNT OF SEEDS TOBE USED. ALTERJ\ATE SEED MIXES MAY BE USED ONLY UPON APPROVAL OF THE LANDSCAPE ARCHITECT. THE DESIGNED SLURRY MIXES SHALL BE APPLIED BY AN APPROVED HYDROMULCH COMPANY. DESIGNED SLURRY MIXES WTLL BE EITHER FOR IRRIGATED OR NON-IRRIGATED SLOPE CO'IDITION. (REFER TO PLANS AND SEED MIX DESIGNS) EACH CONTAINER OF SLLRRY MlX SHALL BB APPLIED WITHIN A 2 HOUR TIME LlMIT, OR BE REJECTED AND REMOVED AT CONTR.I\CTOR'S EXPENSE. 8. TCRF AREAS: THE DES[GNED SEED A'-.ID SLURRY MIX SHALL BE APPLIED IN DES[GNATED AREAS BY AN APPROVED HYDROMULCH COMPANY WITHIN A 2 HOUR TIME LlMIT PER CONTAINER MIX. (REFER TO PLANTING PLAN AND LEGEND) WHERE APPLICABLE, A SUBSTITUTE SEED MLX MAY BE USED ONLY LPON APPROVAL OF THE LANDSCAPE ARCHITECL. C. DAILY WORK SHEETS: DAILY WOKK SHLLTS SHALL BE SIGNED BY TllE NOZZLEMEN AND SENT TO THE OWNER'S REPRESENTATIVE AND I .ANDSCAPF ARCHITECT l•OR PAYMENT APPROVAL. THF. FOi .I .OWTNG TNFORMATTON SHALL DE RECORDED: (I) SEED -TYPES, AMOL~TS (2) FERTll.17.ER • ANALYSTS, AMOUNT (3) BARK· TYPF, A M01.c\lT (4) SEEDING ADDITTVE • TYPE, AMOUNT (5) l\TJMBF.R Of LOADS· AMOUNT OF WATER (6) AREA COVERED· IN ACRES (7) EQUTPMENT CSED • CAPACITY AND LICENSE NUMBER D. FOLLOWING THE PLANTING OF GROUND COVER PLANTS IMMEDIATELY AND THOROUGHLY WATER BY THE IRRIGATION SYSTEM, OR BY A SLOW RUNNING HOSE SPRAY. 21.0 WATERING BASINS A. CONSTRUCT A FIRMLY COMPACTED MOUND OF SOIL AROUNO LACH TREE AND PLANT TO FORM A WATERING l.lASIN AT T[]E EDGE OF A ND FOLLO\l.1NG THE SHAPE OF THE PLANTING PIT AREA MOllNDS FOR TREES AND FOR VII\ES FRO.½ 5-GALLON OR LARGER CONTAII\ERS, SHALT. BE AT LEAST 4" HIGH. MOUN OS FOR ALL OTIIER TREES, VINF.S OR PLANTS NOT OTHERWISE SPECIFIED SIIALL BE AT 2" 1-IJGH. EXCAVATED EARTH, IF CAPABLE OF RETAINING WATER, MAY RE llSED. ANY SETTLEMENT WITHIN THE BASINS RLTAIN [NG WATER SIIALL BER F.FTI .LED TO THE REQUIRED GRADE WITH PREPARED SOil, AND ADDITTONAL NITROGEN STABILIZED SAWDUST WORKED INTO THE SURFACE AS REQUIRED TO RESTORE THE BARE BARKED CONDITION. B. REMOVE WATERING BASINS IN PLANTER AREAS AT THE TIME OF BARK INSTALLATION. 23.0 TREE STAKING A. STAKE ALL '10'\I-GUYED TREES AT TIME OF PLANTII\G BY PLACING STAKE IN THE PREPARED HOLE AND DRIVING JT 12" INTO SOLID GROUND. PLANT THE TREE AS CLOSE TO THE STAKE AS POSSIBLE WITHOUT CROWDING TIIE ROOTS. FASTEN THE TREE TO THE UPPER END OF STAKE USING ''CINCH TIES". (REFER TO DETAIL) B. TREES 36" BOX SIZE OR LARGER, SHALL llE TMMI:DIATELY ROOT GUYED AFTER PLA'ITING WITH DUCKBILL ROOT BALL ANCHOR OR FQTJAL PER MFG. INSTRUCTIONS. 24.0 ESPALlliRING or VINES ALL TRELLISES AND STAKES ARE TO BE REMOVED FROM PLANTS, AND THE PLANTS SHALL BE FASTENED AND TRAINED AGAINST FENCES OR WALLS UNLESS OTHER WISE APPROVED BY THE LANDSCAPE ARCHITECT. REFER TO DETAIL. 25.0 BARK MULCH WEED CONTROL BARK INST.ALLA TION SHALL CONSIST OF PLACING 3" OF MEDIUM BARK WOOD BARK IN ALL SHRUB PLMTING AREAS. CONTRACTOR SHALL SUPPLY A ONE GALLON BAG SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO DELIVERY. MFG . HALL CERTIFY BARK MULCH TO BE BROWN AND GOLD. COPIES SHALL BE PROVIDED TO CITY LANDSCAPE INSPECTOR AND LANDSCAPE ARCHITECT A VAIL. THRU: AGUINAGA GREEN •• PHONE: 714-649-90 26.0 CERTIFICATES IN ADDITION TO ANY OTHER CERTIFICATES SPECJFIED, CONTRACTOR SHALi. FURNISH A CERTIFICATE WITH EACH DELIVERY 01' BULKMATFRIAI, STATING THE SOURCE, QUANTITY AND TY PL or MATERIAL AND THAT THE MATER JAL CONPORMS TO THE SPLClflCATION REQUIREMENTS. FOR BULK DELIVERED ORGANIC FERTILJZER, THE CERTIFICATE SHALL ALSO STATE THE VOLUME, NET B. FERTJL[ZA TION • FERTILJZE THREE (3) WEEKS AFTER PLANTJ'IG WITH 5 POUJ\DS 12-I2-l 2 (BEST OR EQUAL) PER 1,000 SQUARE FEET; FERTJLLZE THEREAFTER EVERY THIRTY (30) DAYS. C. DISEASE AND PEST CONTROL· FOR COI\TROL OF SLUGS AND Sl\AJLS, APPLY PELLETIZED TRICALCIUM ARSlNATE 5% BY WEJG[.Jl' AND METALDEHYDE 5% BY WEIGHT AS PER MANUFACTURER'S RECOMMENDATIONS TWO (2) WEEKS AFTER PLANT INSTALLAllONS. l'OR CONTROL OF CUTWORMS AND OTHER SOIL [NSECTS, APPLY MrTROBR,\.NDSOIJ.DRlN AS PF.R MANUFACTURER'S RECOMMENDATIONS Tl',0 (2) WF.FKS AFTER PLANT INSTALLATIONS. THIS PRODUCT CONTAINS DIH.DRIN, LTNDANE AND PHOSPHOROTHIOATE. EXTERMINATE GOPIIERS AND MOLES AND REPAIR DAMAGE. D. PRUI\ING -ALL SHRUBS AND TREES SH.<\LL BE PINCH PRLNED AS NECESSARY TO ENCOURAGE NEW GROWTH AND TO ELIMINATE R<\NK SUCKER GROWTH. DO NOT BALL S[]RIJBS. OLD FLOWERS, AND DEAD FOLIAGE Al\D LrMBS SHALL RE RF.MOVED. NO MAJOR TREE PRUNING SHALL BE DONE Vv1THOUT THE APPROVAL OF THE LANDSCAPE ARCHITECT. COJ\TACT LAI\D.SCAPE ARCHITECT 48 HOURS IN ADVANCE OF ALL PRUNING PERlODS. E. WEEDING -ALL PLANTING AREAS INCLUDING LAUN AREAS SHALL BE KEPT WEED-FREE AT ALL TIMES. WEEDS SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF OFFSITE. UPON COMPLETION OF THE CALLED FOR MAINTENANCE PERIOD, THE CONTRACTOR SHALL FERTILIZE PER #28 -LAWJ\ MAINTENANCE AND #29 GROUNDCOVERS AND SHRUB AREA MAINTENANCE OF THESE SPECIFICATIONS. 3 l.O GUARANTEE AND REPLACEMENTS A. ALL SHRUBS AND GROU\JDCOVER SWU.I. BE GUARANTEED BY CO'\ITRACTOR AS TO GROWTH ANO HEALTH FOR A PFRlOD OF 90 DAYS AFTER COMPLETION OF THE SPECIF LED MAll\TENANCE PERIOD, AND/OR FTNAL ACCEPTANCE BY TH[ LANDSCAPE ARCHTTECT. ALL TREES UP TO 24" BOX SIZE SHALL BE GUARANTEED BY CONTRACTOR TO LlVE AND GROW IN Al\ ACCEPTABLE UPRTGHT POSITION FORA PERIOD OF ONE (1) YEAR AFTER COMPLETION OF TIIE SPECIFIED MAINTENANCE PERIOD, AND/OR FJNAL ACCEPTANCE BY THE LANDSCAPE ARCHTTECT. TREES IN 24" BOXES OR LARGER, jl.ND ALL FIELD GROWi\ SPECIMENS SHALL BE GUARANTEED BY CONTRACTOR TO LlVE AND GROW IN Al\ ACCEPTABLE UPRIGHT MANNER FOR A PERIOD OF ONE (I) YEAR AFTER COMPLETLON OF THE SPECIFIED MAINTENAI\CE PERIOD, AND/OR FINAL ACCEPTANCE BY THE LAI\DSCAPE ARCHITECT. B. ALL PLANTS THAT SHOW SIGNS OF FAILING GROWTH AT ANY TIME DURIJ\G THE LTFE OF THE CONTRACT, INCLUDING THE MAINTENANCE PERIOD, OR THOSE PLANTS INmRED OR DAMAGED AS TO RENDER THEM UNSUITABLE FOR THE PURPOSE lNTENDBD, SHALL BE TM.vlEDIATELY REPLACED IN KIND AND SIZE AT THE EXPEI\SE OF THE COI\TRACTOR. C. CONTRACTOR SHALL, WTTHIN 5 DAYS NOTICE BY THE LANDSCAPE ARCHITECT, REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS GUARANTEE. REPLACEMENT SHALL BE MADE WITH PLANT MATERIALS AS INDICATED OR SPECIFIED FOR THE ORIGINAL PLANTING, AND ALL SUCll REPLACEMENT MATERIALS SHALL BL GUARAJ\TEED AS SPECIFIED FOR THF ORIGINAL GUARANTEED MATCR£ALS. WEIGHT, PERCENT OF NITROGEN A'ID PERCENT OF PHOSPHORIC ACID. FOR EACH 32.0 CLEAN-UP MAINTENANCE REQUIRED: 1. PERIODIC PRUNING TO REMOVE DEAD, DISEASED OR WEAKENED LIMBS TO PROMOTE HEAL THY AND SYMMETRIC GROWTH OF THE TREE. REMOVAL OF ANY LIMBS, BRANCHES, OR FRONDS WHICH WGHT IMPACT A BUILDING OR STRUCTURE UNDER WINDY CONDITIONS. REMOVAL (AND POSS113LE REPLACEMEI\T) OF DISEASED OR WEAKENED TREES. 2. SELECTED THINNING OR LAClNG OF TREES. 3. STAKING OF YOUJ\GER TREES TO PROMOTE GROW LH IN 'll{C APPROPRIATE DIRECTION. 4. PERIODIC APPLJCATION or TNSJ<CTICIDES TO CONTROL TNFEST A TIONS. 5. PERIODlC APPLICATION OF FERTILIZERS TO PROMOTE HEAL THY GROWTH. 6. PERIODIC ROOT PRUNJNG TO A VOID POTENTIAL CRACKING OF SIDEWALKS OR DRIVEWAYS. 7. RLGULAR INSPECTION OF TREE HR FATHER TUBES FOR EXCESS ACCUMLLATION OF WATER IN TIIE ROOT ZONE. FREQUENCY: I. PRCNING A ND TREE THINNING SHOULD BE DONE ONCE A YEAR: TREE REMOVAL AND REPLACEMENT -ONCE A YEAR; AND CONFLICTING LIMB, OR BRANCH, REMOVAL DONE ON AN AS-NEEDED BASIS. TREE REPLACEMENT SHOLLD BE CONSIDERED WHERE EXISTING TREE TRUNK CALIPER EXCEEDS 6 INCHES AND ARE PLANTED IN AREAS OF LESS THAN 5 FEET WIDE. 2. TREE THINNING OR LACING, AS REQUIRED, SHOULD BE DONE ONCE PER YEAR. 3. TREES SHOULD BE INSPECTED AT LEAST 4 TIMES PER YEAR TO DEJERMfNE WHETHER STAKING AND/OR GUYING SHOULD BE ADDED, REMOVED OR ADJUSTED. 4. APPLJCATION OF INSECTICIDES SHOULO BE DONE ONLY AS RE.Ql.TTRF.D TO AFFECTED TREES. 5. APPLICATION Ol' FbRTJLIZLRS IN MARCH AND SF.PTF.MBER OF EACH YEAR TO PR0'\10TE JlliALTHY GROWTIL 6. TREE BREATHER TIJFlES SHOULD BE INSPECTED AS LEAST MONTHLY. AND MORE OFTEN WHERE TREES OCCUR TN DRAINAGE SENSITIVE AREAS. EFFECTS OF DEFERRED MAINTENANCE: 1. FAILURE TO PROVIDE THE MAINTENAI\CE REQUIRED WILL EVENTUALLY TAKE ITS TOLL LEADING TO DETERIOR',. TION OF THE HEAL TH AND GENERAL APPEARANCE OF THE PROJECTS TREES. IMPROPER STAKING OR ROOT PRUNING COULD RESLLT IN LONG TERM DAMAGE TO ADIACENT HARDSCAPE OR STRUCTURES. Ill. SHRUBS ALL AREAS SHOULD BE FERTILIZED ACCORDING TO THE MINIMUM Sl'HLJJULl' SET FORTH IN THE SPECIFICAT[ONS. PERIODIC INSPECTIOI\S SHOULO EVALUATE TIIE RESPONSE TO THE RECOM'\1ENDED FERTILIZAJ10'J PROGRAM AND ADJUSTMENTS MADE AS NECESSARY. SPECIAL FERTILIZATION NEEDS SIIOULD BE IDENTIFTF.D AND IMPLEMENTED AS NEEDEO. FF.RTILTZER AND SOIL CONDITIONER, IN CONTAINERS. A SIMILAR CERTIFICATE OR UPON COMPLETION OF THF. WORK IN THIS SECTION, CONTRACTOR SHALL MAINTENANCE REQUTREIJ: INVOICE SHALL BE FURNISHED STAT!l\G TOTAL QUANTITIES BY WEIGHT AND REMOVE ALT. RlfBBTSH, TRASH AND DEBRIS RESULTING FROM HIS OPERATIONS. J SELECTIVE PF.RlODIC PRUNING OF SHRUBS. VOLUME FOR EACH MATER[AL. THESE CERTIFICATES SllALL BE SUBMITTED TO CONTRACTOR SHALL REVJOVE ALL EQUIPMENT AND IMPLEMENTS OF HIS SERVICE 2. APPLJCATION OF TNSF.CTTCIDES TO CONTROL INFESTATIONS (SUCH AS APHIDS). THE LANDSCAPE ARCHITECT PRIOR TO THE START OF THE MAINTENANCE PERIOD. AND LEAVE ENTIRE AREA ll\VOLVED IN A NEAT AJ\TI ACCEPTABLE COJ\DJTJON IN 3. APPLICATION OF SNAIL BATT TO PREVENT SNAILS FROM DEVOURING SHRUBS ORDER TO GAIN THE FINAL APPROVAL BY THE LANDSCAPE ARCHITECT. AND PLANTS. 27.0 PROTECTION CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREAS 33.0 TURF Al\D/OR GROUNDCOVERS TNCLUDED IN THE CONTRACT, lNCLUDING PLANT MATERJALS, fl.:NCLS, SUPPORTS, WEEDS WILL BE A CONT1'1UOUS PROBLEM. MORE SO DURII\G THE EARLY STAGES ETC., UNTIL FINAL ACCEPTANCE OF THE WORK BY THE LANOSCAPE ARCllITECT BEFORE PLANTINGS BECOME FULLY ESTABLlSHED, AND TO A LESSER DEGREE AND OWNERS REPRESEJ\TATIVE. THEREAFTER. ALL AREAS SHOULD BE MAINTAINED WEED-FREE. 28.0 MAJNTENANCE A. CONTRACTOR SHALL MAINTAIN A SUFFICIENT NUMBER OF MEN AND ADE(./UATc cQUIPMCNT TO PERFORM THF WORK HEREIN SPECIFIED. PLANT MAL'JTENANCE WORK SllALL CONSIST Of APPLYING HERBICIDES BY A C:ERTif!ED SPRAYER CARJJ\G FOR PLANTS, INCLUDl'-.IG GROUNDCOVERS, SHRUBS AND TREES, EDGING, AERATING AND '\10WING OF LAWNS, FERTTT.TZTNG AND CONTROL OF WEEDS, PESTS AND DISEASES. B. DAMAGE TO ANY PLANTED AREA SHALL BE REPAIRED IMMEDIATELY. DEPRESSIONS CA USED BY VEHICLES OR FOOT TRAFFIC SHALL BE FTL LED WITH TOPSOIL, LEVELED AND REPLANTED. EXTERMINATE ALL RODE1'TS. AND REPAIR RODENT DAMAGE IMMEDIATELY. C. THE ENTIRE PROJECT SHALL BE MAINTAINED FOR A PBRlOD OF 90 DAYS COMMENCING FROM THE TIME ALL ITEMS OF WORK HA VE BEEN COMPLETED TO THE SATISFACTION OF THE LAI\TISCAPE ARCHITECT AND CONTRACTOR H.A.S RECEIVED WRITTEN NOTIFICATlON FOR "S TART 01' MAINTENANCE" D. THE PROJECT SHALL BE CARED FOR LN A NEAT ANO CLEAN CONDITTON AT ALL TIJ\;IES TO THE SATLSFACTlON OF THli OWNER AND LANDSCA PF ARCHITECT. 29.0 LAWN MAINTENANCE A. WATERING· WATFR EVERYDAY ONCE PER DAY FOR TWO WEEKS Al\D PART B MAINTENANCE REQUIRED: l. REGULAR MOWING AND EDGE TRIMMING OF GRASS AREAS (TURF). 2. PERIODIC APPLICATION OF INSECTICIDES FOR CONTROL OF APH[DS, SNAILS, ETC., AND CHEMICAL CONTROL OF PLANT DISEASES AS DIRECTED BY A LICENSED PESTICIDE PROFESSIONAL. 3. REGULAR REMOVAL OF WEEDS BY HAND, AN/OR PERIODIC APPLICATION OF HERBICIDES FOR CONTROL GF WEEDS SUCH AS BERMUDA GRASS, CRABGRASS, NUTGRASS AND DANDELIONS AS DIRECTED BY A LICENSED HERBJCIOE PROFESSIONAL. 4. PERIODIC APPLICATION OF ORGAJ\IC FERTILIZERS TO REPLENISH SOIL NUTRIENTS REQUIRED FOR HEALTHY TURF AND PLANT GROWTH. 5. YEARLY AER.".TION OF TURF AREAS TO RELIEVE SOJL COMPACT!Ol\ AND THATCH BUILDUP, ALLOWrNG AIR AND WATER TO REACH TIIE ROOT SYSTFM OF GRASS. 6. CUTTING BACK Of EXCESS GROl!NDCOVER TO PREVENT "CHOK!l\G" OF OTHER TR.LES AND SIIRUBS, AND TO KEEP IT FROM GROWIJ\G OVER WALKWAYS AND DRAINS. 7. REMOVAi. OF TURF BY HAND, FROM WITHIN 12 INCHES OF TREE TRUNKS TO El .IMJJ\ATE DAMAGE POTENTIAL FROM v10WERS AND STRING TRIMMERS. 8. REGULAR GA THBRTNG AND DlSPOSAL OF LEAVES AND TRASH. THEREAFTER GRADUALLY REDUCE FREQLENCY OF WATER['JG TO THREE FREQUENCY: TIMES PER WEEK. CONTRACTOR SHALL CONTINUE TO MI\INTAIN THE LA 'IIIN 1. Y!O'IIITNG OF GRASS WILL NEED TO BE DONE ON A \\IEEKLY BASIS. EDGE UNTIL FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT AND OWNER. TRIMMING WILL NEED TO BE DONE 2 TlMES PER MONTH. 8. FERTILJZING -APPLY 12-12-12 (BEST OR EQUAL) AT THE RATE OF 5 POUNDS 2. APPLICATION OF INSECTICIDES AND CHEMICAL CONTROLS, ONLY AS PER 1,000 SQUARE FEET THREE WEEKS AFTER INSTALLATION AND WATER REQUlRED. IMMEDIATELY THEREAFTER. 3. WEED REMOVAL ANDIOR APPLICATION OF IIERBICIDES, AS REQUIRED. C. DISEASES AND PEST CONTROL· TWO WEEKS AFTER APPROVAL OF LAWN 4. APPLICATION OF LAWN FERTIUZERAT LEAST 4 TIMES PER YFAR; MARCH, MAY, INSTALL.A TION. APPLY A GRANULAR MERCURIAL FUNGJCIOE OF 1.8% JULY, ANO SEPTEMBER. APPLICATION OF GROITND COVER FERTTLJZER TWO TIMES MERCUROUS CHLORIDE AS PER MANUFACTLRER'S RECOMJ\,ll'NOATI0'-1. PER YEAR. D. MOWING· (TALL FESCUE LAWNS)-THE LAWN SHALL llE MOWED AT A 5.AERATION AND VERTICAL MOWING OF LAWNS SHOULD BE DONE AT LEAST HEIGHT OF 2" \l.1TH A ROTARY MOVER, EQUIPPED WITII ROLLER, REFORF TT ONCE PER YEAR. REACHES 3" IN HEIGHT. COLLECT GRASS CLIPPING DJJRJNG MOWING 6. CUTTING BACK OF EXCESS GROUND.COVER 4 TIMES PER YEAR. OPERATIONS AND REMOVE l'ROM TIIE SITE. AFTFR EACH CUTTING, THE EDGE 7. GRASS SHOLLD BE CONSTANTLY CLEARED FROM AROUND THE BASE OF TREES, Of THE GllASS SHALL [JE TRIMMED TO A NFAT AND U'\IIFORM LINE. THE BY HAND REMOVAL. LAWN EDGES SIIALL BE MAfNTAll\TD l\EATLY AT ALL TJJ\;IES. 8. LEAVES AND TRASH SHOULD BE REMOVED FROM ALL AREAS ON A WEEKLY BASIS. 4. PERIODIC APPLICATION OF FERTILIZERS TO PROVIDE THE NUTRIENTS NECESSARY FOR HEALTHY GROWTH. 5. APPLICATION OF CHEMICAL CONTROL FOR FUNGUS, BACTERTAL, AND VIRAL INFESTATIONS. 6. MONITORING OF VINES AND "ESPALIERED" PLANTS TO INSURE THEY ARE NEATLY PRUNED AND SECURELY ATTACHED TO WALLS OR FENCES. 7. MAINTAIN MEDIUM GRIND SHREDDED MULCH AT A UNIFOR.½ 3" THJCKNESS JN ORDER TO SUPPRESS WEED GROWTH, MINIMIZE THE USE OF HERBJCIDLS AND CONSERVE WATER. ENSURE PLANTS ARE NOT COVERED AT BASE OF STEM. FREQCENCY: 1. PRUNING SHOULD BE DONL AS NEEDED TO PREVENT SHRUBS AND PLANTS FROM BECOMl'JG "llANGEY" AND TO CONTAJN THF.TR STZE. PRUNING SHOULD BE DONE WITH CARE NOT TO "POODLE" SHRJJRS. ALL TRIMMINGS SHOULD BE PROMPTLY REMOVED FROM THE SITE. 2. APPLICA TJON OF INSECTICIDES, ONLY AS REQUIRED. 3. AS SNAILS CAN BE A PROBLEM IN THTS AREA, SNAIL BAIT SHOULD BE APPLIED AS REQUIRED TO CONTROL THE PROBLEM. 4. FERTILlZA TION OF SHRUBS WILL OCCUR IN CON.JUNCTION WITH THE FERTILIZATION OF GROUND COVER AREAS, AS DISCUSSED EARLIER. SHRUBS SHOULD BE REGULARLY MONITORED FOR S[GNS OF MICRO-NUTRIENT DEFICIENCY, AND TREATED ACCORDINGLY AS NEEDED. 5. APPLJCA TION OF FUNGICIDES, BACTERICIDES, ETC., AS SYMPTOMS APPEAR. 6. VINES AND ESPALlERS SHOULD BE MONITORED ON A'J "ON-GOJ',G" BASIS EFFECTS OF DEFERRED MAINTENANCE: I. NEGLECT WOULD RESULT JN OET[RIORATIOJ\ OF THF SHRTJBS, EVENTUALLY RE(./UIRJNG REMOVAL, REPLACEMENT, OR "DRASTTC" PRUNING OF SHRUBS, AND LOSS OF AESTIIETIC APPEARANCE. S J R APPRO V[O F"OR !RR/GA TION AND PLAN Tit-JG ONLY, /f\/CLUOING PR[C!S[ LOCA T!ON or PLANTING AREA. /a.,dscape areh//ectur« i,1nd pla11n1r.g 7859 Sitto Coo;;o Carlsbad Ca. 92009 TCL;i4~276 65JC lrA.X949276 6S •J5 "AS BUILT" RCE ___ _ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD D PROTECTTONICT.EAN-UP: PREVENT AND10R CLEAN'UP OVERSPRA Y ONTO CONCRETE RESERVOIRS, DRAINAGE DITCHES, CHANNELS, STRUCTURES, ROADS AND WALKWAYS. OVERSPRAY AND SPILLAGE ONTO RESTRICTED AREAS SHALL BE REMOVED THE SAfvlE DAY AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. l---+----+-A\-1 -------------+---+-----l---+---II S3HEOETII ~==:.'·':::::::==::::::::::::::;:==::P::::L;:A::::N=:N:::1 N::::G::::=D:;I V:::l ;:S1:::0:::N=====~ LANDSCAPE IMPROVEMENT PLANS FOR I 20.0 WATERING A. IMMEDIATELY AFTER PLANTING, WATER SHALL BE APPLJED BY HOSE IN A MODERATE STREAM TN THE PLANTING HOLES UNTIL THE MATERIAL ABOUT THE ROOTS IS COMPLETELY SATURATED l·ROM THE BOTTOM OF TIIE IIOLE TO THE TOP OF THE GROUNO. B. PLANTS WHLCH CANNOT BE WATERED F.FFICIFNTLY WITH THE EXTSTTNG Exp iration Date: 09_3(,.n,4 LA COSTA TOWN SQUARE PARCEL 3 PLANTING SPECIFICATIONS l---+-----+--------------+----+---lc----+---11 APPROVED: b~ qJ. Uu, .PLANNING ~ &/uf/2.4 OWN BY: DE9GNER OF WORK DATE REVISION DESCRIPTION INITIAL DAlE IN ITIAL OTHER APPROVAL Cl TY APPROVAL CHKD BY: RVWD BY: K{ /UU R,1/Mi R,J/MJ ' PROJECT NO. LPC-2022-0030 AMEND 2017-0012 DRAWING NO. 536-1 L I " i< "' u w " ,, " " '..) ol " '..) c,:; -' Ll.l '..) " t: ~ f- <( f-~ C C., -":, So -:c '" 8 '" § ~ f- u w " " " m f- u ""' ~ "' 0 "' "' ~ "' " :,