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HomeMy WebLinkAboutDWG 492-1L; PD 16-03; OCEAN POINT; 01-29S/-/EET n {LE SI-IT # Tl TLE SHEET 1 I . CONSTRUCIION-EXIST!NG TREE SURVEY 2-12 WATER USE PLAN 13 _,,_, .. "------------·-···-···-··-·-- 1-/YDROZONE & WATER USE CALCS 14 ... !RR/CAT/ON PLANS & NOTES 15-17 ------ /RR/GA TION l EL GENO & NOTES & DETAILS 18 ···---.. !,'?RIGA TION DETAILS 19-20 /F?!;;/GA TION DETAILS & CALCULATIONS 21 f------.....-------------. IRRIGATION SPFCIFICA TIONS 22-23 PLANTING PLANS 24 26 ----------~-----. I PLANTING SPECIF/CATIONS 27-29 ·------- DECLARATION OF RESPONSIBLE CHARGE: I am familiar with the requirements for landscape and irrigation plans contcined in the City of Carlsbad's Water Efficient L.andscape RegulrJtions. I understand that cons-;:ruction drawings ore to be prepared in cornpliance with those reguiations and the Landscape lv1anuai. I certify that the plans hove been prepared irnplementing those regulations to provide efficient use of water. I hereby declare that I am the licensed designer of work for this project and that I hove exercised responsible charges ovm--Lhe design of this project cs defined in Section 6703 of the Business and Professions Code and the design is consistent wfth current standards, I understand that the check of project drawhgs and specifications by the City of Carlsbad end San Diego County Department of Environrnentol Health is confined to o review only and does not relieve me, as the licensed designer of work, of my responsibilities for project design. These plans hove been in prepared substantioi conformance with the approved landscape concept plan, water conservation plan, fae p(otection pion, and a!I conditions of approval ~elated to landscaping. "I am familior with the requirements for landscape and ir-rigotion plans con tqined in the City of Carlsbad's Water efficient Landscape Regulations. i under-stand that construction drawings are to be prepared in compliance with those regulations and the Landscape Manual. I certify that the plans hove been prepared implementing those regulations to provide efficient use to provide efficient use of woter" SPECIAL. NOTES: 1. A SE:PAFV,TE CITY Rl:VIEY'< AND APPROVAi.. IS REQUIR!:D FOR ANY PORTIONS OF THESE PI..ANS R:::OUIRING A 6UIL.DING PE:RMIT. CITY APPROVAi.. OF THESE PI..ANS IS FOR 1..ANPSCAPE PI..ANTING AND IRRIGATION ONI.. Y. FINAL AS-ElU!L T PLANS V'<ILL ElE REQUIRED TO ElE REVl~ED AND APPROVED ElY THE CITY AND FINAL PLANS V'<ILL ElE REOUIRED TO BE APPROVED AND SIGNED ElY THE CITY PRIOR TO RELEASE OF SECURITIES. Ocean Point 5411-5451 Avenida Encinas tr N L() I RENOVATION & IMPROVEMENT OF EXISTING SITE LANDSCAPE ' '° LIMITS OF RENOVATION g ~ ,~-~--~ u.J u.J "' ~ 1 I 0.. 0.. KEY FOR PHASING 4 SHEET COVERAGE OF V'iORK AREA INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHAI.I.. SE PERFORMED BY THE I..ANDSCAPE ARCHITECT OF V'IORK, OR HIS Dl$1GNAT:D AGENT. REFER TO TH: SPECIFICATIONS AND OR NOTES FOR THE SCHEDUI..E OF REQUIRED INSP:::CTION AND R::!GlUIR!:D SUB MITT AI..S. FOI..I..OY'<ING COMPI..ETION OF THE V'IORK, THE 1.ANDSCAPE ARCHITECT OF V'IORK 11'11.I. CERTIFY THAT THE INSTAI.J..ATION HAS BEEN COMPI.ETED BY SUBMITTING THE "FINAi. I.ANDSCAPc CERTIFICATION FORM" A REQUEST FOR A FINAi. I.ANDSCAPE INSPECTION 6Y THE CITY MUST AI..SO Be MADe BY CAI.I.ING THe INSPeCTION R:::OU:::ST I.INE. THe J..ANDSCAP; INSPECTION REOUEST PHONE I..INe, ;1,0 60:l-4606 e-MAII. "FINAi. 1.ANDSCAPe CeRTIFICATION FORM TO, mikeelliott:l@cox.net June :;,e, 2016 Carlsbad ca 160 -434-2152 -1 '. : I -,. < TT\ -;t. \j -,. TT\ -z 0 -;t. -,. li' SHEETS 2,16,4 24 PHASE ONE ~ 3 "' I " " C "' ·0 "' ~ 3 u.J "' " ·c ~ jo b 5ite -- ~ u: ~ µ "' µ "' L " µ " Cannon Road Palomar Airport ~d .JOB LOCATION MAP ... () N CITY OF OCEANSIDE HIGHWAY /a J NOT TO SCALE PACIFiC OCEAN APPROVED FOR PLANTING AND IRRI G A'I'I ON ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. : CITY OF VISTA CITY OF SAN MARCOS CITY OF ENCINITAS CARLSBAD VICINITY MAP "AS BUil T" TITLE REVIEWED BY: l'ISf'ECTOR DATE D.4TE L_ __ .L ·----+---------------··-------------,---+----t---+------1 Ocean Point ------·-···· -----!--------1--------l----+------l----··-- DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED PLANNING PROJECT NO. PD 16-03 4'-u, /._ DATE DRAWING NO. 492-1L D!:COMPOSeD Gt..:.ANITe PAVING -SPECIFICATION Pt..:.ODUCTS: A. Decomposed Granite Material: Clean, hard, durable particles or fragments of 1/4" minus select crushed granite, river rock, or basalt. Material fines shall be evenly mixed throughout the aggregate. Jlllhen produced from gravel, fifty percent (SO%) by weight of the material retained on a No. 4 sieve shall have (1) fractured surface. The portion retained on the No. 4 sieve shall have a maximum percentage of wear of so at soo revolutions as determined by AASHTO T"IE>-ii. The portion passing a No. 4 sieve shall have (1) fractured surface. S. Stabilizer Binder: A non-toxic, colorless, orderless, non-staining, concentrated organic powder that binds decomposed granite or crushed 5/S"or 1/4" minus aggregate together, created a natural-appearing, firm surface. Material: Stabilizer by, Stabilizer Solutions, inc SOS South :ZS th St. Phoenix Az 85034, (800) 336-2468, or approved equal. Application Rate: Stabilizer shall be applied per Manufacturer's written recommendations. Minimum rate of 131bs /ton. C. Soil Sterilanl: Spray-applied selective pre-emergence herbicide: "Chipco Tonstar G" Rhone-Poulenc, Inc 9201( 297-0100, ''Treflan 5G", Dow Elanco, "Devrinal" Stauffer Chemical Co., (415) 231-1000, or approved equal EXECUTION: A. Blending Stabilizer-Binder 12-15 lbs of Stabilizer per ton of decomposed granite of crushed 3/8" of 1/4" minus aggregated screenings. II is critical that Stabilizer be thoroughly and uniformly mixed throughout decomposed granite or crushed aggregate screenings. Blending shall be performed at the batch plant that will supply both the aggregate and stabilizer. B. Placement of Decomposed Granite Screenings of crushed 3/8" or 1/4" minus aggregate screenings: Place aggregate in lifts and depths shown on standard drawings. Install per Stabilizer Solutions recommendations. Place aggregate screenings to 85% relaive compaction with a double drum roller (2-4 ton) or single drum roller (1000 labs) or vibratory plat tamp. Do not begin compaction for 6 hours after placement and moisture penetration. However, compaction must be completed within 48 hours of placement and moisture penetration. C. Repairs and Protections: Remove and replace stabilizer decomposed granite crushed 3/8" or 1/4" minus aggregate paving that is damaged, defective or does not meet requirements of this section. Repairs can be made by the following steps. 1. Roto till damaged area to the depth of stabilized aggregate and square up side walls. 2. If area is dry, moisten damaged portion lightly. 3. Pre-blend the dry required amount of stabilizer power with the proper amount of aggregate in a concrete mixer. (12 lbs per ton) 4. Compact with a vibrating plate compactor or 1000 lbs drum roller. Keep traffic off areas for 12-48 hours after repair has been completed. D. Maintenance I Repairs: During the firs year a minor amount of loose aggregate will appear on the surface (1" to 1/4") if this material exceed a 1/4" depth redistribute the material over the entire surface. Remove debris, such as grass clippings, leave or other materials by mechanically blowing or had raking the surface as needed. Fill any areas with supplemental stabilized dg. Water thoroughly to the depth of 1". Compact with a power roller of no less than 10001b. For ruts greater than 1/4" in depth, scarify or rotor till area and supplement with additional stabilizer decomposed granite materials to bring surface to original grade. Water thoroughly to a depth of 1". Compact with power roller of not less than 10001bs. If cracking occurs, simply sweep fines into the cracks, waler thoroughly and I I I hand tamp with an 8"-1 O" hand tamp plate. MATCH LINE SEE SHEET -I 3 _J _p __ r_Q_e_r t I . -__ y___ -L tL___e I...ANDSCAPI: CONSTRUCION PI...AN ,Cl Secti n 'A' I I :::s RE:Giv.DE: PUL, ING SACK GRADE: TO SO TED SE:RM :Tl i §, . 11------- \.ii• ii ~ J?;Ei~.'\;.:;l1'.~{;c:hf;;i I I ~~j~~%~\~~;:t)~, 1,,\1 ' j I "' fl:. "' fl: "' fl: I ·1 I 111 ...--+-'--...------;--,..-It 11 ii .. 'I ' ;:, GROUND PL.AIN CONSTRUCTION L.EGEND 4 DeTAIL.S 1 -DECOMPOSED Gt..:.ANITe JIIIAJ..K -4" DeeP D.G, to be "Gt..:.APHITe Gt..:.E:Y FINES" :Z -t..:.OCK covet..:. -AVG. I!," AVG. DEPTH 4 "10% COVet..:.AGe SAS!.. T CHIPS 1-4" S -t..:.OCK covet..:. -AVG 4" DEPTH "10% COVeAAGe SAS!.. T CHIPS 1-4" OVet..:. 1" OF 5/8" MAINTAIN POSITIVE DRAINAGE @ MIN OF .2% IN FL.OY'l L.INE D.G. Y'lAL.K WI MAX .2% CROSS FAL.L. 4 -t..:.OCK SUMP -SX:Z1FT SFT DeeP SACKFIJ..l.. JIii/ SAJ..ST CHIPS 1-4" S -COSSJ..e -'SJ..ACK BEACH COSL.e' -4"-E," 50% COVet..:.AGe OVet..:. 1" COVER OVER SASL. T CHIPS -S/5" 100% COVeAAGe. SHAVE GRADE OF EXISTING BERM E> -t..:.OOT SAt..:.t..:.leR Per,1. DeT AIL. 4 SPEC All rock 4 D.G. available at Southwest Boulder -stone All headers to be constructed from plastic-wood product D .G. J/'iAL.K Sec TION DETAIL. i -PHYSICAi.. SePAAATION SAt..:.t..:.let..:. ON Pt..:.OPet..:.TY l..lNf: -See DETAIi.. SePAt..:.ATION AL.ONG-THE NOt..:.TH EAST eDGe (OUT SIDE OF JIIIOt..:.I< At..:.EA) Jlllll..L. JUST Se THE CAPPING OF SPr,1.AY HEADS Al.ONG THE PL. AND r,1.eMOVING THE VAL.Ve FOt..:. THAT SYSTEM -ONJ..Y. .2x4 HE.ADER CUT E:NDS @4S0 4 L.AP PIN f"<ITH #;;) RE:SAR TO secui.:.e- TY'!O .2 INCH L,IFTS Of D.G. INST AL.L, PE:R SPEC - D .G. J/'iAL.K DeTAIL. ROCK SUMP DETAIL. HOL.D SAC,!<; FF<OM AL.L. PJ..ANT MA T!=f<IAL. E, INCHl:S r----Sl:T SUSGF<ADI: Z INCHES \J r-,. ScL.01"1 ADJACl:NT PAVING : .:~,: ....,.--1 --,': ... ' _ ,,~_,, ---''--'7''',--.'1 1°~1 I= ,----1,_::_111=111-' -11 ·111,;; ~_II =Jlt :1 11=-= I =· 1~-=11 ! -=i I 1=-~1 I = I 1=111-=--:1 I ---I 1-==111 _j I COVl:F< SUS GF<ADI: w/ J..APFl:D 4 PINNl:P FIL. Tl:F< FASF<IC 1"-4" ~C.K W/ -==10% COVl:F<AGI: $ AVG 6" r:>ePTH use lxE, INCH Hl:ADl:F< TO l:DGI: W/ oS F<l:SAF< ADl:OUATI= TO i<l:EP A STF<AIGHT 1:DGI: 1:DGI: CAVITY wl 1xe, Hl:ADl:f'. Sl:CUl".I: i"IITH #S f'.l:SAI". i"IHEl".E Nl:EDl:D SACl<FIL.L. W/ --~ 4 INCH COVl:f'. OF f'.OCI< ,-seT HE:ADl:f'. :l INCH I • 61:L.Oi"I F.F. r~m ir '!c,lil~' = -1~1_-11H~1:-i!-11~1,-11-,11 ;--:-,:i :·-1 :--iii-~ --:11 -,1! -I !-: :11 ._--·1w I" COVEi". OF S/8" SASAL. T SAS!: i"IF<AP 4 PIN l:NTll".I: CAVITY WI FIL. Tl:!". FASl".IC ROCK COVER DeTAIL. ROCK SED DETAIL. expires 4-S0-201i CONCRETE HEADER CONTINUOUS CONCRETE: SEPARATION BARRIER DeTAIL. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. INSPECTOR l<eY MAP "AS SUI!.. T" DATE DATE 1-==:'-:f'--':--'-~1::c,"'--c-=;:::=~=D..;::~'=1~_:__:_~::::evc:.i::=:1~c..:.__---------1---t----i------;------1 I sH.;Er I CITY OF CARLSBAD ~ t>-.25-1 4TH CITY' RJ:VIE:J,'s :=="""==-====P=L.=A=NN=l=N=G=D=l=Y=IS=IO=N====:'...::~==-=' Ocean Point 1------,r---t-----------------ii------t---t---t----; I ::N:~~: . ~=ea 4 -~i..;\\- DWN BY: __ _IIYEJG PROJECT NO. CHKD BY: WD(L P016 03 l<.YV'ID SY, WDG___ • DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL orHeR APPROY AL. CITY APPROVAL DRAWING NO. 492 -IL . • l<EY MAP ~I i I I ·1 l// /~ ' }/ / / '! • . i •.--, 1,b I I I I /I I•• I·: • 6--,, I /" lo----o-+-r ' I I '1 I I ' I:; I I I I I L.ANP5C.API= C.ON6TRUC.ION PLAN I I 15 ,, I I i I I I I I I I □ "I "I'' I ' ' ' I -_J L ___________ ~ I / 40~ r• = ;i~ NORTH i ·I _,, __ , ( >' '·I tr g: 1'. _J ll" expires 4-:l0-201i 6-24-2016 1 ' i--0 ( I :1 I l l / ' 1~1 ·' ' . /'' ,-,~-ti' i··ffl"Tt;·~· ' '' b I I bl·, ' I I I ______ I I 1. I I I L_ t -------------_j_ -[---1' b -+ 7 : • I • , I , ' ' i I : •_.., ' ' tf r .......... I 1) I j ,,; 11 · · I I I ' I MATCHLINE SEE SHEET -2 1'''"""'"' i I I _J APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. C\l tu lU :r:: (fl lU lU (fl lU z _j :r:: u ~ 2 "A5 SUI!.. T" TITL.e _______ _ INSPeCTOI'<. DATe 11-45=-.:::=6-=1 ±==~~.:::=ND=:c:=1TY==~==:1ell'l===============~===~===t====t===1I L s=~=EE=T :'_':I =C=l=T=Y=O=F==C=A=R=L=S=B=A=D==.:'...:::I =,.,7 1 ~1<1-16 51'-.D CITY l'-.!:Vlell'I r-;;.., PL.ANNING DIVISION -i DATE INJTIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE: INITIAL OTHER APPROVAL-. Ocean Point DATE INITIAL CITY APPROVAL ---------,------------------------------------------------- ----------------------------------------·------------------------------------------------------------------------------------------~ ' ' ' 1\ NEW PATIO PLAN #4 __ _j 1/2"=1'-011 'i : : ' ,-~ : / -~ (2_' ADA WHEELCHAIR CLEARANCE \..__"__) 3/4" = 11-011 I _, il 5 ) ' I ' ' / :--------- r31 SEATING WALL #1 \.J 3/4" = 1'-0" L..__ ________________________ _ i LANDSCAPE '4-, SEATING WALL #4 ~/ 3/4" = 1 '-0" I' ' 18' -11112" 0 ' 4'-8112" \ ------. ----+---~- \ / -SEATING WALL #1 / ;I I 6 15' -11112" -! -/--~-RIDGE LINE I \ / -~ FINISHES LEGEND -------- /C\ BROOM FINISHED CONCRETE (w) CEDAR PLANKING "'-~ WITH CLEAR UV STABLE COATING -. . . . -__ . ------_' -'-·------· --' ' 1 ~ ----'is- PLANTER#1 expires ~-30-2017 1' -O" 8' -3" I 1'-0" l 7 7; (5' SEATING WALL #2 \.__. 3/4" = 1 '-0" I tc\ ~--~ 4' -3" J 1'-0" -,;f------------s-• -- '6' SEATING WALL #3 \ ___ ,,..-' 3/4" = 11-011 2" X 2" DRAIN CUTOUTS ______ .--~ ADDED AS NEEDED DEPENDING ON SLOPE --~----· ---- (j\ PERSPECTIVE VIEW OF SEATING WALL \__) BU!LDING 5411 ( for reference --AF;t A 4 only) ENGINEER'S SIGN.ATURE REQUIRED ON PAGE 1 ONLY APPROVED APEJROVED l"OR PI--'ANTINC; Li\ND IRRIGATION ONL,Y, INCLUDING F)REC~ISE LOCA'I1ION OF lJLAN'TING ARJ~AS. DATE REV!E\./ED BY, ------ ENGINEERING PLANCHECKER DATE INSPECTOR DATE 5-19-1 3RD CITY--REV-IE~W~--------+----t----+---------t-------SHJET CITY OF' CARLS BAI) f"''>HEETS 4-26-16 2ND CITY REVIEW L[] - ------'+-PLANNING D!VJSION L2 9 1----1--~--------·--·-----·---------t-----t--+---f-----1 ·-·-------------------------- 1---+----+-----------------· - Ocean Point --+----+--------------------------1-----!-------+- -------------+---------------- -1----+----+---lA _P_P_R_ov_E_D__,/ _ __:~;:.c·==----="'--4:__,___, __ £::.ly~-- PL.ANNING DATE INITIAL --------------I---_,_ _ __, OWN BY: __ woo_ PROJECT NO. PD16-03 ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL _l)_II_T_E_ __ INITl~l,_ CHKD BY: __ WO.Q_ RV\./D BY, _ _\1\/_QQ_ __ ~-----~ OTHER APPROVAL CITY APPROVAL --r; 2.-) • .t\a._ DATE DRAWING NO. 492 -IL ---------~------ ~ ~ "' 1', b L ~ .,,... ,...- TYPICAL ,SEATING. WALL AND PLANTER ELEVATION T'{PICAL xr. ·:, 11':JF P(PIGAL o· :1" ff 1ul~-.~,-1_~.-!.-[-1'.-,1--~ . ~ . ' .·• i,.._,: '"":.. I'',·-. ;~•-• -' .. ' ' ,j i\t·~ ·,,:: . . ,· ~;;_-,· -;-''"-·:•\, :;{_-.l «: ,-.:;_~.~~ .:~J~~: ·~ t~<~:}·~;i ~ ry:~ ~~~ ·<.-: --i_;;·_· ~,~: SEATING WALL SECTION DETAIL: REBAR DETAILS: COtfTINLJ!',S.#3 REBA~ TYl"I.CAL FORALLSE:AT Vlil.\LLS: l' .. li!.. .O' , 3" ·t·.··. t' O! <3" i, _ &~ro,~ l -----~ .... '• co PLANTER WALL SECTION DETAIL: 01'L-"L FINISHES LEGEND '\ L~ BROOM FINISHED CONCRETE r:· 1,W) CEDAR PLANKING WITH CLEAR UV STABLE COATING (-, PLANTER #1 ,.'1.. 3/4" = 1 '-0" OONTl N U'ES #3 REBAR T'l'PIC.ALQJ,,J SCJfH.SIP~$ expires 4-30-2017 BUILDING 5421 reference (tor AR[A only) ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE 2ND CITY REVIEW 4 r-·\ PLANTER #2 ,,3.) 3/4" = 1 '-0" AI=JfJROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING L!\REAS. 4-26-1 5-19-1 3RD CITY REVIEW~------ DATE INITIAL ---+----+----I DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 5'·81/2" ~ -" I " I . I I I L_ 'ts--.~~-~~. -'!s ,J,_[1 '_:_ 4 112·: J I O' -3" -,,:-,r- 11 AS BlJIL T 11 DATE REVIEIJ[D BY, INSPECTOR DATE Ocean Point , . ·1 ----·-- L 11, NEW PATIO PLAN #3 \'.. __ _j 3/8" ::::: 1 '-0" I\ /C\ -- /_--"/C'--"\ _____) 2' -1" I II 1: 1: . II I i' I I ! I. BUILDING 5431 I 5' • 7 1/2" PLANTER~ "' "' (6) SEATING WALL #4 \_ 3/4" = 1 '-0" ;t\ 1' -0" ,----/~QJ 7'-101/2" 1'-0" r-------------/--------,!< -_c-[ . ---------------------- r---__ -----------~==~==---===--==-=~==== -----1 • i..... _____ ------· -----. ---~-------~------------{_ (7 SEATING WALL #5 \'-_j 3/4 II ::::; 1 '-0" =~~-=-~~=----1-------- c: ./ F /\ (C\ 2' · 6" (Y --- ' I I I (;;i, ADA WHEELCHAIR CLEARANCE \_"/ 3/4" = 1 '-0" (s-\ SEATING WALL #2 \ _ _.,., 3/4" = 1'-0" ! ' II 11 I I ii I I (:3 SEATING WALL #3 '-=,/ 3/4" = 1 '-0" FINISHES LEGEND 1~ BROOM FINISHED CONCRETE (vj) CEDAR PLANKING WITH CLEAR UV STABLE COATING NOTES: ------ • CONCRETE DEPTH: 4" SLAB ON GRADE. • EXPANSION JOINTS: 1/2" ASPHALT IMPREGNATED FELT EVERY 50' IN BOTH DIRECTIONS. OR WHERE PATHS CONNECT TO PATIOS OR EXISTING. • CONTROL: 1/2" TROWELED CONTROL JOINT EVERY 8' TO 1 O' FEET. • SUB-GRADE COMPACTION: SOIL TO BE UNDISTURBED. SLAB ON GRADE. • CONCRETE FINISH PATHS: EXPOSED AGGREGATE TO MATCH EXISTING FLATWORK. • CONCRETE BENCHES: MEDIUM BROOM FINISH. /, _IC\ / _ ______;;,, (a°: PERSPECTIVE VIEW OF SEATING WALL I \j 2" X 2" DRAIN CUTOUTS i ADDED AS NEEDED DEPENDING ON SLOPE -----1---- BUILDING ;')"1-21 -AJ~[A 3 (for reference only) FNGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY ~PPROVED !------------------- ENGINEERING PLANCHECKER DATE APPRC)VE1) FOR PL,AN1'ING AND IRRIG1-\TION ONLY, INCLUDING l:)RECISE LOCATION or~ PLANTING AR_EAS. RlV!EwE!l BY, INSPECTOR DATE DATE 4-26-1 2ND CITY REVIEW [£:] l-'5'--1-'.e9'--17'---l---""3R'"°'D"'--"'-Cl'--'-TY-'-'-'R=--EV"-'-IE"'-'W'-'----------+-----1----1-~e------1 SH6EET CITY OF CARLSBAD I s~Et?s PLANNING DlVlSI □N ! 2 J --1------t------------+---+----+-------1----l --I---!------------------l-----+----+---f---------Ocean Point --t----1-----------------------------------+ ---1---l ~-==========-·--·--·=--=-·===·=-=-~- ' -4-~------r--z..1.1<,s:,l -+-------------·-----------------------------------1-----+---+-----' PLANNING__ _____ _ __ DATE __ _j -------•--------+---+-----+------- APPROVED DATE INITIAL ENGINEER OF WORK OWN BY: _ _II!_ VDG I PROJECT NO. I _DRAWING NJ CHKD BY: -WDG PD16-03 __ _J 492 -IL RVIID BY,-__ 1/\'D_G__ --·--------------~--------- ------·---~ DA TE INITIAL OTHER APPROVAL REVISION DESCRIPTION DA TE INITIAL CITY APPROVAL 1' -O" Y---~ -, r ' ~ (-PLANTER #1 ,_!,, 3/411 = 1 '-011 ,, .,_ I - ;", ,t\ / /__ i i'-- ' "' BUILDING . ' ,, 5' • 7 1/2" ---- ' ' 6' • 5 1/2" ----, ,_ - s.'.f ➔ ---,( REBAR DETAILS: ·, '· ,'[-' ,, -~ ' -;~:.'.~ -~ ,, l -~; ,~ -.,. ; ,_. '(;1 ~ . ~ :~ 'r ~ 0 "' TYPICAL SEATING WALL AND PLANTER ELEVATION t¼ ~ ~ N' TYplQ/\L O' ;,~112" SEATING WALL SECTION DETAIL: FINISHES LEGEND /\ 1c' ' \ L'-.L_I BROOM FINISHED CONCRETE CEDAR PLANKING WITH CLEAR UV STABLE COATING ~· ~--"'" :. '., -·,_, -; . -' -;:~-r -~ c:0Nr1NuEsif~ t<EEll\R. l'YPICAL !"OR AlL SEAT WALE$ PLANTER WALL SECTION DETAIL: CON'l'INUE:S.#3'REBAR TYPIGAL.ON lilP'IJ-CSID5$ BU I I_D ING 5 1~ 21 AJ~ EA 3 ...----------------,----1,-A-S ____ B_U_I L-T-,,, ----; ( for 1·eferen ce only) API::iI~OVED FOF{ PLANTING expires 4--30-2017 -----,. -------- ENGINEERING PLANCHECKER DA TE 4-26-16 2ND CITY REVIEW 5-19-1 3RD CITY REVIEW____ -- -----··+----+-- DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION AND IRRIGArfION ONLY, INCIJLJDING PRECISE: LOCATION OF PLAN1'ING AREAS. REVIE\JED BY, INSPECTOR Ocean Point DATE INITIAL DATE INITJAL OTHER APPROVAL CITY APPROVAL D WN BY: _ _ltY_Q_(,i_ CHKD BY: "--'i\'QQ__ RV\-,'D BY,.W.Ql, __ _ PROJECT NO. PD16-03 DATE DATE SHEETS- 29 I DRAWING NO] 492 -IL I NOTES: . 4" SLAB ON GRADE. • ~ -CONCRETE DEPTH.. 2" ASPHALT EXPANSION JOINTS,-~VERY 50' IN BOTH • IMPREGNATED FEL HERE PATHS CONNECT RECTIONS. OR W ~6 PATIOS 0~ EXIS;::J~~ED CONTROL JOINT CONTROL: 1/2 TRO • • • EVERY s· To 1o·~g!b·r10N: SOIL TO BE SUB-GRADE CO B ON GRADE. UNDISTURBED. SLAPATHS: EXPOSED CONCRETE FINIS~ATCH EXISTING AGGREGATE TO i' I' !i ;·-1 •I' , 1% ~--, r; "''~,_-.. -n • f------------i _____________ ---r--:. ---------c-------. -~-·--------,-. . . U, 7- / ' ·1 ' I I ! . -(N) D() • FLATWORK. ENCHES: MEDIUM BROOM CONCRETE B FINISH. •-" SEA TING WALL #4 t.,,.,.-i"'· '. ' . ' ~};~3~~, .. ·E·~ES~~~~~~~~~ FINISHE§_LEGEND 1&,, BROOM FINISHED CONCRETE (w) CEDAR PLANKINGSTABLE COATING ,_ WITH CLEAR UV PATIO AND CONTAINER AREA #5 ra\ NEW ,_1/ 3/16" = 1'-0" SEATING WALL #3 '4" 'O" ,,_'.) 3/4" = 1 - 1' -O" -SEATING WALL #4 1 5' 'O" 1,.'J 3/4" = 1 - ,---~ ,.--.---'!--. . . ~ 5' -0" ---' " LANDSCAPE 11'-61/2" . i ' 1% 1 Ofo ' i ' LANDSCAPE LANDSCAPE 1% _L..L-L ,,__,~ c. ·_, -' :_ rc;;tf- A WHEELCHAIR CLEARANfE-,,---ADA · 2 1' O" \'. _ _/ 3/4" - ·'--c-1.•.··., 117?71,¼fZ ii -'. //;7111!~ • .. \'. :[ ., SEATING WALL l~E~RS~P]E[C:Tl~V~E:Vl:E=WO"_F-=--------~ · -,-PATIO #5 00 / - I I 2" X 2" DRAIN curou;:PENDING ON SLOPE . --·----ADDED AS NEEDED ------=-=~-;-;-~:;~---,;;, A\:si· -BB'uJ!ir L::'Tf,~,----~-: 8UII DING 5441 -~R-C APPRO -RIG AT!ON ONLY. EJ.\ s vE·.o FOR PLANTING - r", eference onlyJ ANfJ II~ . PRECISE ( for INCLUDTNG PLANT'ING REVIEVED BY, DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE LOC A T'IO N O }7 i ..... -===;~~~~~ARLSBAifirDA~TE~ -AREAS. INSPECTOR -~) I SHEETS I , -OF C Al=tLSBA 29 +----r-I IT:] CIT~'LANNING DJVISHJN .:::::::-:::::.---7 __________ DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL Ocean Point !APPROVED -G~=&~_fil\:.n1i PLANNING r. -GPROJECT NO. UiS. WN BY -~~t-· . PO16-03 CHKD BY: · WQ..Q RV\JD BY,__ -- DATE !I ;~AWING NO I ! 492 .. IL ' j ------------ TYPICAL SEATING WALL ANO PLANTER ELEVATION • r . • -"!, ' \4, ,, • '; '\, i ..... -,-:''. ·. r:·••.;}:,'.• •~,.,~~.,~---;··<·:~-~---------;' : -·-,,.<-,,,,, • , , ---4-~-.--~· 1_. · -" 4~. \-. \·-,,-'-· ~--\ -·' :' \, .-··-~,._ ,, . ,.,._ '..-.. /','li• '-r'..+, •·;-,-~.,--~;4 ":,--~---' , • ""',:·-~I'.;/. ,,i,,• • ,,,,:·t ...,~· ~ .·:;·-l:·ic:}1};· __ ~_ .... f \·:t::l~--· ·:,;;: 1 -\~:~ •• , ~ -•. ,,,. -, ·-/· . .s··,};t,,1~'4_:,.:':_1,. ')~~.l: .• ··.·.·.;:·.-•,~. ..,," ··~:. • ---· £ ';:.;:.:;-~ s.:·.--· .. :,.. <<,} b . --.-·-~~-., -~ ,., .. ·· ( :~:t;/: ;{_;· ' : ~ .. .. r:,{::•.r.-· · ... -~~~/.(~· ~:·:-":;{!~--~: ·-• ~~:-:.: '" -, ' ' ·,· +~ ' ,. ,: .. ' ,1 • ., .; -• ': ~-' •• : ,,, )-'!~.; ...• ;-~ ·· .• ~-,,;~• -·..-t" :. ~~-', Q(il•ff!!il/E?.i/;) REllA.R ·UF'It'.AL fQR.-ALL .SEAT WAl.LS: . • ,..... ":;:· -'..-r-·· •;., ·;it,·.•·,·.,, •• , •. · ,;1 --:. •. ;. !f "'. ?-":-·. ,,. l 4 : -... :.,_:~/-~-~~,1:·:~~>: ·-~,)+: · -·:'~-:t ~:-~,:t\.i: ~7 I -~1;""·."'~-•"' ........ -_~. <·:·, .. i':}/ ".,,.~~-~'.::,t.:1:_~:>:;:~~:-'..~::;;';, ·.~.-~~ ~ 7---.,: .;·•',,~--;~·)<; -~"'.-./~-": . _4_' .~ .. ,.-~~i:::;::;;;:;j~~*==1==~ :~--· ½-'~ ~ ... -':i '. '\ ,, ~-~ .. ,,~ ' f":_~;.),,. ;,_ . \;" ·;~,.-.'.~~-·· .,_ •1 ~--· { ..... ,,,. -, " :, :_ ~ :~ ,\ ·.~·"' _, -:: ~;-i}-. -, ,·:tt.'·.; _;<~ .9 .:, ::·:~r · SEATING WALL SECTION DETAIL: REBAR DETAILS: ;o; PLANTER WALL SECTION DETAIL: CONTINUES.i'l~REtiAR TYPfQALON BQ1HSIQE$ r-, PLANTER #1 \.1-,; 3/4" = 1'-0" FINISHES LEGEND i} /._.', BROOM FINISHED CONCRETE CEDAR PLANKING WITH CLEAR UV STABLE COATING ,.-,, PLANTER #4 \.~) 3/4" = 1 '-0" •::;-\ PLANTER #3 lJ; 3/4" = 1 '-0" r·i PLANTER #2 \ __ j 3/4" = 1'~0" 9' -3" B' -0" ,----lci 4'·4112" 1: ~---=t, 5' -8 1/2" 1'-4112" O' -10 112" I ' I -----1~·., .. ' ' I I ,~· ~ _:_,_ { _,,__1_· -_4_112" J BUILDli\JC; 5441 (for reference Af~E/\ only) ENGINEER'S SIGNATURE REQUIRED ON. PAGE 1 ONLY APPROVED 5 Al=>PROVED FOR PLAN.TING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING ARE.AS. 11 AS BLJIL T 11 REVIE\./ED BY: DATE ENGINEERING PLANCHECKER DATE 4-26-16 2ND CITY REVIEW 5-19-1'--;t----t-3"'""R"'D"'C;c-lccT""Y-;cR~E""V~IE"'W-;-;-----------------'-+---+-~=~=~~=~=~-------- ,-----+------- -------·---------!---+-- 1----+-------- t-----t---t---------- DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL INSPECTOR DA1[ CITY OF CARLSBAD SHEETS 29 Pl.ANNING DIVIS [ON Ocean Point APPROVED ~ -----1 ---~ . ~_:-_B\...si½____ -1 ·U .. I Cc:> PLANNING DA TE --·---- N BY: __ llllQQ__~ I PROJECT NO. KD BY• J:f.flli__ PD 16-03 lvD BY,_~l:'.'/Jl.Q ________ _ 1 DRAWING NO. 492 -IL __ J~--- w (l_ <( () Cl) 0 z ::5 + /1' NEW PATIO AREA #2 "-3/8" = 1'-0" 5' -4" LANDSCAPE 6' -2" . \ ' \ ' ' I -• --':--;-------; - ) r [/1 ' t . I ,, I/IVll/11/': / ·• · SEAnN,G WALL #1 · 5' -O" =r--------·--)' LANDSCAPE REBAR DETAILS: FINISHES LEGEND /\ /C\\ BRUSH FINISHED CONCRETE (vy) CEDAR PLANKING WITH CLEAR UV STABLE COATING { b '- ). /3, SEATING WALL #1 \_.; 3/4" = 1 '-0" I (,2) ADA WHEELCHAIR CLEARANCE \_____ 3/411 = 1 '-0" (,i') SEATING WALL #2 \'-,/ 3/4"=1'-011 ;\ ~-/C\ TYPICAL . d•-'f', ff 11 ~1 _fl __ 1-1 -1- :1tQ· ·, ,7"_~.-,· .. -,._:_:?_··:·_"' ___ :'~::_ .. /?,~~-:~::,-~ ; .... ; ,··,.-.'"--,_.:-, ·. ,., ',t-·, TYPl!'.}AL 0', 3 ·tt;2'' • • "' -• .l '•, ~ s<-1", ,;••,'f'""\.,: b ;: :_.jf:. ;~. ~;~;;-~-,;t ;'. :i:~:r}>): ~;;~:~~:i,?tf :t :":;,i~ ~ ):' :r•~. '.;0.i ,, · · .. ~ .. ······.,·.·.· •·••.· .. ·· ... ···.• ·. ·· .... ·, ., · .. ,·,· • ·.·,•.•'··••·•···'·.·•····ll!Jiifi.·.·.•· .... ··~·.·.·•.·.·~. \.~-· .. :tt·. •=---=1• a~~--1 1'·:~-j_ ~-"~. .; .. ,c:-- . ' . . .. ,.,. . "" ,,. '"' ¥' " ' -,IJ., "''' ;.•• ~. -~ ,,/,,,. ~ ,4 • ' • •.:,C.· ;. '-~ ·:"' ~ -~;),-' ~ -,_<I, ,., ~;'> ,~ "• .• : ; -;· s ;,'-~) .-,.4 ", ,..-! \,:,, ). ;;,:''.}}t';;'.!?/:{};t.·:f·; •t::y},fai/.' ~{(:',}}'(i ':'?::f:'." -r C9W'INIJ8S;#:il RE,B/1,~ ., TYP!CAL F◊.R ALLS8l.T JJWl.t6S, ., ,//: ·t,•· , ,.-::: · ; :;··~-: : i. ~-;.,. :· f ;: :,' ~: :: -~ :., ·T~_:;-:: :"~-: ::i ,~.,, >; .1~ :1:?;{~::,_;t-_\:i:>~,:·:~>::,:-.. 'r.. -, ~-"::.·:·· , ' ) •.. :· )·> ; ,:·~i\3;:.tf f ti Jt~ I:'!): ,;!:~~!iI;',:l~=••·•::;·13:s·'=t~•· :::. _:::;;.:·:,;-~j=·ll===1==~:----__,l ~.,".,,.,,;.••, ""-..... , -, .• -·.;,,j: '' -~-'"' -.,· .t • .i•· . ...,,_-·,,:,-__ ,f, --< ~--·, ........ ',' -'tj-· ·::;:-:::•f ~-;:: '~ ~:-··,~1;};~f :i;r.:;1~;~~:~:t·:;:~:}l:t,_:,}_;'-;:;:;:~?•·:.::; .~·\;:;i ,;;,,_ ~~·.'.· ~· b· ;-----'-"\,cc-~ b SEATING WALL SECTION DETAIL: (!5\ PERSPECTIVE VIEW OF SEATING WALL \,_ J BUll .. D!NG 5441 ( for reference AREA only) 2 APPROVE]) F'OR PLAN1'ING AND IRRIGATION ONLY, INCLUDING fJRECISE: L,OCA'TION OF7 PLANTING AREAS. SHEET 10 t------;---+-------------------+---+---t----+-----1 REVIEl-/[D BY, INSPECTCJR BU Tl ·-:~11 J. --i UATE CITY o. F CARLSBAD I J SHEETS I PLANNING DlVISi□N I 2 9 Ocean Point APPROVED 1-----+----+··-------------------+------+----+------+----f 1-~l_<e__. 1-----+----+-·---------------------e--·---+---1----1-------1 ~f;:'L:,:A::N~~~II::NG::::::;;;:;::::=,-;;========~==D-=A=T=[=::; DWN BY• . V'IDG [ PROJECT NO. DRAWING NO. CHKD BY• ___wDG__ PD16-03 I 492 -IL RVI-ID BY, 1/Y_QG__ . ________ I t------f-~=-+-------------------+----+----+----+----t DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ENGINEER OF WORK .REVISION DESCRIPTION ----------------~------------~ ' " I ',_ 3' -8 1/2" )'----__,,_ ,-'~·' ~~=c=- ; ' ' . I ~I~ I 1,··••'' -~~~-] 1·1 PLANTER#1 l · t ·L ____ .,,, ---~-, __ _ --_ ________J . ,-''L. I ! ; ' ' ! ! ' i ' ~. i L··1' ·11.· . - SEATING WALL #1 . ' . . - (j, NEW PATIOAREA#1 . ____ ___,, 3/Bll :::::: 1 '-0" 18' -1" .. LANDSCAPE 1'-0" 4'-0" i ---¥--~~ FINISHES LEGEND /ti BROOM FINISHED CONCRETE / ... ---.,\ <V.\/) CEDAR PLANKING WITH CLEAR UV STABLE COATING NOTES: • CONCRETE DEPTH: 4" SLAB ON GRADE. • EXPANSION JOINTS: 1/2" ASPHALT IMPREGNATED FELT EVERY 50' IN BOTH DIRECTIONS. OR WHERE PATHS CONNECT TO PATIOS OR EXISTING. • • • • CONTROL: 1/2" TROWELED CONTROL JOINT EVERY 8' TO 1 O' FEET. SUB-GRADE COMPACTION: SOIL TO BE UNDISTURBED. SLAB ON GRADE. CONCRETE FINISH PATHS: EXPOSED AGGREGATE TO MATCH EXISTING FLATWORK. CONCRETE BENCHES: MEDIUM BROOM FINISH. '6' SEATING WALL #4 \,__ 3/4" ::: f-011 ' w a.. <( . (.) ~ -Cl) "' ' 0 "' -z I <( ' .....J 2' -1" ' . ' , -' . : -. -. ~~;---·r-~- ' Ii N ' 2' -1" -~------------- ' ' '' , I ,3\ SEATING WALL#1 \,_) 3/4" = 1 '-0" 2'-81/2" r'i> SEATING WALL #2 ·,_) 3/4" = 1'-0" 2" X 2" DRAIN CUTOUTS ADDED AS NEEDED DEPENDING ON SLOPE <'fi;fi□s~::::--. ,0J ''1'.;"'l,-0\._'\. !::) t,;· '1-, / 0' PERSPECTIVE VIEW OF SEATING WALL 1......._ _ __; BUILDING 5451 -AREA (for reference only) ,"''let£· w10r~"'q:~ & ~k • g'b ~ re : ~~:~l~~"' , .. ,,, ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY ~ * ~~ APPROVED ~~ -~-?-'Jj} ENGINEERING PLANCHECKER --DATE ~~ 4-26-16 2ND CITY REVIEW 5-19-1 3RD CITY REVIEW ----'Is- ' I 2' -1" 2'-81/2" 1'-0" -------/--1 ---- I : 1 -L_J ___ J 1. -lJ r51 SEATING WALL #3 \~/ 3/4" = 1 '-0" APPf"(OVED FC)R PLANrfING AND IRRIGArfION ONLY, INCLUDING PI\ECIS_E LOCATION OF 1:.)I~AN'I'ING AJ?EAS. DATE REVIEl,/[D BY• INSPECTOR DATE ~ CITY OF CARLSBAJJ SHEETS expires 4--30-2017 -~--+-----+---_,__---+-------1 L2_J Pl.ANNI1iG DIVISION 2 9 f-------+---+-------------+----+---+--t------l _, ·------~----·-------- -+----+----- J--~-+----+-------------- DA TE INITIAL ENGINEER OF WORK REVISION DESCRIF0 TION Ocean Point PLA1'N£NG OWN BY: ___ 1/YJJI;__ ~ROJECT NO. f---DA_TE--+_IN_IT_IAL--+-_DA_TE--+_IN_ITI_AL-1 CHKD BY: _\ll/QG_ PD16-03 OTHER APPROVAL CITY APPROVAL RV\./D BY, __ _IN_QG_ __ DRAWING NO. 492 -IL FINISHES LEGEND BROOM FINISHED CONCRETE CEDAR PLANKING WITH CLEAR UV STABLE COATING BUILDlf\JG 5451 ARE:A 1 ( for reference only) r.aa=-=--=-~~~~ ! ,,----------- i l,j 1,~ I. " ~ \ • (9 0 .....J co ,1, PLANTER #1 t.""--3/4" = r-O" -'!,.~' ~~~ I t ,( r--\ PLANTER #2 '\..~/ 3/4 II = 1 '-0" 7' -2·· BLDG. 5421 ) \T.·~ ~- ~----' .(j}C-,--- :i I I I .. i :I :; ' i )i I I ' BLDG. 5441 BLDG. 5411 tD (-----_ '-,~\,. \\:,,, I i: // (~"=<)' r1 \ HARDSCI\PE / NEW AND EXISTING ( UNLESS NOTED: HARDSCAPE IS EXISTINQ_)_ \.~ 1" = 30'-0" ----------~- KEY !,OTES: 1. CROSS WALKS 2. NEW CONNECTING CONCRETE WALKWAY 14;!\'?~'li '·,,JJ\:·«i. 'J._\~l;il 3. ENTIRE PARKING AREA TO BE RE-STRIPED PER CITY OF CARLSBAD STANDARDS. ASPHALT PARKING AREA 1S EXISTING ANO IS TO REMAIN. 4. EXISTING CONCRETE WALKWAY 5. LANDINGS AND TENANT ACCESS 6. ACCESSIBLE PARKING 7. THERE IS NO TENANT IMPROVEMENT WORK UNDER THIS PERMIT. 8. NEW SEATING NODE NOTES: • CONCRETE DEPTH: 4" SLAB ON GRADE. • EXPANSION JOINTS: 1/2" ASPHALT IMPREGNATED FELT EVERY 50' IN BOTH DIRECTIONS. OR WHERE PATHS CONNECT TO PATIOS OR EXISTING. • CONTROL: 1/2" TROWELED CONTROL JOINT EVERY 8' TO 10' FEET. • SUB-GRADE COMPACTION: SOIL TO BE UNDISTURBED. SLAB ON GRADE. • CONCRETE FINISH PATHS: EXPOSED AGGREGATE TO MATCH EXISTING FLATWORK. • CONCRETE BENCHES: MEDIUM BROOM FINISH. I TYPICAL $:EATING WAL.L AND PLANT.ER ELEVATION expires 4--30-2017 L--21 1 ---.------·-~ ---- Af)PROVED F'OR PLANT'ING AND IRRIGArfION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. +-------··- 1----+----j---------------· ----~---------------+---1----+-·---+---; 1----+---t---------·-----------------· -·--------------+-----·-----~--+---+---, DATE INITIAL ·-·----· -------------------------------------------+----+---! DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 11 AS REV!E\,/ED BY, INSPECTOR Ocean Point PROJECT NO. PD16-03 DATE DRAWING NO. 492 -IL CITY OF CARLSBAD RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE lN ACCORDANCE 'NITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2.DRINKING WATER FOUNTAINS AND DESIGNATED OUIDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WTH RECYCLED WATER SPRAY, MIST OR MISTING. 3.BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4.HOSE BIBS ARE STRICTLY PROHIBITED. 5.CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6.NO SUBSTil\JTION OF PIPE MATERIALS WLL BE ALLOWED WTHOUT PRIOR APPROVAL OF THE Cl1Y OF CARLSBAD MUNICJPAL WATER DISTRICT. 7.ALL MAlNUNE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. a.HOURS FOR IRRIGATION WTH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WTH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORl1Y. IRRIGATION DURING PUBLIC USE PERIODS 'M'TH DISINFECTED lERTIARY RECYCI..ED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNAlED USER SUPERVISOR. IRRIGATION WTH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BET½EEN THE HOURS OF 10: 00 P.M. TO 6: 00 AM. 9.BURIAL OF ALL WRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON~OESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT 'MTH RECYCLED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DlRECr APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, 'M-lElHER BY DESIGN, CONSlRUCllON PRACTICE OR SYSTEM OPERATION IS STRIC1L Y PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESlGNA TED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES {SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-COOED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFE1Y CODE. 14. ALL IRRIGATION PIPE SHALL BE SlENC!LED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WTH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINJMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. 16, CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER 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 PROTEC11VE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUIDOWN TEST SHALL BE DONE BY THE CARLSBAD 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 CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUN1Y DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WLL 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 WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING, THIS INDIVIDUAL SHALL BE FAMILIAR 'MTH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WTH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER 0/Sl'RfCT. IN CASE OF EMERGENCY CONTACT: BUSINESS HOURS -MARK KINNISON AT 714--720-5699 AFTER HOURS -MARK KINNISON AT 714--878-7689 22.ALL PUBLIC AND PRIVATE POTABLE WATER MAJNS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN lHE 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 OUIDOOR EATING AREAS ON THE SITE. 24.A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WTH RECYCLED WATER ANO POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25.ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT http: //www.cgrlsbgdca gov /services /deportments /water /Doc11ments/wgterbgckflqwtesterlist.pdf SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTIL Y POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WTH BLACK LEffiRING. GUIDELINES FOR RECYCI ED WATER USE A. IRRIGATE BETWEEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNA ffiNDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 8. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1.ATTACH TO VALVE STEM DIRECTILY OR WITH PLASTIC TIE-WRAP OR 2.ATTACH TO SOLENOIO WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3.ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. G.EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1'' HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WLL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE 'FINAL LANDSCAPE CERTIFICATION FORM'0• A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE Cl1Y MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE, 'FINAL LANDSCAPE CERTIFICATION FORM" E-mail TO: mikee11iott2@cox.net LANDSCAPE INSPECTION REQUEST PHONE LINE: 760-602-4602 1, DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES {HORJZONTALL Y AND VERTICALLY). 8. PIPE IDENTIFICATION C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. 2. OJSTRICT FINAL INSPECTION SHALL INCLUDE: A. SIGNAGE INSTALLED PER PLAN. 8. CONTROLLER STICKERS. C. TAGGING OF VALVES. D. COVERAGE TEST AFTER COMPLETION Of THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WA 1ER USE. E, ALL ASPECTS OF THE IRRIGATION 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 IF REQUIRED. I. COLOR CODED, LAMINA TED CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECTION SHALL JNCLUDE: A. A COMPLETE INSPECTION THAT WLL COVER A -I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS JS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. DECLARATION OF RESPONSIBLE CHARGE: I AM FAMILIAR WTH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS. I UNDERSTAND THAT CONSTRUCTION DRAWNGS ARE TO BE PREPARED IN COMPLIANCE WTH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLANS HAVE BEEN PREPARED IMPLEMENTING THOSE REGULATIONS TO PROVIDE EFFICJENT USE OF WATER. I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT AND THAT I HA VE EXERCJSED RESPONSIBLE CHARGES OVER THE DESIGN OF THIS PROJECT AS DEFlNED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THE DESIGN IS CONSISlENT \MlH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWNGS AND SPECIFICATIONS BY THE Cl1Y OF CARLSBAD AND SAN DIEGO COUN1Y DEPARTMENT OF ENVIRONMENTAL HEAL TH JS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN IN PREPARED SUBSTANTIAL CONFORMANCE WTH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, ANO ALL CONDITIONS OF APPROVAL RELA TEO TO LANDSCAPING, WlLKINSON DESIGN GROUP 2911 STATE STREET, SUITE i. CARLSBAD, CA 92008 (760) 434-2152 BY: _______ DATE: ____ _ RLA;!\ 1999 EXP:04/21/2017 WATER EFFICIENT ORDINANCE CERTIFICATION STATEMENT- 1 AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS, I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. BY: ______ _ DATE: ____ _ ALL EXISTING AND/OR RELOCATED SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE, WITH THE EXCEPTION OF SLOPE CONDITIONS WHERE HEAD SHALL BE SET BETWEEN PLUMB AND NORMAL TO SLOPE, CHECK VALVES SHALL BE INSTALLED AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. ALL SPRINKLER HEADS SHALL BE SET AT HEIGHT AS SHOWN IN THE DETAIL DRAWINGS. I (N.T.S.) NEW PROPOSED RECYCLED WATER IRRIGATION MAINLINE WARNING RECLAIMED WATER DO NOT DRINK 8. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED 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). INSTALL AT ALL POINTS OF ENTRANCE, EXIT, i"IHERE 5HOY'lN AND i"IHERE DIRECTED BY THE Y'!A TER DISTRICT AND/OR HEAL TH DEPARTMENT. R CLAIMED WATER C. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. D. 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. E. THE LANDSCAPE CONTRACTOR IS RESPONSJBLE FOR EDUCATING 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 IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC, F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED lN ACCORDANCE WITH DISTRICT STANDARDS. 1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO - AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRIS1Y ENTERPRISES OR APPROVED EQUAL. REQUIREMENTS FOR CONVERSION TO RECYCLED WATER- EXIS11NG IRRIGATION POC TO MUNICIPAL POTABLE IS TO REMAIN IN USE UNTIL SUCH TIME THAT THE ENTIRE PROJECT IS COMPLETED AND THE REQUIRED CROSS CONNECTION TEST IS SUCCESSFULLY ACCOMPLISHED AND APPROVED BY THE CARLSBAD MUNICIPAL WATER DISTRICT {CMWD) AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH {DEH) AFTER THE ABOVE IS COMPLETED THE EXISTING POTABLE WATER POC WILL BE COMPLETELY RE-PLUMBED FOR RECYCLED WATER (RW) AND THE CONNECTION MADE TO AN RW METER APPROXIMATELY WHERE SHOWN. RW METER TO BE PROVIDED BY THE OWNER, INSTALLED BY CMWD. EXISTING BACKFLOW PREVENTION DEVICE TO BE SALVAGED AND DISPOSED OF IN A MANNER SATISFACTORY TO THE OWNER. IN THE EVENT THAT CONVERSION TO RECYCLED WATER OCCURS PRIOR COMPLETION OF ALL PHASE OF THE PROJECT, ANY NEW MAINLINE ANO CONTROL VALVES MUST BE TEMPORARILY CONNECTED TO A POTABLE WATER SOURCE UNTIL SUCH TIME AS THE A CROSS CONNECTION TEST IS COMPLETED AND APPROVED. THIS TEMPORARY CONNECTION CAN BE ACCOMPLISHED WITH AN EXPOSED LINE {HIGH-LINE) THAT WILL BE VISIBLE TO THE OBSERVING PARTIES. 0 0 I>" 1-REC'T'Cl.l:D Y'!ATER Y'!ARNIN5 Sl5N. T.CHRISTY'S ENTERPRISES MODEL• ID-Sl5N-JeJe 2-5/16"~ x 4-1/2" ZINC PLATED CARRIA5E BOLT i"llTH VANDAL PROOF NUTS. PAINT i"lHITE TO MATCH Sl5N. 5-5ALVENIZED STEEL POST OR U-C.HANNEL 4-CONCRETE FOOTIN5 s RECYCLED V'IATER V'IARNING SIGN 9eeTION w NO ~ 12" X 36" SIZE .016 ALUMINUM, .060 ABS PlASTIC OR STICK-ON VINYL SIGNS WARNING RECLAIMED WATER DO NOT DRINK 8 B AVISO-AGUA IMPURA NO TOMAR 18" X 18" SIZE .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS PRIOR TO O6TAINING> OCCUPANCY THE LANDSCAPE ARCHITECT OF Y'IORK SHALL REVIEY'</INSPEC.T THE PROJECT INC.LUDIN6 ALL AREAS SURROUNDING> EACH PHASE AND SU6MIT' THE "CERTIFICATE OF COMPLETION" FORM AS AVAILABLE THROUG>H THE CITY ( CITY FORM P2S-D ) AVISO-AGUA IMPURA N TOMAR 1 " BLACK LETTERS 2" BLACK LETTERS VICINITY MAP NOT TO SCALE er LEGEND I!!! EXISTING> DOMESTIC. Y'IATER METER ti! EXISTING> POTABLE Y'<ATER METER Ii!! PROPOSED F<EC.YC.LED Y'IATER METER -w-POTABLE Y'<ATER LINE-SEE CIVIL ~:}~----.. ---EXISTING> BAC.KFLOY'l PREVENTION RECYCLED Y'lATER LINE--RW-NOT EXISTING> AT THIS TIME RECYCLED Y'IATER PRESSUF<E LINE -,c-PROPOSED LANDSCAPE IRRIG>ATION POTABLE Y'<ATER PRESSURE LINE ,_.,,-,-~-·-EXISTING> LANDSCAPE IRRIG>ATION TO BE CONVERTED TO F<EC.YC.LED Y'IATER -PROPOSED F<EC.YC.LED Y'<ATEF< USE fWH NoN-IRRIG>ATED r---, OUTDOOR EATING> AREA-Future, Phase, "---J * RECYCLED Y'lATER Y'<ARNING> DO NOT DRINK Sl6N IRRIGATION PLAN SHEET INDEX SHEET TITLE SHEET' NUMBER F<EC.YC.LED Y'IATER USE PLAN 6 HYDROZONE MAP AND Y'IA TEF< USE C.ALC.S 1 MAY-IA AND EmLJ IRRIG>ATION PLANS AND NOTES e,, "I IRRIG>AT/ON LEG>END AND NOTES 10 IF<RIG>ATION DETAIL DRMING>S II, 12 IRRIG>ATION DETAIL DRAY'llNG>S AND CALCULATIONS 19 IRRIG>ATION DETAIL DRAY'IING>S 14, IS PROPERTY LINE-1------:;fc:'f TYP. SYMBOL 0 10 :20 40 • • !ALE 1"=~f 0) N LO I (,0 \. NORTH APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO ~--------------------------i DEPARTMENT OF ENVIRONMENTAL HEALTH 04 26 16 2ND CITY PLAN CHECK 05 19 16 3RD CITY PLAN CHECK 06 28 16 4 TH CITY PLAN CHECK LAND AND WATER QUALITY DIVISION ,.L.--::--,..-z GLENN LEEKS ENVIRONMENTAL HEALTH SPECIALIST "AS BUil T" DATE TITLE DATE REVIEWED BY: INSPECTOR DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 13 CITY OF CARLSBAD PLANNING DIVISION 29 SHEETS DI RT CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: _____________ _ OCEAN POINT TECH DIAL TOLL FREE 1 -800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA IRRIGATION SUBMITTAL 4 062816 FINAL. AS-Si.Ill T PLANS Y'<ILL BE REQUIRED TO BE REVIEJ/'IED AND APPROVED BY THE C.ITY AND FINAL PLANS Y'IILL BE REQUIRED TO BE APPROVED AND Sli:;.NED BY THE CITY PRIOR TO RELEASE OF SEC.URITIES. Carlsbad ca 160 -494-2152 Expiration Date:04/30/2017 DISTRICT ENGINEER ADDRESS: TELEPHONE: DATE PLAN PREPARED: _________ _ BY: IRRIGATION TITLE SHEET -RW AREA USE MAP APPROVED PLANNING 1{-z.1/16 DATE 1-----+-=--+-------------------t-:-::=---+------::---+--::-c=-t-c-c=:-1DRWN BY: II DA TE INITIAL DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CHCKD BY: Cl1Y APPROVAL IIC PD16-03 492-1L C HYDROZONE AREA USE MAP ME:DII.IM CONSI.JMFTlVE -~!10 -~ -SUN, 6,424 SQ.FT. HcOIUM ~IVE; -DRIP -PLAN'reR.fi -$UN, -el SQ.FT, LON GONSUMPTIVE C>RIP -5tRIJeS -SUN, -10,4!0 SGI.FT. LO)"! GON$1JMPTIVE ~IP -~,s -SHAC)E, Ill '4,86& SO.FT. OU'TelPE LIMITS OF~ (L.OYU, ~ 0 eG.F'T. M8' C.ONsut-'PTIVE BUBBLER -MIXED 'TREE5 -SUN, ~~ 16,60~ SQ.FT. MEO CONSUMPTIVE; eu66l..ER -MIXED TltEEe -$HADE, 9p.21 SQ.FT. NON-1~6ATED PERMEABLE SURFACE, Ill 11,6?,1 SO.FT. IRRIGATION SUBMITTAL #4 062816 EXISTING POTABLE WATER / LINE PER CIVIL #238-7 / PROJECT# PD-215 -0-·-···-~-------------~c,--------------- WATER use CALCULATIONS FOR: OCEAN POINT TECH EXISTING POTABLE WATER / LINE PER CIVIL #238-7 / PROJECT# PD-215 ;-(\..w * ~• w -~ -w -w ~WA= Maximum Applied Water Al!owani;:e BASIC MA.WA:.::. Eta X ETAF X LA (sqAt) S.LA tv1AWA= Ela X S.ETAF X LA (sq.It} POC"A" MAWA CAL ULAllONS EXISTING POTABLE WATER LINE PER CIVIL #238-7 3 -PROJECT# PD-21_5 --. ___J._'-_ x Const :.::. X COOsl. = X D.62 = ,. ' -•··---------·--T --------\'.\ i J,,/,AWA GPY S,LAMAWA GPY 652,235 GPY Where: Elo .e ETAF = S.ETAF = LA = S.LA -------,. __ _ • -L • ... ~------ Reference Evapotransp1rat1on (M.lrrieta Ml\ni Code 16.28.03(1) ET Adji.tstrnent Factor (70% for MAWA calcu!atlon) ET Adjustment Factor add for Special Landscape Area (30% for 1-MWA calculation? Landscape Area Special Landscape Area' Not AppltCE!ble Defined as ar!:)as: Dedicated to edible ple\f\ts; active recreation, recycled water_ Const Constant to con1AJrt'to gaJ!ons p-er year {GPY) -----~-----,-,-. .§_~ MAWA= 40 __ ~~----~----9~-~~~-----~ TOTALMAWA= o_~x~0-~62~-,---~0~G~-P~Y~~-~GPY~-•~Ga~•~an~s~P~er~Y~ea=r HYDRCIZONE DESCRIPTION ~f'!l.9St-J.r~_!. Pl,arrt Type I WUCOL~_g_hf!fa(:terJzation Sun / Grour,dcove;r/ Medlum Consurn fl\(e Drip Sun r Shrub./_ Medium Coosumpti~ Planter Drip Sun! Shr!:J):}_i low Consumptive Ddp Shade i Sl}!J10 f Low Consumetve Drip "'"·~-------... t'lo1 Use<J_ Sun i Trees / !\,Jed Consum ve BtJPQler Shade nrees / Med Con&1m five Bu!bler Non~!xljg~~g_ ( ,_Rermeab!e·Surface E'IWU= PQC"A" E'IW U CALCULATIONS BY HYDROZONE E,WU:: Sstimated Total Water Use E1WU= Eto X _(Ks X Kd ~J~~}_ x· IE HYDROZONE # 2 ~ 4 5 6 7 8 40,0 ,q 0.5 x 1.0 ' 1,00 )x 0.81 _:1_(}. 0 -)( _( _Q_. ;i )( 1.0 X t'OO )X 6'.81 40.0 )(·{ 0.3· X 1'.0 X 1 00 )x 0.81 40._Q x.(,0.3 __ x 1,Q X Q.75 Jx 0:81 40.0 X{1.0 X 1.0 X 1.00 )x 1.00 40.0 Xi 0.5 X 1.0 X 1.00 ")x 0.75 40.0 X{ 05 X 1.0 X 0.75 )x 0.75 0.0 x ! 0.0 x 1.0 X 1.09_ ),x 1.00 Total Understory Area Total Area with Tree Canopies 82%MAWA LA (sq.ft) 6,424 31 10,410 4,868 0 16,303 3,027 17.331 39,114 58,444 X Const = X 0.62 X 0.62 = X Q,62 X 0.62 X 062 X 0.$2 X 0_62 X 0.62 = 652,23:i GPY E1WU GPY 9R-343 QPY 1,240 GPY 95.618 GPY 33,535 GPY 0 GPY 269,543 GPY 37.535 GPY 0 GPY 535,813 GPY OR Where: I ' 1.6444 AC.FT./Y OR 71,633 CU,FT,/Y E/0 KL LA = = a Re'fa-~ce E.vapotrarispi.ratioo (ClMIS) Landscape; Coefficient {Ks x Kd x Kmc J landscape Area canst GPY IE a a a Convert to.units of gallons Gallons Per Year lrrigatlon Efficenc_y'' Defined as a ran,ge of· L M Drip- Rotor Rota/Or Spray 1~0.81_ i 0.75 I 0.70 19.55. Ks = Defined as a range of" L I Very Low lov 11!.ect High 0.05 0.1 0.4 -07 Kd Defined as a range of: Sparcl OS I Medlum/Sparce _ 0 8 MedrumiDense 1 .0 Dense -[3- Kmc = Defined as-a range of·--~ Radien<: Heat 1.25, sun 1.0Q Part Sun 0.85 Shade~QX~ 0_'85 -!iao 0.75 0063 M 0'07 02 05 6.'8 H 0.90 085 0 80 0.75 H 0.09 . (i:3 Q.6 09 PROPOSED RECYCLED WATER METER LOCATION PROPERTY LINE TYP. SYMBOL PRIOR TO 06TAININ<S, OC.C.UFANC.Y THE LANDSC.AFE ARC.HITEC.T OF l"IORK SHALL REVIEl'WINSFEC.T THE FROJEC.T INC.LUDIN<S, ALL AREAS SURROUNDIN<S, EAC.H PHASE AND SU6MIT THE "C.ERTIFIC.ATE OF C.OMFLETION" FORM AS AVAILABLE THROU<S,H THE C.ITY ( C.ITY FORM F25-D ) I) \}'N~ o,,.'<o .... ~ W/(/i-'lji "~ 11-.s, . -q 0 \ ' ' I ' I ' ' I I ' 3 3 ALL EXISTING AND/OR RELOCATED SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE, WITH THE EXCEPTION OF SLOPE CONDITIONS WHERE HEAD SHALL BE SET BETWEEN PLUMB AND NORMAL TO SLOPE, CHECK VALVES SHALL BE INSTALLED AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. ALL SPRINKLER HEADS SHALL BE SET AT HEIGHT AS SHOWN IN THE DETAIL DRAWINGS. LANDSCAPE IRRIGATION POC -POINT OF CONNECTION SYSTEMS TO BE MAINTAINED BY OWNER EXISTING 2" POTABLE WATER METER PROPOSED RECYCLED WATER METER TO BE PURCHASED BY OWNER AT SUCH TIME AS RW BECOMES AVAI.LABLE RW METER TO BE INSTALLED BY THE CARLSBAD MUNICIPAL WATER DISTRICT EXISTING METER LOCATION-STAT.PT. POC ELEVATION PRESSURE ZONE STATIC WATER PRESSURE REGULA TED PRESSURE MIN PRESSURE REQUIRED MAX. DEMAND AREA SERVED (Incl. Tree Canopies) MAWA ETWU LATERAL-SEE WILLAMSON & SCHMID DRAWING # 23a-7 PROJECT# PD-215 25+5 AEVENIDA ENCINAS WEST SIDE 58.00 FT. 241.00 FT. 79.24 PSI N.A. PSI 65.57 PSI 30 GPM 60,417 SQ. FT. 2.5285 AC.FT./YR. 1.7893 AC .. FTJYR. 2· POC EQUIPMENT 1TEST STATION ;2" EXISTING POTABLE WATER METER IZ' EXISTING BACKFLOW PREVENTJON DEVICE 2" WYE STIRAINER I 1" FLOW SENSOR 11.5" MASTER CONTROL VALVE REQUIREMENTS FOR CONVERSION TO RECYCLED WATER- EXISTING IRRIGATION POC TO MUNICIPAL POTABLE IS TO REMAIN IN USE UNTIL SUCH TIME THAT THE ENTIRE PROJECT IS COMPLETED AND THE REQUIRED CROSS CONNECTION TEST IS SUCCESSFULLY ACCOMPLISHED AND APPROVED BY THE CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH (DEH). AFTER THE ABOVE IS COMPLETED THE EXISTING POTABLE WATER POC WILL BE COMPLETELY RE-PLUMBED FOR RECYCLED WATER (RW) AND THE CONNECTION MADE TO AN RW METER APPROXIMATELY WHERE SHOWN. RW METER TO BE PROVIDED BY THE OWNER, INSTALLED BY CMWD. EXISTING BACKFLOW PREVENTION DEVICE TO BE SALVAGED AND DISPOSED OF IN A MANNER SATISFACTORY TO THE OWNER. 3 IN THE EVENT THAT CONVERSION TO RECYCLED WATER OCCURS PRIOR COMPLETION OF ALL PHASE OF THE PROJECT, ANY NEW MAINLINE AND CONTROL VALVES MUST BE TEMPORARILY CONNECTED TO A POTABLE WATER SOURCE UNTIL SUCH TIME AS THE A CROSS CONNECTION TEST IS COMPLETED AND APPROVED. THIS TEMPORARY CONNECTION CAN BE ACCOMPLISHED WITH AN EXPOSED LINE (HIGH-LINE) THAT WILL BE VISIBLE TO THE OBSERVING PARTIES. i\ (1) \' c.," i w " "' J:l, .,-fXI.Sil!iG.£!:L ' \\ EXISTING POTABLE WATER ,1_~ LINE PER CIVIL #238-7 PROJECT # PD-215 i \ KEY MAP NORTH "AS BUILT" 0 10 .:20 40 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE ________ _ • • !ALE 1"=2f NORTH REVIEWED BY: INSPECTOR DATE DATE 2ND CITY PLAN CHECK uTI ~ l"""-'"""-"-"'i----+'-3=RD_C"'--IT'-'-Y_P=LA'-'N~C'-"HE=-C"-K --------+------1---+--------I 4 CITY OF CARLSBAD 9 4 TH CITY PLAN CH ECK :==::::::'-====PL:::A=N=N:::I N:::G::::::D:::I V:::l:::S::I O::N===::::::.-=::===! Ocean Point HYDRO ZONE MAP '.,:t1;;·;,,,, ~---"_,_,!,,_: .,,~1-----1---+-----------------------11------1-----1----+----t APPROVED C.arlsbad C.a 160 -434-2152 es" E><pirotlon Dote:04/30/2017 DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION DATE INlllAL DATE INlllAL OTHER APPROVAL CITY APPROVAL PLANNING OWN BY: REW PROJECT NO. DRAWING NO. CHKD BY: 't'!,W PD 16-03 492-1L RVWD BY: REW TO CREATE REQUIRED SEPARATION BETWEEN AREA OF ---------=--::..~-=--=-~~~-::._-:_~-=-~-=--=-~~~~~~~~~~~~~~~~~-=--=--=--=--=----===-=========~=::=---RECYCLED WATER USE AND NEIGHBORING PROPERTY, THE CONTRACTOR SHALL DISABLE EXISTING IRRIGATION ~ ,----------------------7------··--------------------------------·-··-· SYSTEM CAPPED.-··-··-·· ~S~~~~~~~L:~:A~□-~T:~A~~IN:~ AL~NG-~O~~HE-~:YSTtM CAPPED. ----·--·-·--·--··--·--·-·--·---·-----------·-··-· -• -• ~ ~ ··-· 2 7'-878''.2ffip ~ 2" ---·--;--1 ~;~· IJ;i' 4?,,--r,2'-4"-------~~piYR;~~~N~ ~r~~~I~,~~ ~~~\fl~•-t ' PROPERTY LINE___,/ / •---.. / • ~~~~f•0---r ~" -.~/-2 /§ f r---1---J:_-----------~ ---------s_,i' -• AS-BUILT DRA~ING- REcoRD DRAIAIIN,S, DIMENSIONS, NOTATIONS BY THE INSTALLINiS CONTRACTOR, HEAVILAND LANDSCAPE. CONTRACTOR RESPONSIBLE FOR ACCURACY. GAD DRAIAIINiS BY IIG, ING O"l/2I/I1 ! TYP.SYMBOL r;;·-·-·-·-·-·-·-·-•-·-·-·-· ~ ·-·-·-·-•-·-·_,.. /rr===c,i' '-:-·-·-· ~. r·-·-·7·-•-·-·1·-·s·1·-·-·-i-·-·-/ /r,=====;1" \!:/ ·-c-,~ ::-· ,~-:"'-1-· 8'~8" --~2~-~-------~·-• -·-·-----~5~~(!-, i fl·-:·---:~:;:;;D_JT·, 1 ---~~~~~~------------------,-EX-29 1 I ~ = ~ ___ I ,f L.O.IJ. HZ4 A-27 HZ~-□.IJ /i, ~~ ~ ' ~,~,;~Nu~~/ri-1~8~T~NLINE, ~ BY HEAVILAND LANDSCAPE. DATE. ' ~ ! ~--~ ' ·11/" I ---j--~--f-.J ,< i . ~ EX 30 \N 9 /2 xx : EX-28 40 1" 0.3 2,081 A-26 11 EXISTINGIRRIGATIONSYSTEMSINTHISAREATOBEAEMOVED , !r-t-"'"-c::::::__j'::"_~~~ ~------------,~+--'--""'-----~~ 1 f--~---11-' _ _. _ _. 11 ® ORABANDONEDANDDISCONNECTEDFROMTHESOURCE. r :: 11. ::=:===== 1½" xx ------------------------------~_:,,i's ---------------b ~: 1½'' xx " c-¾" 1"9 ct·8 ~-11=,;.,,,= I " / j II L "i; :' 1, ~ ~ Ji=_? __ ·" §~[ b • II I,: I I ' CONSTRUCTION NOTES: ' ~ L - 1: I EXISTING POTABLE WATER I i I I i ~' ~ (i) ~12 :I · ·I · · r.,,_ 1 EXISTING POTABLE i-'IATER METER -EXISTING POC, TO BE SALVAGED FOR C-ONTINUED USE UNTIL SUC,H TIME THAT REC-YC,LED i-'IATER BEC-OMES AVAILABLE, '-:.9 I • 111..---ILINE PER CIVIL #238-7 1 11 1 1 ~~ " IRRIGATION C-ONTAAC-TOR Y'!ILL C-ONNEC-T TO THIS SERVIC-E LINE, INSTALL PRESSURE RATED PVC TO FLOY'! SENSING AND C-ONTROL EQUIPMENT AND EXTEND i ! I / PROJECT# PD-215 1 1' 1 1 SYSTEM AS SHOHN. A,';1 O •• '1 1" ,~. I • 10---l---I il I : / ' (,\ ~ I ,,._ ! I --,,--,~ 3"' "' ,, "-'.,1-;, PROPOSED REC,YGLED i-'IATER POC, -THE IRRIGATION P.O,C,, SHALL BE AT 2" SERVICE LINE DOHNSTREAM OF A NEY'! REC-YC-LED i-'IATER METER TO BE INSTALLED i -:S ~ I ~ '.~ ~ ~ BY OTHERS AT A LATER DATE. IRRIGATION C,ONTRAC-TOR Y'!ILL DISC-ONNEC-T ALL PIPE AND IRRIGATION EQUIPMENT FROM THE EXISTING POTABLE Y'!ATER METER, i i i r <J) lu tu r tf) tu tu tf) '' 11---1---}---------+-~f-'icl' 1 ". REC-ONNEC-T TO THE NEY'! REC-YGLED i-'IATER METER AND EXTEND SYSTEM AS SHOHN. A)-,1 --t---ttll 1 1 I! I· '---1 I I lLJ ! r;":;,14 I.>J! 1 0 SEC-ONDARY POC, -THIS PROJEC,T HILL INC,LUDE MANY POINTS OF C,ONNEC-TION TO EXISTING MAINLINE. THESE C,ONNEC-TIONS MAY BE GUT INTO A STRAIGHT FIPE I I }-----+:-_-::.-::.t-=--=-iiil,KIA! L z ' 11--1---'{Y 'i ' RUN OR AT LOC-ATION OF EXISTING REMOTE CONTROL \/AVE OR VALVE MANIFOLD. ALL REMOTE C-ONTROL VALVES USED AS PART OF THIS PROJECT ARE TO BE I I I N)I -' I ---~-;,:' // 1 REPLAC-ED HITH NEY'! EQUIPMENT AS LISTED IN THE IRRIGATION LEGEND. ([\ ' 1 1 r !I r.=ic== HZ3 A-3 ~ L!lf. ·= 5'~ @ 1:~~~~~~~~1~g~zi,;TROLLER TO BE REPLACED HITH A J/'IEATHER BASE UNIT AS SPEC-IFIED IN THE IRRIGATION LEGEND. THE NEY'! CONTROL EQUIPMENT HITH /li/15·-cf : : 17 ~ 767 ', Dl F~ .... ., ALL SPECIFIED OPTIONS SHALL BE OBTAINED AS AN ASSEMBLY MOUNTED HITHIN A STAINLESS STEEL ENC-LOSURE. C,ONTRAC-TOR SHALL C-OORDINATE HITH +1 IPa-==--aal-?I -n!· <( : 1 5. 3 @\ : I "-,~,,\" = APPROPRIATE ON-SITE PERSONNEL FOR AC-C-ESS. 120 \/AC, POY'!ER SOURC-E FOR EXISTING C,ONTROLLERS SHALL BE REUSED IN AC-GORDANC-E HITH LOC-AL CODES. : '(]¾" r ¾" ( -fi,,,:: = -: . = _: _ _: _ ~ _ -~ I 2 2 i D ·1Z7 A-·1 ~~ !:i, ,~·"·· .. -· ...... -] : ,._,, hl.. c: I,!,~"" ~,J,i!-c' 1rs !1 1 711 ,.. 13 ."'t;<.'.·-,,:~::~ :,.: . ~® . © t=· , <,('' , -l¾= .. = .. _W=;-=~.®=.J_~=--0·~--~-'---_-_-_-_-_-_-__ -_-_.'t_.-=;::i;;;-.=-'·~-~-"';'1)7P~~1;l!"~i~i~i\f:1~ffl!::1:r rJ/4'~ ~11 .- H74 A-2 ··--.. ,, " dJY ~ E=======6 -·=-:===-,=.,.:-= ,-,. • '' ''''' ,r-=1';:LI-:. ifeill' Ill ~- ' ,,__,____ 1,3;2 1'' 10 ~..,.,:;;; "lkt~~~: ~~-~ p~;r,¾ ~il T :'f.f o-jJr~: f-,,'\11 I . . , ~ '"Ar¾" 'f 'T= ·-~:l'l 1" r1" ! ~-=,= . ~-... · .. · .·. ~---;•~:if ~ L!c~lf;,:'c•==·=·=··="'-...;==:1¼=,=,====li:~. I ,'!1't IO' 3 •" ' I ~ .. I '-.. .la" ¾"-¾" '--1" '6'1 A ' \ / : : /\' /, .-. r "22" \ ; I \ / 1r .. \Vi ~ ·1 'I-I I I ·\¾! )8.-I 1:2: '. I II I I l t j 11 7 I 3= I I I I V/ : I /j 1 I :I ~\ tj q : : I ~ ~~ 4 4-..t<i'}; 1 \E'A;f~•-=~\-.'Hf~J.~f' ~ i 1 ;Q" ___ EXISTING POTABLE WATER ~ i~ i ~ ~: ~ i/ 1 S'-Q" /: i ¾"-:i2f',,~'=c\cii=Jc~,i"" ,1•/ , , ~, LINEPERCIVIL#238-7 / i i i I ')!;'. 1 ,-1 , PROJECT# PD-215 1 :S i : : ; ¾"----~ \ lf--++-.\'o,.-' I 1 " I l : : 12• ' I ' I ' I ' ' I ' ' I ' ' I 3 □ _J I.) 9 ' ? -1 <fl: [ ' .. JI ~ ~ ' .. . -" '-¾" --, I I , 1 °'-' ' i . i ' ,,, . . -v· 1' 1" -·¼" I-o,;21,,..,..~/ /~,,_,..._,._·/· lr\t. = --, II~ ' I I I I I"-74 / i :i I : ~~ r~r ,-74 \ / ! I / .. 1g / A-----/ / IL 0 iT 71 ; -/! '4' 1,:: :, :, :I ',Ii, i: ', i f---+"¾"''-,,-c\l:e:.,r-~ A : •=_·:I_ Ai)--t--+--JJ!cO--A : : : : : : : : : :,f---+---+-"''¼ay'' '.1-::• Af,l3,,._'_' +--+-"-'¾L'l-b,~=~ A¾" 3,{" F _,_ •'@},{" ! ,11 " !¾" F -:J ;,¾"1' '1/3,i" f -:~A'>-'¼_,_'+--+-~ ;,,;~Vv r V / / I ~ I ) I I , i I ,o--,--, ' ' ! I ,J---1--, ' ! 17~@" 7~1~::::;/:z:;-- 1 ' ' I ' ' I ' ' I ' ' I ' ' I ' ' I ' ' I ' ' I ' ' D ,, ¾' I I I TT 1 1 ~ crt"':-:j i 1 ""-•====!~ r :-1 1 1 1 1 1 1 1 1 1 r,=-/ == i i 1· i : l ~-I 1 I :, ! I : : :_ ! \ .. I ~II 1, ii . ~ 1, ii @ i ! ~. ~vv 7) ~ ~ ! i : 1, I I I I i I I 15'-0" I I I .. © I 151_0 11 : , -/.J . / ,/ ii~ i l ~-~ /( f ~ ~ ,, /!, ~ ~t''.~"'•/;; 91 l I I I I ~ ~l"z/ ~/--.4 ~ i I EXISTING POTABLE WATER I I l l ~ ,,L / , (l :m i l ~--~l~i;~~~;~-~~;8-7 i i , ......................................................................................................................... ! .......... ~ ................................................. : ~~r::;:) ~ 1~_?~~'"")"..;J+J,2~3t--B11ll..Qlb/lf.i '~-. i : : : : MATCHLINE SEE SHEET I G g/ h/ / //,,/v =Ir. 11 I I I //'//. -, i I I ,,,,~-I I I ® I ~ : I i 8 ■ ,, I ; ~ F , rt,. __. / FY I -~ I ® I I : ✓:: TT TTTl 1--·----// ' ::.·-I u,✓ I /_r/ ·1•1 1111 ~ '0.,3," ~ -~·.:..'.C, •■ ~ ,, : / /,,. ,,,-I ili-i-" · __ _::..._,,/'4 -, ... • • I /;/,,/ 'Ii I I .-11 111 I 1I· --~ ~-~'S ,.;;__.•. ' ·. a,"'2· -• :: ' •;/"A y I V" ) i/11// _1111!11!1!1!11 .· ." ." ." ·_· .~£.±.-_ . .IA\I"Ai ~-.· --~ Hl~-~ ® --=,, , irllr , '""11111111 " _ =:--. 6 'A'\ I F ~ ! : 11 11 I 1 •I' I I!!!!!.'.!~ ¾ I I !t &I ---·-. I . '.~ I , 11 1 1 1 1111 i ;J 11111111 i I EXISTING uN01STuRBED MAiNuNE:,-.,:·_::, ;-:. \ ,, · 7 1_5 11 !~L.· i :S ' ;~i i;T 'ii1]ii1 i, ml UNK C@tl-i°RIGl~(i,':_AT!j>-.:'.' ¾'"' '-2' ~ : 0r ¾' .... ¾" ~ ;')' 1--! 't½c'.39~•L] DRIP IRRIGATION FOR SHRUB AND GROUND GOVER PLANTINGS. DRIP TUBING Y'!ITH PRE-INSERTED, 0.'12 GPH PRESSURE C-OMPENSATING EMITTERS AT 18" O.C,, TUBING TO BE UNIFORMLY SPAC-ED lb" TO 18" O.C. IN GRID PATTERN AS SHOHN. SECURE HITH STAPLES 5' O.C. AND PROVIDE TOP SOIL C-0\/ER·MINIMUM 4". (AVG. APPLIC-ATION RATE = hb ln/nc TO .14 ln/ncJ DRIP TUBING HITH PRE-INSERTED, .'12 GPH. PRESSURE COMPENSATING EMITTERS AT 12" O.C-. TUBING SF'AC-ED UNIFORMLY ON BOTH SIDES OF MEANDERING SHRUB ROY'!S. SEC-URE Y'!ITH STAPLES AT 3' O,C,, AND C,0\/ERED HITH 3" MULC,H, SEE DRIP IRRIGATION NOTES AND DETAIL DRAY'!INGS. ALL FITTINGS TO BE TORO. / KEY MAP I NORTH I -¾_'.I i 1 ff) ib.----..1 @ i I 2" ®-I ; l"f 12.1·_1 "-A I . -• lf----- il ~ : " EXIJING UNDISTURBED !~~INj: I~ 1 '~~: A- 7 ~ i; !I§ ® (j) NEY'! EQUIPMENT SUC-H AS CONTROL Y'IIRE AND/OR LATERAL LINE PIPE ROUTED UNDER NEY'! PAVING TO BE SLEEVED. SLEEVES SHALL BE THO TIMES DIA. OF PIPE OR Y'IIRE BUNDLE, 2" MIN. /TYP.J LOC-ATIONS SHOHN DIAGAAMMATIC-ALLY. ALL EQUIPMENT TO BE INSTALLED HITHIN PLANTING AREAS OR LOC-ATED AS DIREC-TED BY OY'INER'S REPRESENTATIVE. ¾" \ 1 'f "'"~ ... ,:1 ~ ;'' rt 1=4,-fl I I I -' I I.,.-;, W.0 _ HZ6 A-9 £'\ 1i _ ¾" I / Iii : ~ f,ri', 4 066 ~----"-~~===i-:--f/7-t-'. tf, t-<::il====--~ 'I'_) c__., 1 : ® , 1Yz'' 1 7 11 I /F ; 0f-· ,r-·-11 ~ ~"""' .... """:'°'" ----t-~-----I Jlj ""============-1:~1ni=+='f'l ~l. A-·10 11 1°1 I :, ' HZ1 Ill : i1i:1: -:C-C:-::-:C-t--.--1-.... ,,_ .... _.. i i 'i I I I !Ill 2 958 1/" 111 I \ ..--¾" 1: M ' 1 /2 2 4 11-1'.i ~,')'lti~c'--~11 I I :::: __... .......... """:'.. DN "' ,---------------------------~!' -----------------------l~J 1 '6' lii1! HZ2 A-8 i I lll---- 1" 9.2 I§ HZ7 A-6 841 1'' 5.6 HZ3 A-5 815 1 " 5.7 ® ® 1 -, l...... V:V u:ri ==--t---.--t--.... ' I o ................ _ :::: 36 314" 0 _9 ,.;;,.,2 , I It L 0.\./c--..,_ 1 W • --"!I: ._"...,_,. I r,:., '{-7' I k--·-·-•-•"-•, ~----~--=---...::2.., _(2) 7;,~ I ~§-1 8" ,..:-2•·--, lll1[ ® -~ "' ~ ' ~ / ~ :L i .. ~: .. r ---2,~------~---~-. :---..;~:;r~~ L' -----1:ii -'C~50"1 II II II """-I ~ ·--··-·· -··-··-··-·~-• _..,..,_ .. .. ·-·· .. ··--....__:_______ -c::::~Ju ~ !!!,: -. -•-~~-~-::c.;-1-rf 1-=--=:@) II II -II ' __________ 441_ --f-,~,' .•. ~:ljf : ~-------,. -....__ ._ ·~ 111 1 . • ' PROPERTY LINE EXISTING UNDISTURBED MAINLINE, --------• _, , = -~-I 2 ,, UNKNOWN ORIGINAL PATH ---~--'.J:"". 3.,» n / . " TYP.SYMBOL A-4 ~l ----~·, -(JU) ___ ff-_----"""'")"::".".'_· --1!•-A,I NEWMAINLINERE-ROUTEDIL Ill,/¾' -\-___ :z ::.= al, AROUND TH~SEATING AREA~ --e--c'.._• :i. §c'"* __ :· HZ2 ' ,.w-----, l2c.... ,,-,i!9,if 17 ¾" .25 2:~;: F:OM-TRASH ENCLOSURE ~ ----; :;IL --~c --.. -----~2-,4'=-i.. =· --<0~4•, 32 STATION WEATHER BASED IRRIGATION CONTROLLER "A" STATIONS USED: 1-30 / OPEN STATIONS: 31-32 MO DEL# ICA 1 O-RB3-32/I Q-GPRS-1 YR/IQ-CM/I FS-1 OOC/RSE/SP BY IMPERIAL TECHNICAL SERVICES EXISTING UNDISTURBED MAINLINE, UNKNOWN ORIGINAL PATH. ~ I 4"= . ,, :7.._::t. _r---------2 "-=2'~ ~PJ:<1· ,----7 L/.::-:_-:::-~-:_ --· 0''!..' -J1Yv.."t-,w ., , ·-G-2·:--------~ 62' OF NEW MAINLINE RE-ROUTED • AROUND THE SEATING AREA. PRIOR TO OBTAINING> OCCUPANCY THE LANDSCAPE ARCHITECT OF i"IORK SHALL REYIEVVINSPECT THE PROJECT INCLUDING> ALL AREAS SURROUNDING> EACH PHASE AND SUBMIT THE "CERTIFICATE OF COMPLETION" FORM AS AVAILABLE THROU6H THE CITY ( CITY FORM P25-D ) 0 10 NORTH DRIP IRRIGATION ON SURFACE • SINGLE EXC-EPTION TO SPEC-IFIC-ATION OF DRIP TUBING BEING INSTALLED SUB-GR.ADE TO AVOID DAMAGE TO SHALLOH ROOTS OF EXISTING TREES. HHEN ROOTS ARE ENC-OUNTERED HITHIN 5 INC-HES OF FINISH GR.ADE, DRIP TUBING C-AN TAANSITION TO A SURFAC-E INSTALLATION AS SHOY'!N IN THE DETAIL DAAHINGS. THIS AREA OF SURFAC-E INSTALLATION SHALL BE COORDINATED Y'!ITH AND APPROVED BY THE LANDSCAPE ARC-HITEC-T. AIR/VAC-UUM RELIF VALVE. LOC-ATION SHOHN DIAGRAMMATIC-ALLY. VALVE SHALL BE INSTALLED ON MANIFOLD AT HIGHEST LOC-AL ELEVATION (TYP.) FLUSH VALVE AT ENDS OF ALL DRIP SYSTEMS (TYF'.) INSTALL AT ENDS OF SINGLE LINES OR ON FLUSH MAI-UFOLDS AS SHOHN. RAIN BIRD ROOT i-'IATER SYSTEM FOR ADDITIONAL HATER TO NEY'! TREES IN SHRUB AND GROUND GOVER PLANTINGS. SEE LEGEND AND DETAILS FOR STYLE, TYPE AND PLACEMENT, (AVG. APPLIC-ATION RATE IN LOC-AL AREA = I.I TO 1.2 In/he) NOT USED DESIGN PROVIDES ZONE SEF'AF1.ATION REQUIRED BY DIFFERENCES IN APPLIC-ATION Fl.ATE, ENVIRONHENTAL EXPOSURE, TOPOGRAPHY AND PLANT i-'IATER C-ONSUHPTION. AS REQUIRED BY THE i-'IATER PURVEYOR AND DEPARTMENT OF HEALTH, ALL EXISTING QUIC-K C-OUPLER VALVES SHALL BE UPGRADED AND/OR ENTIRELY REPLAC-ED HITH AC-ME THREADED AND IDENTIFIED EQUIPMENT AS SPEC-IFIED BY THESE PLANS AND INSTALLED AS DETAILED HITHIN NEY'! VALVE BOX. ·EXISTING IRRIGATION MAINLINE IS SHOHN FOR REFERENCE AND CLARITY OF INTENT ONLY. THE SC-OPE OF THIS PROJEC-T REQUIRES C-ONNEC-TION TO THESE EXISTING LINES. ROUTING OF EXISTING MAINLINE SHOY'!N ON THESE PLANS Y'!AS DUPLIC-ATED FROM PREVIOUS PLANS AND DETERMINED BY ON-SITE OBSERVATIONS. GONTAAGTOR HUST FIELD VERIFY LOC-ATIONS AND CONDITIONS. -NEY'! MAINLINE, HHILE SHOY'!N DIAGAAMMATIC-ALLY IS TO BE INSTALLED Y'!ITHIN PLANTIHG AREAS 12" TO 24" FROM FAC-E OF C-URBS OR i-'IALKS. -VALVES ARE TO SE INSTALLED IN ORDERLY ARRANGEMENT Y'!ITH BOXES ALIGNED Y'!ITH ADJAC-ENT HARDSC-APE.C-URBS OR i-'IALKS. APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" //.IJ,Lf: TITLE fFt51ff<:( l-.k DATE INSPECTOR DATE ALL BASE INFORMATION FOR THESE PLANS HAS BEEN OBTAINED FROM THE LANDSC-APE ARCHITECT, CIVIL AND/OR MEC-HANIC-AL ENGINEER. AC-GUAAC-Y AND UPDATE OF THIS INFORMATION IS THE RESPONSIBILITY OF THE PROVIDING PARTY. THE IRRIGATION C-ONSULTANT DEPENDS ON AC-C,URAGY OF THIS OBTAINED INFORMATION. C-ONTAAC-TOR MUST FIELD VERIFY ACTUAL LOC-ATIONS. 04/26116 05/19/16 06/28/16 2ND CITY PLAN CHECK 3RD CITY PLAN CHECK 4TH CITY PLAN CHECK ------+----<---+-----+-----I uTI CITY OF CARLSBAD PLANNING DIVISION ~ lE_J Carlsbad Ga 160 -434-2152 Expiration Oate:04/3()/2017 05/16/17 00/04/17 11/00/17 DATE INITIAL ENGINEER OF WORK 5TH CITY RECORD DRAWINGS PLAN CHECK 6TH CITY RECORD DRAWINGS PLAN CHECK 7TH CITY RECORD DRAWINGS PLAN CHECK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL Ocean Point IRRIGATION AS-BUil T PLAN APPROVED ttt ll-'"' ·\J PLANNING DATE OWN BY: REW PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: !SW PD 16-03 492-1 L CITY APPROVAL RVWD BY: REW EXISTING IRRIGATION SYSTEMS IN THIS AREA TO BE REMOVED OR ABANDONED AND DISCONNECTED FROM THE SOURCE. OCEAN POINT TECH-POC AND CONTROLLER "A" STATIONS "8" @ 22 POT. HYDRAULIC GRADIENT ELEVATION AT P.O.C. PRESSURE AVAILABLE AT P.O.C. REGULATED PRESSURE SERVICE LINE (TYPE K COPPER) METER RP BACKFLOW PREVENTION DEVICE STRAINER FLOW SENSOR (FS1 00B) P.O.C. PLUMBING (15% OF DEVICE LOSS) MCV MAINLINE TRUNK MAINLINE LOOP ( FLOW /2) (LENGTH /2) MAINLINE (FLOW)() ISOLATION VALVES ( 4 VALVES) RCV SINGLE STATION LATERALS SUBTOTAL +10% FOR FITTINGS TOTAL LOSSES OPERATION CHANGE IN ELEVATION POC TO SYSTEM PRESSURE DIFFERENTIAL REQUIRED SURPLUS PRESSURE LANDSCAPE IRRIGATION POC -POINT OF CONNECTION SYSTEMS TO BE MAINTAINED BY OWNER EXISTING 2" POTABLE WATER METER Q 22 22 22 22 22 22 22 22 11 N.A. VAR 22 VAR 21% 241.00 FT. 58.00 FT. 79.24 PSI N.A. PSI SIZE LEN. J LOSS 2" 10 0.56 0.06 PSI 2" 0.25 PSI 2" 13.00 PSI 2" 2.00 PSI 1" 2.00 PSI 2" 2.60 PSI 1.5" 1.60 PSI 2" 50 0.42 0.21 PSI 2" 1050 0.12 1.26 PSI N.A. 0.00 VAR 0.40 PSI 1.511 4.00 PSI VAR. 3.00 PSI 30.37 PSI 3.04 PSI 33.41 PSI 30.00 PSI 5.00 FT. -2.17 PSI 65.57 PSI 13.66 PSI PROPOSED RECYCLED WATER METER TO BE PURCHASED BY OWNER AT SUCH TIME AS RW BECOMES AVAILABLE RW METER TO BE INSTALLED BY THE CARLSBAD MUNICIPAL WATER DISTRICT EXISTING METER LOCATION-STAT.PT. POC ELEVATION PRESSURE ZONE STATIC WATER PRESSURE REGULATED PRESSURE MIN. PRESSURE REQUIRED MAX. DEMAND AREA SERVED (Incl. Tree Canopies) MAWA ETWU LATERAL-SEE WILLAMSON & SCHMID DRAWING# 238-7 PROJECT# PD-215 25+5 AEVENIDA ENCINAS WEST SIDE 58.00 FT. 241.00 FT. 79.24 PSI N.A. PSI 65.57 PSI 30 GPM 60,417 SQ. FT. 2.5285 AC.FT.!YR. 1.7893 AC.FT./YR. 2" POC EQUIPMENT TEST STATION 2" EXISTING POTABLE WATER METER 2" EXISTING BACKFLOW PREVENTION DEVICE 2" WYE STRAINER 1" FLOW SENSOR 1.5" MASTER CONTROL VALVE EXISTING POTABLE WATER ~--LINE PER CIVIL #238-7 PROJECT# PD-215 PROPOSED RECYCLED WATER METER LOCATION EXISTING R/P BACKFLOW PREVENTION DEVICE ASSEMBLY. HZ7 475 HZ4 1,616 A-12 1'' 3.2 A-13 1'' 11 LO ti lLI :r:: UJ lLI lLI UJ lLI z _] :r:: u ~ 2 HZ6 A-14 AS-BUILT DRAJ/'ilNG- R.Ec.oRD DRAJIIIIN,S, DIMENSIONS, NOTATIONS BY THE INSTALLIN,S, C.ONTRAC.TOR, HEAVILAND LANDSCAPE. C.ONTRAC.TOR RESPONSIBLE FOR AC.C.URAC.Y. C.AD DRAJIIIIN,S, BY IIC., INC. 0<!/21/11 BY HEAVILAND LANDSCAPE. DATE PRIOR TO OElTAININ0 OCCUPANCY THE LANDSCAPE ARCHITECT Of J/'lORK SHALL REVIEJ/'l/lNSPECT THE PROJECT INCLUDIN0 ALL AREAS SURROUNDING EACH PHASE AND SUBMIT THE "CERTIFICATE OF COMPLETION" FORM AS AVAILABLE THROU0H THE CITY ( CITY FORM P2S-D ) 1,393 1'' 8.8 EXISTING UNDISTURBED MAINLINE, UNKNOWN ORIGINAL PATH. 0 10 20 40 & & iALE 1" = 2~ ::~ a ------loll-----, :1: I ©\\"-. I l•l ,:C:.: I : i I " " " '" :1: " " " :·1: " \.\ '14' ,,v ~ NORTH 15'-0" ,, ,, \, ' ' \ I PROPERTY LINE TYP. SYMBOL I" 1 3 A-17 1 " 5 A-20 1" 9 1 90 ' I A-19 HZ1: 1'' 3.6 47 \ A-15 HZ3 1½" 26 '13,460 A-16 HZ1 ► < (1) 3 111 3 (\ 3 Ill 1.51 1" 4 524 ' I ' lc1 ' I ' I ' t\ o' ~\ z• I ' I ' ' I 0' I CONSTRUCTION NOTES: CD EXISTING POTABLE r'IATER METER -EXISTING POG TO BE SALVAGED FOR GONTINUED USE UNTIL SUGH TIME THAT REGYGLED 1'1ATER BEGOMES AVAILABLE. a IRRIGATION GONTRAGTOR 1'11LL GONNEGT TO THIS SERVIGE LINE, INSTALL PRESSURE RATED PVG TO FLOl-'1 SENSING AND GONTROL EQUIPMENT AND EXTEND SYSTEM AS SHOl'1N. G). PROPOSED REGYGLED 1'1ATER POG -THE IRRIGATION P.O.G. SHALL BE AT 2" SERVIGE LINE DOV'INSTREAM OF A NEl-'1 REGYGLED r'IATER METER TO BE INSTALLED b BY OTHERS AT A LATER DATE. IRRIGATION GONTRACTOR V'IILL DISCONNECT ALL PIPE AND IRRIGATION EQUIPMENT FROM THE EXISTING POTABLE 1'1ATER METER, RECONNECT TO THE NEl-'1 RECYCLED r'IATER METER AND EXTEND SYSTEM AS SHOV'IN. ® © (j) ® ® @ GJJ © @ SECONDARY POG -THIS PROJECT 1'11LL INGLIJDE MANY POINTS OF GONNECTION TO EXISTING MAINLINE. THESE GONNECTIONS MAY BE GUT INTO A STRAIGHT PIPE RUN OR AT LOCATION OF EXISTING REMOTE CONTROL VAVE OR VALVE MANIFOLD. ALL REMOTE CONTROL VALVES USED AS PART OF THIS PROJECT ARE TO SE REPLACED 1'11TH NEl-'1 EQUIPMENT AS LISTED IN THE IRRIGATION LEGEND. IRRIGATION GONTROLLER- EXISTING IRRIGATION CONTROLLER TO SE REPLAGED 1'11TH A 1'1EATHER BASE UNIT AS SPECIFIED IN THE IRRIGATION LEGEND. THE NEVI GONTROL EQUIPMENT 1'11TH ALL SPECIFIED OPTIONS SHALL BE OSTAINED AS AN ASSEMSLY MOUNTED 1'11THIN A STAINLESS STEEL ENGLOSURE. CONTRACTOR SHALL COORDINATE 1'11TH APPROPRIATE ON-SITE PERSONNEL FOR AGGESS. 120 VAC POl'1ER SOURCE FOR EXISTING CONTROLLERS SHALL BE REUSED IN ACCORDANCE 1'11TH LOCAL CODES. DRIP IRRIGATION FOR SHRUB AND GROUND COVER PLANTINGS. DRIP TUBING 1'11TH PRE-INSERTED, o.q2 GPH PRESSURE COMPENSATING EMITTERS AT IB" O.G. TUBING TO BE UNIFORMLY SPACED IE:>" TO IB" 0.C. IN GRID PATTERN AS SHOl'1N. SEGURE V'IITH STAPLES S' O.C. AND PROVIDE TOP SOIL COVER-MINIMUM 4". (AVG. APPLIGATION RATE -.&E:> ln/ne TO .14 In/he) DRIP TUBING 1'1ITH PRE-INSERTED, _q2 GPH, PRESSURE COMPENSATING EMITTERS AT 12" 0.C. TUBING SPACED UNIFORMLY ON BOTH SIDES OF MEANDERING SHRUB ROl'1S. SECURE 1'1ITH STAPLES ATS' 0.C. AND COVERED 1'1ITH S" MULGH. SEE DRIP IRRIGATION NOTES AND DETAIL DRAJ.1INGS. ALL FITTINGS TO BE TORO. NEl-'1 EQUIPMENT SUCH AS GONTROL 1'1IRE AND/OR LATERAL LINE PIPE ROUTED UNDER NEJ.1 PAVING TO BE SLEEVED. SLEEVES SHALL BE Tr"I0 TIMES DIA OF PIPE OR 1'1IRE BUNDLE, 2" MIN. (TYP.J DRIP IRRIGATION ON SURFAGE - SINGLE EXGEPTION TO SPEGIFIGATION OF DRIP TUBING BEING INSTALLED SUB-GRADE TO AVOID DAMAGE TO SHALLOl-'1 ROOTS OF EXISTING TREES. >"!HEN ROOTS ARE ENCOUNTERED J.1ITHIN S INC.HES OF FINISH GRADE, DRIP TUBING GAN TRANSITION TO A SURFAGE INSTALLATION AS SHOr"IN IN THE DETAIL DRAr"IINGS. THIS AREA OF SURFAGE INSTALLATION SHALL BE GOORDINATED Y'!ITH AND APPROVED BY THE LANDSGAPE ARCHITEGT. AIR/VACUUM RELIF VALVE. LOCATION SHOl-'1N DIAGRAMMATIC.ALLY. VALVE SHALL BE INSTALLED ON MANIFOLD AT HIGHEST LOGAL ELEVATION (TYP.) FLUSH VALVE AT ENDS OF ALL DRIP SYSTEMS (TYP.J INSTALL AT ENDS OF SINGLE LINES OR ON FLUSH MANIFOLDS AS SHOl'1N. RAIN BIRD ROOT r'IATER SYSTEM FOR ADDITIONAL r"IATER TO NEl-'1 TREES IN SHRUB AND GROUND GOYER PLANTINGS. SEE LEGEND AND DETAILS FOR STYLE, TYPE AND PLACEMENT. (AVG. APPLIGATION RATE IN LOCAL AREA -I.I TO 1.2 In/he) NOT USED. DESIGN PROVIDES ZONE SEPARATION REQUIRED SY DIFFERENCES IN APPLICATION RATE, ENVIRONMENTAL EXPOSURE, TOPOGRAPHY AND PLANT r'IATER CONSUMPTION. AS REQUIRED BY THE r"IATER PURVEYOR AND DEPARTMENT OF HEALTH, ALL EXISTING QUICK GOUPLER VALVES SHALL BE UPGRADED AND/OR ENTIRELY REPLAGED 1'1ITH ACME THREADED AND IDENTIFIED EQUIPMENT AS SPECIFIED BY THESE PLANS AND INSTALLED AS DETAILED 1'11THIN NEV'l VALVE BOX. 1 +59.58 (8) LOGATIONS SHOJ.1N DIAGRAMMATICALLY. ALL EQUIPMENT TO BE INSTALLED 1'11THIN PLANTING AREAS OR LOGATED AS DIREGTED BY OV'lNER'S REPRESENTATIVE. -EXISTING IRRIGATION MAINLINE IS SHOJ.1N FOR REFERENGE AND GLARITY OF INTENT ONLY. THE SGOPE OF THIS PROJECT REQUIRES CONNECTION TO THESE EXISTING LINES. ROUTING OF EXISTING MAINLINE 5HOJ.1N ON THESE PLANS r'IAS DUPLIGATED FROM PREVIOUS PLANS AND DETERMINED BY ON-SITE OBSERVATIONS. CONTRACTOR MUST FIELD VERIFY LOCATIONS AND CONDITIONS. CONST. 8" -90° BEND -NEJ.1 MAINLINE, V'lHILE SHOl'1N DIAGRAMMATICALLY 15 TO BE INSTALLED V'IITHIN PLANTING AREAS 12" TO 24" FROM FAGE OF CURBS OR r'IALK5. -VALVES ARE TO BE INSTALLED IN ORDERLY ARRANGEMENT V'IITH BOXES ALIGNED r"IITH ADJAGENT HARDSGAPE.GURBS OR r'IALK5. REQUIREMENTS FOR CONVERSION TO RECYCLED r'IATER- EXISTING IRRIGATION Poe TO MUNICIPAL POTASLE IS TO REMAIN IN USE UNTIL SUCH TIME THAT THE ENTIRE PROJECT 15 COMPLETED AND THE REQUIRED CROSS CONNECTION TEST 15 SUCCESSFULLY ACCOMPLISHED AND APPROVED BY THE CARLSBAD MUNICIPAL r'IATER DISTRIGT (CMV1D) AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH (DEH). AFTER THE ABOVE IS GOMPLETED THE EXISTING POTABLE r'IATER POG V'llLL BE COMPLETELY RE-PLUMBED FOR RECYCLED r'IATER (Rl'1) AND THE GONNEGTION MADE TO AN RV'l METER APPROXIMATELY V'lHERE SHOV'lN. RV'l METER TO BE PROVIDED BY THE OY'!NER, INSTALLED BY GMJ.1D. EXISTING BAGKFLOV'l PREVENTION DEVICE TO BE SALVAGED AND DISPOSED OF IN A MANNER SATISFACTORY TO THE 01-',NER. IN THE EVENT THAT GONVERSION TO REGYGLED r'IATER OCCURS PRIOR COMPLETION OF ALL PHASE OF THE PROJEGT, ANY NEJ.1 MAINLINE AND CONTROL VALVES MUST BE TEMPORARILY GONNEGTED TO A POTABLE r'IATER SOURCE UNTIL SUGH TIME AS THE A GROSS CONNECTION TEST IS GOMPLETED AND APPROVED. THIS TEMPORARY CONNECTION GAN BE ACCOMPLISHED J.11TH AN EXPOSED LINE (HIGH-LINE) THAT V'llLL BE VISIBLE TO THE OBSERVING PARTIES. EX STING 10" A PW TERLIN 23 + 45AVENIDA ENCINAS / O+OOLINE"A" ALL BASE INFORMATION FOR THESE PLANS HAS BEEN OBTAINED FROM THE LANDSCAPE ARGHITECT, CIVIL AND/OR MECHANICAL ENGINEER. ACCURACY AND UPDATE OF THIS INFORMATION IS THE RESPONSIBILITY OF THE PROVIDING PARTY. THE IRRIGATION CONSULTANT DEPENDS ON ACCURACY OF THIS OBTAINED INFORMATION. GONTRACTOR MUST FIELD VERIFY AGTUAL LOCATIONS. 04 26 16 2ND CITY PLAN CHECK Cl z □~ __J ::) ._;- (I] r.7 BUILDING 5431 KEY MAP NORTH BUil T" J/Lhf DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIEWED B~; ( (t!ti)J.. f f::_t\At INSPECTOR \ [\_ i '4 11 DATE 05 19 16 3RD CITY PLAN CHECK 06 28 16 4TH CITY PLAN CHECK ~ CITY OF CARLSBAD ~ ~---~~--~~~~--------+---+-----+--+----t L1§j PLANNING DIVISION ~ ~=::.=========='...'.::::= 05/16/17 5TH CITY RECORD DRAWINGS PLAN CHECK 09/04/17 6TH CITY RECORD DRAWINGS PLAN CHECK 11/09/17 7TH CITY RECORD DRAWINGS PLAN CHECK Ocean Point IRRIGATION AS-BUil T PLAN I-----+---+-------------+---+-----+---+-__, I-AP-PRO_VE_D~«J~Ml-....... , -4-+-✓-~~fl~A---­ PLANNING DA TE INITIAL DATE INITIAL DA TE INITIAL DWN BY: REW PROJECT NO. CHKD BY: isw 1\-k.,,·\1 DATE DRAWING NO, Gar\sbacl Ga '"160 -434-2152 Exp frat ion Date; 04/30/2017 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: REW I PD 16-03 I 492-1L ( I l I 1 SEATING NODE '6' A SEATING NODE 'C' BUILDING 5421 IRRIGATION ENLARGEMENT OF SEATING NODES IRRIGATION SUBMITTAL #4 062816 --·---·- ---··r SEATING NODE 'A' ------ I I I I I I I I I -·----- I / ·---·-·-·-·-·-·-·-·-·-·-·-·-·--·- ----. .. I :1"': l. -I l. -I I ·1 I I I I A 0 :2 4 8 ~ -411!.~-i!!•lll. --lif!lliCI-A-L._E_1_"_=_4-1.i!I. 1J-NORTH Carlsbad Ca 160 -434-2152 BUILDING 5451 A SEATING NODES KEY FL.AN A SEATING NODE 'D' Expiration Dote:04/30/2017 AL.L 6ASE INFORMATION FOR THESE PLANS HAS BEEN OBTAINED FROM THE LAND¾APE ARCHITECT, CIVIL AND/OR MECHANIC.Al. EN<,,INEER. AC.CURACY AND UPDATE OF THIS INFORMATION 15 THE RESPONSIBILITY OF THE PRoVIDIN<,, PARTY. THE IRRl<,,ATION CONSUL. TANT DEPENDS ON AC.CURACY OF THIS OBTAINED INFORMATION. CONTRACTOR MUST FIELD VERIFY ACTUAL LOCATIONS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR "AS BUILT" DATE DATE 04 26 16 2ND CITY PLAN CHECK LrrJ ~ 1"'05,.,_1,.,,.9w.;16 __ +3"-'R"-D --'-C'-'--ITY'-'--'PL:;.:;AN"-"'CH-'-=E'-"'CK-'---------+----+----+----11-------1 7 CITY OF CARLSBAD 9 06 28 16 4TH CITY PLAN CHECK ::=::::;::::--'=::::;::::;==PL::A=N=N=IN:;:G:;:::D:::IV:::l:::S:::IO:::N==::::;::::;=:._:=::::;=: Ocean Point IRRIGATION PLAN I APPROVED DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: REI'\'. PROJECT NO. DRAWING NO. CHKD BY: K!Y PD 16-03 492-1 L RVWD BY: R~\'\'. RECYCLED V'IATER IRRIGATION EQUIPMENT LEGEND SYMBOL DESCRIPTION MANUFAG11JRER / MODEL REMARKS DETAIL ~ METER METER EXISTIN6 1.5" POTABLE Y'IATER SEE PLANS FOR DIA6RAMATIC, LOCATIONS OF ALL POINTS OF CONNECTION. NO DETAIL SEE AL.SO CIVIL. DRAY'IIN6S FOR EXACT SERVICE LINE LOCATIONS. (t} REDUCE PRESSURE TYPE EXISTIN6 CONTRACTOR TO RE-LOCATE EXISTIN6 BACKFLOY'I PREVENTION DEVICE TO Y'IITHIN 2' OF THE EXISTIN6 BACKFLOY'I PREVENTION DEVICE POTABLE Y'IATER METER SEE PL.ANS FOR DIA6RAMMATIC, LOCATION Al,C,B,C,4 (@ FLOY'! SENSOR CREATIVE SENSOR TECHNOL06Y TO BE INSTALLED Y'IITHIN RAINBIRD VB-STDP AND VB-STD-6EXT-B VALVE BOX DOY'INSTREAM OF EXISTIN6 FSl-100 BACKFLOY'I PREVENTION DEVICE. COMMUNICATION TO CONTROLLER VIA PAl6E ELECTRIC, F1162D CABLE AB, El Y'IITHIN 1.5" SCH 40 PVC CONDUIT. ~ CROSS-CONNEC, TION CONTRACTOR FABRICATED FABRICATE AND INSTALL AS DETAILED AND/OR TO THE SATISFACTION OF THE CARLSBAD MUNICIPAL TEST STATION FOR FUTURE CONVERSION TO RY'!. Y'IATER DISTRICT (CMY'ID) AND THE SAN DIE60 COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH (DEH). 1'2, El 'i, MASTER CONTROL VALVE SUPERIOR 9200-RY'I NORMALLY CLOSED CONTROL VALVE. INSTALL Y'IITHIN VALVE BOX AS DETAILED DOY'INSTREAM OF FLOY'! SENSOR "INCLUDE RY'!. Y'IARNIN6 TA6. A4,EI RAINBIRD LXME/F ASSEMBLED I.T.S, MODEL # ICAIO-R69-92/IQ-6PRS-IYR/IQ-CM/IFS-IOOC/RSE/SP ASSEMBLED Y'IITH SPECIFIED OPTIONS © AUTOMATIC Y'IEATHER BASED Y'IITH OPTIONS BY IMPERIAL Y'IITHIN STAINLESS STEEL Y'IALL MOUNT ENCLOSURE. INSTALLATION SHALL BE SUBSTANTIAL.LY AS DETAILED IRRl6ATION CONTROLLER TECHNICAL SERVICES (ITS) AND TO THE SATISFACTION OF THE LAND5CAFE ARCHITECT OR OTHER OY'INER'S REPRESENTATIVE. PLACE Bl,B2 R.Y'I. Y'IARNIN<& DECAL ON CONTROLLER CABINET. NO SYMBOL TRADITIONAL CONTROL Y'IIRE PAl6E ELECTRIC OR EQUAL COFFER, SIN6LE CONDUCTOR, 600 VOLT Y'IITH DIRECT BURIAL INSULATION. 14 AY'l6 MINIMUM. CONTROL Y'IIRE TO FOLLOY'I IRRl6ATION MAINLINE IN COMMON TRENCH Y'IHENEVER POSSIBLE. C.l,C.2 O<) BALL. VALVE Y'IILKINS SIZED EQUAL TO FIFE SIZE. FOR MAINLINE AND MANIFOLD ISOLATION ON LINES 2-1/2" AND SMALLER ON MAINLINE 2" AND SMALLER e,so-u INSTALL Y'IITH RECYCLED Y'IATER Y'IARNIN6 TA6 Dl,EI 0 QUICK COUPLER VALVE NELSON 1645 Y'IITH-INSTALL Y'IHERE SHOY'IN OR Y'IHERE EXISTIN6 AND Y'IITHIN RAINBIRD VBIORNDF 10" ROUND VALVE BOX. 1641 KEY AND e,e,12 SY'IIVEL Y'IITH LOCKING PURPLE COVER QUICK COUPLER TO BE FED BY A MIN. OF 1-1/2" LINE. D2, El s REMOTE CONTROL VAL VE RAINBIRD SIZE AS SHOY'IN. PRESSURE RE6ULATING REMOTE CONTROL VALVE FOR OVERHEAD SYSTEMS. E2, El MODEL FESBR-PRS-D INSTALL RCV ASSEMBLY Y'IITH RECYCLED Y'IATER Y'IARNIN6 TA6 AND CONTROLLER/STATION I.D. TA6. DRIP VALVE ASSEMBLY-TORO/RAINBIRD/SENNIN6ER/ SPEARS-ALL EQUIPMENT TO BE SIZED AS ILLUSTRATED IN THE DETAIL DRAY'IIN6. INSTALL. Y'IITH RY'I. Y'IARNIN6 83 .rs11 REMOTE CONTROL VALVE TFVFIOO-EFF / QKCHK-100 / FMR-40-LF FOR .2 TO 9 6PM TA6 AND STATION ID TAG AND Y'IITHIN VALVE BOX AS FOLLOY'IS, I"~ PRE-SET PRESSl)RE RED. VALVE, TFVFIOO-EFF / QKCHK-100 / PMR-40-MF FOR 5 TO e, 6PM I" ASSEMBLY Y'IITHIN RAINBIRD VB-STD VALVE BOX. E3, E4, El BASKET SCREEN FILTER, P-220S-26-04 I QKCHK-100 I PMR-40-HF FOR e, TO 15 GPM 1-1/2" ASSEM. Y'IITHIN RAINBIRD VB-JMB VALVE BOX B t.5" ISOLATION BALL VALVE. P-220S-26-06 I QKCHK-100 (X2) I FMR-40-HF (X2) FOR 16 TO 90 6PM ® PIJL.l. BOX FOR CONTROL Y'IIRE CONTACTOR FABRICATED PULL BOXES TO BE INSTALLED AT ROAD OR DRIVE CROSSIN6S AND IN CONDUIT RUNS SEE SPECIFICATIONS IN EXCESS OF 250 FT. B2,EI NO SYMBOL DRIP START CONNECTION CONTRACTOR FABRICATED TRANSITION FROM PVC, TO POLY DRIP LINES. AS DETAILED Fl @ AIR/ VACUUM RELIEF VALVE TORO T-YD-500-94 Y'IITHIN 10" ROUND VAL.VE BOX. INSTALL. ON COMMON POLY MANIFOLD F2, El LOCATED AT Hl6HEST LOCAL ELEVATION APPROXIMATEL. Y Y'IHERE SHOY'IN. © DRIP LINE FLUSH VAL.VE CONTRACTOR FABRICATED MANIJAL SHUT-OFF VALVE Y'IITHIN 10" ROUND VALVE BOX. INSTALL AT POLY LATERAL END FB,EI OR PVC EXHAUST MANIFOLD APPROXIMATELY Y'IHERE SHOY'IN AND CONSTRUCTED AS DETAILED. -·---POLYETHYLENE DRIP LINE TORO DL-2000-R6P-41e,-E DRIPLINE 1"1/ PRE-INSERTED 0."12 5PH EMITTERS @ IB" O.C. LINE SPACED 16"-IB" O.C. ----Y'IITH PREINSERTED EMITTERS (PURPLE FOR USE Y'IITH RY'!.) SECURE DRIP LINE Y'IITH STAPLES 5' O.C. INSTALL 1"1/ 4" MIN. AND MAX. 5" COVER F 5ERIE5 CURVED OR STRAl6HT SYMBOL ALL TUBIN6 CONNECTIONS TO BE Y'IITH TORO LOC-EZE INSERT FITTINGS. -----POLYETHYLENE DRIP LINE TORO DL-2000-R6P-"112-E DRIPLINE 1"1/ PRE-INSERTED 0.61 6PH EMITTERS @ 12" O.C. LINE SPACED 12" O.C,. SECURE DRIP LINE Y'IITH -----Y'IITH PREINSERTED EMITTERS (PIJRPLE FOR USE Y'IITH R.Y'I.) STAPLES 5' 0.C,. INSTALL 1"1/ 4" MIN. AND MAX. 5" COVER. F 5ERIE5 CURVED OR STRAl<&HT SYMBOL ALL TUBIN6 CONNECTIONS TO BE Y'IITH TORO LOC-EZE INSERT FITTIN6S. -PVC MAINLINE PIPE EXISTIN6 PVC IRRl6ATION MAINLINE FROM EXISTIN6 SYSTEMS OUTSIDE OF DEMOLITION AND LIMIT OF Y'IORK. INFORMATION OBTAINED FROM ORl61NAL PLANS. EXACT LOCATION, FIFE SIZE AND CONDITION UNKNOY'IN. C.l,C.2 ALL CONNECTIONS AND/OR REPAIRS TO BE PRESSURE TESTED. FOR l'l:FERENCE ---PVC MAINLINE PIPE PAGIFIC, PLASTICS CYCLE FLOY'! I" -11/2" = PVC SCH 40; 2"-9"= PVC CLASS 915. ALL FITTIN6S TO BE SCH BO PVC, DEEP BELLED. 2.5" AND SMALLER OR EQUAL. SOLVENT Y'IELD JOINTS. (PURPLE PVC FIFE FOR FUTURE USE Y'IITH RECYCLED Y'IATER) C, 5ERIE5 -· -·-PVC LATERAL LINE PIPE EXISTING, PVC IRRIGATION LATERAL. LINE FROM EXISTIN6 SYSTEMS OUTSIDE OF DEMOLITION AND LIMIT OF Y'IORK. C.I, C2 INFORMATION OBTAINED FROM ORl51NAL. PLANS. EXACT LOCATION, PIPE SIZE AND CONDITION UNKNOY'IN. FOR l<EFE<ENCE PVC LATERAL. LINE PIPE PACIFIC PLASTICS CYCLE FLOY'! 2.5" AND SMALLER LATERAL LINES TO BE INSTALLED Y'IITH PVC SCH 40 FITTIN6S AS NOTE 2.5" AND SMALLER OR EQUAL. SOLVENT Y'IELD JOINTS. AND DETAILED. (PURPLE PVC PIPE FOR FUTURE USE Y'IITH RECYCLED Y'IATER) C, 5ERIE5 ------PVC, SLEEVE PACIFIC PLASTICS PVC, 5CH 40. SIZED 2X SLEEVED FIFE OR Y'IIRE BUNDLE. ------CYCLE FLOY'! C, SERIES • R.Y'I Sl6N T. CHRISTY ENTERPRISES MOUNTED ON 2" 6ALVANIZED STEEL FIFE POST AND LOCATED APPROXIMATELY Y'IHERE SHOY'IN F<Yi MODEL# ID-Sl6N-4 OR AS DIRECTED BY Y'IATER DISTRICT OR DEH INSPECTOR. SHT-13 BUBBLER IN DEEP Y'IATERING, DEVICE RAINEllRD Rl"tS-M-6-G-P-SOCK ( .25 6PM PER UNIT 2 UNITS FER TREE ) • FOR SUPPLEMENTAL Y'IATER IB" MESH TU6E VV PURPLE G,RATE 61-62 TO TREES SHRU6/<S.C. AREAS 2 UNITS PER TREE 7 VAL.VE CALL-OUT SYMSOL 12 CONTROLLER ;,,..__-.,: ,--STATION NUMElER .,,,--HYDROZONE • HZ3 6RASS PLUG 1-REDUCED PRESSURE TYPE BAC,KFLOl"t PREVENTION DEVICE ASSEMBLY. 2-Y' STRAINER V'I/ 20 MESH INSERT 5-BRASS ELL'S -REDUCING, IF NECESSARY. 4-BRASS UNION -RISER SIZE. 5-BRASS RISERS, MAINLINE SIZE -L.A.R. E,-BRASS NIPPLES -LAR-NO CLOSE NIPPLES. 1-PVC, SC,H BO OR COPPER 5i"IEAT FEMALE ADAPTER ON SERVICE. 8-CONCRETE SLAS-E," THICK. NOTE: 12" MIN. <I-BRASS, TYPE K COFFER OR CL9l5 PVC FROM METER. 10-PVC MAINLINE. II-UNDISTURBED OR COMPACTED SUB6RADE. l2-12"xl2"xl2" 480-C2000 CONC,RETE THRUST BLOC,K -TYP. A. BACKFLOi"I PREVENTION DEVICE ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE TO G,OVERNING, CODES AND ORDINANCE. 6. i"IRAF SU65URFACE BRASS PIPING, i"IITH 10 MILL UPC FIFE i"IRAF. C. SLOPE TO DRAIN Ai"IAY AND FINISH i"IITH 1/4" ROUND OVER. D. INSTALL ACCORDING, TO MANUFACTURER'S INSTRUCTIONS. Al EXISTING BACKFLOJA! PREVENTION DEVICE ~TIOH-NO~ 8_RPS.dwg IRRIGATION SUBMITTAL 3 051916 : '. '.,4 ·" ... ·: ,::.. .•. _JL · .. • :' ~ ·:--, A I-QUICK COUPLER VALVE VVPURPLE LOCKING, CAP. 2-DURA 0-RING, SEALED Si"IING, JOINT. 4 I'>-QUICK LOCK-VEl'<TIC,AL SUPPORT 1-HORIZONTAL STABILIZER 8-FLUSH IN TURF, I" IN IN SHRUB AREA. Q.C. STANDARD UNIBODY 01"-A2 I II 18 5-PVC TEE-555 OR EL-55 ON PRESSURE MAINLINE 4-PVC PRESSURE MAINLINE '!-12" FROM !"lALKS, CURBS OR !"lALLS. 10-UNDISTURBED/COMPACTED 5U66RADE. II-PEA <,,RAVEL SUMP i"IITHIN ElOX S-04 RE6AR STAKE 24" LONG, 12-VALVE BOX V'VPURPLE LOCCKING LID. NOTE, A. FOR 9/4" Q.C. USE l"X5/4" REDUCING, BUSHING, 6. l'XIE>" CL 915 PVC THROUG,H HORIZONTAL STABILIZER C.R.i"I. i"IARNING, LOCKING, TM AND PURPLE COVER. D.QUICK COUPLER VALVE SHALL BE OF A TYPE APPROVED FOR RECYCLED i"IATER USE. A2 QUICK COUPLER VALVE DOJA!NSTREAM OF METER AS CROSS CONNECTION TEST STATION •• ,,.ION-NOoo,>il V_QCV-SJ-BOX-RW-TESTSTATION.ctwg _J 19 l" l ,025,,----SQUARE FOOTA6E Dl5C.HAR6E ·t,_.1,.-f'------VA!.VE SIZE (6PM) PRIOR TO OBTAININ6 OCCUPANCY THE LAND5CAFE ARCHITECT OF Y'IORK SHALL REVIEl"I/IN5PECT THE PROJECT INCLUDIN6 ALL AREAS SURROUNDIN6 EACH PHASE AND SUBMIT THE "CERTIFICATE OF COMPLETION" FOl'<M AS AVAILABLE THROU<SH THE CITY ( CITY FORM P25-D ) Carlsbad Ca 160 -434-2152 IRRIGATION NOTES THE PROJECT I. IRRlc,,ATION SYSTEMS DESC,RIBED BY THESE FLANS ARE FOR THE 5UPFOl'<T OF DECORATIVE LANDSC,AFE FLANTING,5, SEPARATE IRRIG,ATION SYSTEMS DESCRIElED ElY THESE PLANS ARE INTENDED FOR USE OF REC,'l"CLED Y'IATER, ALL SYSTEMS SHALL SE INSTALLED ACCCORDING, TO THE RULES AND REG,ULATION5 OF THE CITY OF CARLSBAD AND THE SAN DIEG,O COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 2. THIS 15 A REFURBISHMENT PROJECT i"IHICH l"tlLL REQUIRE AN INTERFAC,E i"IITH NUMEROUS CONDITIONS OF EXISTING, IRR16ATION EQUIPMENT. THE C,ONTRAC,TOR MUST ElE Ai"IARE OF THE NATURE OF RETROFIT i"IORK, THAT UNDERG,ROUND FIFE, i"IIRE AND OTHER EQUIPMENT 15 OF UNKNOi"IN CONDITION, SIZE, ARRANG,EMENT OR EXISTENCE. S. THESE PLANS ARE PRODUCED i"IITHOUT ACTUAL AS-BUILT INFORMATION AND EXACT LOC,ATION OF CONNECTIONS TO EXISTIN<S EQUIPMENT ARE UNKNOi"IN. LOCATIONS AND ARRANG,EMENT OF ALL EQUIPMENT ARE APPROXIMATE AND/01'< CCONCEFTUAL. ALL FIFE AND C.ONTROL HIRE C,ONNECTIONS SHOi"IN ON THE PLAN ARE DIA6RAMMATIC. THE C.ONTRACTOR SHALL SE RESPONSIBLE FOR LOCATING, POINTS OF C,ONNECTION TO EXISTING, CONTROL i"IIRE AND IRRIG,ATION MAINLINE. THE CONTRACTOR SHALL STAKE THESE LOC,ATION5, INTENDED ROUTING, OF MAINLINE AND CONTROL i"IIRE AND LOCATION OF INTENDED RCV INSTALLATIONS FOR APPROVAL OF THE LANDSC,APE ARCHITECT i"IHIC,H MUST BE OBTAINED BEFORE PROCEEDING, HITH INSTALLATIONS. 4. THE C,ONTRACTOR SHALL BE RE5FON51SLE FOR ANY AND ALL RECONNAl55ANC,E i"IORK REQUIRED TO COMPLETE THE INTENT OF THE DRAi"IING,5. TO INTERFACE i"IITH ALL EX15TIN6 CONDITIONS THE CONTRACTOR MUST BECOME VERY FAMILIAR HITH THESE CCONDITIONS. THE CONTRACTOR SHALL COORDINATE ALL i"IORK AFFECTED BY EXISTING, CONDITIONS i"IITH APPROPRIATE ON-SITE LAND5"AFE MAINTENANCE PERSONNEL. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND MAINTENANCE OF EXISTING, LAND5"AFE AND IRRlc,,ATION EQUIPMENT OUTSIDE LIMITS-OF-i"IORK BUT AFFECTED ElY THE SCOPE OF THIS PROJECT. THIS MAY INCLUDE BUT NOT BE LIMITED TO, *TEMPORARY CONNECTIONS AND BYPASS LINES TO AVOID AREAS OF DEMOLITION AND CONSTRUCTION. *REPAIR AND/OR REPLACEMENT OF DAMMED PLANTING, AND/OR IRRIG,ATION EQUIPMENT. 'MANUAL AND/OR HAND i"IA TERIN<S LAND5C,AfE AREAS LEFT TEMFORARIL Y i"IITHOUT AUTOMATIC IRRIG,ATION. THE CONTRACTOR SHALL COORDINATE A!.L i"IORK AFFECTED BY TEMPORARY INTERRUPTIONS OF i"IATEI'< SERVICE i"IITH APPROPRIATE ON-SITE PERSONNEL. b. THE CONTRACTOR SHALL OBTAIN STUDY AND COORDINATE ALL PERTINENT ENGINEERING, AND/OR ARCCHITECTURAL PLANS AND SFECIFIC,ATION AND COORDINATE i"IITH THE i"IORK DESCRIBED ElY THESE PLANS. 1. ALL IRRl6ATION SYSTEMS FOR THE c,,ENERAL LANDSCAPE i"IITHIN THE LIMITS OF THIS PROJECT ARE TO BE CONNECTED TO A F.O.CC. INTENDED FOR USE OF RECYCLED i"IATER. USE OF RECYC,LED Y'IATER REQUIRES THAT ALL PIPE, SLEEVES, SPRINKLER HEADS, REMOTE CONTROL VALVES, QUICK C.OUPLER VALVES AND VALVE BOXES SE IDENTIFIED AS CONTAINING, RECCYCLED i"IATER. DECALS AND/OR ADHESIVE LABELS ARE NOT ACCEPTABLE. ALL INSTALLATIONS SHALL SE ACCORDING, TO RULES AND RE6ULATION5 OF THE SERVING, i"IATER DISTRICT AND ALL OTHEI'< CODES AND ORDINANCES AFFEC,TING CONSTRUCTION i"IITH OR USE OF RECYCLED i"IATER i"IA TER SOURCE I. THE i"IATER PRESSURE INFORMATION FOR THE RECYCLED !"lATER SOURCE i"IAS OBTAINED BY THE CITY OF CARLSBAD ON THE 28TH OF JANUARY 201b, RECYC,LED i"IATER PRESSURE -112 PSI AT THE FOC ELEVATION OF SB FEET. THIS EQUATES TO A HYDRAULICC G,RADIENT OF APPROXIMATELY 918 FEET. STATIC i"IA TEI'< PRESSURE OF POTABLE SYSTEMS i"IERE OBTAINED FROM THE CITY OF CARLSBAD, POTABLE i"IATER PRESSURE-1'! PSI; EQUATING, TO AN H6L OF 241 FEET. 2. THE CONTRACTOR SHALL VERIFY i"IATER PRESSURE BY DIRECT MEASUREMENT IN THE FIELD. IF EXISTING, PRESSURES ARE NOT AS STATED ON THE FLANS THE CONTRAC,TOR SHALL NOTIFY THE Oi"INER5' REPRESENTATIVE BEFORE PURCHASE OF EQUIPMENT AND/OR BEGINNING, INSTALLATION. PURCHASE OF EQUIPMENT AND ANY INSTALLATIONS HHEN EXISTING, STATIC PRESSURE 15 SELOi"I THAT STATED ABOVE SHALL BE THE SOLE l'<ESFONSIBILITY OF THE CONTRACTOR 9. IRRIG,ATION POINT OF CONNECTION SHALL BE DOi"INSTREAM OF A DEDICATED IRRl6ATION Y'IATER METE!'< APPROXIMATELY i"IHERE SHOi"IN /SEE CIVIL DRAi"IING,5). THE CONTRAC,TOR SHALL MAKE CONNECTION DOi"INSTREAM OF THIS METER AND INSTALL LINE SIZED, TYPE K COPPER FIFE THROU6H THE C.ONTROL HEAD (TEST STATION, PRESSURE REG,ULATOR, STRAINER, FLOi"I SENSOR, MASTER CONTROL VALVE.) DOi"INSTREAM OF THE MASTER CONTROL VALVE EXTEND SYSTEM i"IITH PVC MAINLINE. 6ENERAL I. FLANS ARE DEVELOPED OVER SASE INFORMATION PROVIDED BY THE LANDSCAPE ARCHITECT. THIS INFORMATION AND ALL NEEDED UPDATES ARE THE RESPONSIBILITY OF THE PROVIDER. 2. IT 15 THE RE5PON51EllLITY OF THE LAND5"AFE CONTRAC,TOR TO ARRAN6E FOi'< AND SCHEDULE A PRE-CONSTRUCTION MEETING, AND ADHERE TO THE SPECIFICATIONS REG,ARDING, THE SCHEDULE OF SITE OBSERVATIONS. 9. UNOBSERVED, UNPROVED, INADEQUATE INSTALLATIONS ARE THE SOLE RESPONSIBILITY OF THE INSTALLING, CONTRACTOR AND i"IILL ElE SUBJECT TO REMOVAL AND REINSTALLATION i"IITH NEi"I MATERIAL AT NO ADDITIONAL COST TO THE BUILDER/Oi"INER. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM l"tORK DESCRIBED SY THESE FLANS BEFORE 6EG,INNIN6 l"tORK. 5A. THE CCONTRACTOR SHALL OBTAIN, STUDY ALL PERTINENT EN61NEERING, AND/01'< ARCHITECTURAL FLANS AND SPECIFICATION AND COORDINATE i"IITH i"IORK DESCRIBED BY THESE PLANS. THE C,ONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REGONNAISSANCE l"tORK REQUIRED TO COMPLETE THE INTENT OF THE DRAi"IING,5. TO INTERFACE i"IITH ALL EXISTING, CONDITIONS THE CONTRAC,TOR MUST BECOME VERY FAMILIAR i"IITH THESE CONDITIONS. THE CONTRACTOR SHALL COORDINATE ALL i"IORK AFFECTED BY EXISTING, CONDITIONS i"IITH APPROPRIATE ON-SITE PERSONNEL. 56. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERG,ROUND UTILITIES i"IITHIN i"IORK AREA PRIOR TO START OF CONSTRUCTION. AT LEAST Ti"IO i"IORKING, DAYS PRIOR TO EXCAVATION, THE CONTRAC,TOR SHALL REQUEST MARKOUT OF UNDER<SROUND UTILITIES BY CALLING, THE REG,IONAL NOTIFICATION CENTER FOi'< AN INQUIRY IDENTIFICATION NUMBER THE CONTRACTOR SHALL ALSO REFER TO ALL OTHER IMPROVEMENT FLANS FOR THIS PROJECT FOR UTILITY LOCATIONS. b. THE CONTRACTOR SHALL NOT INSTALL THE IRRIG,ATION SYSTEM AS 5HOi"IN ON THE FLANS i"IHEN IT 15 OBVIOUS THAT FIELD C,ONDITIONS SUCH AS OS5TRI.IC,TION5, DIFFERENCES IN G,RADING, 01'<, IN SIZE AND SHAFE OF THE PLANTED AREAS MAY NOT HAVE BEEN ACCOMMODATED IN THE 01'<l6INAL DE5IG,N, THE CONTRACTOR SHALL NOTIFY THE LANDSC,AFE ARC,HITECT OF SUCH CHANG,E IN FIELD CONDITIONS. IF NOTIFICATION 15 NOT PERFORMED, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE INSTALLATION AND FOR ANY NEED OF SUBSEQUENT REVISIONS. 1. ALL LOCAL, MUNICIPAL. AND STATE LAl"IS, RULES AND RE6ULATION5 50VEl'<NIN6 OR RELATING, TO ANY PORTION OF i"IORK DESCRIBED AND/OR DIRECTED BY THESE DRAY'IIN6S ARE HERESY INC,ORPORATED INTO AND GrENERAL c.ontinL1ed ...... .. e. UNLESS OTHERl"IISE SPECIFIED ON THE PLANS, • ALL LATERAL END RUNS ARE TO BE 9/4" • ALL SUB-MAINS (NON-PRESSURE LINE CONNECTED DIRECTLY DOi"INSTREAM OF THE REMOTE C,ONTROL VALVE) SHALL SE ONE SIZE LARG,ER THAN THAT REMOTE CONTROL VALVE. • MAINLINE END RUNS ARE TO BE I 1/2". * MAINLINE LOCATION SHALL SE 12"-18" 6EHIND SIDEV'IALKS, TOP OF SLOPES 01'< ElROY'I DITCHES. '!. THE PLANS AND DRAi"IING,5 ARE DIMRAMMATIC. THE SCALE OF THE FLANS SOMETIMES MAKES IT NECESSARY TO SHOi"I IRRIGATION PIPELINES l"tlTHIN THE BUILDIN65, i"IALK5 OR OTHERl"IISE OUTSIDE OF THE PLANTING, AREAS. THIS 15 ONLY FOR CLARITY OF THE FLANS. ALL IRRl6ATION EQUIPMENT SHALL BE INSTALLED IN PLANTE!'< AREAS l"tHEREVER POSSIBLE. IN THE FOLLOi"IIN6 FLANS THE IRRIG,ATION MAINLINE 15 OFTEN 5HOi"IN i"IITHIN THE PLAN VIEi"! OF 5IDEi"IALK5, STREETS, DRIVES OR BUILDIN65. c,,ENERALL Y THE MAINLINE 15 SHOi"IN ON THESE PLANS INDICATES AN EXISTING, LINE TO SE PROTECTED IN PLACE FOR CONTINUED USE. REMORE CONTROL VALVE SHOi"IN ARE TO ElE INSTALLED IN PLACE OF THE EXISTIONG, VALVE. THERE 15 NO INTENTION OR DIREC, TION i"IITHIN THESE FLANS TO INCLUDE THE INSTALLATION OF NEi"I MAINLINE. IF NEi"I MAINLINE NEEDS TO BE INSTALLED TO PROVIDE A VALVE AT A DIFFERENT LOCATION OR, FOR ANY OTHER REASON, THE FOLLOi"IING, G,U!DELINE ARE PROVIDED, • 12" TO 18" FROM FACE OF i"IALKi"IAY OR MAINTENANCE FATH OR DRIVE. • 48" BACK FROM THE TOP OF SLOPE • 24" BACK Fl'<OM TOE OF SLOPE. 10. ALL PIPE LINES AND C,ONTROL i"IIRE CONDUIT CROSSING, UNDER NEi"I PAVING, SHALL BE SLEEVED. SLEEVES SHALL BE PVC, SCH 40 PIPE i"IITH BELLED ENDS AND SHALL BE Ti"IO TIMES THE DIAMETER OF THE SLEEVED FIFE OR i"IIRE CONDUIT (2" MINIMUM) OR SIZED AS 5HOi"IN ON THE FLANS. C,ONTROL l"tlRE TO BE SLEEVED SEFARATa Y FROM FIFE. 11. IN THE INTEREST OF i"IATER CONSERVATION, PIJ6LIC SAFETY AND CONTAINMENT OF RECYCLED i"IATER i"IHERE OVERHEAD IRRIG,ATION SYSTEMS AS FART OF THE EXISTING C,ONDITION5 ARE REALfc,,NED OR REVISED, OVER-SPRAY 15 NOT ACCEPTABLE. THE c;oNTRACTOR SHALL ADJUST SPRINKLER HEAD SPACING,, NOZZLES, RADIU5-0F-THROUG,H, ARC OF COVERAG,E, OPERATING, PRESSURES TO PREVENT OVER-SPRAY BEYOND INTENDED AREAS OF c;OVERAG,E, 12. i"IHERE SPRINKLER HEADS ARE RELOCATED OR ADDED TO RECONFl6URE OR REALIG,N EXISTING, OVERHEAD SYSTEMS THEY SHALL BE FOP/UP TYPE SPRINKLERS AS LISTED IN THE LEG,END OR EQUAL TO THE EXISTING,. IS. ALL INSTALLED AND/OR RELOCATED SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH 6RADE, i"IITH THE EXCEPTION OF SLOPE CONDITIONS i"IHERE HEAD SHALL BE SET BETi"IEEN PLUMS AND NORMA!. TO SLOPE, CHECK VALVES SHA!.L BE INSTALLED AS REQUIRED TO PREVENT LOI"! HEAD DRAINAG,E. ALL SPRINKLER HEADS SHALL BE SET AT HEl<SHT AS SHOl"tN IN THE DETAIL DRAl"IING,5. 14. IN CASE OF POSSIBLE CONTROL l"tlRE FAILURE, THE CONTRACTOR 5HA!.L INSTALL SPARE IRRIG,ATION CONTROL i"IIRE FROM THE CONTROLLER TO THE TERMINAL VALVE MANIFOLD OF ALL MAINLINE RUNS. AT MINIMUM. THERE SHALL BE INSTALLED 2 SPARE PILOT i"IIRE5 AND A SEPARATE COMMON l"tlRE. i"IHERE THERE ARE OPEN STATIONS ON THE SPECIFIED CONTROLLER SPARE i"IIRES SHALL BE INSTALLED 50 THAT ALL STATIONS CAN BE UTILIZED. SPARE i"IIRES 5HA!.L BE ROUTED THROUG,H A!.L MANIFOLD ISOLATION VALVE BOXES ALONG, THE ROUTE AND BE ACCESSIBLE AT THOSE LOCATIONS i"IITH A 48" LOOP OF FREE i"IIRE. ALL SPARE i"IIRE5 SHALL BE COLORED AS SPECIFIED IN THE COLOR CODED CHART AND BE LABELED AS SPARE. DRIP IRRIG,ATION I. IN THE INTEREST OF i"IATER CONSERVATION, PUBLIC SAFETY AND THE STRICT CONTROL OF RECYC,LED i"IATER APPLICATION, DRIP IRRIG,ATION METHODS AND TECHNIQUES ARE EMPLOYED PREDOMINANTLY ON THIS PROJEC,T. THE C,ONTRAC,TOR MUST BE QUALIFIED TO INSTALL DRIP IRRIG,ATION EQUIPMENT AND MUST ARRANG,E AND SCHEDULE A PRE-CONSTRUCTION MEETING, i"IITH BOTH THE LANDSCAPE ARCHITECT AND THE DRIP EQUIPMENT MANUFACTURER (RAINEllRD CORPORATION) PRIOR TO ANY INSTALLATIONS. 2. THE CONTRACCTOR SHALL PRACTICE CCAUTION i"IHEN INSTALLING, DRIP IRRIG,ATION EQUIPMENT. ALL MANUFACTURERS ILLUSTRATIONS, DIRECTIONS, IN5TRUC,TION5, REC,OMMENDATION5, i"IRITTEN LITERATURE AND VIDEO TAPE ILLUSTRATIONS SHALL BE FOLLOi"IED. 9. PVC SHAVING,5 AND BURRS i"IILL NOT SE TOLERATED IN THE SYSTEM. ALL PVC PIPE SHALL SE CUT i"IITH THE APPROPRIATE PVC FIFE c;UTTERS. USE OF ANY TYPE OF 5Ai"I FOR CUTTING, PVC FIFE 15 NOT AC,CEPTASLE. THE CONTRACTOR SHALL BE RE5PON51ElLE FOR ALL DESl'<IS INTRODUCED INTO THE SYSTEM DURING, CONSTRUCTION AND SUBSEQUENT MAINTENANCE PERIOD. CONTROLS I. SYSTEMS OF THIS PROJECT i"IILL BE CONTROLLED BYAN IRRl6ATION C,ONTROLLER CAPABLE OF CENTRAL C,ONTROL AND ETo BASED SCHEDULING, VIA THE RAINBIRD i"IE6 SITE. THE CONTRACTOR SHALL CONTACT RAINBIRD AND/OR IMPERIAL TECHNICAL. SERVICES FOR SITE SPECIFIC, TECHNICAL ASSISTANCE AND FINAL SPECIFICATION OF THE CONTROLLER. C,ONTRACTOR SHALL EXERCISE STRICT COMPLIANCE i"IITH THE MANUFACTURERS' INSTRUCTIONS FOR INSTALLATION AND <,,ROUNDING,. IMPERIAL TECHNICAL SERVICES-/114) E,'!E,-1555. 2. TO PREVENT UNNECESSARY IRRl<SATION, RAIN 5EN51N6 DEVIC,E5 ARE USED TO INTERRUPT SCHEDULED IRRIG,ATION EVENTS UPON MEASUREMENT OF SUBSTANTIAL RAINFALL. 9. THE CONTROLLER ASSEMBLY, MOUNTED ON A STAINLESS STEEL SAC,KBOARD i"IILL BE C,ONTRACTOR INSTALLED i"IITHIN ONE OF THE EXISTING, STAINLESS STEEL CONTROLLER ENCLOSURES. THIS l"tORK i"IILL INCLUDE THE REMOVAL OF EXISTING CONTROLLERS TO THE SATISFACTION OF THE Oi"INER'5 REPRESENTATIVE AND THE RE-ROUTING, OF ALL CONTROL i"IIRE TO THE 5ELEC TED ENCLOSURE. MEAN5 AND METHODS IRRESPECTIVE OF ANY OTHER TERM IN THESE CONSTRUCTION DOCUMENTS, THE IRRIGATION CONSULTANT SHALL NOT CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECH~IQUES, 5C,HEDULE5, SEQUENCES OR PROCEDURES; OR FOR CONSTRUCTION SAFETY 01'< ANY OTHER RELATED FROG,RAMS; OR FOR ANOTHER PARTIES' ERRORS OR OMISSIONS OR FOR ANOTHER PARTIES' FAILURE TO COMPLETE THEIi'< i"IORK OR 5ERVIC,E5 IN ACCORDANCE l"tlTH IRRIG,ATION CONSULTANT'S DOCUMENTS. PROJECT MAINTENANCE A LACK OF MAINTENANCE OR IMPROPER MAINTENANCE IN AREAS SUCH AS OR ASSOCIATED i"IITH, BUT NOT LIMITED TO, LANDSCAPE PLANTING,, HARDSCAFE. LIG,HTIN6, 6RADING,, DRAINME, i"IATER FEATURES, FURNISHING,5, AND IRRIG,ATION OR i"IATER MANAc,,EMENT i"IHETHEI'< ASSOCIATED i"IITH THE PROJEC,T OR NOT MAY RESULT IN DAMAGE TO Pl'<OPEl'<TY OR PERSONS. THE CONTRACTOR ACKNOi"IL.EDG,ES AND A<SREE5 THAT PROPER PROJECT MAINTENANCE 15 REQUIRED AFTER THE PROJECT 15 COMPLETE AND TO INFORM THE Ol"tNER OF HIS/HER SOLE RESPONSIBLE FOR THE RESULTS OF ANY LACK OF MAINTENANCE OR IMPROPER MAINTENANCE. MADE A PART OF THESE 5FECIFIGATION5. THE CONTRACTOR SHALL PERFORM i"IORK ACCORDING, TO PROVISIONS OF ALL 60VERNING, LOCAL, MUNICIPAL AND STATE LAl"IS, RULES AND REG,ULATIONS. APPROVED FOl? PLA.NTlNG 1\ND IRRICA'TION ONLY, INCLUDINC 1::iI~ECTSE LOCATION OF' PLANTING AcREAS. IJATE RF:V l[WFIJ SY: "I) i.;\NDSc~ <,'<' 1-~ Wl(lr✓, -<11) ~"' . oz,__,, ,. C'.¼k , '£ .,,, -~: _,,,, ' .,:,:,1' ll,.'11"--'"""''--'/ /c '1;o '---_.,, "'_,,_ Expiration Date:04/30/2017 04 2$/1_(:i _ 05 19 16 DATE ' INITIAL , ___ ] __ _ [\GINFFR o~-\NORK INSPECTOR DAT[ 2ND CITY PLAN CH_ECK ________ _ 3RD CITY PLAN CHECK ~ 1 CITY OF1 .. CARLSB ___ 1\D I S2HE9ETS I -+-------I LJ_§_I PLANNJNG DJ\/ JSION ------1-----1----+---~ ---~-. - :)ATE INl-II1\L D,,,,. TE l'\.ii i IN .. Rc'.VISl:JN IJ[SCF!IPTIO'-' Cl IY A.PPROVAl. --------~-- Ocean Point OWN BY: ____liE_VII _ CHK::J BY: KW RVWJ BY: ----8.f;_VII PROJECT N::J. PD 16-03 D~AWING ~O. 492-1 L [£;1' MIN. IOX FIFE DIAMETER:l MIN. 5/El----,f- \-I_. r" , ::f "\ ;_I~-I~ I 10/5 >-<:'/;' •~" "'" i_)I. A_] ,:l§t<'" ·<rf-:Js . 'r}')' ' '"U~J;~R" fJ;;-t/_,·, .. · ;)! _,.:;.,,,>),-.J,.Zf")-LlX,...1 .. ,.lt►l-li r{,,Qrl,-¼ . .f"'t,.,1 7 I-FLOY'! 5EN50R A5 FART OF CONTROLLER 7-1.25 IN. PVC SCH e,o ELECTRICAL C.ONDUIT A55EMElLY-SIZED EGUAL TO METER SIZE FROM CONTROLLER ENCLOSURE. 2-SENSOR Y'IIRE LEADS e,-1.25 IN. PVC 5c.H e,o 5Y'IEEF ELL. 5-COMM. CAElLE FROM CONTROLLER-'l-1.25 IN. PVC SCH e,o CONDUIT 6U5HIN5. COIL Y'I/ 4' EXTRA Y'IIRE. I0-5TANDARD RECT. DURA DRI-ElOX. 4-Y'IATER PROOF CONNECTORS-SM DElY. #125-DEl-5 Y'I/ PURPLE LOCKIN5 LID. 5-BRASS F'RE55URE MAIN FROM MASTER II-5/e," 5RAVEL LEVELIN5 FAD, CONTROL VALVE. SIZED EG1UAL TO METER 5" DEEP MINIMUM. SIZE 12-AT FINISH 5RADE IN TURF; b-ElRA55 PRESSURE MAIN FOR REGUIRED I" IN 5HRUEl AREA LEN5TH SIZED EGUAL TO FLOY'! SENSOR. 15-UNDISTURElED OR COMPACTED SUB5RADE. NOTE, A.FOLLOY'I MANUFACTURERS DIRECTIONS FOR CORRECT INSTALLATION. El. NO SIZE OR DIRECTION CHAN5E Y'IITHIN IOx FIFE DIAMETER UPSTREAM AND Sx PIPE DIAMETER DOY'IN5TREAM OF SENSOR. C.COMMUNICATION CAElLE SHALL ElE TY'IO CONDUCTOR, SHEILDED CABLE AEF 'l51b-25F. D.VALVE BOX LID SHALL BE BRANDED AS 5HOY'IN IN VALVE BOX INSTALLATION AND IDENTIFICATION DETAIL DRAY'IIN5. E. CONTRACTOR SHALL INCLUDE A CHRISTY'S R.Y'I. Y'IARNIN5 AND STATION 1.D. TA5 INDICATIN5 CONTROLLER AND FLOY'! SENSOR. RECYCLED Y'IATER Y'IARNIN5 TAG AND TO BE IN EN5Ll5H AND SPANISH. F. TY'IO VALVE BOXES, ElOTTOM5 FACE-TO-FACE, ATTACHED Y'IITH 5TAINLE55 STEEL COARSE THREADED 5CREY'l5-ONE AT EACH CORNER. CS..5A5KET5 AT LID OF INVERTED VALVE BOX REMOVED TO ALLOY'! DRAINA5E. 8 FLOV'I SENSOR 2G.T!CN -MO eGAl,.E 1811 1-MASTER CONTROL VALVE. 2-Y'IA TERPROOF Y'IIRE SPLICE. 5-STANDARD RECT. DURA DRI-ElOX. #125-D6-2-D5 Y'I/ PURPLE LOCKING, LID 4-CONTROL Y'IIRE5- 5TATION l"IIRE AND COMMON 5-PVC 5CH 40 ELECT. CONDUIT FROM PULL ElOX OR CONTROLLER/SATELLITE. b-PVC 5<;H e,o NIPPLE -TOE-L.A.R. 7-PVt; SCH e,o NIPPLE -TBE-L.A.R. e-PVC 5c.H e,o 45 DE5. ELL -TYP 4X. NOTES, 'l-PVC SCH e,o FEMALE ADAPTER. 10-PVC PRE55URE PIPE FOR MCV 11-PVC SCH e,o UNION -VALVE 5IZE- l"IITH REDUCIN5 ElU5HIN5 IF REG1UIRED. 12-5/e," 5RAVEL SUMP AND LEVELIN5 FAD, 5" DEEP MINIMUM. 15-DIRT SKIRT OF THE DURA DRI-ElOX. 14-UNDISTURElED/COMFACTED 5U65RADE. 15-FLUSH IN TURF, I" IN 5ROUNDCOVER. A. VALVE ElOX LID SHALL BE ElRANDED AS SHOY'IN IN VALVE BOX INSTALLATION AND IDENTIFICATION DETAIL DRAY'IIN5. El. CONTRACTOR SHALL INCLUDE A CHRISTY'S R.Y'I. Y'IARNINCS. TA5 AND IRRl5ATION 1.D. TA5 INDICATIN5 CONTROLLER AND MASTER CONTROL VALVE. Y'IARNIN5 TAG TO ElE IN ENCS.LISH AND SPANISH. TAGS SHALL BE ATTACHED TO VALVE ElONNET BOLT. C. DIRT SKIRT OF THE DURA DRI-ElOX TO ElE DRILLED FOR DRAINA5E AND/OR NEATLY CUT AROUND PENETRATIONS. D. MAINLINE FROM TEST STATION. E. MAINLINE TO FLOY'! SENSOR. 8 MASTER CONTROL VALVE SEG.TIQN -NO SCALE + V_MCV-CON-RW-DB.DWG + t ; 50" MIN. COVER l 1211 f ~ .. ',• . ,_ . ··• . '• . -~ . ' . ' ·, '•. . 4' :\. •• •-.2 1··· # >'•:· ·.J, . , ·. ' . -L••- i:;., 6" -------b !IP.~·' "'-''re··:,_• ,.....--5 ·f . ,· b" ~ bl~ 0 5ECTION 1-FAVIN5 SURFACE ElY OTHERS. 2-REFER TO EN5INEER FOR SPECIFIC MATERIAL AND COMPACTION REGUIREMENT5. 5-SAND ElEDDIN5-IF REGUIRED-SEE NOTE A ~-- P.A. 12"/D Y'IALK I I UREl TTER --SLEEVE STREET Y'IALK l P.A. 12"/D b-- PLAN 4-PRESSURE MAIN LINE Y'I/ SLEEVE. 5-LATERAL LINE Y'IITH SLEEVE. b-LOY'! VOL TACS.E CONTROL l"IIRES 1"1/ SLEEVE-SIZE A5 REG1UIRED. 7-Y'IARNIN5 TAPE -5" Y'IIDE IF REG. THIS DRAl"IIN5 5HOY'l5 RELATIVE FIFE DEPTHS AND SLEEVE MARKIN<=-ONLY. ElACKFILL MATERIAL, COMPACTION REG1UIREMENT5. ROAD ElED REGUIREMENTS SHALL BE ACCORDIN5 TO ENCS.INEERIN5 PLANS. NOTES, A ALL SLEEVES TO ElE PVC SCH 40 PIPE-PURPLE FOR RECYCLED Y'IATER USE. El. USE PURPLE "CAUTION RECYCLED/RECLAIMED Y'IATER LINE ElURIED ElELOl"I" Y'IARNINCS. TAPE FOR ALL MAINLINE SLEEVES. Y'IARNIN5 TAPE IN TY'IO LAYERS, CONTINUOUSLY ALON5 MAINLINE ROUTE. TO BE INSTALLED IMMEDIATELY ON TOP AND 12" AElOVE MAINLINE SLEEVE. C. APPROVED ON-SITE ElACKFILL OR, PIPE LINES SHALL ElE INSTALLED ON Ab" SAND ElED 4 COVERED BY b" OF SAND PRIOR TO ANY OTHER ElACKFILL MATERIAL. SEE SPECIFICATIONS FOR APPROVED ElACKFILL AND OTHER REG1UIREMENT5. D. ALL SLEEVES TO ElE SIZED Tl"IICE THE DIA OF THE PIPE (2" MIN.) E. ALL SLEEVES TO RUN A MIN. OF 12" TO le," 6EYOND HARDSCAPE ED5E5. F. ETCH THE LETTER "E" INTO CUREl DIRECTLY AElOVE THE SLEEVE. 8 PIPE AND V'IIRE UNDER PAVIN<S SfGTlON -NO ~ REt;YCLED l"IATER IRRl5ATION PRESSURE LINE CR055IN5 FOTAElLE Dl5TRl6UTION LINE UNDER STREET PAVIN5 DEPTH FER IMP. PLANS 1-STREET SURF A<;E. 2-FOTAElLE MAINLINE - SEE IMPROVEMENT DRAl"IIN55. 5-RECYCLED Y'IATER IRRICS.ATION MAINLINE. 4-SLEEVE. 5-12" MINIMUM REGUIRED VERTICAL SEPERATION. NOTE, RECYCLED Y'IATER IRRl5ATION PRE55URE LINE CR0551N5 POTABLE SERVICE LINE b -~ 5 ~ 4' MIN. TO POTAElLE MAINLINE j IN STREET b-POT AElLE Y'IA TER METER. 7-METER BOX. ll-POT AElLE SERVICE LINE. 'l-CUREl. 10-51DEY'IALK. A. VERTICAL CLEARAN<;E OF 12" MIN. 15 MANDATORY Y'IHEN CR0551N5 FATH OF A FOTAElLE l"IATER LINE. INSTALLATION OF RECYCLED i'<ATER IRRl5ATION MAINLINE OUTSIDE OF ASSOCIATION 5ET6At;K Y'IILL PROVIDE THE NE<;E55ARY 10' HORIZONTAL CLEARANCE FROM POTAElLE MAINLINE: IN STREET. El. ALL RECYCLED Y'IATER IRRl5ATION PIPE AND SLEEVES SHALL ElE PURPLE AND LAElELE:D AS SPECIFIED IN, "STANDARD 5FECIFICATION5 FOR FOR FOTAElLE Y'IATER, RECYCLED Y'IATER AND 5Ei'<ER FACILITIES." 'Y'IATER A5ENCY STANDARDS COMMITTEE.' DECEMElER 2005 RECYCLED V'IATER PRESSURE LINE CSrc=R~o=s=s~IN~<S-=---aP=o=T=A---=B~L=E~V'l~A--=T=E=R~L~l~N=E,---=-•-~--~-=- TO l"IEATHER SENSOR b- II \_~ a C) 7 "' x '-_5 ll ii 10 < ----4 2 C p 4 < 4 J. 12. ' 18" ll 1-CONTROLLER. 6-1/2" CONDUIT FOR SENSOR LEADS 2-JUNCTION ElOX A5 REG1UIF<ED BY ELECTRICAL CODE 5-5/4" 5c.H e,o CONDUIT FOR 120VAC FROM METERED FOY'IER 50URCE. 4-1-1/2" SCH 40 CONDUIT FOR CONTROL Jl'<IRE5. 5-PVC SCH 40 MALE ADAPTER. NOTE, ATTACHED TO Y'IALL. 7-LEAD l"IIRE5 FROM Y'IEATHER SENSOR. e,-ELECTRICAL JUNCTION ElOX 'l-Y'IEATHER STATION 10-FACIA ElOARD II-E:XTE:RIOR Y'IALL. 12-CONCRETE FLOOR OR FOOTING, A.DETAIL FOR ILLUSTRATION OF CS.ENERAL CONDITIONS ONLY. t;ONTRA<;TOR SHALL FOLLOl"I MANUFACTURERS INSTRUCTIONS FOR MOUNTING, 4 5ROUNDIN5. El 4"M N.!F I/El i I-PVC Sc;H 40 OR e,o SLEEVE. 6-bl2" x Ill" VALVE BOX. 2-'lO DECS.. 5Y'IEEF ELL 7-1e, " MINIMUM -SEE SPECS. 5-t;ONTROL Y'IIRE5. AND TRENCH DETAIL FOR DEPTHS. 4-l"IATER PROOF Y'IIRE CONNECTORS FOR ll-FLU5H IN TURF, I" IN 5ROUND COVER. SPLICED CONNECTION 'l-ElRICK SUPPORT-ONE EACH CORNER 5-EXPANSION LOOPS-10-5" DEEP PEA CS.RAVEL SUMP. LAElEL l"IIRE5 i'<ITH CONTROLLER AND II-UNDl5TUR6ED OR COMPACTED 5UEl-5RADE. STATION"· I2-5IDEY'IALK I5-CUREl AND 5UTTER NOTE, A. INSTALL FULL ElOXE5 A5 5HOY'IN ON FLANS, AT ALL STREET CR055IN55 AND OTHER PAVINCS. CR055IN55 IN EXCESS OF 20 FEET. t;ONDUIT AND 5Y'IEEF ELL APPLY ONLY TO PAVIN5 CR0551N5. El. FULL ElOX COVER SHALL ElE PERMANENTLY MARKED AND LOCATED AS SHOY'IN IN VALVE ElOX ID DE:TAIL DRAJl'<IN5. C. CONDUCTORS FOR EACH CONTROLLER CLOCK SHALL BE HARNESSED SEPARATELY AND AT SUFFICIENT INTERVALS TO MAINTAIN A DEFINITE ElUNDLE. D. ALL SPARE Y'IIRE ENDS SHALL BE INSULATED IN THE SAME MANNER AS l"IIRE: E. SPLICES. l"IIRE ElUNDLE5 INSIDE FULL BOXES SHALL BE AT LEAST 4" FROM THE UNDER SIDE OF THE ElOX COVER. MINIMUM SIZE FULL ElOX SHALL ElE A5 SHOY'IN ABOVE. LAR5ER F. BOXES AND/OR EXTENSIONS MAY ElE NECE:55ARY TO MEET THE 4" CLEARANCE REG1UIREMENT. LOOP CONTROL l"IIRE5 INTO FULL eox. ALL 5FLICE5 ARE TO ElE MADE IN FULL ElOXE5 OR REMOTE CONTROL VALVE BOXES. Bl IRRIGATION CONTROLLER OUTDOOR V'IALL-MOUNT BOX V'IITH V'IEATHER SENSOR e<GTI""•"""""" TO ON51TE IRRl5ATION 'I· ,. 5:(5TEM /PRQEQ5EDJ 10' MIN. SEE NOTE "2 •1, TO ON5ITE IRRICS.ATION 5Y5TEM (EXl5TIN5J ,. NOTES, 2 I-PROPOSED IRRl5ATION MAINLINE- SEE NOTE "5 2-EXl5TINCS. IRRl5ATION MAINLINE 5-STUEl-OUT l"IITH SOL VENT-Y'IELD CAP 4-EXISTINCS. 5RADE I. 5TUEl-OUT5 SHALL ElE Vl5I6ILE AT ALL TIMES-MINIMUM 12" AElOVE EXl5TIN5 5RADE. 2. MAINTAIN 10 FOOT MINIMUM SEPARATION ElETl'<EEN EXl5TIN5 AND PROPOSED IRRl5ATION 5Y5TEM5 AT ALL TIMES DURING, CONSTRUCTION. 5. CONTRACTOR SHALL SATISFY ALL REG1UIREMENT5 OF THE SD Y'IA5 STANDARD 5PE:CIFICATION5 AND DRAl"IIN55 PRIOR TO SCHEDULING, FINAL CONNECTION l"IITH CARL5ElAD MUNICIPAL Y'IATER DISTRICT. 4. <;ONTRACTOR SHALL PERFORM FINAL CONNECTION l"IITH DISTRICT REPRESENTATIVE /5) PRESENT AT TIME OF FINAL CONNECTION BETY'IEEN EXISTING, AND PROPOSED IRR15ATION SYSTEMS. Y'IAS -"STANDARD SPECIFICATIONS FOR POTABLE Y'IATER, RECYCLED l"IATER AND 5EY'IER FACILITIES.'' 'Y'IATER AGENCY STANDARDS COMMITTEE.' 8 TIE-IN SEPARATION ~TION -HO~ + + 15 ~---~-J F.5. 1-ElALL VAL VE. 2-BRASS UNION -VALVE SIZE. 5-PVC SCH e,o NIPPLE -T.OE. 4-PVC 5c.H llO NIPPLE -T.El.E. 5-PVC 5c.H llO COUPLING,. e,-CONTROL l"IIRE5 l"IITH 5FARE STATION Y'IIRE5 LOOPED INTO EACH ISOLATION VALVE BOX ON RUN. 6-PVC PRESSURE MAIN -TYP. 7-PVC SCH e,o 45 DECS.REE ELLS - TYP, 4 PLACES. NOTE, 'l-Y'IIRE SPLICE -SM DElY. IF REG1UIRED- MU5T ElE i'<ITHIN VAL VE ElOX. 10-VALVE ElOX. Y'I/ PURPLE LOCKING, LID. II-ElRICK OR ElLOCK SUPPORTS - I EA. CORNER. 12-PEA CS.RAVEL SUMP 9" DEEP. 19-AT FINISH CS.RADE IN TURF, I" IN 5HRUEl AREA I4-UNDl5TURElED OR COMPACTED SUElG,F<ADE. A 4-45 DECS.REE PVC 5c.H 00 ELElOY'I FITTIN55 SHALL ElE USED TO RAISE ElALL HANDLE TO l"IITHIN 6" OF FINISH 5RADE. El. VALVE ElOX LID SHALL ElE ElRANDED TO IDENTIFY VALVE. C. R.l"I. Y'IARNIN5 TAG AS SFE:CIFIED AND CONTROLLER I.D.TA5. D. SPLICING, Y'IITH APPROVAL OF Ol"INE:R REF. DI BALL VALVE FOR MAINLINE ISOLATION 1-R.l"I. IRRl5ATION MAINLINE 2-R.l"I. IRRl5ATION LATERAL LINE 5-CONTROL Y'IIRE5 4-R.l"I. Y'IARNIN5 TAPE-i:l" Y'IIDE DIMENSION A El C D 1/2° TO 2-1/2" 18" 12' '6" b" 5" TO 5-1/2" 24' 6" 6" 5REATE:R THAN 6" 96" 6" 6" 6-CLEAN ElACKFILL- APPROVED NATIVE SOIL. 1-UNDl5TUR6ED NATIVE SOIL ll-SIDEl"IALK S-SAND ElEDDIN5-IF REG1UIRED-5EE NOTE A ~-CUREl AND 5UTTER NOTES, A APPROVED ON-SITE ElACKFILL OR, PRESSURE MAINLINE SHALL ElE INSTALLED ON A 6" SAND BED o COVERED BY b" OF SAND PRIOR TO ANY OTHER BACKFILL MATERIAL. SEE SPECIFICATIONS FOR APPROVED ElACKFILL AND OTHER REG1UI REMENT5. El. USE PURPLE "CAUTION RE<;YCLED/RECI..AIMED Y'IATER LINE ElURIED 6ELOl"I" Y'IARNIN5 TAPE FOR ALL MAINLINES. Y'IARNIN5 TAPE IN TY'IO LAYERS, CONTINUOU5L Y ALON5 MAINLINE ROUTE. TO ElE INSTALLED IMMEDIATELY ON TOP AND 12" ABOVE MAINLINE. C. IRRl5ATION PIPE: LINES 5HOl"IN DIA5RAMMATICALLY ON PLAN 5HEE:T5. FIFE SHALL ElE INSTALLED 12" TO Ill" FROM l"IALK OR CUREl. D. PIPE AND Jl'<IRE TO ee INSTALLED IN 5LEEVE5 UNDER ALL FAVIN5 AND EXTEND 12" FAST ED.SE OF FAVINCS.. SLEEVES TO ElE, SO"TO 56" COVER UNDEl't ROADS AND DRIVES. Je," TO 24" COVER UNDE:R Y'IALK5. 8 TRENCHIN<S P _SG-RW-CARLS.clwg 12 , . _ · ,';' bd'r~-::;----jm-~'"fu-.... ,. t .-':·.. (A.,..- 18" A j:lL-11 I-G1UICK COUPLER VAL VE 1"1/FURFLE; LOCKI NCS. CAP. 6-GUICK LOCK-VERTICAL SUPPORT 7-HORIZONTAL 5TAEllLIZER 7 2-DURA O-RIN5 SEALED Sl"IINCS. JOINT. G1.C.. STANDARD UNIBODY lll-A2-l-ll-lll 5-PVC TEE-555 OR EL-55 ON PRESSURE MAINLINE 4-PVC PRE55URE MAINLINE ll-FLUSH IN TURF; I" IN IN SHRUEl AREA. 'l-12" FROM l"IALK5, CUR65 OR Y'IALL5. 10-UNDISTURBED/COMPA<;TED SUEl5RADE. II-PEA CS.RAVEL SUMP l"IITHIN BOX 5-•4 REBAR STAKE 24" LON5 12-VALVE ElOX Y'I/FURFLE LOCKING, LID. NOTE, A.FOR 5/4" G.C. USE l"XS/4" REDUCIN5 ElU5HIN5 El. I 'Xie" CL 515 PVC THROU5H HORIZONTAL 5T AEllLIZER C. R.l"I. Y'IARNINCS. LOCKING, TA5 AND FUF<PLE COVER. D.GUICK COUPLER VALVE SHALL ee OF A TYPE APPROVED FOR RECYCLE:D Y'IATER use. § QUICK COUPLER VALVE ~TION -NO 5G""-E: P _SG-PAV-SLV-RW-CARLS.ci>vg _L P __ POT-CROSB.dwg. + REQUIREM~:~:E·•;:;RA~::::RSION TO RECYCLED WATER-_J V_BV-BR-MAINISO->NIONS-RW.dwg V _ QCV-SJ-60X-RW.dwg "AS BUILT" IDENTIFICATION GIJJDE D COMM COMMUNICATION SPLICES DW A GR GROUNDING ROOS DW ~ A (ST .. ON #) REM01E CONTROL VAL'vtS DW " A MV WASTER VALVES :.- DW ~D ~~ A FS FLOW SENSORS OW OD A GV GATE VALVES o>a DW z A FERllLIZER INJECTORS ·~ Fl DW ~~ A BS BASKET STRAINERS I"~ DW ~i: A MS 1.4:ctSTURE SENSORS ~ DW §~ A SB SPLICE BOX uU DW 1,-A QC QWCK COUPLERS il! DW A FS FLOW SENSORS DW A FVA FLUSH VALVE ASSEMBLY CONTACT IRRIGATION CONSULTANT FOR INFO ON ANY DEVICE IN A BOX NOT LISTED. IRRIGATION SUBMITTAL 3 051916 1211 12" ,_ JUMElO RECTAN5ULAF< VALVE eox 20"x!4~ :2-5TANDERED RETAN5ULAR VALVE eox l6"xll11 S-RoUND VALVE eox 10" DIA. 4-ED<SE OF AREA. CURB i"IALK OR Y'IALL e A NOTES, A-CHRISTY'S Y'IARNINCS. TACS. MODEL • ID-MAX-FI-RC005 TO BE RIVITED TO THE: BOX LID. El-CONTROL VALVES SHALL BE INSTALLED TO ALLOl"I ORDERLY ARRAN5EMENT OF VALVE BOXES. C-LOCATION OF VALVE A55EMElLIE5 SHALL 6E STAKED FOR APPROVAL ElY LAND5<;APE ARCHITECT PRIOR TO INSTALLATION. D-CENTER VALVE BOXES OVER VALVE A5SEMElLE TO FACILITATE ACCESS AND MAINTENANCE. E-SET VALVE ElOXES AT EGUAL E:LEVATIONS l"IITH TOPS AT FINISH 5RADE IN TURF AREAS OR 2" AElOVE FINISH 5RADE IN 5HRU6/ CS.ROUND COVER AREAS. F-VALVE ElOXE5 SHALL ee 5E:T PARALLEL TO EACH OTHER AND PERPENDICULAR TO ED.SE OF AREA CS.-DO NOT DE:FOREM OR COLLAPSE VALVE BOX BY EXE:55IVE SOIL COMPACTION AROUND BOX. H-5EE ALSO INDIVIDUAL VALVE INSTALLATION DETAILS. El TYPICAL VALVE BOX INSTALLATION AND IDENTIFICATION 5EGTIOH -HO 5G,trU; V_RCV-BOXID-2 dwg EXISTING IRRIGATION POC TO MUNICIPAL POTABLE IS TO REMAIN IN USE UNTIL SUCH TIME THAT THE ENTIRE PROJECT IS COMPLETED AND THE REQUIRED CRDSS CONNECTION TEST IS SUCCESSFULLY ACCOMPLISHED AND APPROVED BY THE CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH (DEH). AFTER THE ABOVE IS COMPLETED THE EXISTING POTABLE WATER POC WILL BE COMPLETELY RE-PLUMBED FOR RECYCLED WATER (RW) AND THE CONNECTION MADE TO AN RW METER APPROXIMATELY WHERE SHOWN. RW METER TO BE PROVIDED BY THE OWNER, INSTALLED BY CMWD. EXISTING BACKFLOW PREVENTION DEVICE TO BE SALVAGED AND DISPOSED OF IN A MANNER SATISFACTORY TO THE OWNER. APPHOVED r'OR PL1\NTTl\J8 i\ND IRRIGl\TTON ONLY, TNCLUDIJ\JG PRE:CISE LOCATION OF PLA[\JTING l\REAS. IT!Ll J"TE REV 1 EWCD BY• l\SP~CIOR DAT[ IN THE EVENT THAT CONVERSION TO RECYCLED WATER OCCURS PRIOR COMPLETION OF ALL PHASE OF THE PROJECT, ANY NEW MAINLINE AND CONTROL VALVES MUST BE TEMPORARILY CONNECTED TO A POTABLE WATER SOURCE UNTIL SUCH TIME AS THE A CROSS CONNECTION TEST IS COMPLETED AND APPROVED. THIS TEMPORARY CONNECTION CAN BE ACCOMPLISHED WITH AN EXPOSED LINE (HIGH-LINE) THAT WILL BE VISIBLE TO THE OBSERVING PARTIES. fl'0-4'-/-26-/-16"'_-_-:::_---_ ....,..2_N_D_C-IT_Y_P_L_A_lj_ ___ <;_H_E_CK _____ -:::_--' __ ~=---------_--------==----"'-----------~----'------------------~ 051916 3RD CITY PLAN CHECK -SH[ETJ[CJTY OF CARLSBA~ -Sl·H:ETS I PRIOR TO OBTAINING< OCCUPANCY THE LANDSCAPE ARCHITECT OF ~ORK SHALL REVIEil'I/INSPECT THE PROJECT INCLUDIN& ALL AREAS 51.JRROUNDIN& EACH PHASE AND SUBMIT THE "CERTIFICATE OF COMPLETION" FORM AS AVAILABLE THROU&H THE CITY ( CITY FORM P25-D ) ···--· . -----·-···-·-·--·--~---19 PLANNING O!VfSlO'J 29 ---------+----+----+----+----1 ~----... ·---·· ···== ==--==·=--~ ,----------...-c-;:::-""-""-;::-,-._-----'1!----l---1------------ Ocean Point Carlsbad Ga 160 -434-2152 Expiration Oote:o+/30/2017 ENGINC:~.l OF WOPK REVISION D[SCRIPTION IRRIGATION DETAIL DRAWINGS DATE INI 11/\L DAT[ OT[ l[R APPqovAL Cl fY N'PROVAL I-REMOTE CONTROL VALvE. 2-6ALL VALVE. ;3-WATERPROOF WIRE SPLICE. 4-VALvE 60X. 5-CONTROL WIRES- STATION WIRE AND COMMON t,-FVC SCH srz, NIFFLE -TOE-LA.Fil. 1-FVC SCH arz, NIFFLE -T6E-LAR. 5-FVC SCH erz, 45 DEG. ELL -TYF 4X. q_ FVC SCH 40 FEMALE ADAPTER. 10-FVC SCH srz, TEE OR ELL ON MAINLINE OR MANIFOLD. II-FVC PRESSURE FIFE NOTES, 11 12-PVC PRES6URE PIPE FOR MCV PVC NON-PRESSIJRE PIPE FOR RCV 1'3-PVC SCH BO UNION -LINE SIZE· YIIITH REDUCIN<S, 6USH1Nc,, IF REQUIRED. 14-flRICK OR CONCRETE 5\JPPORTS- ONE AT EACH CORNER. 15-PEA c,,RAVEL 5\JMP, ;3" DEEP MIN. It,-UNDISTUR6ED/COMPACTED 5\J6"'RADE. 11-FLUSH IN TURF, I" IN c,,ROUNDC:,OVER. If>-CONTROL YIIIRES ON C:,ONTINUED RUN. 1q-SPARE STATION YIIIRES LOOPED INTO EACH VALVE 60X ON RUN. A.VALVE 60X LID SHALL 6E 6RANDED AS SHOWN IN VALvE 60X INSTALLATION AND IDENTIFICATION DETAIL DRAWING. 6. CONTRACTOR SHALL INCLUDE A CHRISTY'S IRRIGATION 1.D. TAG INDICATING CONTROLLER AND STATION NUMeER. ALSO INCLUDED, IF REQUIRED, SHALL 6E A R.W. WARNING TAG. TAGS SHALL 6E ATTACHED TO VALVE 60NNET BOLT. C. UNION SHALL BE INSTALLED DOWNSTREAM OF RCV ONLY. USE REDUCING BUSHING AS REQUIRED. E2 REMOTE CONTROL VAL VE V'-!ITH ISOLATION BALL VALVE !lleCTIOff -NO ~ F.5. " 1-REMOTE c;ONTROL VALVE. 19-PVC:, 5CH BO UNION -VALVE 51ZE- 2-QUICK-C:,HEC:,K 6A51<ET FILTER. YIIITH REDUCINc,, 6U5HINc,, IF REQUIRED. 9-PRE SET PRESSIJRE REc,,ULATOR 14-PVC 45 DEc,,. ELL -TYP 4X. 4-ISOLATION BALL VALVE -SIZE EQUAL TO 15-PVC SCH eo TEE ON MAIN OR MANIFOLD. Rc;V-EPDM INTERNAL PARTS 16-PVC PRESSURE PIPE 5-YIIATERPROOF YIIIRE SPLICE. 9M-DflY 11-PVC NON-PRE551JRE PIPE t,-5'1""1'101◄ S>EoOS>ER lb-5TND. RECT. DURA DRI-BOX. 1 J;leG<.>DiiR b.e 4 J;J€< C:,OIL YII/ 2' EXTRA YIIIRE. #12'3-DB-2-DS YII/ PURPLE CAM LOCK LID. 5-SOLENOID YIIIRE5 1q-DIRT SKIRT OF THE DURA DRI-BOX.- q_ NETAFIM SINc,,LE NET CABLE AND CONDUIT DRILL DRAINA<SE HOLES. OR 5CH 40 PVC YIIITH DEC:,ODER CABLE 20-BRICK OR BLOCK 5\JPPORT 10-PVC 5CH eo NIPPLE -TOE-L.A.R. 5/5" e.RAVEL 5\JMP AND LEVELINc,, PAD, 9" II-PVC SC:,H eo NIPPLE -raE-L.A.R. 6EHIND 21-DEEP, MINIMUM. 12-PVC 5CH 40 qoDE<S. EL60YIIS 22-UNDISTUR6ED/COMPAC TED 51J6c,,RADE. NOTES, 29-FLUSH IN TURF, I" IN c,,ROUNDCOVER. A. DRIP VALVE ASSEMBLIES OF LOV'I AND MEDIUM FLOV'I SITUATIONS. B. CONTRAGToR SHALL INCL.UDE A CHRISTY'S R.V'I V'IARNINe. AND I.D. TAe. INDICATIN5 CONTROLLER AND STATION NUMBER. TAGS SHALL BE ATTACHED TO VALVE BONNET BOLT. G. 45 DE6. EL601i"\5 TO BE Sc.H 80 LJPSTREAM SIDE ANO 5GH 40 DOY'INSTREAM SIDE D. LOV'I FLOV'I RE5ULAToR TO INCLUDI= l"XS/4" TT 6USHIN5 ON INLl=T AND OUTLET, E. SIZE ASSl=MBL Y ACCORDIN5 TO FLOV'I AS FOLLOV'IS, 5PM RCV FILTER f<Ec,,ULATOR .IO -S TPVFIOO-EFF G>l<CHK-I00-200M PMR-40-LF 6.1 -e TPVFIOO-EFF G>KCHK-I00-200M PMR-40-MF 8.1 -12 P-2205-26-04 G>KCHK-I00-200M PMR-40-HF RCV BY TORO; FILTER BY RAINBIRD, RE<SULATOR BY SENNIN6l=R1 VALVE BOX 6Y DURA BALL VAL VE TO BE t+362c:t BY 5FEAR5. ES DRIP IRRIGATION RCV ASSEMBLY LOV'-l AND HEDIUM FLOV'-l SITUATIONS !IE(;TION -NO $C.M..l; le" 12-PVC SCH 50 UNION -VALVE SIZE- YIIITH REDUCINc,, 6USHINc,, IF REGUIRED. 19-PVC 45 DEc,,. ELL -TYP t>X. T I-REMOTE CONTROL VALVE. 2-QUICK CHEC:,K FILTER-X2. 5-PRE SET PRV-X2 14-PVC, TEE. -SC:,H eo ON MAINLINE. 5CH 40 4-ISOLATION 6ALL VALVE- EQUAL TO RCV SIZE ON LATERAL LINE 15-PVC PRESSIJRE PIPE 16-PVC NON-PRESSURE PIPE 11-.JUM60 RECT. DURA DRl-60X. 5-l"IATERPROOF YIIIRE SPLICE-SM D6Y. t,-5'1'1'<TIOI◄ S>Ec;OS>ER 1-J;JeO:: QJ;lel'\ beAJ;J€; COIL YII/ 2' EXTRA YIIIRE. 6-SOLENOID YIIIRE5 *159-D6-2-D5 YII/ PURPLE c;AM LOC:,K LID. lb-DIRT SKIRT OF THE DURA DRI-SOX.- DRILL DRAINA<:;E HOLE5. q_ NET AFIM SIN<SLE NET CA6LE AND CONDUIT OR 5CH 40 PVC YIIITH DECODER CA6LE 10-PVC SCH eo NIPPLE -TOE-L.A.R. 1q-BRICK OR BLOCK SUPPORT 20-9/5" c,,RAVEL SUMP AND LEVELi Ne,, PAD, 9" DEEP, MINIMUM. II-PVC, 5CH eo NIPPLE -TEIE-L.A.R. 6EHIND 21-UNDl5TUR/3ED/COMPAC TED 51J6"'RADE. 22-FLUSH IN TURF, I" IN c,,ROUNDCOVER. NOTES, A.DRIP VALVE ASSEMElLIES FOR MEDIUM TO HIGH FLOV'I SITUATIONS. El. CONTRACTOR SHALL INCLUDE CHRISTY'S R.V'I V'IARNING TAG AND STATION I.D. TAe. INDICATING CONTROLLER AND STATION NUMBER. TAe.S SHALL BE ATTACHED TO VALVE BONNET BOLT. C. PVC FITTINGS TO eE SCH eo UPSTREAM, SCH 40 DOV'INSTREAM. D.Hl6H FLOV'i TEE TO BE l"Xl"XI.S". MEDIUM FLOV'i TEE: TO l"Xl"XI". e. SIZE ASSEMeL Y ACCORDING TO FLOYII AS FOLLOV'IS, GPM RCV FILTER RE<SULATQR IS -15 P-220S-26-04 GKCHK-100-200M (2) PMR-40-HF (X2) 15 -90 P-2202-26-0f> GKCHK-I00-200M (2) PMR-40-HF (X2) RCV SY TORO; FILTER BY RAINSIRD1 REGULATOR BY 5ENNINGER; VALVE BOX BY DURA SALL VALVE TO ElE *Sf>2q BY SPEARS. 5 2 E4 DRIP IRRIGATION RCV ASSEHBL Y 20' 1 MEDIUM AND Hl6H FLOV'-l SITUATIONS PLAN VIEYII ,v-rrl.2 I 4 11 11 4 : _ _J_j I-Dl..2000 INSERT TEE OR ELL. 2-Dl..2000 DRIPLINE- SEE SPECS • I.Ee.END. 9-BLANK POLY TU61Nc,,. 4-SEE SPECS FOR DEPTH. 5• DL2000 9/4" MALE ADAPTER. t,-PVc; TEE -Sx5x9/4" THREADED. 1-PVC PIPIN<S INLET OR EXHAUST MANIFOLD. Fl START CONNECTION PVC TO POLY SUB-6RADE y --~" ~ \ TOP TO SE Vl516LE ------------"". -------------., .. ---------. ,,,_,,_,, _____ ,,, '""""'"' ,, ____ -- Fh. ~~~-~-----= ;_:""'"' ·-"\:_~---~'- I-TORO T-YD-!;00-94 RELIEF VALVE. 2-TORO T-FTFlt, TEE. ;3-10" ROUND VALVE BOX. 4-5ECURE DRIPLINE YIIITH TORO T-SSt>-50 TIE DOYIIN STAKES, 5' O.C. 5• TORO DL 2000 DRIPLINE OR 6LANK TU/31Nc,, ON COMMON MANIFOLD. f>-4" MINIMUM COVER. SEE OTHER DETAIL AND SPECIFICATIONS FOR COVER DEPTH. NOTE, ... l 1-.15" CRUSHED c,,RAVEL LEVEL IN<:; PAD AND 5\JMP. FILL TO SIJPPORT /3A5E OF VALVE. 8-eox TO flE EXP05ED ABOVE MULCH. SEE PLANTING PLAN FOR DEPTH OF MULCH TO DETERMINE DEPTH OF 60X SELOYII FINISH c,,RADE. q-UNDISTURSED OR COMPACTED 51J13-c,,RADE. 10-MULCH. A AIR/VAC, TO SE IN5TALLED AT Hl<:;HE5T LOCAL ELEVATION ON MANIFOLD LINE 50 THAT ALL LATERALS SEE VACUUM RELIEF. SEE DRIP LAYOUT DETAILS. 13. THREAD AIR VACUUM RELIEF VALVE INTO ADAPTOR TEE i"IITH TEFLON TAPE. C. NOTCH 51DE OF 60X FOR UN06STRUCTED LINE ACCESS. D. PROVIDE CONT. 5\JPPORT OF TU/31Nc,, e AIR/VACWM VALVE. E. 6RAND "AVR", CONTROLLER AND STATION NUMBER INTO VALVE 60X LID. REFER TO VALVE 60X I.D. DETAIL DRAYIIINe.. ( F2, AIRNACUUM RELIEF FOR DRIPLINE SUB-GRADE .,_ , IN SHRUB/ GROUND COVER PLANTING "'°"""""""'""' RCV-TORO-DRIP-ZONE-LF-MF-RW-STND-CON-DEC-DB.dwg RCV-TORO-DRIP-ZONE-HF-RW-JMS-CON-OEC-DB.dwg D _ ST-PVC-SG-TORO.dwg D_AVAC-TORO-SG-SH.dwg II -+--+ PLAN VIEYII NOTE, ---~--~--------------~--~ ------~ I-.5" PVC 6ALL VALVE -K/31 E6V-0500 OR EaUAL 2-TORO T-fAMlf> IN5ERT MALE ADAPTER 9-TORO T-FEElt, EL60YII LOC:,-EZE flTTINc,, 4-lb" X .596" I.D. FLEX PVC H05E. 5-TORO DL-.2000 DRIP TUSINc,, t,-BLANK TUEIIN<:; FLUSH MANIFOLD. 'i-10" ROUND VALVE 60X. 5-.15" CRUSHED 5RAVEL LEVELING, PAD AND SUMP. FILL TO SUPPORT 6A5E Of VALVE. q_ UNDISTUREIED OR COMPACTED SIJ/3-c,,RADE 10-SEE OTHER DETAILS, NOTES AND SPECIFICATIONS FOR DRIP LINE IN5TALLATION AND DEPTH OF COVER. II-BOX TO SE EXP05ED ABOVE MULCH. SEE PLANTINc,, PLAN FOR DEPTH OF MULCH TO DETERMINE DEPTH OF 60X flELOYII FINISH GRADE. A. BRAND "DBO" -DRIP SLOYIIOUT, CONTROLLER AND STATION NUM6ER INTO VALVE 60X LID. REFER TO TECHNICAL 6PEC:,IFICATION5. s DRIP LINE BLOV'-l-OUT (HANUAL) D_BLO\NOUT-M-TORO-SG.dwg RC,TION 1'tO l"LHI -Ne;>~ I -PERIMETER LATERALS, 4" MIN., OR 1/2 LATER.AL SPACINc,, MAX. FROM EDe.E OF PLANTER. 1-DL.2000 DRIPLINE-SEE SPECS e LEGEND. 2-Dl..2000 INSERT TEE OR ELL. 9-DRIPLINE IN5ERT C,ROS5 4-61..ANK DRIPLINE TU61Nc,, 5-TORO T-FAMlf> LOC-EZE X 1/2" MPT ADAPTER t,-PVC TEE -5X5xl/2" THREADED. 1-PVC EL -SXl/2" THREADED 5-PVC:, PIPINc,, INLET OR EXHAUST MANIFOLD. NOTE, II 12 4 !',-....../ q-TORO T-FTFlt, LOC-EZE X 1/2" FPT 10-TORO DL 2000 AIR/VACUUM RELIEF VALVE-YD-500-94. II-NETAFIM TLOSOMFV-1 LINE FLUSH VALVE 12-10" ROUND VALVE SOX- SEE ACCOMPANYIN<:; DETAILS FOR INSTALLATION 19-6URY DEPTH-SEE NOTES AND SPECS A. RUN OF EL OR TEE TO 6E SIZED EQUAL TO LATER.AL. 6. DRIP-LINES TO flE LAID FLAT AND SECURED TO 5\J6c,,RADE YIIITH STAPLES AT 5' CENTERS PRIOR TO SACK-FILL OR MULCH COVER. C. USE CAUTION YIIHEN SECURINc,, DRIP-LINE YIIITH STAPLES. DRIP-LINE SHALL NOT SE OflSTRUCTED, KINKED, OR STRETCHED. F4 START CONNECTION CENTER FEED PVC TO POLY SUB-GRADE ,ec.T10k R NQ ~ 10 II 12 I-fLUSHINc,, VALVE PLUM6ED TO PVC t,-AIR/VACUUM RELIEF VALVE -INSTALL OR POLY EXHAUST MANIFOLD. AT Hlc,,HEST LOCAL ELEVATION. 2-PVC OR POLY EXHAUST MANIFOLD. 1-AREA PERIMETER / EDc,,E OF PLANTER. 9-PERIMETER LATERALS SPACINc,,-5-DRIP TUSIN<:; LATERAL LINE. MIN. 4" -MAX. 1/2 LATERAL SPACINc,,. q. SECURE POLY LINES YIIITH JUTE NET 4-INTERIOR LATERAL 5PACIN<:; TO 6E STAPLES, OR EQUAL 5' O.C. AS NOTED IN THE I.Ee.END AND PLANS. 10-PVC OR POLY 5\JPPL Y MANIFOLD. 5-BLANK TU/31Nc,, MANIFOLD FOR AIR II-REMOTE CONTROL VALVE YIIITH FILTER VAC, RELIEF. AND PRV. NOTE, 12-START CONNECTION AS APPROPRIATE SEE OTHER DETAILS. A. DRIP-LINES TO eE PLACED IN PARALLEL AND CONCETRIC LINES EQUALLY AND UNIFORMIL Y SPAc;ED FOR ENTIRE LENc,,TH OF RUN. 5PACE LINE5 A5 5HOYIIN AND/OR NOTED ON DRAYIIINc,,S AND SPECS. 6. SEE RAINSIRD "5\J/35\JRfACE DRIP IRRlc,,ATION DESlc,,N, INSTALLATION AND MAINTENANCE <:;UIDE" FOR ADDITIONAL INFORMATION. C. DRIP-LINES TO SE LAID FLAT AND SECURED TO TRENCH 60TTOM OR FIN5H 5RADE MINUS 5" YIIITH STAPLES AT 5' CENTER5 PRIOR TO SACK-FILL. D. USE CAUTION YIIHEN SECURINc,, DRIP-LINE YIIITH STAPLES. DRIP-LINE SHALL NOT SE 06STRUC:,TED OR KINKED. F5 DRIP SYSTEM LAYOUT FOR CURVILINEAR AREA C) ~--------r-----------"' MULCH COVER DRIP LINE 1 6 e I-RAINEIIRD XFS DRIP LINE. A-51J6SURF ACE fl-ON SURFACE 2-YIIIRE 5TAKE OR 5TAPLE- RAIN61RD TDS-050. A-5\J6SURfACE -5' O.C. 13-ON SURFACE -9' O.C. NOTES F.<:;. 9-4.5" DEPTH OF C:,OVER. 4-UNDISTURNED OR COMPACTED 51J/3c,,RADE. t,-MULCH COVER-SEE PLANTING PLAN. 1· EXISTINc,, TREE. 5-EX15TINc,, ROOT. 9 A. TO AVOID DISTURBANCE AND DAMAc,,E Of EXISTINc,, TREE ROOTS AND TO EXTEND IRRlc,,ATION COVERAc,,E BENEATH c;ANOPY OF EXISTIN<S, TREE, TRAN51TION DRIP LINE FROM 5\J/35\JRFACE TO ON SURFACE. THIS 15 TO SE DONE ONLY YIIHERE ROOTS ARE ENCOUNTERED AT THE DRIP LINE DEPTH OF 4.5" YIIITHIN THE DRIPLINE OF THE TREE. 13. MINIMUM BENDING RADIUS OF DRIP LINE 15 APPROXIMATELY 1". EXERCISE CARE TO PREVENT KINKINc,, OF DRIP LINE AT TRANSITION. F6 DRIP LINE TRANSITION AT EXISTINIS TREE ROOTS _J'__ D_,ST-PVC-5G-TORO-CFISO.dwg _L D _L T-GEN2-RAINBIRO.dwg ......L D _ L T-TR2-SG-OG-TRAN8-RB.dwg IRRIGATION SUBMITTAL 3 051916 PRIOR TO OBTAINING> OCCUPANCY THE LANDSCAPE ARCHITECT Of l"lORK SHALL REVIEYII/INSPECT THE PROJECT INCLUDIN6 ALL AREAS SURROUNDIN6 EACH PHASE AND SUBMIT THE "CERTIFICATE OF COMPLETION" FORM AS AVAILABLE THROU<:;H THE CITY ( CITY FORM P25-D ) Carlsbad Ca 160 -434-2152 Expiration Dote:04/3C/2017 APPROVED FOR PLt\.NTTNG AND IRRICi\17 10N ONL,Y, INCLUDING Pf~ECTSE LOCi\TIIOt{ OF' PLi\NTING AREAS. 04:/26/16 2ND CIT __ Y_P_L_A_N_C~H_E_C_K _____ _ E3U TI1L[ _______ _ RC:VEWcO BY: INSl'CCTOR 05/19,/16 __ 3RD CITY PLAN Ccc.H=E=C=K __ _ ---------e--1----+---1 20 PL.ANNING Dll/!S!ON DAIT DATE SHEFTS 29 [SHEET•· ~'ITY or c_,J\RL-SBAD ~··--·-..... ...... . -· ........ ~==='-'==~ Ocean Point IRRIGATION DETAIL DRAWINGS --------· --+--- ')Alt INITIAi_ DAT[ INI IIAL DATE INi IIAL FNGINFFR 01 WO~K REVISION DESCRIPTION OTHER APP:~OV/'L CITY APPRGYAL IRRIGATION Fl L 1/'iA TER SUPPLY AND DRIP START C.ONNEC.TION. SEC.TION VIEY'l DRIP LINE LAYOUT IN REC.TANGULAR PLANTER. FLAN VIEY'l /PLANTER"-<:----------------------, (:, --~1-- 1-TORo RGF-4I2-E e "I 4 PVC, LATERAL LINE FROM Rc.V 2-MANUAL FLUSH VALVE -Y'lHERE 5HOY'lN ON FLAN 5-TORo MALE ADAPTER T-FAM-I6 4-TORo BLANK TUBING 5-TORO STAKE T-556-50 6-TORO T-FEE-I6 1-SY'llNG JOINT ASSEMBLY- TORo SFFA-585 Y'llTH THREADED C.OUFLING. e-PVC. 5C.H 40 EL-FIFTXFIFT "I-PVC. SC.H 40 FEMALE ADFTR-5XFIFT DRIP EMITTER LINE IN PLANTER POTS 0-.. TUBE-POT-TORO-COMPRESSED-2.dwg HEMl5510N FilNTS 12" O.C,H ----2 NOTES, 5 ll'iA TER SUFFL Y C.ONNEC. TION A-START C.ONNEC.TION-SEE 5EC.TION VIEY'l. 6/A------- 5" 5" B-DRIP LINES FLAc.ED ON GRADE AND 5EC.URED Y'llTH 6" TUBING STAKES AS 5HOY'lN. C,-SUB-PLANTER LATERAL LINES, TO BE LAID AT TIME OF FORMING RAISED PLANTERS. LATERAL LINE AND STUB-OUT TO BE PRESSURE TESTED PRIOR TO C.ONC.RETE FLAC.EMENT. D-THE C.ONTRAC.TOR SHALL BE RESPONSIBLE FOR C.OMFLETE LEAK FREE INSTALLATION. ESTIMA TE!l WA1'ER REQUIREMENTS USING II OR.MAL YEAR CIMIS CA TA. OCEAN FOlNT TECH CARI..SBAD, CA WEATI-IER DATA ANDREFERENOEREQUIREDJRRIGATIOII _J JAN FEB MAR APRIL MAY ./UNE ./ULY AUG SEP OCT flOV .---·---. . ·-.. ETo; C1MS #173 Torrey Pin es 2.l3 2.38 3:35 $.s:1 4.H 4.23 4.50 4.39 '3.67 2.83 2.25 HISTORICAL AVERAGE PRECIPITATION 2.26 2.16 150 O.M 0.07 &.04 0.00 0.02 0:09 0.19 1.30 EFl"icCTIVE PRECIPITATION 1,35 1.28 0.84 O.H 0.00 o.oo 0 .. 00 0.00 0.00 0.00 o.70 . REFERENG:1;::·f{~QUlRED-lRR!GATIO!\I 2.21 2:59 S.78 4.50-5,"16 5,41 5.83 5.74. 4--1:;2 3.38 2.44 DEC ---·------,87 165 024 2.01 EVAPOTRANSPIRATIOlf $9.68 INCHES EFFEC11VS PREGll'ITAT!ON $.53 INCHES REFERENCE REQl,liREO IRRIGA 1101'1 47.68 fNCH!aS ZONE --~--.. Mm!UMWATERCONSUMPT!\/ia suN trirrl 1 Ceo= ,50 PART SUN Uim 0'85 c.co=-.@ SHADE trrm 0.75 Ceo=-.S_O I.OW CONS\JMl'T!VE sUN trim 1 Ceo= ,30 PARTSUN iriffi 1).85 Ccr ~~ SHADE trim. 0:7:;i Ceo:=. :3.0 H\'!JIIOZC>NE HZ# Qaysl St~tion MEDIUM CQNSUMP-TIVE I SHR'UBJ GR00No. CbVERf TREES Pr !Ea Week Trim S{JN-J-SHRlJBG.C./0-Rl? 1 0:.72 o.ao 3 'l,00 SUNJFWSED PLANTERStSHRUB/ORlP 2 2.,14 0.80 3 f.QO .LOW -COOSutdPnVE / s'HRUB/ GRGUNf>COVERt TREES SUN/ SHRUBG,C./0-Rl-P 3 CL72 0.80 3 1 .. 00 .. . ----··---, .. SHADE rBHRUB G,C. f'O:RJP 4 0.72 0.8.0 3 1.00 -------- SUN 1 SKR1JB-/-1EMPdR:'ARY~5PRAY 5 o,7s 0.72 3 o.'ac SON.!TREE;S f BUBBLER 6 4.00 0,75 3 1.00 SHADE I TREES tBUB!:;li:.E.R 7 4.00 0.75 3 1.00 P,PpHCatlon ra·-te. 'for-de-e:p w-_afer-deV!ce bl.ibblets Oub,b/'ets -catcttlate'd wittl-12 sq· .. tt,. cal.'i.PpYsizs-tjf _riU!$.~flJ stqC_k BAS£ IRRIGATION REQUIREMENT Ill INCHES PER MONTH FOR EACH•ZONE JAN 1.11 0.94 0.83 0.66 0_55 0 .. 50 JAN 8,95 3.Q1 5.37 4_03 .4-.58 1,03 0.77 FEB MAR APRIL MAY JUNE 1.30 1 .8-9 2.2·5 2,5a 2..71 1.10 L61 1.s·1 .2.19 2.30 0.97 1,42 1.66 1.94 2.03 .0.78 1 :13 135 1.55 1.62 056 o.ss 1."15 1,32 '1.36 0.56 0.85 1a01 U.6 1.22 SCHEDULlflG G\JIOELINES ZONE WA TE:R TIMES IN MINUTES PER CAY FEB MAR APRIL MAY JUNE '!OA9 t-.5,31-1.a.t3 20.90-21.92 3.53 6,15 o.B 73)3 7.37 6.30 9.1 ;I 't0.94 1:2".54 1-3,15 4.72 6.89 8'.-20 9.41 9.86 5.37 7.$4 9.3S 10]0 11-,22 121 1,76 ;:r,10 2.41 2,5.2 0.91 1..,2 1.58 1.81 1.89 OCEAN POINT TECH CONTROLLER"A" SCHEDULING GUIDE JULY 2.,92 2.48 2,'1'9 L7fr 1.49 1Z1 JULY 23.62 7,95 14.17 10.63 12.09 :2.72. 2.0·4 -·~---. --- AUG SEP OCT NOV DEC 2.87 2.31 1.-70 1.22 1.01 2.44 "1.96 1.44 1.04 0.85 2.·15 1.n 1.27 0.9-2 0.75 1,72 1,39 H}Z! 0]3 060 1.45 1, 18 0.86 0.62 0,6.1 1.29 1.04 0]6 0.55 0.45 AUG SEP OCT NOV OEC ~3.25-HU.2 1';3,73 9.86 &.14 7,82 6,30 4:62 3-.33 2.74 13,'9:5 1123 8.24 5,.93 4.89- 10-46 a.42 6.18 4.45 ?::.~~--·--·---5B6 1"1..91 9.53 7.03 4·.17 2.68 _?,16 1.58 i .14 0,94 2.01 1.62 1.19 0.85 0.70 ZONE WATER TIMES IN MINUTES F'ER DAY 3 DA VS PER WEEK MED, CON, 3 PAYS PER WE;E;K lOW CON. -----~---STA. I I . ··-~- Ms;l!UM O=UMPTIVE SHRUB/ GROUNI; COVER I TREES CNT, !DESCRIPTIPII JAN FEB MAR APRIL MAY JUNE:: JULY AUG SE:'.P OCT 10(10,17,W, 4 lsvN I SHRUB G.c. /DRIP 8.9" i 1Q.4S 15,31 18.23 2().90 21.92 23,62 2325 18.72 13.73 4;8,"1,1,2? 4 3.01 I 3.63 5.15 '6-.13 7.03 7.37 7,95 1.a2 6.30 4.62 =-·-~·~,, ---~ . Si/~] RAlSED·PU~i-rt~RS-/!3HRUB !DRIP ... .. ·~·· ~= },EDIUM cofvtsu~JPTIVE STAT!ON COUNT 8 ttNUTE:S F'°ER DAYt:COJ0fvi CON$UMPTIVE 48 ' 56 62 97 112 '117 126 124 100 73 I HOURS PER OAYMEO!\:IM CONSUMPTIVE 0.80 I 0.93 1.36 1.62 1.86 1.95 2.10 2.07 1.67 1.22 . . STA. LOW CONSUMPTIVE SHRUB/ GROl!NO COVER I TRli!SS CNT. l;>ESCRIPTIPN JAN FEB MAR APRIL MAY JI.JNE JULY AUG SEP OCT 3,5, 15'.18,19,21,22,20,27 !f SUN (SHRUB ttc..rDRIP 537 6.30 9.19 10,94 12.54 1-3.15-1-4.:17 1,3,95 11·23 8-24 2,7,.13,24 4. SHAOE / sHRUB G.C. ! DR!P 4.03 4]2 6.89 820 9:41 9.86 10.63 10.46 .S.42 6.18 28;29,30 3 SUN_/ SHRUB J TE.W'POF½ARY-SPRAY 4.58 0.37 7.84 S.33 10.70 1122 iZ,09 11,-9t 9.58 7.03 9,,14,23 3 SUN J TREES.! eveaLER 1.03 1.21 1.76 2-10 2A'1 2.52 2:72 ·2.sa 2.16 1.58 1,6,12 3 SliAOE / TREES IEUllBLER 0.77 0.91 t.n 1.58 1.81 1.89 2.04 2.01 l.62 1.19 LOVV C.OM8Ufvf5TiVE ·STA7t'bN·C00N-T 22 MNUTES PER DAY LdVV CONSUiVIP.Tri/E .84 98 143 170' 1-95 205 221 217 1-rs 12'8 . TOTAL STATIQI-JOOU.NT 30 HOi./RS PERDAYLOWCONSUMPTIVE; 1.0,> 1.63 2.3.8 284 3.25 3:.4"1 3-,68 3,62 2,91 2;14 I *'TOTAi-RUN TIM!!, _IN MIN.OTES PER DAY 131 ' 154 225 268 307 I 322 347 341 I 275 202 I "TOTAL RUN TIME HOURS PER DAVI 2:19 2;'ST 3.75 4.46 I 5.12 5,36 5.78 I 5.69 4.53 3,36 NOTE, The above chart is based on given parameters and is provided as a guideline only. Actual water requirement and replacement is dependent on many site specific conditions beyond the knowledge used to develop this guide. The guideline provides calculated water times required for evapotranspiration {ETo) replacement at the interval given as water days per week. These guidelines are general in nature and illustrate possible scheduling based on factors that consider water consumption and replacement such as climate, environmental exposure, plant type, rates of application and efficiencies. These guidelines are developed without consideration of topography or soil conditions and do not instruct on methods of soil reservoir management. The calculated water time per station does not necessarily indicate that any particular station should run one time tor this duration. The total run time may need to t>e divided into cycle-and-soak application to avoid run-off. Multiple stations listed in the station column is not an indication of simultaneous station operation. These stations simply have the same calculated run time. All stations are intended to operate sequentially. Tree irrigation systems are intended for tree establishment and may be used for occasional deep appHcations but are primarily tor use during enforced water use restrictions subsequent to drought conditions. While the offered scheduling guides include the tree systems, the calculated run times do not consider the trees to be under the influence of the turf and/or shrub irrigation systems. The scheduled time tor operation of these systems assumes that no other irrigation will occur. The tree systems are not intended for regular use and are not to be scheduled as normal landscape. SCHEDULING GUIDELINES FOR ETo REPLACEMENT L REQUIREMENTS FOR CONVERSION TO RECYCLED WATER- NOV DEC S.86 8.14 3.33, 2.74 ---. . 53 44 0.88 0.73 NOV OEC 5.93 4-.89 '4.45 3--.66 5.06 4.17 ·1.14 0.94 0.85 0.70 92 76 1.54 '1.27 145 120 2.42 1.99 L _J EXISTING IRRIGATION POC TO MUNICIPAL POTABLE IS TO REMAIN IN USE UNTIL SUCH TIME THAT THE ENTIRE PROJECT IS COMPLETED AND THE REQUIRED CROSS CONNECTION TEST IS SUCCESSFULLY ACCOMPLISHED AND APPROVED BY THE CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) AND TliE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH (DEH). AFTER THE ABOVE IS COMPLETED THE EXISTING POTABLE WATER POC WILL BE COMPLETELY RE-PLUMBED FOR RECYCLED WATER (RW) AND THE CONNECTION MADE TO AN RW METER APPROXIMATELY WHERE SHOWN. RW METER TO BE PROVIDED BY THE OWNER, INSTALLED BY CMWD. EXISTING BACKFLOW PREVENTION DEVICE TO BE SALVAGED AND DISPOSED OF IN A MANNER SATISFACTORY TO THE OWNER IN THE EVENT THAT CONVERSION TO RECYCLED WATER OCCURS PRIOR COMPLETION OF ALL PHASE OF THE PROJECT. ANY NEW MAINLINE AND CONTROL VALVES MUST BE TEMPORARILY CONNECTED TO A POTABLE WATER SOURCE UNTIL SUCH TIME AS THE A CROSS CONNECTION TEST IS COMPLETED AND APPROVED. THIS TEMPORARY CONNECTION CAN BE ACCOMPLISHED WITH AN EXPOSED LINE (HIGH-LINE) THAT WILL BE VISIBLE TO THE OBSERVING PARTIES SUBI. .. , . . . . . II L I-BUBBLER HEAD 2-4" DIA. FERF. EMISSION GAGE Y'llTH SOIL SOC.K. 5-GRATED C,AF 4-PVC. SC,H BO RISER-LENGTH AS REO. S-SFRING C.HEC.K VAL VE 6-SY'llNG JOINT NOTE, +Je3;-+---s Eh---2/A tt=;i-,-----4 1-PVC. 5C.H 40 TEE -555 OR ELL -S5 ON PVC. LATERAL. e-TREE RoOT BALL. "I-PLANTING FIT. 10-C.URB -Y'lHERE ENC.OUNTERED II-C.OMFAC.TED OR UNDISTURBED SUBGRADE 7- A. DEEP 1/'iA TER (ROOT 1/'iA TERI NG SYSTEM) TO BE AS SFEC.IFIED AS AN ASSEMBLY. B. TOP C.AF TO BE AT FINISH IN TURF. I" ABOVE FINSH GRADE IN 5HRUB/GRoUND C.. GOVER AREAS. D. BUBBLER HEAD TO BE 2" TO 5" FRoM BOTTOM OF DRAIN C.AF ~TION -MQ f!GALE _L ~-.,\,/"'~--~ "'--"•"'\ 4X~--~~--- ROOTBALL 1-BUBBLER HEAD Y'llTHIN DEEP ll'iATER DEVIC.E. 2-TREE TRUNK 5-ROOTBALL 4-EXC.AVATED PLANTING FIT 5-LATERAL LINES. NOTE, A-FRoVIDE AND INSTALL, TY'lO BUBBLER5 FER 24" BOXED TREE. THREE BUBBLER5 FER 56" BOXED TREE. FOUR BUBBLERS FER 48" BOXED TREE. B-IN ALL C.A5E5 ONE BUBBLER ASSEMBLY SHALL BE LOC.ATED AT THE ROOT BALL. 7 THE OTHER BUBBLER ASSEMBLIES SHALL BE LOC.ATED AT THE OUTER EDGE OF THE C,-EXC.AVATED FIT. FIT SIZE TO BE AS 5FEC.IFIED BY THE PLANTING FLAN. D-SEE TREE BUBBLER DETAIL FOR SFEC.IFIC.S ON INSTALLATION. ROUTE LATERAL LINES TO AVOID PLANTING FIT AND ROOT BALL; 24" MINIMUM FRoM ORIGINAL BOOT BALL. 8 BUBBLER LAYOUT FOR TREES l'"l.>N -NO ~ S_T-WDG-BUB-PLAN-ORIG-X3.,;Jwg PRIOR TO OBTAININ<S, OCC.UPANC.Y THE LANDSC.APE ARC.HITECT OF V'IORK SHALL REVIEY'l;INSPECT THE PROJEC.T INC.LUDIN<S, ALL AREAS 5URROUNDINe. EACH PHASE AND SUBMIT THE "CERTIFICATE OF C.OMFLETION" FORM AS AVAILABLE THROU<S,H THE CITY ( C.ITY FORM P25-D) _J Ocean Point Tech lrrioation Point of Connection P.O.C.)#A ' . .0.CEAN.~!!'fTT~CH i 1-o/drozooe %pf Coolrciler Val"' lrrigatioo Plant Area Landscape # Hvdrozooe Circuit# Maihod Factor 'Sq Ft) Nea PFxHA A 7 1 BUBB 0.3 1711 2·.93'Yo 513 A 4 2 D 0.3 13$2 236% 415 A 3· 3 .D 0.3 767 1.31% 230 A 2 4 0 0.5 17 0 .. 03% 9 A 3 5 D Q.3 815 1.39% 245 .. A 7 6 BUBB 0.5 841 1.44% 421 A 4 7 !J flS 1236 2.11%-371 A 2 8 0 0.5 36 0.00% 18 A 6 9 BUBB 0.5 4006 6;95% 2003 A 1 10 D 0.5 2958 6.-00% 1479 A 2 11 D 0.5 11 0.02% p -•--.•·· A 7 12 BUSB 0.5 475 o.a1°h 2.36 .. ··-·-···---. ---·------ A 4 13 D 0.3 1616 2-76% 485 A 6 14 BUBB 0.5 1383 2.38% 697 ---~ ------· A 3 15 D o_3 3460 £92% 1038 A 1 16 0 0:0 524 0.,10% 262 . A 1 17 0 0.5 654 1.12% 327 A 6 18 BUBB 0.5 7115 12.17% 3£58 .. ... -~~----· A 1 10 D Q.5 4'/Q 0.81% 238 -·--· A 1 20 D 0,5 1290 2.21·% 645 ·--- A 1 21 D 0.5 522 0.'8~t 261 .. .. A 3 22 D 0,3 3287 5J32%, 986 A 5 z; BUB3 -0.5 3749 6.41% 1875 A 4 24 D 0.3 594 1.02% 178 A 2 25 D 0.5 17 0,03% s -···~·-·--··-""""' .... A 3 2~ D 0.3 2081 3.56"/o wt A 4 27 D 0.3 40 0.07% 12 A 5 28 N.A 0,3 0 0.00% 0 A 5 29 N.A 0.3 0 0.00% Q --"""" .. A 5 30 N.A 0.3 0 OJXl°/o 0 N.A. 8 N.A. NON-IRR 0 17931 !II.A 0 TOTAL IRR1GA1ED LANDSCAPE AREA ~-58464 7QD/4 IAIATER REQUIREMENT CALCULATIONS ACCORDING TO THE CITY OF CARLSBAD DATED FEBRUARY 2016 IE o.ao 0.8d 0.80 0.80 0.80 -.. 0.60 0.80 0.80 0.80 0.80 0.80 o:eo 0,55 0.80 0,60 080 0.55 0.80 0.80 0.55 0.80 0.80 0.80 0;80 0.80 0.80 0.80 0:72 0.72 0.72 ···-· 1 PFxHA/IE 642 518 288 11 306 --~- 526 464 23 2541 1849 7 _,,_._ 297 s,••- 881 871 ·-1298 326 595 4447 298 ---1173 32B ··--- 1233 2343 223 11 780 15 0 0 -~ 0 ·- 0 22289- CITY OF CARLSBAD ESTI MATEO TOT AL WATER USE (EfVl/tJ) Project# 16-03 --.. ~----·-------. ---··· '! ... HY9roZb_n_~.-. Process $tee_ 1 2 3 4 •... t Eto 1 40 40 40 40 .. 2 Conversion Factor 2 0.62 0.62 0.62 0.62 Step 1_x2 VVork fg;,Jlor,s)_ 3 24.8 24.81 24:l¾ /14.!l_, ... 4 Plant F"l'ior 4 0,50(} 0.500' 0.300 0.;300 _5 HZAreaf'5q. Ft.) 5 6.,424 81 10,410 4,868 . . . Step 4>'.5 Work(Sq.Ft.) 6 3212 41 3123 1460 7 lrrig~on-Effiofericy 7 81'% 81% <!1% 81'%, S!ep6l7 Work(Sq.Fl.) 8 3,965 sa·i 3.1156 t803 Total 018 ETWV I HZ ( GPY J 9 22.574 . ,, ..... 3-x\! TOTAL E.TWU (GPYI 10 559,834 . . .. .. .. . .. .. .. . . . . . .. 861, MAVIIA _: :~pecies _f~~!Cl~~ n_i;!t -~itt,s~ed. tor ... ~nvir~.f!~ial .~~.C?St1re. -see ElWU Calculatio-□s Q-y Hydrozone 9sing the-Landscape Coefk;ient,methoct_ ·-.' ' "" ' ' . '' ,, . . .. ,,_, ' ',' " .. ' ''•· ' "' HZ# HYDROZONE 1 SU~ I MEDIUM GONSUMPTI\/E SHRUB GC. I DRIP 1--'--t===============----,--------·----2 SUN I RAJSED PLANTERS !MEDIUM CONSUMPTIVE SHRUB i PRfP 7 SHADE I l.DW CONSUMPTIVE TREES /BUBBLER 8 NQN-IRRKJATED I PERME/lllLE SURFACE : APPROVED FOR PLi\NTI~G AND IRRIGA'I'ION ONLY, INCLUDING PRECISE: LOCATION Of PL1\NTING AREAS. 5 6 40 40 0.62 0.62 24.8 24._8. 0.3()() 0.500 0 16.323 ' 0 S162 1% 75% 0 10,$82 ' TIT~E~-- I,SP[CTOR -·------· 7 8 40 40 0.62 0.62 24.8 24.8 ... ' . o,~I 0.000 3,027 17,33_1 1514 0 75% 100% 2.018 0 _J "AS 8UILT" DATE 04 26/16 ..... ·--+2N_D_G_ITY PLAN _G__HECK .. Carlsbad Ga 160 -434-2152 Expiration Date:O~/J0/2017 05 19 16 3RO CITY PLAN CHECK Ocean Point IRRIGATION CALCULATIONS APPROVED ~.,,t. ~~ ~ 7, l.-).i..,., --------------------·--- PLI\NN T NG DA. IE DATl~ !/\J/TIAL ["NGl\:::ER OF WO~K -------+---+------+---+-------· R[ViSION DESCRIPTION 'JWN BY: REW - 0Ar_c_~1N __ 1 __ 11_A_L-+--"--'' .. r __ E_~1N_:1T __ 1A __ :..___, l CHKJ BY: KW flVWD BY: .. REW CITY AP?~OVN. LANDSCAPE IRRIGATION SPECIFICATIONS PART 1 -GENERAL PROVISIONS 1.1. DEFINITIONS: 1.1.1. CITY: CARLSBAD, CA 1.12. OWNER:XXX 1.1.3, LANDSCAPE ARCHITECT: WILKINSON DESIGN GROUP 1.1.4. IRRIGATION CONSULTANT: INDEPENDENT IRRIGATION CONSUL TAN TS, INC. 1.2. SCOPE OF CONTRACT: 1.2.1, THE FOLLOWING TERMS, CONDJTJONS, AND INSTRUCTIONS, AS WELL AS THE LANDSCAPE ARCHITECT'S PLANS AND SPECIFICA TtONS, THE CONTRACTOR'S CONTRACT AND SHOP DRAWINGS AND ANY CHANGE ORDERS AND/OR ADDENDUM'S ISSUED BY LANDSCAPE ARCHITECT SHALL FORM THE GENERAL CONTRACT. 1.2.2. NO CHANGE FROM THE GENERAL CONTRACT SHALL BE MADE WITHOUT AUTHORIZATION FROM THE LANDSCAPE ARCHITECT AND/OR OWNER ALL SUCH INSTRUCTIONS SHALL BE IN WRITING ON A "CHANGE ORDER' FORM. UNLESS CONTRACTOR NOTIFIES LANDSCAPE ARCHITECT WITHIN FORTY-EIGHT (48) HOURS UPON RECEIPT OF A CHANGE ORDER, SUCH OROER SHALL CONSTITUTE A PART OF THE GENERAL CONTRACT. THE LANDSCAPE ARCHITECT SHALL HAVE AUTHORITY TO MAKE MINOR CHANGES. ANY CHANGES INVOLVING EXTRA COST OR ALTERATION OF THE OVERALL APPEARANCE OF THE PROJECT SHALL BE COUNTER-SIGNED BY THE OWNER THE LANDSCAPE ARCHITECT MAY INSTRUCTTHE CONTRACTOR TO ISSUE CHANGE ORDERS FOR ANY ADOITION, ALTERATION, OR DEDUCTION HE WISHES TO MAKE. THE CONTRACT PRICE SHALL BE ADJUSTED BY EQUITABLE AGREEMENT TO COVER SUCH CHANGES. IF ANY INSTRUCTION BY LANDSCAPE ARCHITECT INVOLVES EXTRA COST TO THE CONTRACTOR, HE SHALL GIVE WRITTEN NOTICE TO THE OWNER BEFORE PROCEEDING WITH WORK. 1.,. LANDSCAPE CONSTRUCTION DOCUMENTS 1.3.1. THE OWNER SHALL FURNISH THE CONTRACTOR WITH ALL DRAWINGS, SPECIFICATIONS, REVISIONS ORDERED BY THE LANDSCAPE ARCHITECT, AND CHANGE ORDERS. THE CONTRACTOR WILL FURNISH HIS CONTRACT, ANY SHOP DRAWINGS REQUIRED AND A WORK SHEET ON WHICH HE WILL NOTE ANY DEVIATION FROM THE CONTRACT NOT OTHERWISE COVERED. THE CONTRACTOR WILL KEEP ON THE JOB AT ALL TIMES A FIELD SET OF DRAWINGS, WORK SHEET AND SHOP DRAWINGS, UPDATED WEEKLY, UPON WHICH DEVIATIONS ARE NOTED. 1.3.2. THESE PLANS ARE PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR; THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, WHICH MAY AFFECT THE INTENDED DESIGN OF THE LANDSCAPE WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 1.3.3. THE IRRIGATION DESIGN AS INDICATED ON THE PLANS IS DIAGRAMMATIC. SCALED DIMENSIONS ARE APPROXIMATE. VERIFY ALL SITE DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK. 1.4. RELATED DOCUMENTS: 1.4.1. LOCAL, MUNICIPAL ANO STATE CODES, LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE PLANS AND SPECIFICATIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) 2012 EDITION, AND ASSOCIATED SUPPLEMENTS. 1.4.2. CITY LANDSCAPE MANUAL, LATEST EDITION AND THE DEPARTMENT OF PUBLIC WORKS DESIGN STANDARDS, LATEST EDITION. 1.4.3. THE WATER DISTRICT'S STANDARD SPECIFICATIONS FOR WATER, SEWER AND RECYCLED FACILITIES, DATED LATEST EDITION. 1.4.4. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH, RECYCLED WATER PLAN CHECK AND INSPECTION MANUAL, DATED LATEST EDITION. 1.4.5. AWWA -AMERICAN WATERWORKS ASSOCIATION GUIDELINES FOR DISTRIBUTION OF NON-POTABLE WATER 1.4.6. CCR-CALIFORNIA CODE OF REGULATIONS TITLE 22 AND TITLE 17. 1.4.7. OOHS -DEPARTMENT OF HEALTH SERVICES 1.4.8. WAS (#ATER AGENCY STANDARDS) STANDARD DRAWINGS 1.4.9. WAS (WATER AGENCY STANDARDS) STANDARD SPECIFICATION 01000 1.5. DESCRIPTION OF WORK 1.5.1. THE WORK CONSISTS OF FURNISHING LABOR, TOOLS, MACHINERY.MATERIALS, AND PROCESSES REQUIRED TO COMPLETE THE SPRINKLER IRRIGATION SYSTEM DESCRIBED HEREIN AND SHOWN ON THE DRAWINGS. 1.5.2. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO INDICATE AND SPECIFY A COMPLETE IRRIGATION SYSTEM FOR THE SUPPORT AND MAINTENANCE OF DECORATIVE LANDSCAPE PLANTINGS, INSTALLED READY FOR USE WITHOUT FURTHER COST IN LABOR OR MATERIALS TO THE OWNER AND COMPLYING WITH ALL APPLICABLE CODES, SPECIFICATIONS ANO DETAILS. 1.6. QUALITY ASSURANCE: 1.6.1. SUBCONTRACT WORK TO A SINGLE FIRM SPECIALIZING IN IRRIGATION WORK. CONTRACTOR SHALL POSSESS ALL LICENSES AND PERMITS REQUIRED TO PERFORM THE WORK OF THIS CONTRACT INCLUDING A C-27 LANDSCAPING LICENSE. 1.7. PRODUCT DATA SUBMITTALS: 1.7.1. THE CONTRACTOR SHALL SUBMITTO THE LANDSCAPE ARCHITECT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE FOR APPROVAL OF ITEMS DIFFERENT THAN THOSE SPECIFIED. APPROVAL OF ANY ITEM. ALTERNATE OR SUBSTITUTE INDICATES ONLY THATTHE PRODUCT(S) APPARENTLY MEETTHE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. 1.8. RECORD DRAWINGS: 1.8.1. PRIOR TO THE INITIATION OF IRRIGATION WORK, THE LANDSCAPE CONTRACTOR SHALL REQUEST FROM THE OWNER, A DIGITAL FILE, IN PDF FORMAT, OF THE COMPLETE IRRIGATION PLAN SET FOR USE IN PREPARING THE FIELD RECORD DRAWINGS AND AS-BUILT DRAWINGS. 1.8.2. AS-BUILT/RECORD DRAWINGS SHALL INCLUDE ALL FIELD REVISIONS TO THE IRRIGATION SYSTEMS AND THE FOLLOWING: POWER SOURCE -ELECTRICAL METER OR OTHER POINT OF CONNECTION AU TOMA TIC CONTROLLER ASSEMBLY CONTROL WIRE ROUTE. WEATHER AND/OR ET SENSORS WATER SOURCE -WATER METER OR OTHER POINT OF CONNECTION. CROSS CONNECTION CONTROL OR TEST STATION CONTROL HEAD -BACKFLOW PREVENTION DEVICE ASSEMBLY OR OTHER TYPE IRRIGATION MAINLINE ANO/OR MANIFOLD ISOLATION VALVES QUICK COUPLING VALVES IRRIGATION PRESSURE SUPPLY/MAINLINE ROUTE IRRIGATION REMOTE CONTROL VALVES WI STATION DESIGNATION. SLEEVING UNDER VEHICULAR USE AREAS 1.8.3. IMMEDIATELY UPON THE INSTALLATION OF ANY BURIED PIPE OR EQUIPMENT, THE CONTRACTOR SHALL INDICATE ON THE DRAWINGS THE LOCATIONS OF SAID EQUIPMENT. DIMENSIONS SHALL BE PROVIDED FROM TWO SEPARATE GIVEN PERMANENT OBJECTS SUCH AS BUILDINGS, SIDEWALKS, CURBS AND DRIVEWAYS. 1.8.4. PRIOR TO FINAL ACCEPTANCE OF WORK, THE CONTRACTOR SHALL SUBMITTO THE LANDSCAPE ARCHITECT AND/OR OWNWER'S REPRESENTATIVE A COMPLETE SET OF AS-BUILT DRAWINGS IN FULL SIZE PAPER AND DIGITAL PDF. 1.8.5. UPON APPROVAL FROM GOVERNING AGENCIES, ALL FIELD REVISIONS SHALL BE RECORDED ON THE RECORD MYLAR DRAWINGS AND RESUBMITTED TO THE GOVERNING AGENCY. 1.8.6. THE CONTRACTOR/LANDSCAPE ARCHITECT SHALL PROVIDE TO THE GOVERNING AGENCY EITHER AN ELECTRIC FILE (IN PDF FORMAT ORAS DIRECTED BY THE AGENCY'S LANDSCAPE INSPECTOR) OF THE APPROVED "AS-BUILT' PLANS. EACH VALVE SYSTEM AND ASSOCIATED CALLOUTS SHALL BE COLOR CODED TO THE SATISFACTION OF THE AGENCY 1.9. CONTROLLER CHARTS: 1.9.1. THE CONTRACTOR SHALL PREPARE COLOR-CODED CHARTS SHOWING THE VALVES, MAINLINE, AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER. 1.9.2. WITHIN EACH CONTROLLER, EACH VALVE/SYSTEM SHALL BE IDENTIFIED BY A UNIQUE COLOR. 1.9.3. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DRAW1NGS. ONLY THOSE AREAS CONTROLLED BY THAT CONTROLLER SHALL BE SHOWN. 1.9.4. CONTROLLER CHARTS SHALL BE A PLOT PLAN, ENTIRE OR PARTIAL, SHOWING BUILDINGS, WALKS. ROADS AND WALLS. A PHOTOSTATIC PRINT OF THIS PLAN, REDUCED AS NECESSARY AND LEGIBLE IN ALL DETAILS, SHALL BE MADE TO A SIZE THAT WILL FIT INTO THE CONTROLLER ENCLOSURE. 1.9.5. THIS PRINT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR THE OWNER'S AUTHORIZED REPRESENTATIVE AND SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF TEN MIL THICK PLASTIC. 1.9.6 FOR EACH CONTROLLER, THE CONTRACTOR SHALL PROVIDE TWO SETS OF 11" X 1T' CONTROLLER CHARTS AS FOLLOWS: ONE COlOR CODED LAMINATED SET TO: THE GOVERNNING AGENCY (IF APPLICABLE) AND ONE COPY TO THE OWNER'S REPRESENTATIVE .. ONE COLOR CODED LAMINATED SET TO: SECURED ON THE INSIDE SURFACE OF THE COVER OF EACH AUTOMATIC CONTROLLER. 1.10. EQUIPMENT, KEYS, MANUALS & CERTIFICATIONS: 1.10.1. UPON COMPLETION OF THE CONTRACTOR'S MAINTENANCE PERIOD, THE CONTRACTOR SHALL PROVIDE THE FOLLOWING EQUIPMENT TO THE OWNER'S REPRESENTATIVE: A. (2) CONTROLLER ENCLOSURE KEYS FOR EACH ENCLOSURE. (IF NEW EQUIPMENT IS INSTALLED) B.(2) KEYS TO ACCESS SPECIAL ELECTRICAL SWITCH INSIDE EACH CONTROLLER ENCLOSURE. (IF NEW EQUIPMENT IS INSTALLED) C.(1) QUICK COUPLING KEY AND MATCHING SWIVELS FOR EACH OF 5 QUICK COUPLER VALVES INSTALLED. (ONE MINIMUM) D.(2) SETS OF TOOLS REQUIRED FOR SERVICING AND/OR ADJUSTING EACH SPRINKLER AND VALVE TYPE. E.(1) COPY OF THE BACKFLOW PREVENTION DEVICE CERTIFICATION, IF APPLICABLE. F.(2) SETS OF SERVICE MANUALS FOR ALL IRRIGATION EQUIPMENT INSTALLED. IRRIGATION SUBMITTAL 3 051916 1.11. GUARANTEES: 1.11.1. CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE IN ACCORDANCE WITH THE GENERAL CONDITIONS, FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPT ANGE AND CONCLUSION OF THE NINETY (90) DAY MAINTENANCE PERIOD. GUARANTEE SHALL COVER THE COMPLETE IRRIGATION SYSTEM, INCLUDING SETTLING OF THE BACKflLL IN TRENCHES ANO REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMAGED THEREBY OR THEREFROM 1.11.2. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. 1.12. WATER SERVICE: 1.12.1. POINT OF CONNECTIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE WITH OWNER'S AUTHORIZED REPRESENTATIVE AND GOVERNING WATER DISTRICT TO HAVE WATER AVAILABLE WHEN REQUIRED. 1.12.2. INDIVIDUALLY OWNED, ACCESSED OR MAINTAINED AREAS SHALL BE SEPARATELY METERED AND CONTROLLED. 1.12.3. EACH POINT OF CONNECTION SHALL BE SERVICED BY A BACK FLOW PREVENTION DEVICE, LOCATED DOWNSTREAM OF THE METER AND APPROVED BY THE CITY, THE WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 1.13. ELECTRICAL SERVICE: 1.13.1. POINT OF CONNECTION SHOWN ON PLANS IS APPROXIMATE. CONTRACTOR SHALL COORDINATE WITH OWNER'S AUTHORIZED REPRESENTATIVE TO HAVE POWER AVAILABLE WHEN REQUIRED. 1.13.2. INDIVIDUALLY OWNED, ACCESSED OR MAINTAINED AREAS SHALL BE SEPARATELY METERED AND CONTROLLED. 1.13.3. CONTROLLERS SHALL OPERATE ON SINGLE PHASE, 110 TO 120 VOLT, 60 CYCLE, ALTERNATING CURRENT AND "U.L." LISTED. (UNDERWRITERS LABO RA TORY) 1.13.4. CONTROLLERS SHALL BE ENCLOSED IN A U.L. LISTED WEATHERPROOF CORROSION-RESISTANT ENCLOSURE WITH LOCKING COVER. 1.13.5. CONDUIT FOR 120 VOLT AND 24 VOLT WIRING SHALL BE APPROVED BY GOVERNING BUILDING CODES AND INSPECTIONS FOR ELECTRICAL SERVICE. 1.14. COMMUNICATION SERVICE: (N.A. THIS PROJECT) 1.14.1. CENTRAL CONTROL SYSTEM AND METHOD OF COMMUNICATION TO INDIVIDUAL CONTROLLERS SHALL BE AS SPECIFIED ON PLANS. 1.14.2. POINT OF CONNECTION SHOWN ON PLANS IS APPROXIMATE. CONTRACTOR SHALL COORDINATE WITH OWNER'S AUTHORIZED REPRESENTATIVE TO HAVE COMMUNICATION LINE AVAILABLE WHEN REQUIRED. 1.14.3. PRIOR TO INSTALLATION, CONTRACTOR SHALL FIELD VERIFY THAT PHONE OR, OTHER METHOD OF COMMUNICATION TO EACH CONTROLLER LOCATION IS ADEQUATE AND UNOBSTRUCTED. PART 2 • PRODUCTS 2.1. GENERAL: 2.1.1. ALL MATERIALS AND EQUIPMENT SHALL BE PURCHASED NEW, SPECIFICALLY FOR THIS PROJECT, UNLESS OTHERWISE NOTED ON THE PLANS. 2.1.2. THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT, MATERIALS OR PROCESSES SPECIFIED BY NAME IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT, OR THE OWNER'S AUTHORIZED REPRESENTATIVE. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE AND REPLACE SUCH MATERIALS FROM THE SITE AT HIS OWN EXPENSE. CONTRACTOR SHALL ALSO INCLUDE A DOCUMENTED CONTINUITY TEST OF ALL CONTROLLER FIELD WIRE PRIOR TO BACKFILLING ANY TRENCHES. 2.1.3. CROSS CONNECTION TEST STATIONS SHALL BE INSTALLED ATTHE LOCATIONS SHOWN ON THE APPROVED PLANS AND DETAILED ON THE STANDARD DRAWINGS. IN GENERAL, ONE TEST STATION SHALL BE INSTALLED DIRECTLY DOWNSTREAM OF EACH POINT OF CONNECTION, DOWNSTREAM OF ANY PRESSURE REDUCING VALVES. ADD!TIONAL CROSS CONNECTION ST ATION(S) MAY BE REQUIRED AS INDICATED ON THE APPROVED PLANS. 2.2. BACKFLOW PREVENTION DEVICES: 2.2.1. NO BACKFLOW PREVENTION DEVICES USEO 2.3. PRESSURE REGULATION DEVICES: 2.3.1. IF REQUIRED, SHALL BE AS SPECIFIED IN THE IRRIGATION LEGEND. 2.4. AUTOMATIC CONTROL SYSTEM: (TWO WIRE DECODER SYSTEM) 2.4.1. CONTRACTOR SHALL FURNISH LOW VOLTAGE SYSTEM MANUFACTURED EXPRESSLY FOR CONTROL OF AUTOMATIC CIRCUIT VALVES OF UNDERGROUND IRRIGATION SYSTEMS BY MEANS OF A PLUG-IN DECODER OUTPUT MODULE AND TWISTED PAIR CONTROL WIRES AND ADDRESSED DECODERS ATTHE CONTROL VALVES. 2.4.2. MECHANISM SHALL BE HOUSED IN A STURDY, VANDAL-PROOF ENCLOSURE, MANUFACTURED OF 14 GAUGE STEEL, OR CASE ALUMINUM; FURNISHED FOR MAXIMUM PROTECTION, AS CALLED FOR ON THE DRAWINGS (SIZE AS REQUIRED). 2.5. AUTOMATIC CONTROL STATION WIRE: (TRADITIONAL SYSTEM) AND COMMUNICATION CABLE. 2.5.1. AUTOMATIC CONTROL STATION WIRE SHALL BE DIRECT BURIAL COPPER WIRE AWG-U.F. 600 VOLT, SINGLE CONDUCTOR SOLID COPPER, PLASTIC INSULATED CABLE, U.L. APPROVED FOR DIRECT BURIAL APPLICATION. 2.5.1.1. STATION CONTROL WIRE TO EACH REMOTE CONTROL VALVE SHALL BE SIZED AS FOLLOWS: WIRE RUN PILOT WIRE SIZE COMMON WIRE SIZE TO 1200' 14 GA. 12 GA EXCEEDING 1200' 12 GA. 12 GA. 2.5.1.2. STATION CONTROL WIRE TO EACH REMOTE CONTROL VALVE SHALL BE COLOR CODED AS FOLLOWS: PILOT WIRES SHALL NOT BE WHITE OR RED AND MUST BE UNIQUE IN COLOR FOR EACH CONTROLLER. COMMON WIRE SHALL BE WHITE WITH COLORED STRIP EQUAL IN COLOR TO PILOT WIRE. EXAMPLE AS FOLLOWS: CONTROLLER PILOT COMMON "SL-20" BLACK WHITE WI BLACK STRIPE "SL-21" BLUE WHITE WI BLUE STRIPE SPARE RED WI BLACK STRIPE RED WI BLUE STRIPE 2.5.2. FLOW SENSOR AND MASTER CONTROL VALVE CABLE SHALL BE PVC JACKETED TWO CONDUCTOR, 16 AWG 7 STRAND ANNEALED COPPERAS MANUFACTURED BY ARIZONA ELECTRIC FABRICATORS#9516-2SPOR, AS NOTED IN THE PLANS. 2.6. FLOW, RAIN, MOISTURE SENSING DEVICES: 2.6.1. ALL SENSING DEVICES SHALL BE AS SPECIFIED IN DRAWINGS. 2.7. MASTER CONTROL/ REMOTE CONTROL VALVES: AS SPECIFIED IN DRAWINGS. 2.7.1. VALVES SHALL BE OPERABLE MANUALLY WITHOUT ELECTRICITY BY MEANS OF AN INTERNAL BLEED IF SPECIFIED IN THE PLANS, THE VALVE SHALL HAVE A PRESSURE REGULATING MODULE CAPABLE OF REGULATING OUTLET PRESSURE BETWEEN 15 AND 100 P.S.I. (tOR-5 P.S.I.). MODULE SHALL HAVE AN ADJUSTING SCREW FOR SETTING PRESSURE AND A SCHRADER VALVE CONNECTION FOR MONITORING PRESSURE. PRESSURE REGULATOR SHALL BE ADJUSTED AT EACH VALVE FOR PROPER DOWNSTREAM PRESSURE REQUIRED. 2.8. QUICK COUPLING VALVES: 2.8.1. QUICK COUPLING VALVES SHALL BE2-PIECE BRASS BODY WITH STAINLESS SPRING. SIZED AS SPECIFIED ON THE DRAWINGS. 2.8.2. QUICK COUPLING VALVES SERVICING POTABLE WATER IRRIGATION SYSTEMS SHALL ACCEPT A STANDARD BAYONET STYLE KEY. VALVE BODY SHALL BE WITH LOCKING YELLOW RUBBER COVER. 2.8.3. QUICK COUPLING KEY SHALL BE OF BRASS/BRONZE WITH SWIVEL ASSEMBLY. SUPPLY ONE (1) KEY/SWIVEL ASSEMBLY FOR EACH OF FIVE (5) QUICK COUPLING VALVE INSTALLED. 2.9. MAINLINE AND/OR MANIFOLD ISSOLATION VALVES: 2.9.1. BALL VALVES: AS SPECIFIED IN DRAWINGS. 2.9.2. GATE VALVES: AS SPECIFIED IN DRAWINGS. 2.10. NON-PRESSURE LATERAL LINE ANTI-DRAIN VALVES: 2.10.1. ANTI-DRAIN VALVES SHALL BE REQUIRED TO PREVENT LOW HEAD DRAINAGE OF IRRIGATION WATER FROM SPRINKLER SYSTEM AT SHUT-DOWN DUE TO CHANGES IN ELEVATION 2.10.2. ANTI-DRAIN VALVES SHALL BE HUNTER HGV-SERIES 2.11. MANUAL AND ANTI-SIPHON VALVES: 2.11.1. MANUAL AND ANTI-SIPHON CONTROL VALVES SHALL BE BRASS OR PLASTIC WITH NON-CORROSIVE INTERNAL PARTS AND CONVERTIBLE TO AUTOMATIC CONTROL VALVES SHALL BE THE TYPE AND SIZE AS DESIGNATED ON THE DRAWINGS. 2.12. VALVE AND PULL BOXES: 2.12.1 MASTER CONTROL VALVE/PRESSURE REG.ASSEMBLY -FOR RECYCLED WATER IRRIGATION SYSTEMS. 1" VALVE ASSEMBLY. SHALL BE 14'X20"X12" NOM. RECT. JUMBO PLASTIC VALVE BOX ANO 6" EXTENSION WITH LOCKABLE PURPLE TOP. MANUFACTURED BY AMETEK, PART #192110 AND #190110, OR EQUAL. 1-112" AND 2" VALVE ASSEMBLY. SHALL BE 17"X30'X18" NOM. RECT. JUMBO PLASTIC VALVE BOX WITH LOCKABLE GREEN TOP MANUFACTURED BY AMETEK, PART #195103, OR EQUAL. TOP TO INCLUDE CHRISTY'S ENTERPRISES MODEL #3800 RECYCLED WATER PURPLE VALVE BOX NAMEPLATE. 2.12.2. MASTER CONTROL VALVE/PRESSURE REG. ASSEMBLY -FOR POTABLE WATER IRRIGATION SYSTEMS. 1" VALVE ASSEMBLY. SHALL BE 14"X20"X12" NOM. RECT. JUMBO PLASTIC VALVE BOX AND 6" EXTENSION WITH LOCKABLE GREEN TOP. MANUFACTURED BY AMETEK, PART #190106 AND #190110, OR EQUAL 1-112" AND 2" VALVE ASSEMBLY. SHALL BE 17"X30"X18' NOM. RECT. JUMBO PLASTIC VALVE BOX WITH LOCKABLE GREEN TOP MANUFACTURED BY AMETEK, PART #195103, OR EQUAL. 2.12.3. REMOTE CONTROL VALVE, BALL VALVE-FOR POTABLE WATER IRRIGATION SYSTEMS SHALL BE 10"X16"X12" NOM. RECT PLASTIC VALVE BOX WITH LOCKABLE GREEN TOP, MANUFACTURED BY AMETEK, PART #170106, OR EQUAL. 2.12.4. REMOTE CONTROL VALVE, BALL VALVE-FOR RECYCLED WATER IRRIGATION SYSTEMS SHALL BE 10"X16"X12" NOM. RECT. PLASTIC VALVE BOX WITH LOCKABLE PURPLE TOP, MANUFACTURED BY AMETEK, PART#170131, OR EQUAL 2 12 5. REMOTE CONTROL VALVE/PRESS. REG. ASSEMBLY -FOR POTABLE WATER DRIP IRRIGATION SYSTEMS SHALL BE 10"X16"X12" NOM. RECT. PLASTIC VALVE BOX WITH LOCKABLE GREENTOP, MANUFACTURED BY AMETEK, PART#170106, OR EQUAL. 2.12.6. REMOTE CONTROL VALVE/PRESS. REG. ASSEMBLY-FOR RECYCLED WATER DRIP IRRIGATION SYSTEMS SHALL BE 10"X16"X12" NOM. RECT. PLASTIC VALVE BOX WITH LOCKABLE PURPLE TOP, MANUFACTURED BY AMETEK, PART#170131, OR EQUAL 2.12.7. QUICK COUPLER VALVES -FOR POTABLE WATER IRRIGATION SYSTEMS SHALL BE PLASTIC VALVE BOX WITH LOCKABLE GREEN TOP, MANUFACTURED BY AMETEK, PART#181104, OR EQUAL 2.12.8. QUICK COUPLER VALVES-FOR RECYCLED WATER IRRIGATION SYSTEMS SHALL BE PLASTIC VALVE BOX WITH LOCKABLE PURPLE TOP, MANUFACTURED BY AMETEK, PART#181113, OR EQUAL. 2.12.9. PULL OR SPLICE BOXES-FOR POTABLE WATER IRRIGATION SYSTEMS SHALL BE PLASTIC VALVE BOX WITH LOCKABLE GREEN TOP, MANUFACTURED BY AMETEK OR EQUAL AS FOLLOWS: FOR 16 CONTROL WIRES OR LESS -10" ROUND BOX, PART #181104. FOR MORE THAN 16 CONTROL WIRES OR FOR CONDUITED PULL BOX-10"X16"X12" RECT. BOX, PART #170106. PLASTIC VALVE BOX WITH LOCKABLE GREEN TOP MANUFACTURED BY AMETEK, PART#181104, OR EQUAL 2.12.10. PULL OR SPLICE BOXES-FOR RECYCLED WATER IRRIGATION SYSTEMS SHALL BE PLASTIC VALVE BOX WITH LOCKABLE PURPLE TOP, MANUFACTURED BY AMETEK OR EQUAL AS FOLLOWS: FOR 16 CONTROL WIRES OR LESS-10" ROUND BOX, PART#181113. FOR MORE THAN 16 CONTROL WIRES OR FOR CONDUITED PULL BOX-10"X16"X12" RECT. BOX, PART#170106. PLASTIC VALVE BOX WITH LOCKABLE GREEN TOP MANUFACTURED BY AMETEK, PART #181104, OR EQUAL 2.13. PIPE AND FITTINGS: 2.13.1. POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS: 2.13.1.1. ALL ON-SITE RECYCLED WATER IRRIGATION PIPING.AND ON-SITE POTABLE WATER PIPING INSTALLED UNDER THIS DESIGN SHALL BE IDENTIFIED IN ACCORDANCE WITH THE STANDARDS OF THE GOVERNING AGENCIES; CITY, WATER DISTRICT, DEPARTMENT OF HEALTH. 2.13.1.2. ALL PVC PIPE SHALL BE MADE FROM N.S.F. APPROVED, TYPE I, GRADE I PVC COMPOUND CONFORMING TOASTM RESIN SPECIFICATION 01784. PIPE SHALL MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS-22-70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO. 2.13.1.3. FURNISH PLASTIC PIPE CONTINUOUSLY AND PERMANENTLY MARKED WITH FOLLOWING INFORMATION: MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS AND TYPE OF PIPE, WORKING PRESSURE AT 73.4 DEGREES F., AND NATIONAL SANITATION FOUNDATION (N.S.F.) RATING. 2.13.1.4. ALL PRESSURE SUPPLY LINES LOCATED UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS SHALL MEET THE FOLLOWING CRITERIA: 2.13.1.4.1. ALL TWO (2) INCH AND LARGER SIZED PIPE SHALL BE CLASS 315 POLYVINYL CHLORIDE (PVC) WITH A STANDARD DIMENSION RA TIO (SDR) OF 13.5. CONFORMING TO ASTM RESIN SPECIFICATION 01784 AND PRODUCT DESIGN SPECIFICATION ASTM 02241. 2.131.4.2. ALL ONE AND ONE-HALF (1-112) INCH AND SMALLER SIZED PIPE SHALL BE SCHEDULE 40 POLYVINYL CHLORIDE (PVC) CONFORMING TO ASTM RESIN SPECIFICATION 01784AND PRODUCT DESIGN SPECIFICATIONASTM 1785. 2.13.1.5. ALL NON-PRESSURE DISTRIBUTION (LATERAL) LINES LOCATED DOWNSTREAM OF REMOTE CONTROL VALVES SHALL MEET THE FOLLOWING CRITERIA: 2.13.1.5.1. ALL NON-PRESSURE LATERAL LINES SHALL BE SCHEDULE 40 POLYVINYL CHLORIDE (PVC) CONFORMING TO ASTM RESIN SPECIFICATION 01784 AND PRODUCT DESIGN SPECIFICATION ASTM D1785 2.13.1.5.3. MINIMUM LATERAL LINE PIPE SIZE IS 314". 112" DIAMETER PIPE IS NOT PERMITTED. 2.13.1.6. NO CLOSE NIPPLES SHALL BE USED. 2.13.1.7. ALL ON-SITE POTABLE WATER PIPING SHALL BE WHITE PVC. 2.13.1.8. ALL ON-SITE RECYCLED WATER PIPING SHALL BE PURPLE COLORED PVC, CONTINUOUSLY STENCILED ON OPPOSITE SIDES OF THE PIPE WITH THE WORDS "CAUTION-RECYCLED WATElt'. PACIFIC PLASTIC CYCLE SLOW RECYCLED WATER PIPE OR EQUAL 2.13.1.9. POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS SHALL BE PRODUCED FROM TYPE I, GRADE 1, POLYVINYL CHLORIDE CONFORMING TO ASTM RESIN SPECIFICATION 01784. FITTINGS SHALL BE HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH THE FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (N.S.F.) SEAL OF APPROVAL. 2.13.1.9.1. FITTINGS FOR PRESSURE SUPPLY LINES LOCATED UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS SHALL MEET THE FOLLOWING CRITERIA: FITTINGS SHALL BE SCHEDULE 80 SOCKET AND/OR THREADED TYPE CONFORMING PRODUCT DESIGN SPECIFICATION ASTM 02467 AND ASTM D2464. 2.13.1.9.2. FITTINGS FOR NON-PRESSURE DISTRIBUTION LINES LOCATED DOWNSTREAM OF REMOTE CONTROL VALVES SHALL MEET THE FOLLOWING CRITERIA: FITTINGS SHALL BE SCHEDULE 40 SOCKET AND/OR THREADED TYPE CONFORMING PRODUCT DESIGN SPEC/FICA TION ASTM 02466. 2.13.1.10. SLEEVES SERVICING WATER LINES AND ELECTRICAL CONDUIT SHALL BE SCHEDULE 40 POLYVINYL CHLORIDE (PVC) CONFORMING TO ASTM RESIN SPECIFICATION 01784 AND PRODUCT DESIGN SPECIFICATION ASTM 01785 2.13.1.11. SOLVENT CEMENTS SHALL COMPLY WITH ASTM D2564. SOCKET JOINTS SHALL BE MADE PER RECOMMENDED PROCEDURES FOR JOINING PVC PLASTIC PIPE AND FITTINGS WITH PVC SOLVENT CEMENT BY THE PIPE AND FITTING MANUFACTURER AND PROCEDURES OUTLINED IN THE APPENDIX OF ASTM 02564. 2.13.1.12. THREAD LUBRICANT SHALL BE TEFLON RIBBON-TYPE, OR APPROVED EQUAL, SUITABLE FOR THREADED INSTALLATIONS AS PER MANUFACTURER'S RECOMMENDATIONS. 2.13.2. METALLIC PIPE AND FITTINGS 2.13.2.1. COPPER PIPE SHALL BE TYPE K HARD COPPER FOR PLUMBING INSTALLATIONS BETWEEN THE WATER METER AND THE BACKFLOW PREVENTION DEVICE AS REQUIRED BY THE DISTRICT AND ILLUSTRATED BY THE WATER AGENCY STANDARDS DETAIL DRAWINGS. 2.13.2.2. FITTINGS FOR COPPER TUBING SHALL MEET ANSI B 16.22 WROUGHT COPPER OR CAST BRASS, RECESSED SOLDER JOINTTYPE FITTINGS. 2.13.2.3 BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125POUNDS, 85% RED BRASS. 2.13.2.4. BRASS FITTINGS SHALL BE STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. 2.13.2.5. GALVANIZED STEEL PIPE SHALL BE SCHEDULE 40 ASTM, 120-GIP THREADED, COUPLED AND HOT .. QIP GALVANIZED. 2.13.2.6. GALVANIZED STEEL FITTINGS SHALL BE HEAVY PATTERN, BANDED, AND GALVANIZED MALLEABLE IRON. 2.14. CONCRETE THRUST BLOCK AND SUPPORTS: 2.14.1. ALL CONCRETE WORK SHALL BE 2,000 PSI MINIMUM COMPRESSIVE STRENGTH AT TWENTY-EIGHT (28) DAYS, 5 SACK MIX, TOOL FINISHED ON EXPOSED SURFACES. 2.15. IDENTIFICATION TAPE: 2.15.1. WARNING/IDENTIFICATION TAPE MATERIALS SHALL CONFORM TO WAS PART2.08 OF SECTION 15000. 2.15.2. MARKER TAPE SHALL BE 5 MIL POLYETHYLENE, 3' WIDE WITH A 20 GAUGE SOLID ALUMINUM FOIL CORE AS MANUFACTURED BY T. CHRISTY ENTERPRISES AT (800) 258-4583. FURTHER MARKING TAPE SHALL MEET THE FOLLOWING CRITERIA: 2.15.2.1. FOR CONSTANT PRESSURE LINES OF SYSTEMS CONNECTED TO A POTABLE WATER SOURCE, TAPE SHALL BE BLUE IN COLOR WITH THE WORDS, "CAUTION WATER LINE BELOW" IN 1" HIGH BLACK LETTERS. MODEL NUMBER TA-OT -03-BW OR EQUAL 2.15.2.2. FOR CONSTANT PRESSURE UNES OF SYSTEMS CONNECTED TO A RECYCLED WATER SOURCE, TAPE SHALL BE PURPLE IN COLOR WITH THE WORDS, "CAUTION RECYCLED/RECLAIMED WATER LINE BELOW' IN 1" HIGH BLACK LETTERS. MODEL NUMBER TA-DT-D3-PRW OR EQUAL 2.15.2.3. FOR CONTROL WIRE NOT INSTALLED WITH A CONSTANT PRESSURE LINE, TAPE SHALL BE RED IN COLOR WITH THE WORDS, "CAUTION ELECTRICAL :)1L26/1.6 2ND CITY PLAN CHECK 05 19j1(14 __ --;3RD CITY PLAN CHECK INITIAL LINE BELOW" IN 1" HIGH BLACK LETTERS. MODEL NUMBER TA-OT -03-RE OR EQUAL. 2.16. WARNING AND VALVE/STATION IDENTIFICATION TAGS: 2.16.1. RECYCLED WATER IDENTIFICATION TAGS SHALL BE WEATHERPROOF PLASTIC3' X4", PURPLE IN COLOR WITH WORDS IN BLACK LETTERS READING, "CAUTION-RECYCLED WATER-DO NOT DRINK", IMPRINTED ON ONE SIDE AND 'PELIGRO .. AGUA IMPURA-NO TOMAR", PRINTED ON THE OTHER SIDE. 2.16.2. WARNING TAGS SHALL BE MODEL# ID -MAX-P2-RC006 MANUFACTURED BY T. CHRISTY ENTERPRISES, OR EQUAL 2.16.3. VALVE/STATION IDENTIFICATION TAGS FOR RECYCLED WATER SYSTEMS SHALL BE WEATHERPROOF PLASTIC 3" X 4", PURPLE IN COLOR WITH CONTROLLER AND STATION NUMBER PRINTED IN 1-118" HIGH BLACK LETTERS. TAGS SHALL BE MODEL# ID -STD-P1 AS MANUFACTURED BY T. CHRISTY ENTERPRISES, OR EQUAL 2.16.4. VALVE/STATION IDENTIFICATION TAGS FOR POTABLE WATER SYSTEMS SHALL BE WEATHERPROOF PLASTIC 3" X4", YELLOW IN COLOR WITH WORDS IN BLACK LETTERS READING, "POTABLE WATER USED FOR IRRIGATION -DO NOT DRINK", IMPRINTED ON ONE SIDE. ON THE BLANK SIDE THE CONTRACTOR SHALL PROVIDE THE CONTROLLER AND STATION NUMBER IN 1" HIGH, BLACK LETTERS/NUMBERS USING PERMANENT WEATHERPROOF INK. TAGS SHALL BE MODEL# ID -MAX-Y2-PW016 AS MANUFACTURED BY T. CHRISTY ENTERPRISES, OR EQUAL 2.16.5. WEATHERPROOF BLACK INK MARKER TO BE MODEL# 10-TAGPEN AS MANUFACTURED BY T. CHRISTY ENTERPRISES, OR EQUAL 2.17. SPRINKLERS: 2.17.1. SPRINKLER HEADS SHALL BE OF THE TYPES AND SIZES WITH DIAMETER (OR RADIUS) OF THROW, PRESSURE, NOZZLE DISCHARGE AND/OR OTHER DESIGNATIONS INDICATED ON THE IRRIGATION SPRINKLER HEAD LEGEND OF THE PLANS. 2.17.2. ALL SPRINKLER HEADS OF THE SAME TYPE AND SIZE SHALL BE OF THE SAME MANUFACTURER. HEADS SHALL BE EQUIPPED WITH ALL OPTIONS AND EQUIPMENT PER THE IRRIGATION SPRINKLER HEAD LEGEND. 2.17.3. ALL SPRINKLER HEADS SHALL BE EQUIPPED WITH A MANUFACTURER INSTALLED INTERNAL CHECK VALVE, WHEN AVAILABLE. 2.17.4. ALL SPRINKLER HEADS USED ON RECYCLED WATER SYSTEMS SHALL BE EQUIPPED WITH MANUFACTURER'S PURPLE COVERS. 2.18. DRIP EQUIPMENT (SEE IRRIGATION LEGEND, NOTES AND DETAIL DRAWINGS): 2.18.1. PRESSURE REGULATORS: 2.18.1.1. PRESSURE REGULA TING VALVE FOR DRIP SYSTEMS SHALL BE A PRESET DEVICE FOR THE DESIGN FLOWS. 2.18.1.2. PRESSURE REGULATOR SHALL BE CONSTRUCTED OF DURABLE HIGH-IMPACT, ENGINEERING-GRADE THERMOPLASTICS AND HIGH QUALITY STAINLESS STEEL COMPRESSION SPRING AND INTERNAL HARDWARE. 2.18.1.3. PRESSURE REGULATING VALVE SHALL BE AS SPECIFIED IN THE IRRIGATION LEGEND AND SIZED ACCORDING TO NOTES IN THE DETAIL DRAWINGS. A PRESSURE REGULATING VALVE MAY BE A SEPARATE COMPONENT OF THE DRIP CONTROL VALVE ASSEMBLY AS SHOWN IN THE IRRIGATION EQUIPMENT LEGEND. B. PRESSURE REGULATING VALVE MAY BE AN INTEGRATED COMPONENT OF THE DRIP CONTROL VALVE KIT AS DISTRIBUTED BY THE MANUFACTURER. 2.18.2. STRAINER I FILTER UNITS: 2.18.2.1. SCREEN FILTER FOR DRIP SYSTEMS SHALL BE A BASKETTYPE BODY ALLOWING FOR TOP ACCESS. SCREEN FILTER SHALL BE MANUFACTURED OF HIGH-IMPACT, ENGINEERING .. GRADE THERMOPLASTICS WITH POLYESTER MESH SCREEN ELEMENT WELDED TO A COLOR-CODED POLYPROPYLENE FRAME. COLOR CODING INDICATING MESH SIZE (ALL FILTERS TO HAVE WHITE ELEMENTS INDICATING 200 MESH). 2.18.2.2. SCREEN FILTER INLET AND OUTLET TO BE ATTHE BOTTOM OF THE BODY ALLOWING CONTINUOUS PROGRESSION OF INSTALLATION FROM VALVE TO SUBMAIN AT EQUAL ELEVATION. 2.18.2.3. SCREEN FILTER TO HAVE A PRESSURE DIFFERENTIAL INDICATOR ON THE TOP COVER 2.18.2.4. SCREEN FILTER SHALL BE SIZED ACCORDING TO NOTES IN THE DETAIL DRAWINGS AND LEGEND. 2.18.2.5. SCREEN FILTER TO BE MODEL QKCHK-075 OR QKCHK-100 AND BE AN INTEGRAL COMPONENT OF THE DRIP CONTROL VALVE ASSEMBLY. 2.18.3. DRIP LATERAL BLOW-OUT 2.18.3.1. DRIP LATERAL BLOW-OUT SHALL BE A MANUAL DEVICE FABRICATED AS DETAILED. MANUAL FLUSHING AT REGULAR INTERVALS WILL ALLOW HIGH FLOW VELOCITY FOR SEDIMENT REMOVAL. 2.18.4. DRIP LATERAL AIRNACUUM RELIEF VALVE: 2.18.4.1. DRIP SYSTEM AIRNACUUM RELIEF VALVE SHALL BE A TRUE VACUUM RELIEF APPURTENANCE. 2.18.4.2. DRIP LATERALAIRNACUUM RELIEF VALVE TOBE MODEL AR VALVE KIT AS MANUFACTURED AND DISTRIBUTED BY RAINBIRD. 2.18.5. DRIP TUBING (LATERAL): 2.18.5.1. DRIP TUBING SHALL BE CONSTRUCTED OF PREMIUM GRADE, LINEAR, LOW DENSITY, POLYETHYLENE RESIN WITH 2% CARBON BLACK ADDED OR U.V. PROTECTION. 2.18.5.2. DRIP TUBING SHALL BE WITH INTEGRAL PRESSURE COMPENSATING EMITTERS, PRE-INSERTED WITHIN THE TUBING INTERIOR DURING THE EXTRUSION PROCESS. 2.18.5.3. PRESSURE COMPENSATING EMITTERS SHALL OPERATE AT A WIDE RANGE OF PRESSURE 15 TO 60 PSI WHILE EMITTING WATER AT t/. 5% OF THE DESIGN DISCHARGE. 2.18.5.4. FOR SUBSURFACE INSTALLATIONS, THE PRE-INSERTED PRESSURE COMPENSATING EMITTERS SHALL BE MANUFACTURED WITH AN INTEGRAL COPPER CHIP LOCATED NEAR THE EMISSION POINT OUTLET, TO PROTECT THE ENTIRE SYSTEM FROM ROOT INTRUSION AND SUBSEQUENT EMITTER FOULING. TUBING TO BE MODEL XFS-06-12 OR, XFS-09-18 AS MANUFACTURED AND DISTRIBUTED BY RAINBIRD. 2.18.6. DISTRIBUTION TUBING: DISTRIBUTION TUBING FOR THE PLACEMENT OF EMISSION POINTS AWAY FROM THE ABOVE DESCRIBED DRIP TUBING SHALL BE .25" O.D. X .17' 1.0. CONSTRUCTED OF POLYMER ENHANCED POLYETHYLENE. TUBING TO BE MODEL XQ AS MANUFACTURED AND DISTRIBUTED BY RAINBIRD. 2.18.7. DRIP FITTINGS: ALL DRIP FITTING FOR THE JOINING OF DRIP TUBING SHALL BE FROM THE SAME MANUFACTURER AND AS RECOMMENDED BY THE TUBING MANUFACTURER. SEE THE DETAIL DRAWINGS. APPROVED £1'0 R PLANTING AND IRRlGi\TION ONLY, INCLUDil\TC~ PI~EClSE LOCAT101\l OF' PLANTING A.REJ~S. PRIOR TO OBTAINING OCCUPANCY THE LAND5CAPE ARCHITECT OF !"<ORK 5HALL REVIEVWIN5PECT THE PROJECT INCLUDING ALL AREA5 5URROUNDING EACH PHA5E AND 51.JBMIT THE "CERTIFICATE OF COMPLETION" FORM A5 AVAILABLE THROUGH THE CITY ( CITY FORM P25-D} "AS BUILT" DAT[ ,~C:\/ I EWED FJY: I~iSPECTOR DATE -~Tl I CIT_ .. y OF. -C_.A.RL.SBAD SHFF:IS L_~f_J _ ...... ?_ANN!NG 011/JSION 29 Ocean Point 7 )ATF INITIA·_ lA T[ IRRIGATION SPECIFICATIONS INI I IA'- I I -------__ i Carlsbad Ca 160 -4:34-2152 E)(piration Dote: 0-4/30/:i.017 ENGI\JFFR OF WOKK R[VISION D[SCRIPTION OTHER APPl~OVA_ Cl !Y A?;iROVAl. LANDSCAPE IRRIGATION SPECIFICATIONS PART 3 · EXECUTION 3.1. GENERAL: 3.1.1. PLANS ARE DIAGRAM MA TIC. ALL PIPING. VALVE BOXES, AND ASSOCIATED EQUIPMENT SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. GROUP VALVE BOXES TOGETHER AND LOCATE IN SHRUB AREAS, WHENEVER POSSIBLE. 3.1.2. UNLESS OTHERWISE INDICATED: CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF UNIFORM PLUMBING CODE 3. 1.3. PLANT MATERIAL INSTALLED PRIOR TO !RR!GATION: ALL 24" BOX SIZE AND LARGER SHALL BE PLANTED PRIOR TO THE INSTALLATION OF IRRIGATION PIPING WITHIN THE IMMEDIATE AREA. 3.1.4. WATER PRESSURE VERIFICATION AT EACH POINT OF CONNECTION, PRIOR TO INITIATING WORK, NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IF PRESSURE IS LESS THEN INDICATED ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR ALL FIELD REVISIONS IF OWNER'S AUTHORIZED REPRESENTATIVE IS NOT INFORMED OF DISCREPANCIES ANO ANY REQUIRED MITIGATION NOT CONSIDERED. 3.1.5. POINT OF CONNECTION: 3.1.5.1. ON NEW INSTALLATIONS· CONNECT TO EXISTING STREET SERVICE LINE DOWNSTREAM OF METERING DEVICE AT APPROXIMATE LOCATION INDICATED ON THE PLANS AND IN ACCORDANCE TO THE GOVERNING AGENCIES. 3.1.5.2. ON REFURBISHMENT OR RETROFIT INSTALLATIONS-CONNECT TO EXISTING IRRIGATION MAINLINE LINE APPROXIMATELY WHERE SHOWN. INSURE All CONNECTIONS ARE DOWNSTREAM OF METERING DEVICE AND REQUIRED BACKFLOW PREVENTlON DEVlCE IN ACCORDANCE TO THE GOVERNING AGENCIES. 3.1.6. FOR TECHNICAL ASSISTANCE DURING INSTALLATION CONTACT: FOR NEW CONTROL SYSTEMS· CONTACT THE CONTROLLER MANUFACTURER. FOR SUBSURFACE DRIP IRRIGATION· CONTACT RAIN BIRD (BOD) 458-3005. 3.l.7. SYSTEM DESIGN: 3.1.7.1. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO PROCEEDING WITH WORK UNDER THIS CONTRACT. 3.1.7.2. 14 DAYS PRIOR TO ANY EXCAVATION, THE CONTRACTOR SHALL NOTIFY THE UTILITY UNDERGROUND SERVICE ALLERT (DIG ALLERT) OF SOUTHERN CALIFORNIA AT 1-800-227-2600. AND SUBMIT ALL NECESSARY INFORMATION REGARDING THE PROJECT AND LOCATION. 3.1.7.3. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES SUCH AS POWER, TELEPHONE, DOMESTIC WATER, WATER, AND TILE DRAINS. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR WHEN EXCAVATING OR WORKING IN THESE AREAS AND COORDINATION AND COOPERATION BETWEEN THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR IS REQUIRED AS THE WORK PROGRESS TO THE AREA. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO REPRESENTATIVE AS WORK PROGRESSES TO UNDERGROUND UTILITY AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES. 3.1.7.4. SHOULD UTILITIES MARKED AND LOCATED OR, BE FOUND DURING EXCAVATION, THE CONTRACTOR SHALL IMMEDIATELY DISCONTINUE WITH WORK IN THE AREA, EXCEPT NECESSARY EMERGENCY WORK, TO REPAIR OR PREVENT DAMAGE AND PROMPTLY NOTIFY THE OWNER OF THE INCEDENCE AND TO OBTAIN INSTRUCTIONS. NO OTHER WORK SHALL COMMENCE INSTRUCTED BY THE OWNER OR OWNER'S REPRESENTATIVE. 3.1.7.5. FAILURE TO NOTIFY THE OWNER OF DISCOVERY OF SUCH UTILITIES OR DAMAGE THERETO WILL RESULT IN THE CONTRACTOR BEING LIABLE FOR ANY AND ALL DAMAGE CAUSED TO THE UTILITIES AS A RESULT OF HIS ACTIONS. 3.1.7.6. THE CONTRACTOR SHALL, BEFORE STARTING WORK ON THE SPRINKLER SYSTEM, CAREFULLY NOTE ALL FINISH GRADES IN ORDER TO SATISFY HIMSELF THAT HE MAY PROCEED WITH THE WORK, AND TO RESTORE FINISH GRADES TO ORIGINAL CONTOURS BEFORE COMPLETION. 3.1.7.7. THE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE, SHALL BE COORDINATED WITH THE LANDSCAPE DRAWINGS TO AVOID INTERFERING WITH THE TREES, SHRUBS, OR OTHER PLANTING. 3.1.7.8. LAY our SPRINKLER HEADS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCE BETWEEN SITE AND DRAWINGS. ANY SUCH DEVIATIONS IN LAYOUT SHALL BE WITHIN THE INTENT OF THE ORIGINAL DRAWINGS, AND WITHOUT ADDITIONAL COST TO THE OWNER WHEN DIRECTED BY THE OWNER, THE LAYOUT SHALL BE APPROVED BEFORE INSTALLATION. 3.1. 7.9. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT PREVIOUSLY UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST, THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 3.1.7.10. THE CONTRACTOR SHALL CONNECTTOTHE WATER SOURCE AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL VERIFY STATIC PRESSURE AS STATED ON THE PLANS PRIOR TO BEGINNING WORK. IF STATIC PRESSURE OR POINT OF CONNECTION DIFFER FROM THAT SHOWN ON THE PLANS, THE CONTRACTOR WILL PROMPTLY NOTIFY LANDSCAPE ARCHITECT BEFORE STARTING WORK. 3.1.7.11. THE ROUTING OF THE PRESSURE SUPPLY LINES AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC. LOCATE ALL PRESSURE SUPPLY LINES IN PLANTING AREAS. CROSS PERPENDICULAR UNDER PAVEMENT IN A SLEEVE AS DESCRIBED IN THESE SPECIFICATIONS. 3.2. BACKFLOW PREVENTER: 3.2. l. BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND THE REQUIREMENTS OF ALL GOVERNING AGENCIES, LOCATED AND AS DIRECTED ON DRAWINGS ADJACENT TO THE POINT OF CONNECTION, AND SHALL CONFORM TO ALL APPLICABLE HEALTH CODE AND ORDINANCE REQUIREMENTS. 3.2.2. BACKFLOW PREVENTER ASSEMBLIES SHALL BE LOCATED IN SHRUB AREAS WHERE POSSIBLE. EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE AND SHALL BE APPROVED BY THE GOVERNING AGENCY AND THE OWNER'S REPRESENTATIVE. 3.2.3. BACKFLOWPREVENTERASSEMBLIES FOR POTABLE WATER IRRIGATION SYSTEMS SHALL BE PAINTED FLAT BLACK. 3.2 4. BACKFLOW PREVENTER ASSEMBLIES FOR RECYCLED WATER IRRIGATION SYSTEMS SHALL BE PAINTED PURPLE 3.3. PRESSURE REGULATION DEVICES: 3.3.1. PRESSURE REGULATION DEVICES SHALL BE INSTALLED AS DIRECTED BY THE PLANS AND DETAIL DRAWINGS. 3.4. AUTOMATIC CONTROL SYSTEM: 3.4.1. AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN AND AS DIRECTED. CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POWER TO THE CONTROLLER FOR OPERATION AND TESTING PURPOSES. 3.4.2. CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN AUTOMATIC CONTROLLER ENCLOSURE. All WIRE SHALL FOLLOW THE PRESSURE MAIN INSOFAR AS POSSIBLE. 3.4.3. ELECTRICAL WIRING FOR 120 VAC POWER SHALL BE WITHIN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WIRJNG TO THE SUB-PANELS, CLOCKS, OR ELSEWHERE AS REQUIRED, IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT SWITCH SHALL BE INCLUDED WITHIN THE CONTROLLER ENCLOSURE. 3.4.4. EARTH GROUNDING SHALL BE CONNECTED VIA A FACTORY SUPPLIED COPPER GROUND LUG INSIDE THE CONTROLLER, FOR CONNECTION TO EARTH GROUND HARDWARE VIA 6 AWG (4MM DIA}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l.1. WHEN NOT ROUTED WITH MAINLINE, INSTALL STATION CONTROL WIRES AT LEAST 18" BELOW FINISH GRADE. 3.5.1.2. STATION CONTROL WIRE TO RUN THROUGH SLEEVES SHOWN ON THE DRAWINGS. PULL BOXES SHOWN AT CROSSINGS OF VEHICULAR PAVING ARE TO BE USED AS HAND-HOLES AND/OR SPLICE LOCATIONS. CONTROL WIRE CONDUIT SHALL BE SEPARATE FROM WATER LINES AND 120V ELECTRICAL SERVICE LINE. 351.3. ALL SPLICES, WHEN APPROVED FOR USE, SHALL BE ENCASED IN PRE-APPROVED WATERPROOF CONNECTORS MODEL# 3M DBY AS MANUFACTURED BY THE 3M COMPANY, 3.5.1 .4 END OF SPARE WIRES SHALL BE ENCASED IN A WATERPROOF CONNECTOR. 3.5.2. INSTALL COMMUNICATION CABLE FROM CONTROLLERJSATELLITETO FLOW SENSOR WITHIN 1" PVC SCH. 40 CONDUIT AS NOTED AND DETAILED AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE 3.5.2.1 SPLICES FOR FLOW SENSOR CABLE ARE PERMITTED ONLY ATTHE FLOW SENSOR WITHIN THE VALVE BOX. WATER PROOF CONNECTORS SHALL BE DBY SPLICE KIT AS MANUFACTURED BY THE 3M COMPNY. 3.5.8 1WO (2) SPARE CONTROL WIRES SHALL RUN ALONG EACH MAINLINE BRANCH TO THE FURTHEST VALVE MANIFOLD 3.6. FLOW, RAIN, MOISTURE SENSING DEVICE: 3.6.1. ALL SENSING DEVICES SHALL BE LOCATED AND/OR ARRANGED APPROXIMATELY AS INDICATED ON PLANS AND SUBJECT TO FIELD APPROVAL BY THE OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT. 3.6.1.1. IN GENERAL LOCATIONS SHALL BE AS FOLLOWS: IRRIGATION SUBMITTAL 3 051916 FLOW SENSING -LOCATED DOWNSTREAM OF MASTER CONTROL VALVE ON COMMON MAINLINE SECTION. RAIN SENSING· LOCATED TO PROVIDE A CLEAR VIEW OF THE SKY AND WHERE IT WILL NOT BE AFFECTED BY SPRAY FROM AN IRRIGATION SYSTEM. 3.6.2. ALL SENSING DEVICES SHALL BE INSTALLED PER MANUFACTURE'S DIRECTIONS, INSTRUCTIONS AND SPECIFICATIONS 3.6.3. EACH CONTROLLER ASSEMBLY SHALL BE EQUIPPED WITH ITS OWN RAIN SENSING DEVICE, UNLESS SYSTEM IS OPERATED BY A CENTRAL CONTROL SYSTEM. 3.6.3. EACH CONTROLLER ASSEMBLY SHALL BE EQUIPPED WITH ITS OWN FLOW SENSING DEVICE. 3.7. MASTER CONTROL I REMOTE CONTROL VALVE: 3.7.1. LOCATE AND INSTALL IN LEVEL GROUND WITHIN SHRUB AREAS, AT APPROXIMATE LOCATIONS AS SHOWN ON THE DRAWINGS. 3.7.2. INSTALLATION SHALL INCLUDE A PVC OR BRASS UNION ON THE DOWNSTREAM SIDE OF THE VALVE. ALL CONNECTIONS TO VALVES SHALL BE MADE HORIZONTALLY. 3.7.3. LOCATE MASTER CONTROL VALVE ON COMMON MAINLINE SECTION DOWNSTREAM OF THE BACKFLOW PREVENTION EQUIPMENT AND UPSTREAM OF THE FLOW SENSING DEVICE. 3.7.4. WHERE POSSIBLE, VALVES SHALL BE GROUPED TOGETHER IN A MANIFOLD DOWNSTREAM OF A MANIFOLD ISOLATION VALVE AS DETAILED AND SHOWN ON THE PLANS 3.8. QUICK COUPLING VALVES: 3.8.1. WHERE POSSIBLE, INSTALL QUICK COUPLING VALVES IN SHRUB AREAS, AT APPROXIMATE LOCATIONS AS SHOWN ON THE DRAWINGS. 3.8.2. QUICK COUPLING VALVES SHALL BE INSTALLED WITHIN A VALVE BOX AS DETAILED AND SPECIFIED IN PART 2. VALVE AND BOX SHALL BE LOCATED TO AlLOW APPROXIMATELY 12 /NCH CLEARANCE FROM VALVE BOX TO PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. 3.8.3. QUICK COUPLING VALVES ON RECYCLED WATER SYSTEMS MUST BE SUCH THAT ACCESS AND OPERATION CAN BE ACCOMPLISHED ONLY WITH A SPECIAL ACME THREADED KEY. 3 9. MAINLINE ISOLATION VALVES (BALL VALVE OR GATE VALVE)' 3.9.1 WHERE POSSIBLE, INSTALL ISOLATION VALVES IN SHRUB AREAS, AT APPROXIMATE LOCATIONS AS SHOWN ON THE DRAWINGS. 3.9.2. ISOLATION VALVES SHALL BE INSTALLED TO ISOLATE INDIVIDUAL VALVES OR VALVE MANIFOLDS AND/OR SECTIONS OF THE IRRIGATION MAINLINE. 3.9.3. ISOLATION VALVES SHALL BE INSTALLED TO SECTION THE IRRIGATION MAINLINE INTO MANAGEABLE AREAS, TO LIMIT DRAINING OR COMPLETE SHUT-DOWN OF MAINLINE DURING REPAIRS. 3.10. NON-PRESSURE LATERAL LINE ANTI DRAIN VALVES: 3.10.1. PROVIDE MANUFACTURER'S INSTALLED ANTI-DRAIN VALVES IN ALL POP-UP SPRINKLER HEADS. 3.10.2. WHERE MANUFACTURER'S INSTALLED ANTI-DRAIN VALVES ARE NOT AVAILABLE INSTALL ANTI-DRAIN VALVES ON POP-UP SPRINKLER SWING JOINT ASSEMBLY OR THE RISER BELOW THE HEAD FOR SHRUB HEADS ON RISERS. 3.10.3. ADDITIONAL IN-LINE ANTI-DRAIN VALVES SHALL BE INSTALLED WHEREVER NECESSARY TO PREVENT LOW HEAD DRAINAGE AFTER THE SYSTEM IS SHUT OFF. 3.11. MANUAL AND ANTI-SIPHON VALVES: 3.11.1. MANUAL AND ANTI-SIPHON CONTROL VALVES SHALL BE INSTALLED AS DIRECTED BY THE PLANS AND DETAIL DRAWINGS. 3.12. VALVE AND PULL BOXES: 3.12.1. INSTALL NO MORE THAN ONE VALVE PER BOX. 3.122. VALVE BOXES SHALL BE INSTALLED ON LEVEL GROUND WITHIN PLANTED AREAS ADJACENT TO PAVED SURFACES WITH CLEARANCE AS DETAILED, WHERE POSSIBLE. 3.12.3. VALVE BOXES SHALL BE SET AT HEIGHTS AS FOLLOWS: IN SHRUB AREAS· TOP OF COVER SET ONE INCH ABOVE FINISH GRADE. IN TURF AREAS· TOP OF COVER SET ONE-HALF INCH ABOVE OR EVEN WITH FINISH GRADE IN All CONDITIONS· TOP OF COVER SET NO HIGHER THAN ADJACENT PAVING SURFACE 3.12.4. ON THE INSIDE SURFACE OF EACH REMOTE CONTROL VALVE BOX, PULL BOX AND QUICK COUPLING BOX, WRITE THE VALVE DESIGNATION NUMBER IN PERMANENT BLACK MARKER OR PAINT. DO NOT WRITE ON VALVE BOX LID. 3.12.5.ALL VALVE BOX LIDS SHALL BE MARKED TO IDENTIFY INCLUDED EQUIPMENT AS SHOWN IN THE VALVE BOX ID. DETAIL DRAWING. 3.12.6. IN ADDITION TO THE "E" IDENTIFICATION FOR A PULL BOX, WHERE PULL BOXES ARE LOCATED AT STREET CROSSINGS, THE CONTRACTOR SHALL STAMP OR ETCH THE LETTER "E" INTO THE IMPROVEMENT DIRECTLY OVER THE SLEEVE. 3.12.7. WHEN CONTROL WIRE IS SPECIFIED TO BE INSTALLED WITHIN CONDUIT, PULL BOXES SHOULD BE INSTALLED AT NO MORE THAN 250' FEET APART (WITH 3' LOOP IN EACH BOX) AND AT EACH CHANGE OF DIRECTION TO FACILITATE INSTALLATION. 3.13. INSTALLATION OF PIPE: 3.13.1. INSTALLATION OF POLYVINYL CHLORIDE PIPE: 3.13.1.1. BECAUSE OF THE FRAGILE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. 3.13.1.2. THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USED AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. 3.13.1.3. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNLESS SUCH DENT OR DAMAGED SECTION IS CUT OUT AND PIPE REJOINED WITH A COUPLING. 3.13.1.4. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-EDGED OBJECTS. 3.13.1.5. PIPE ENDS AND FITTINGS SHALL BE WIPED WITH "MEK" PRIMER, OR APPROVED EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. All FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS MATERIAL BEFORE FITTING AND GLUING TOGETHER. 3.13.1.6. PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. 3.13.1.7. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR SITE OBSERVATION DURING TESTING. 3.13.1.8. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL SITE OBSERVATION HAS BEEN COMPLETED AND A PERIOD OF ATLEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. 3.13.1.9. PLASTIC TO METALJOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. 3.13.1.10. PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. 3.13.1.11. SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATIONS. 3.13.1.12. PROVIDE MINIMUM OF 6" OF CLEARANCE BETWEEN PIPES SHARING THE SAME TRENCH. 3.13.1.13. ALL SLEEVES FOR INSTALLATION OF PIPE, WIRE OR WIRE CONDUIT UNDER PAVING SHALL RUN CONTINUOUSLY UNDER THE PAVED AREA AND EXTEND A MINIMUM OF 12 INCHES PAST EDGE OF HARDSCAPE. SEE DETAIL DRAWINGS. 3.13.2. INSTALLATION OF METALLIC PIPE: 3.13.2.1 CUT BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OF BURRS SO SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. 3.13.2.2. CAREFULLY AND SMOOTHLY PLACE THREAD LUBRICANT ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. 3.13.2.3. USE DIELECTRIC FITTINGS AT CONNECTION WHERE PIPES OF DISSIMILAR METAL ARE JOINED. 3.13.3. EXCAVATION OF TRENCHES: 3.13.3.1. EXCAVATE TRENCHES, PREPARE SUB GRADE, AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECWIED. 3.13.3.2. TRENCH DEPTH, MEASURED FROM FINISH GRADE TO TOP OF PIPE, FOR IRRIGATION PIPE LINES SHALL BE AS FOLLOWS: 3.13.3.3. R.W. AND PW. PRESSURE LINE: 2-112" I.D. PIPE AND SMALLER 18" MIN. 6" AND LARGER 30" MIN. PRIOR TO OBTAINING OCCUPANCY THE LANDSCAPE ARCHITECT OF V>!ORK SHALL REYIEVWINSPECT THE PROJECT INCLUDIN6 ALL AREAS SURROUNDIN6 EACH PHASE AND SUBMIT THE "CERTIFICATE OF COMPLETION" FORM AS AVAILABLE THROUGH THE CIT( ( CITY FORM P25-D ) -----------·- 3.13.3.4. RECYCLED NON-PRESSURE LINE: 2-112" 1.0. PIPE AND SMALLER 12" MIN. 3" AND LARGER 18" MIN. 3.13.3.5. POTABLE NON~PRESSURE LINE: 2-112" ID. PIPE AND SMALLER 12" MIN. 3" AND LARGER 18" MIN. 3.13.3.6. R.W. AND P.W, PRESSURE LINE IN SLEEVE: UNDER VEHICULAR PAVING 36" MIN. UNDER PEDESTRIAN PAVING, WALLS OR DRAINAGE FEATURES 18" MIN. 3.13.3.7. R.W. AND P.W. NON-PRESSURE LINE IN SLEEVE: UNDER VEHICULAR PAVING 36" MIN. UNDER PEDESTRIAN PAVING, WALLS OR DRAINAGE FEATURES ·J8" MlN. 3.13.3.8. ELECTRICAL AND COMMUNICATION CABLE IN SLEEVE: UNDER VEHICULAR PAVING 36" MIN. UNDER PEDESTRIAN PAVING, WALLS OR DRAINAGE 18" MIN. 3.13.4. SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE (1) INCH DIAMETER, DEBRIS, AND LITTER PRIOR TO USE AS BACKFILL. 3.13.5. REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. 3.13.6. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMP SOIL AROUND PIPE AND THOROUGHLY COMPACT ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. 3.13.7. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS. PROVIDE BACKFILL UNDER, AROUND AND ABOVE TOP OF PIPE FOR PVC PLASTIC PIPE AND BRASS PIPING. 3.14. CONCRETE THRUST BLOCKS AND SUPPORTS: 3.14.1. THRUST BLOCKS AND FOOTINGS SHALL BE FORMED AND PLACED ON NINETY-PERCENT (90%} MINIMUM COMPACTED OR UNDISTURBED SUB GRADE. CONSTRUCT TO SHAPES SPECIFIED AND PARALLEL TO WALKWAYS. TOOL FINISH EXPOSED SURFACE. 3.15. WARNING/IDENTIFICATION TAPE: 3.15.1. WARNING/IDENTIFICATION TAPE SHALL BE INSTALLED ON ALL ONSITE POTABLE AND RECYCLED LINES AS CALLED FOR IN SECTION 15000. 3.16. RECYCLED WATER WARNING AND VALVE/STATION IDENTIFICATION TAG: 3.16.1. PROVIDE AND INSTALL AS DIRECTED BY THE PLANS AND DETAIL DRAWINGS AND AS REQUIRED BY THE DISTRICT. 3.16.2. RECYCLED WATER WARNING TAG SHALL BE INSTALLED AS DIRECTED BY THE PLANS AND DETAIL DRAWINGS AND AS REQUIRED BY THE DISTRICT. 3.16.3. VALVE/STATION IDENTIFICATION TAG SHALL BE INSTALLED AS DIRECTED BY THE PLANS AND DETAIL DRAWINGS. 3.17, SPRINKLER HEADS; 3.17.1. All SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. 3.17.2. SHRUB HEADS ON RISERS ARE NOT PERMITTED ADJACENT TO PAVING SURFACES, HEADERS, ATTOP OF RETAINING WALLS, IN FRONT OF PROJECT SIGNAGE OR IN TURF AREAS. 3.17.3. TOP OF POP-UP SPRINKLER HEADS SHALL BE INSTALLED FLUSH WITH ADJACENT PAVING SURFACE. 3.17.4. POP,UP SPRINKLER HEADS SHALL BE INSTALLED APPROXIMATELY FOUR INCHES AWAY FROM ANY PAVING SURFACE. IN SHRUB AREAS, WHERE POP-UP SPRINKLER HEADS ARE LOCATED ATTHE HEAD ON A PARKING STALL, POP-UP SPRINKLERS SHALL BE LOCATED EIGHTEEN INCHES FROM BACK OF CURB. 3.175. SPRINKLER HEADS SHALL BE LOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS, WINDOWS, WALLS AND All OTHER NON-DESIGNATED USE AREAS. 3.17.6. SPRINKLER HEADS WITHIN THE SAME CIRCUIT SHALL BE OF THE SAME MANUFACTURER AND SERIES AND HAVE A UNIFORM PRECIPITATION RATE. 3.17.7. SPACING OF SPRINKLER HEADS SHALL NOT EXCEED MAXIMUM DISTANCES AS INDICATED IN THE IRRIGATION LEGEND. 3.178. ADJUST NOULES ARCS AND PRESSURE COMPENSATING DEVICES TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT TO DO SO. 3.18. DRIP IRRIGATION EQUIPMENT: SEE DETAIL DRAWINGS. 3.18.1. PRESSURE REGULATORS: 3.18.1.1. PRESSURE REGULATING SHALL BEAN INTEGRAL PART OF THE DRIP IRRIGATION CONTROL VALVE ASSEMBLY INSTALLED WITHIN A VALVE BOX AS DETAILED. 3.18.2. STRAINER/FILTER UNITS: 3.18.2.1. SCREEN FILTER SHALL BEAN INTEGRAL PART OF THE DRIP IRRIGATION CONTROL VALVE ASSEMBLY INSTALLED WITHIN A VALVE BOX AS DETAILED. 3.18.3. DRIP LATERAL BLOW-OUT: 3.18.3.1. DRIP LATERAL BLOW-OUT SHALL BE CONTRACTOR FABRICATED AS DETAILED. 3.18.3.2. DRIP LATERAL BLOW-OUT SHALL BE INSTALLED AT HYDRAULIC END POINTS (SINGLE DRIP LINES OR EXHAUST MANIFOLDS} WITHIN VALVE BOX AS DETAILED. 3.18.4. DRIP LATERAL AIR/VACUUM RELIEF VALVE: 3.18.4.1. DRIP LATERAL AIRNACUUM RELIEF VALVE SHALL BE INSTALLED AT LOCAL HIGH POINTS TO ALLOW AIR TO ENTER THE LATERALS UPON SYSTEM SHUT-DOWN TO ELIMINATE A VACUUM CONDITION THAT MAY DRAW CONTAMINATION INTO THE SYSTEM. AS SHOWN ON THE DRAWINGS THESE VALVES ARE PLACED ON, AT OR, NEAR MANIFOLDS SO THAT ALL LATERALS CAN "SEE" THE VACUUM RELIEF. 3.18.4.2. DRIP LATERAL AIRNACUUM RELIEF VALVE SHALL BE INSTALLED WITHIN VALVE BOX AS DETAILED. 3.18.5. DRIP TUBING (LATERAL): 3.18.5.1. DRIP TUBING FOR SUBSURFACE IRRIGATION OF DENSE SHRUB AND/OR GROUND COVER PLANTINGS SHALL BE INSTALLED IN A GRID NETWORK WITH EMISSION POINT AND LATERAL SPACING AS LISTED IN THE IRRIGATION LEGEND, AS ILLUSTRATED BY THE PLANS AND DETAIL DRAWINGS AND AS NOTED. 3.18.5.2. INSTALLATION METHOD: A. DRIP TUBING CAN BE PLACE AND SECURED TO PREPARED AND FINISHED GRADE MINUS 4.5" THEN COVERED TO SPECIFIED DEPTH WITH APPROVED TOP SOIL. B. DRIP TUBING CAN BE SECURED TO BOTTOM OF SHALLOW "SLIT' TRENCHES THEN COVERED TO SPECIFIED DEPTH WITH APPROVED TOP SOIL. C. INSTALLATION OF TUBING IS CRITICAL AND AT ALL TIMES DURING INSTALLATION MUST BE PROTECTED TO ABSOLUTELY PREVENT INTRODUCTION OF DEBRIS. D. AFTER DRIP TUBING INSTALLATION AND BEFORE ATTACHMENTTO INLET AND/OR EXHAUST MANIFOLDS OR TO AIR VACUUM RELIEF VALVES TUBING TO BE PROTECTED BY CONTRACTOR CHOSEN METHOD OF KINKING OR PLUGGING OF EXPOSED ENDS. 3.18.6. DISTRIBUTION TUBING: DISTRIBUTION TUBING SHALL BE USED TO LOCATE EMISSION POINTS AS DETAILED. TUBING SHALL BE PROVIDED WITH 4" OF SOIL COVER AS NOTED. 3.18.7. DRIP FITTINGS: ALL DRIP FITTING FOR THE JOINING OF DRIP TUBING SHALL BE INSTALLED SO THAT TUBING BUTTS TO THE STOP AS INSTRUCTED BY THE MANUFACTURER. 3.18.8. DRIP STAKES OR STAPLES: DRIP STAKES OR STAPLES FOR SECURING DRIP TUBING SHALL BE INSTALLED SO THAT NO TUBING BECOMES KINKED AS INSTRUCTED BY THE MANUFACTURER 3.19, FLUSHING SYSTEMS: 3.19.1. AFTER PIPING AND RISERS ARE IN PLACE, BUT PRIOR TO THE INSTALLATION OF THE SPRINKLER HEADS, A FULL HEAD OF WATER SHALL BE USED TO FLUSH OUT THE SYSTEM. AFTER SYSTEM IS THOROUGHLY FLUSHED, CAP ALL RISERS. 2ND CITY PLAN CHECK -----3RD CITY PLAN CHECK 3.20. TESTING: 3.20.1.1. TESTING SHALL BE CONDUCTED IN THE PRESENCE OF CITY AND WATER DISTRICT INSPECTORS ANO THE LANDSCAPE ARCHITECT AS REQUIRED. NOTIFY APPROPRIATE PARTY IN WRITING WHEN TESTING Will BE CONDUCTED. 3.20.1.2. PRIOR TO BACKFILL OF TRENCHES EACH CIRCUIT SHALL BE TESTED FOR CONTINUITY. 3.20.1.3. TESTING OF CONTROL WIRE AND/OR COMMUNICATION CABLE· 3.20.1.4. PRIOR TO BACKFILL OF TRENCHES EACH CIRCUIT SHALL BE TESTED FOR CONTINUITY. 3.20.1.5. EACH CONTROL WIRE AND/OR COMMUNICATION CABLE SHALL BE TESTED FOR LEAKS TO GROUND WITH AN OHM METER AFTER EACH INTERCONNECT CIRCUIT HAS BEEN INSTALLED AND CONNECTIONS HAVE BEEN MADE NO CIRCUIT CHECKING LOWER THAN 1 MEGA OHM WILL BE ACCEPTABLE. 3.20.1.6. THE CONTRACTOR WILL OBTAIN WRITTEN VERIFICATION OF THE WIRE CONTINUITY TEST SHALL BE FROM THE GREENTECH DIVISION OF JOHN DEERE LANDSCAPE AT NO ADDITIONAL COST. 3.20.2. TESTING OF PIPE- 3.20.2.1. ALL PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 125 LBS. PER SQUARE INCH AND ALL NON PRESSURE LINES SHALL BE TESTED UNDER THE EXISTING STATIC PRESSURE AND BOTH BE PROVEN WATERTIGHT. (CONTRACTOR TO SUPPLY ALL HYDROSTATIC TEST EQUIPMENT NEEDED FOR TESTING.) 3.20.2.2. TEST PRESSURE SHALL BE SUSTAINED lN THE LINES FOR NOT LESS THAN FOUR HOURS. IF LEAKS DEVELOP, THE JOINTS SHALL BE REPLACED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEM IS PROVEN WATERTIGHT. 3.20.2.3. PRESSURE TEST SHALL BE OBSERVED AND APPROVED BY CITY AND WATER DISTRICT INSPECTORS, LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO BACKFILL. BACKFILLING TRENCHES PRIOR TO INSPECTION WILL NOTBE ALLOWED AND ALL PREMATURELY FILLED TRENCHES SHALL BE SUBJECT TO REOPENING AS DIRECTED BY THE LANDSCAPE ARCHITECT. 3.20.3. TESTING OF SYSTEM PERFORMANCE (COVERAGE TEST)• 3.20.3.1. OPERATIONAL TESTING SHALL OCCUR AFTER BACKFILL IS IN PLACE, AND SPRINKLER HEADS ADJUSTED TO FINAL POSITION. PERFORMANCE WILL ILLUSTRATE COMPLETE COVERAGE (HEAD-TO-HEAD} WITHOUT OVERSPRAY. 3.20.3.2. AFTER COMPLETION OF LANDSCAPE WORK, CAREFULLY ADJUST HEADS SO THEY WILL BE FLUSH WITH LAWN AREAS OR NOT MORE THAN 1' ABOVE FINISH GRADE IN GROUNDCOVERAREAS. AT NO TIME WlLL SPRINKLER HEAD OR VALVE BOX BE ABOVE ADJACENT CURB OR PEDESTRIAN PAVING. 3.21. SITE OBSERVATION VISITS BY THE ARCHITECT: 3.21.1. IN ALL CASES WHERE SITE OBSERVATION VISITS OF THE IRRIGATION SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR SITE OBSERVATION OF THE ARCHITECT, CITY INSPECTOR OR THE OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PARTY AT LEAST THREE (3) WORKING DAYS IN ADVANCE OF THE TIME SUCH SITE OBSERVATION AND/OR WHEN DIRECTION IS REQUIRED. 3.21.2. SITE OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OFTHE WORK: 3.21.2.1. UPON INSTALLATION OF SLEEVES, MAINLINES AND LATERAL LINES; WHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED. 3.21.2.2 UPON INSTALLATION AND TESTING OF VALVES, QUICK COUPLERS, DEVICES, AUTOMATIC CONTROLLERS, AND CONTROL VALVES AND WIRES. 3.21.2.3. WHEN THE SPRINKLER SYSTEM IS COMPLETED PRIOR TO PLANTING, THE CONTRACTOR, IN THE PRESENCE OF THE CITY INSPECTOR AND ARCHITECT, SHALL PERFORM A COVERAGE TESTTO DETERMINE IF THE COVERAGE OF WATER AFFORDED THE LAWN AND PLANTING AREAS IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES. 3.21.2.4. FINAL SITE OBSERVATION VISIT BY THE ARCHITECT AND PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL SITE OBSERVATION OF THE SPECIFIED LANDSCAPE MAINTENANCE PERIOD WORK. 3.22. IRRIGATION SYSTEM MAINTENANCE 3.22.1. GENERAL IRRIGATION SYSTEM MAINTENANCE· 3.22.1.1. AS A STANDARD PRACTICE, THE IRRIGATION SYSTEMS SHALL BE MAINTAINED IN A CONTINUOUS AND PROPER WORKING CONDITION FOR THE ENTIRE MAINTENANCE PERIOD 3.22.l.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE IRRIGATION SYSTEMS IN A PROPER WORKING CONDITION AT All TIMES. THIS INCLUDES, BUT IS NOT LIMITED TO: A. CONTINUOUSLY MONITORING AND ADJUSTING THE SPRINKLERS TO INSURE PROPER COVERAGE, WHlLE AVOIDING OVER-SPRAY B. INSURING PROPER OPERATION OF ALL IRRIGATION APPURTENANCES C. MONITORING, ADJUSTING AND RECORDING IRRIGATION SCHEDULING, AS REQUIRED. D. RESPONSIBLY APPLYING WATER EFFICIENTLY AND BELOW THE WATER DISTRICT"S "MAXIMUM APPLIED WATER ALLOWANCE" (MAWA), AS PROVIDED IN THE APPROVED PLANS. 3.22.1.3. AS SHRUBS MATURE, RISERS MAY NEED TO BE USED TO EXTEND OVER THE TOP OF THE SHRUBS OR GROUND-COVERS TO PROVIDE PROPER COVERAGE. 3.22.1.4. SHRUBS MAY NOT BE PRUNED TO ACCOMMODATE IRRIGATION COVERAGE BEING BLOCK BY FOLIAGE. THE CONTRACTOR SHALL SUBMIT A CHANGE ORDER TO THE OWNER FOR APPROVAL, IF ADDITIONAL SPRINKLERS ARE REQUIRED TO PROVIDE ADEQUATE COVERAGE. 3.22.1.5. THE MAINTENANCE FOREMAN SHALL HAVE THE EXPERIENCE AND KNOWLEDGE TO OPERATE AND REPAIR ALL EQUIPMENT SPECIFIED ON THIS PROJECT. THIS INCLUDES SPRINKLERS, APPURTENANCES AND THE IRRIGATION CONTROL SYSTEM. 3.22.2. IRRIGATION REPAIRS & REPLACEMENTS 3.22.2.1. IRRIGATION COMPONENTS WILL REQUIRE ROUTINE REPAIR, ADJUSTMENTS AND REPLACEMENT. REPAIRS TO ANY IRRIGATION SYSTEM SHALL BE DONE IN ACCORDANCE WITH THE ORIGINAL INSTALLATION DETAILS. 3.22.2.2. ALL MATERIALS USED IN REPAIRS ARE TO OF THE SAME MAKE AND KIND AS ORIGINALLY INSTALLED. 3.22.2.3. SUBSTITUTIONS SHALL NOT BE ALLOWED UNLESS THE ORIGINALLY SPECIFIED EQUIPMENT HAS BEEN DISCONTINUED BY THE MANUFACTURER. ANY PROPOSED REPLACEMENT EQUIPMENT FOR DISCONTINUED IRRIGATION MATERIALS MUST ADHERED TO THE ORIGINAL DESIGN CRITERIA, MAINTAINING COVERAGE UNIFORMITY, FLOW RATES ANO PRECIPITATION RATES. All PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE. 3.22.3. WATER USE 3.22.3.1. THE CONTRACTOR IS LIMITED BY THE "MAXIMUM APPLIED WATER ALLOWANCE", AS DICTATED BY THE GOVERNONGAGENCY AN/OR ILLUSTRATED BY THE IRRIGATION PLANS. 3.24. MAINTENANCE PERIODS 3.24.1. ALL AREAS PROPOSED TO BE MAINTAINED AS PART OF A HOME OWNER'S ASSOCIATION OR PRIVATELY MAINTAINED, SHALL BE MAINTAINED FORA PERIOD OF NO LESS THAN NINETY DAYS. 3.24.3. THE MAINTENANCE PERIOD SHALL BEGIN ON THE FIRST DAY AFTER ALL OF THE WORK (AS DEFINED IN THE CONTRACTOR'S SCOPE OF SERVICES), IS COMPLETE AND ACCEPTED WITH WRITTEN APPROVAL FROM THE OWNER'S REPRESENTATIVE 3.24.4. THE CONTRACTOR'S MAINTENANCE PERIOD WILL BE EXTENDED WHEN IT IS OFTHE OPINION OF THE OWNER'S REPRESENTATIVE THATTHE CONTRACTOR HAS NOT FULFILLED THEIR MAINTENANCE RESPONSIBILITIES, AS DEFINED IN THEIR CONTRACT. THE CONTRACTOR WILL BE RESPONSIBLE (AT THEIR EXPENSE), FOR THE ADDITIONAL MAINTENANCE REQUIRED UNTIL THE AREA IS IN AN ACCEPTABLE CONDITION, AS DETERMINED BY THE OWNER'S REPRESENTATIVE IN ACCORDANCE WITH CONTRACTURAL STANDARDS. ;\PPROVED FOR PLANTING AND IRRIGATION C)NLY, lNCLUDING PRECISE LOCATION OF PLi\NTTNG AREAS. SHFFT "AS BUILT" R[Vl':1CD BY: INSPECTOR 'JATC ~l1B.L16 05 19 161 . --------23 Carlsbad Ga 160 -434-2152 \}'NDSC4'( 0c"-" ,--=~ ~ ,c WI(;, 'Pq: $ % ~ kt ""°'' · /, ~-' !_ -~~4 -z.1 [--~~-+- --+--·~-+--~ * \\,:9~==r.'c'* ''--.-✓ Expiration Date:CM-/J0/2017 ENG!l\::ER OF WORK Ocean Point IRRIGATION SPECIFICATIONS APf'R0V[D Di\11::. INITI.Al D/\ IE !NI IIAL REVISION :.;::SCRIPTION OTICR APPROVAL CITY APPROVAi. AF CQ CL cs TT A af aw ab Ae Ar Av F Bg b Py Pw As X H Bb C=:::J SL R T E E L. E D E N D ~--SEE NOTE #23 ON SHEET 24 FOR COYER IN THESE AREAS ---~ BOTANICAL. NAME COMMON NAME Agonis flexuosa 'After Dark' Amber SIZES II COMMENT 24"box 11 G Bou FL.ANTING-NOTES Cupressus quadalupensis Cupressus 'Lemon Yellow' Cupressus sempervirens 'Monshel' Tipuana tipu Washingtonia filifera Blue Rocket Yellow Cypress Tiny towers-Cypress Tipu Tree California Fan Palm standard 24"box 2 foliage to ground 15gallon 12 full growth 15gallon 17 full growth 24"box 6 standard & high branching 1 O ft bt 1 0 matched; skinned trunks s H u s L.EDG-EN D BOTANICAL. NAME COMMON NAME SIZES II COMMENT BOL.D FORM -FOLIAGE/FL.OV'lER GOLOR Agave americana 5gal Agave 'Blue flame' 1 O" pot Agave titanite white ice 1 O" pot Agave attenuata 'Blue Boy' 5gal Aloe Excelsa Rubroviolacea Vaombe 15gal 3gal 3gal 10gal 27 deep blue foliage 58 bluist foliage 12 quality clump 44 bluist foliage 2 2 2 1 photo sample -............................. --········· -..... .. . . ........ 7 ::iYM ct * J lb mr me p p st ha Chondepetalum tectorum Dianella 'Cassa Blue' Cape Rush Juncus inflexus 'Blue Arrow' Blue Arrow Rush Lomandra longifolia 'Breeze' Spiny headed Rush Muhlenbergia rigens Deer Grass Muhlenbergia capillaris Pink Muhly Pennisetum spathiolatum Slender Veldt Grass Pennisetum X advena Rubra Strelitzia reginae Hesperaloe parviflora 'Yellow' Birds of Paradise Yellow Yucca GROUND GOYERS -LIMITED PLANTING ill§:§ Cistantha grandiflora 'Jass Time' ~ Vinca minor (70% of area Dwarf Periwinkle 1gal 1gal 5gal 1gal 1gal 5gal 1gal 1gal 5gal 1gal 54 69 39 86 135 55 37 53 18 100 Plugs 18" o.c. Flats 12" oc. * lLl lLl \fl ® :. ®l 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 {T'i A ! A r +.CIT i>>> t<<· ! ➔ + + . ' . ' 5 gal l3Aabf IO 1n 25 Pen Adv I gal ?---~·,_ Soil Test #1 of 3 (' 58 Hes Alo 28 I gal A on flex 2411box Fucraea 5 gal 8 A a bb 5gal 1. 4, 5. 6, 7, 8, "I, 10. 11. Furcraea foetida 'Medipicta sport' Bougainvillea glabra Bougainvillea 'Raspberry Ice' Phormium tenex 'Yellow Way' Phormium tenex ' Wildwood' 5gal 83 Max Yellow Foliage ~ random mix) Liriope spicata (30% of area) Creeping Lily Turf plugs 36" o.c. 7l / =c-' r. ' .r.:-i~·-··__,'-/--· -.!-------"=~ 12. SHADE TOLERANT PLANTS Asparagus densiflorus 'Myersii' Aspidistra elatior Cast Iron Plant Heuchera ' Santa Ana Cardinal' Alum root LEAF PLANTS Berberis 'Golden Abundance' Calliandra haematocephala Salvia leucantha 'SB' Rosmarinus 'Blue Spires' Powder Puff AF 5gal 5gal 5gal 15gal 5gal 1gal 1gal 5gal 15gal 5gal 5gal 12 large clump 10 staked vert./ tie to tree 28 full clump 25 full clump 84 full clump 30 full clump 60 'Palace Purple' 2 3 47 8 espalier on trellis ** ~ ~ Sencecio talinoides Mandraliscae + + + ' + ...... Sesleria autumnlis • + + + 'Greenlee' MATCHLINE SEE SHEET -25 Juncus 14· 5 gal 5 qal . . ./ / • · /As. 1d1stra 30 /. I gal Heuchera GQ r gal l5qil Chalk fingers Flats 12" o.c. * Autumn Grass plugs 12" o.c. "'7>n...=· G Pens a I gal 3 A ave a"ll). 5,/gpl \ -----------'•... _E>r o7, e·r·t· I/ I/ ~ ~ . "-./,/)',{, I\ : I\ Phorm WW f------A-., I 5 gal \•, I ",, I I I I •. 20 Muhlen Cap As 5 gal· ' ara us 30/ 5 .. g~I . . . / / / /' / }to A. ;:iw{ bf ro 1n 5 A ave bb 5gal I··on·ftex -§ ... 2:•• 2.411box Ip: ··-·---- ~"-• Cu uad 2 15. , 9 Wash cal \· ·· ·· ·· ·+G·ft-·B-T····· I . ! I • Ii ' ,, I• ,, ,, 1: :1 I• \ I A 14. 19 A ave am I . I L :25FT 5 gal IO Bou 5 gal R.L. <25 Pen Adv , I gal !_11-2 Hes Alo yellow (\ I gal 15. 16. ,!---'.......-e,-. Soil Test #2 of 3 3D Fucraea 5 gal G Bou 5 gal 8 A ave am 5 gal June 24 2016 FL.ANTING-FL.AN SPECIAL NOTE: 400 1" = :2~ NORTH '1i Ii 1. PRIOR TO OBTAINING OCCUPANCY THE LANDSCAPE ARCHITECT OF V'lORK SHALL REYIEVVINSPECT THE PROJECT INCLUDING ALL AREAS INCLUDING SUR.ROUNDING EACH PHASE AND 5UBHIT THE "CERTIFICATE OF GOHPLETION" FORH AS AVAILABLE FR.OH THE CITY (CITY FORM P25-D) PRIOR TO BIDDING THE JOB, THE CONTRAGTOR SHALL VISIT THE SITE AND BECOME FAMILIAR V'IITH CONDITIONS UNDER V'IHIGH V'IORK SHALL BE DONE. GONTRAC TOR SHALL IMMEDIATELY UPON THE AJl'IARD Of THE GONTRAGT, ORDER, LOGATE AND PURCHASE (OR HAYE HELD) ALL PLANT MATERIAL REQUIRED BY THESE FLANS AND SFEGIFIGATIONS. THE PLANTING FLAN IS DIAGRAMMATIG, AND ALL LOCATIONS ARE AFFROXIMA TE. CONTRAGTOR SHALL REYIEV'l CIVIL ENGINEERING FLANS FOR ALL GURBS, RETAINING V'IAL.LS, DRAINAGE AND GRADING. ALL. V'IORK SHALL. BE IN ACCORDANCE Y'llTH THE REQUIREMENTS Of THE GOVERNING AGENGIES. THE GONTRAGTOR SHALL. REVIEY'l SFEGIFICATIONS AND FL.ANTING INSTALLATION FLANS BEFORE STARTING l"IORK. THE CONTRAGTOR SHALL. PROTECT IN FLAGE ALL. EXISTING PLANTER AREAS 4 FL.ANT MATERIAL. AS INDICATED ON THE FL.ANS OR AS SPECIFIED BY THE L.A. IN THE FIELD. LOGATION 4 DEPTH Of ALL SITE UTILITIES SHALL BE DETERMINED PRIOR TO COMMENCEMENT OF Y'lORK GRADING AND UTILITY INFORMATION PROVIDED HAS NOT GUARANTEE Of BEING Ac.GURA TE. CONTRAGTOR SHALL VERITY AND LOCATE UTILITY L.OGATIONS TO HIS A=EFTANCE. CONTRACTOR SHALL. BE RESPONSIBLE FOR REPAIRS OF ANY EXISTING CONDITIONS DAMAGED AS A RESUL. T OF NEGL.IGENGE OF HI$ CREY'l, SEE SFEGIFIGATIONS, GONTRACTOR SHALL NOTIFY OY'lNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE EXISTING CONDITIONS OR Y'llTHIN THE FLANS PRIOR TO BEGINNING V'IORK. OY'lNER'S REPRESENTATIVE SHALL APPROVE ALL. FINISH GRADING PRIOR TO PLACEMENT OF ANY PLANT MATERIAL., SEE SFEGIFICATIONS. PRIOR TO PLANTING IRRIGATION FOR THE PLANTING AREA SHALL BE FULLY OPERATIONAL. ALL DRIP SYSTEMS EMITTERS SHALL BE INSTALLED AND Y'lORKING THE SAME DAY Of SHRUB PLANTING. CONTRACTOR SHALL GERMINATE Y'lEED SEEDS AND BERMUDA GRASSES, ALL. IRRIGATIONS SYSTEMS SHALL. BE OPERATED FOR A TV'IO Y'lEEK PERIOD. ALL EMERGING GROY'lTH SHALL HAVE A COMMERGIAL POST EMERGENT CONTAGT HERBIGIDE APPLIGATION PER MANUFAGTURE'S DIREGTIONS, (ROUNDUP OR APPROVED EQUAL). AFTER APPLIED, ONE ADDITIONAL Y'lEEK SHALL PASS TO ALLOV'l THE HERBIGIDE TO DISSIPATE BEFORE THE START Of PLANTING, SEE SPEGIFIGATIONS. SOIL AMENDMENTS NOTED HERE AND IN THE SPEGIFIGATIONS ARE FOR BIDDING PURPOSES ONLY. FINAL AMENDMENTS V'IILL BE BASED ON SOIL TEST. IN GARLSBAD SOIL TESTING SHALL COMPLY Y'llTH SEGTION 4.F IN THE LANDSGAFE MANUAL. THE CONTRAGTOR SHALL FURNISH TO THE ARCHITECT V'IITH SOILS TEST REPORTS MADE FROM SURFACE AND SUBSURFAGE (18" BELOY'l GRADE) BY AN APPROVED AGRIGUL TURAL LAB. THREE SOIL SAMPLE LOGATIONS ARE NOTED ON THE PLANTING PLANS. THE REPORT SHALL INGLUDE PH, N-F-K, SAR ECE, BORON LEVELS AND SOIL PARTIGLE SIZE AND TEXTURAL EVALUATION. ARGHITEGT SHALL REYIEY'l THESE REPORTS PRIOR TO COMMENGEMENT OF SOIL PREPARATION OR PLANTING AND RECOMMEND ADJUSTMENTS TO THE CONTRAGTOR If REQUIRED. CONTAGTOR TO NOTE SFECIFIG SOIL PREPARATION FOR PLANT MATERIALS NOTED Y'llTH AN ASTERISK *IN LEGENDS, SEE SFEGIFIGATIONS. THESE PLANTING AREAS SHALL BE FULLY AMENDED STARTING Y'llTH BEING RIPPED TO A DEPTH OF 12" IN TY'lO DIRECTIONS. AFTER AREAS THAT HAYE BEEN RIPPED HAYE APPROXIMATE FINISHED GRADES ESTABLISHED THESE AREAS SHALL BE BE GONDITIONED AND FERTILIZED FER THE JOB SPEGIFIGATIONS. 19, 20. 21. 22. 23. 24. ALL PLANTS SHALL BE INSTALLED PER DETAILS, NOTES AND SFEGIFIGATIONS PROVIDED IN THESE PLANS. PLANTS NOTES V'IITH A STAR * IN LEGENDS SHALL RECEIVE MYGORRHIZAE AS NOTED IN THE SPEGIFICA TIONS. BAGKFILL FOR THESE PLANTS SHALL OMITE ADDING FERTILIZER, PLANTS PROVIDED FOR THE JOB SHALL NOT BE ROOT BOUND, SEE SFEGIFICATIONS. STAKE OR GUY TREES FER NOTES AND DETAILS, REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOGK. MAINTAIN SIDE GROV'ITH ON ALL TREES. PLAGE PLANTS NO CLOSER THAN 48" TO SPRINKLER HEADS. ALL GROUND COVERS SHALL BE GUARANTEED BY THE CONTRAGTOR AS TO GROY'lTH AND HEALTH FOR A PERIOD OF SIXTY DAYS FOLLOY'llNG COMPLETION Of THE MAINTENANGE PERIOD AND FINAL ACCEFTANGE Of THE PROJECT BY THE OY'lNER OR THE OV'INER'S REPRESENTATIVE. THE CONTRAGTOR, Y'llTHIN 15 DAYS Of NOTIFICATION BY THE ARGHITEGT OR OV'INER SHALL REMOVE AND REFLAGE ALL GUARANTEED PLANT MATERIALS Y'lHIGH FOR ANY REASON FAIL TO MEET THE ORIGINAL PLANS, AND ALL, AND ALL SUGH REPLAGEMENT MATERIALS SHALL BE GUARANTEED AS SPECIFIED FOR THE ORIGINAL MATERIAL GUARANTEE. ALL TREES SHALL BE PLANTED OUTSIDE ANY FUBLIG UTILITY EASEMENTS, OR TO AVOID UTILITIES Y'llTH THE FOLLOY'llNG DIMENSIONS FROM THE SPECIFIC UTILITIES: SEY'lER -10 FT: V'IATER SERYIGE -10 FT: FIRE HYDRANT -10 FT; STREET LIGHT -10FT. CONTRAGTOR SHALL NOTIFY OV'INER'S REPRESENTATIVE FOR INSFEGTION AT THE fOLLOY'llNG TIMES, SEE SPEGIFIGATIONS: + PRE-CONSTRUGTION MEETING + IRRIGATION -MAINLINE PRESSURE TESTING + IRRIGATION -FLOY'l SENSOR 4 MASTER VALVE INSTALLATION + IRRIGATION -DRIP SY5TEM INSTALL 4 TESTING Of FIRST 3 SYSTEMS AND ORTOY'l SPRAY HEAD OR ROTOR HEAD LAYOUT+ IRRIGATION -OFERATINAL SHAKEDOY'lN FOR FULL SYSTEM+ HARDSGAFE -BED FLAGEMENT 4 PREPARATION FOR ROGK AND OR COBBLE, + PLANTING -PERCOLATION TEST, RIPPING/TILLING 4 SOIL AMENDING + PLANTING -PLANT MATERIAL APPROVAL +PLANTING· BACKFILL BATCHING+ STAKING Of KEY TREES/SHRUBS + PLANTING -REYIEY'l Of TREE PLANTING FITS 4 SUMPS + PLANTING -SHRUB SPOTTING FOR KEY /TYFIGAL AREAS +POST· INSTALL COMPLETNESS REYIY'l -PUNGH LIST START OF ESTABLISHMENT MAINTENANCE PERIOD + POST -AGGEPTANCE Of ESTABLISHMENT 4 FINAL A=EFTANGE ALL TREES PLANTED Y'llTHIN 6 FT. OF HARDSGAPE SHALL HAYE A ROOT BARRIER INSTALL FER DETAIL, NOTES. ALL BARE SOIL SHALL RECEIVE A COYER OF ORGANIG MULGH S INGHES DEEP. CONTRAGTOR IS RESPONSIBLE TO MAINTAIN ALL AREAS IN A V'IEED 4 DEBRIS FREE CONDITION THROUGHOUT THE MAINTENANCE PERIOD, SEE SFEGIFICATIONS. CONTRAGTOR TO V'IALK THE SITE AND LOGATE ALL AREAS Y'lHERE UNV'IANTED BERMUDA 'TYPE GRASSES ARE GROY'llNG, DURING EARLY Y'lORK Y'iA TER AND FERTILIZE THESE AREAS TO ENCOURAGE GROV'ITH Of 6 INGHES PLUS THEN HIT Y'llTH HERBICIDE TO ERADIGATE. USE ONLY A GRANE OPERA TOR THAT HAS PROVEN EXPERIENGE IN MOVING AND POSITIONING LARGE PALMS. ALLOY'l AMPLE TIME TO UNLOAD AND FLAGE ALL PALMS. MAKE EVERY ATTEMPTED TO DO PALM l"IORK MID V'IEEK ALLOV'IING EXTRA TIME IF NEEDED. COORDINATE EACH PALM PLANTING V'IITH THE ARCHITEGT. ALL FERTILIZERS TO BE ADDED POST PLANTING. KEY HAP expires 4-30-201, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUIL T1' TITLE ________ _ DATE REYIEl"IED BY: INSPECTOR DATE ;~~,~~11~ ~ CITY OF CARLSBAD ~ ~r-T~~~---+--+--t-+-1 A ~ 6-28-1 4TH CITY R.EYIEV'! ~='""°=:'....'.:::====F=LA=NN=l=N=G=D=l=Y=IS=IO=N=====-::::::='=~ DATE INITIAL DATE INITIAL DATE fNITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPF:.OV AL CITY APPROVAL Ocean Point APPROVED PLANNING DWN BY: .. WDG CHKD BY: . WDG RYY'lD BY,. WDG PROJECT NO. PD16-03 DRAW1NG NO. 492 -IL I I --I-______ pro re rt y _ I, n_e __ I / I/ ;-------- ( / , __ , ___ _ SEE NOTE 1'23 ON St!EET 24 FOR COYER IN THESE AREAS 0 J,1/};! ___ ---------------------------------------------------------------------------( Cu mon3 )S gal _ / Call1andra esp9lie,r-I 5 gal I l-_~,J iJ -Lemand:ra 58/-I i j Muhlen Ca 5.g!ll . - 30 - / As~-E;e'.~~G1~WIJc8~----~ .5 gal -/ SEE NOTE 1'23 ON SHEET 24 FOR COYER IN THESE AREAS ------ KEY MAP Fi ' ' I ' ' ' ' ' ' I ' 2 Fucraea 5 gal 4A ave-w1 IO in 2 A ave BB 15 gal I 4 Chrond tee I gal / 14 A a bb f,gaL/ 7 A a bf -_Juncus I I 5 gal ' ' ' I ' ' ' I I ' ' ' 'r ' ' ' ' I I ' ' ' ' ' ' ' cu Y5gal. Strel1tiz1a G / --C-_m9n/ G _-u_ -1?/gal .Juncus 5 5 gal I A. on flex 2 Aloe rubr6v - 3 gal/ • 24"box IO A a bb IO in 5 gal . ::J L. ; mdn 2 I Sg;c?11 ' Aloe!vambe 3 gal1 -' ,. - CL _ ® F C cu VI Lemandra I gal IO A a bf IO 1n ' Al_oe_tubrov 3gal Muhlen Ca_ 5 5.gal //)~f-;;• /~:©~W-~~V@@ :{----_A9~ @ \ ( @ c @ ®@c.9© .. 'i'</ 000 ! \ @ @@ © @@@ -\:,_ -.· ./ \..._ .·.•./ . ' I t A -- 1 fc~ .._ ____ .,., -------'-<~. •.£'"~1,: '. Node 'A1 ';0' i ,,----. A . . ' + + • + F ' ~WJW;-e: ---;'= "~~ on flex 3 _______ L I I I .I I 22 Chrond tee I gal Strel:1t1z1~ 8 24"box -. i I I 1. 2. '3. 4. ROOT BARRll"'R. PR.OTEGTING AD.JACENT HARDSCAPE. PLACE BARRIER l"!ITHIN 7 FEET OF TREE TRUNK. DEPTH AS NOTED, MINIMUM DIMENSION 15 1B INCHES. PEA GRAVEL, FULL LENGTH OF BARRIER AD.JACENT HARDSCAPE. SLOPE FLOOR T TUBES @5% ' ' / I I IRRIGATION / TUBES----+-' -i;,"--;,©r \ ROOTBALL I PLANTING PIT \ TREE PIT ~-------DRAIN GRATE ~--EARTH BERM FINISH GRADE ---------------_______ , -'---------------------------·-------------------------------------,. ______________ _, ---------·----------------g'11 I ---T-,l-J,;;f~;,c.'---DUCT TAPE HOLES WITHIN 6"0F FINISH GRADE ' A r----~---------- ' ' ' ' ' I ' ' ' ,-_, ' i ' ' ' ' ' I ,_ 23! D1anefla I ' ' I -t-,: __ , '·•: mi &! I gal 0)i ,:r,i ~ m! A or:i flex 4 ' ~ii C1 -lt3 --~, ~-: fl)] ,;",j 1;,;j -' ailb am 5 :p gal I 4: Fucraea '5 gal ' ' ' ' • ' ' ' : ·, ,_ --,' I I ' ' Aloe excelsa 3 gal ' I '-~~~~­--- ·-- A F,_ F AF -- fJtii~1' __ ~---! : ··1 ' : i i ' i 18 Fhorim WW i 15 ~al G Fhdrm YW '5 al Strelit1z1a 4 i ' I 8 Chrond tee I gal rnon 2 - "Asc::i--::..::::.:_c::::::.,_:::_us"--1'=3"'_ G==-·_/ gal 2 i i 4 Cu lemon f:5gaj_/ / S [;ccicraea / / 5 gal 10 Juncus 5 gal 17 / l/ga( / / / / ""7&0·-~-•/::.·_,_, _,-::~,- 15 i~'-@ . . Q0 // ' .. ---@)/ __ / 5 gal Fens a I gal C=r'" '•i ,::,·~"-'""Si) . -~--:/ /' :;•·< ' --,' --->. ·-. / i /' ---/ -' -/ -. -No~e:( 'C;c-·-- 20 Muh . l ·-r---------------~--o ~ij------PERFORATED DRAIN PIPE ' ' i _, -------;- ' ' -,:-------:------·,----, I ' ' ' ' ' : • --t-------~-------~-------; ------~--------L----•·--I ' ~--~•-I/ 1: 1: " (\J 1--lU lU s C H E D u L E BOTTOM OF PLANT Pl f DRAIN TO SUMPS 0 ;_:.:. SIZE & QUANTITY PER SCHEDULE 0 ••• 0 jH,-----Gl::OTEXT!LE DRA!N 'SOCK' 0 :>i------PLANT PIT 0 <· i--i~- ' ' ' ' ' ' 1\ ' i ------•-:c---~---------------~ 0 ! '-~ : ·-· ' i ! i ' ... ill,:• i ' ' ' ' : ' i ' ' ' ' ' ' I U) I/ lLl I' lU ' U) I, lU z 9 Fhorm YW T1 0 81 I\ I I I I I I 5 gal 24"box ' I . ' ' I ' i I .~----------------------------------------------~----~-------------------~ ' ' I I I I 7' I (\j I 1-- 1 tu I lU I :C I Ul I lU I lU I Ul I tu IZ I I I I I I I I I I I I I 4 I I I 1. PALM TRUNK -PLUMB VERTiGAL lJNLE'SS NOTID OTHERJt'(ISE ;2_ PALM FRONDS -TIE VERTIGAL JAllll-, ORGANIC TY'IINE UNLESS NOTED OTHEP!Ali5E ON PLANS -t-LEGEND. I I I I I I 3. R.OOTBALL -5ET ON FIRM SOIL 4. BREATHER TUBE/ SUMF' -SEE DETAIL 5. BACKFILL Y'llTH 100% V'l,.!,,,SHED 5AND. 6. IRRIGATION TUBE -Y'iHEN GALLED FOR ON IRRIGATION P'...AN. I. FE:RTILIZER TABLETS -SEE 5f"ECIFICATIONS, 8. BUILD TEMP. BERM TO HOLD INITIAJ....~TER!NG. "l 3" OF ORGANIG MULCH (UNLESS IN TURF) ·--1--· 10. PLANTING PiT -Y'liDTI-/ ROOTBALL PLUS 18 /NGHS ALL SIDES. I 718' -~~'fi!t--J -@ .. 1 PLANTING PIT -FOR HORIZANTAL DIMENSIONS SEE PIT DETAIL DEFTI-+ q;,<>,& OF ROOT'BALL HEIGHT SETTfNW BASE OF TRUNK 2" ABOVE FINISH 6'-1.ADE. 2. TR.l':ES TIES-SET LOOS!=: TO ALLCY'I r,,IINQR TRUNK MOVEHENT. ADD TI-+IRD TIE TO 5MAL..L. CALIPER TREES. 3. 3" OF OR6ANIG MUL.GH (UNLESS IN T',;RF) 4. AMENDED BACKFILL MIX PER ;?;PEC.. 5. FERTILIZER TASS -SEE SPEC-5. 6, BR.EATHER TUBE/ SL:MF -SEE DETAJL. 1. IRRIGATION TUBE -PER PLAN 4: FIT DETAILS 8, AOD EA~TH 6E.R.M TO HOLD INITIAL 1"1ATERIN6 9 ADD TRUN;<;. GUN-SD If PLANTED IN HOV'\ED T:.JRF. 10. REMOVE , REGYC.L.E ALL NURSERY ST.-.i<ES DIA LODGEPOLE PINE STAi<ES -DRIVEN OJTSIDE ROOTBt'.LL INTO NATNE SOIL - SET 90' TO PREVAILING BREEZE 1. RECTANGLE PL-ANTING PIT -DEPTH f:-QUAL.. TO 95% OF ?CloTSALL HEIGHT; FOR HORZONAL. DIMENSIONS -SEE PIT PLANTING DEfAILS. 2. IRRIGATION TUBES -SEE IR.RiGATiON FV-N ¢ DIAGRA'-1. 3 BREATHER TVBE -SEE DETAIL 4 SUMP -SEE DETAIL. 5. ROOTBA.LL. b. FERTILIZER TABLETS -SEE SPECIFICATIONS 1. :3" TEMF"ORARY BERM TO HOLD E$TA6-L:SHMENT Y'{ATERING. B. AMENDf:D BAGl<.FILL PERSF'EGIFIGATiONS. 9. :3 -4" F"EELER POLE DEADMAN w/ 112x4" EYE SOLT. 10 11. 12 113 REBAR 15" LONG. Gi,iYiNG CABLES -"ARBORTIE" SEE SPECS. 3" LAYER OF ORGANIC, MULGH_ 13. SLOPE PIT TO TUBES. 14. TRi,iNk GUARD IF PLANTED IN MOVED TlJRF. 15. SET ROOTBALL 50 CROV'!N IS 2" ABOVE FINiSH GRADE. PLANT SIZE 15 GALLON 24" BOX 36" BOX 48" &+ BOX PALMS SUMPQUTY. (1) 3" PIPE (1) 4" PIPE (2) 4" PIPE (2) 4" PIPE UP TO 10FT BT (1) 4" PIPE 11-20FTBT (2)4"PIPE B&B PALMS (2) 4" PIPE SUMP DEPTH 3' DEEP 4' DEEP 4" DEEP 4' DEEP 4' DEEP 4'DEEP 4' DEEP BREATHER TUBE SUMP DEPTH PER SCHEDULE 0 ~-----314" CRUSHED ROCK SUMP BACKFILL (NO ROCK JN PIPE 1. PLANTER PIT -~IDTH -ex R-001'6AW. DEPTH -1-1/2X P<.OOTElALL- 2. ,._MENDi';D B,._CKFI-L MX FCR =uU:NT5 -PicR 5P-i.:G. 3. C.OSS-E -SEE FLAN 4 F::RT. T,._B5/~GORRS,<,~ -Pi=R ::,Pl:C,5_ 5 R;'.:GOMP,•,c:rt:""D AM:"NDE'D -::O'L 6. 5ET CROViN ::1" AE30Yl= 6RAD::' S.DP::: F,~. OF ""_ANTE'R@ 3% TO EDGES SUCCULENT PLANTING PIT -Y"\IDTH ax ROOTBALL; -DEPTH 1-1/2.X-ROOi'SALL. 2. R.ECOMPAGTED AMENDED SOIL. 3. ROOffiALL 5ET PLT. BASE 1" ABOVE GRADE. 4 .-.MENOED 6AC.l<FILL MIX PE"-:. SPEC-, 5. FERTILIZER TABS -PER SPEGIFIGATIONS &. TEMPO:-<.A~Y BERM TO HOLD ESTABUSHMENT Vo!ATE:R.ING SHRUB "AS BUILT" TITLE _________ _ DATE !~,~p/~ p . --, ~~~ -~~~~~------__ ,_ ____ ---~~~~~.::---:::~---_ __ _ ____ _ ____________ .lc_g2L ___ ,-___ C,~-_,, - -·. _, / ,-✓• /f ~,-~-:;_~:·~~~ p PALM PLANTING TREE STAKING TREE GUYING APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIEJAIEDBY, -.· . /( . 7 A a bb 5 Salvia I 2 Fhorm YW IO 1n 5 gal 5 gal Pl-ANTING P!..AN SPECIAL NOTE: 1. PRIOR TO OBTAINING OGGUPANCY THE LANDSCAPE ARCHITECT OF V'IORK SHALL REVIEJAVINSPECT THE PROJECT INCLUDING ALL AREAS INCLUDING SURROUNDING EACH PHASE AND SUBMIT THE "CERTIFICATE OF COMPLETION" FORM AS AVAILABLE FROM THE CITY (CITY FORM P25-D) .June 24 2016 NORTH expires 4-30-2011 INSPECTOR DATE 4-26-1 2NDCITYREYIEV'! ~ CITY OF CARLSBAD ~ ~5~-1~9~-1~6+--+~SRD~~C~l~TY'-"R~E~Y~IEl'l"-'----------+---+---1---+--t ~ ~ 6-28-1 4TH CITY REYIEl'I ::==-'=:.=====P=LA=N=N=IN=G=D=IY=l=S=IO=N====:.===-~I Ocean Point l-----+--+------------------+---t----l---+----11 :~:::: --1~ ~-r~~ ~b~~~d :=;::::::::::;::;:::::::::;;:;;::;;:=:;-;::=====:::;-;:::==~ DWN BY: __ WDG PROJECT NO. DRAWING NO. CHKD BY: WDG PD16-03 492 -IL RVl"!D BY, WD_\, _ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHE:R APPROVAL. CITY APPROVAL . / ~ ... _.. ',.' . : ·-· :-. .. ECHEVERIA Nod 4 ..,uµ.,..., I gal SEATING NODE: 'S' BUILDING 5421 I ALOE Hercl IO gal BUILDING 5411 OPIOPGON N1 9 I gal SANSEVIERIA 8 I gal SEATING NODE: 'A' ECHEVERIA Ruf 7 I gal ECHEVERIA Nod 8 I gal BUILDING 5441 7 HEUCH Carmel I gal G HEUCH Obs1d I gal . G H EUCH Carn I gal 9 JUNCUS pat 5 gal - 9 ACORUS gram I gal SEATING NODE: 'C' PL.ANTING PL.AN -SEATING NODES PL.ANTING L.1:Gl:ND SYH A B C D E F G H BOTNANICAL NAME Ac.orus gramineus 'Ogon' Aeonium arboreum 'Atopurpurpeum' Aeonium ·sunburst' Aloe herc.ules Echeveria Nodulosa Ec.heveria 'Ruffles' Ec.heveria 'Topy Turvy' Heuc.hera x 'Carmel' Heuc.hera x ·carnival Limeade' COMMON NAME Sweet Fag SIZE 1 gal 1 gal 1 gal 10 gal Fainted Ec.heveria 1 gal 1 gal 1 gal 1 gal 1 gal HEUCH Carn G I gal H EUCH Obs1d G 4 KNIPHOFIA I gal AEON/UM Ato I gal 7 /I I REMARKS full c.lump good c.olor good c.olor -t gal HEUCH Carmel 7 I gal ----------------- SYH J K L BOTNANICAL NAME Heuc.hera x 'Obisidian' Heuc.hera x 'V'latermelon· June.us inflexus 'Blue Arrow· Kniphofia uvaria 'Roc.kette' photo for approval Full c.lump N Yerllow· Ophiopgon planisc.apus 'Nlgresc.ens· Full c.lump Full c.lump Full c.lump Full c.lump 0 F Santolina virens 'Lemon Fuzz' Sandevieria trifasc.lata 'Laurentii' SANTOLI NA v1r 2 I gal HEUCH Water 5 _ I gal COHHONNAHE SIZE 1 gal 1 gal Blue Arrow Rush 5 gal Poker plant 1 gal Blk Hondo Grass 1 gal 1 gal Yellow snake Flt. &"pot 3 . , ,- REMARKS Full c.lump Full c.lump Full c.lump Dwarf yellow Full c.lump Full c.lump good c.olor strong growth . . -F- u-u-u- ~ <( ....I Dl , , . / , I '. : 131.,IDG 5.451 • / ,. . , I I /i , . -~~ ..... , ..... ... , -, . ·. -:·· : ,. ~ . . . , ~/ /",' / ,' ,··. , ElLDiS 5,421 . . / ,• _,, . . ' / . . . -.. , , . ElL!?G,54'4(: / , / . / r,/·//'' / / ,,' / ,. ~,.. -. -~-.. ·•· :.: ' 'C,' , PHASE TY'IO PHASE ONE / / / : i I 1 : ; ·, I I I . l . SEATING NODES KEY PL.AN BACKFILL •2 AROUND PLANT ROOTBALLS FERTTAB--~1 ' . I -11 ' --! ! - BACKFILL •1 Y'IATER IN AND COMPACT TO A FIRM BASE TO LIMIT SE'TTLING -.-11'-;- -, I 11 i I [ ,,J---------- BUILDING 5451 r 4 JUNCUS Pat 5 gal. I 2 H EUCH Obs1d I gal SPADE UP 6" OF NATIVE SOIL BELOV'l PLANTE'R . ::.::1 11 :: 1 · - , , ---· ··, --------r I ·· 7 I HEUCH Carnd 9 I gal GOBBLE GOVE 4" 6" PLANTS ROOTBALL-R~~~""' PL.ANTING NOTES BACKFILL ALL PLANTER JAIITH HIX FER SPECIFICATIONS, MOISTEN AND COMPACT SOIL BELOJAI ROOTBALLS TO MINIMIZE LATENT SETTLING. RAISE SOIL LEVEL SO THE TOP OF THE ROOTBALL SITS JUST ABOVE FINISH GRADE. SEATING NODE 'D' I) lftl~ <l;-<,) ,__<J '<},,"-WI ltr 0 1/l '-1,. & lo ~14-·, a:: •.;,, /4:': ,, fl *· '1a-OF ='~ expires 4---30---2011 4---2&---1 2ND C.ITY REVIEl"l APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE ______ _ DATE' REVIEV'IED BY, INSPEGTOR DATE' 5---19---1& 3RD C.ITY REYIEV'! fSH:EEYl CITY OF CARLSBAD ~ f----+---t--------------t---"T-------t--1-"-7 ~ PLANNING DIVISION ~ ~=:'...=========:::'....'::=~ DA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Ocean Point OWN BY: _ _W_DG CHKD BY: __ \'l'QG __ _ RVV'!D BY,_ WDG PROJECT NO. PD16-03 DRAWING NO. 492---IL SECTION 02910 LANDSCAPE FINISH GRADING AND SOIL AMENDMENT PART 1 GENERAL 1.01 RELATED DOCUMENTS A. THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAM AS THOUGH WRITTEN HEREIN. 1.02 SCOPE OF WORK A. FURNISH LABOR, MATERIALS. AND EQUIPMENT TO PLACE IMPORTED TOPSOIL, PREPARE SOIL FOR PLANTING. AND TO FINISH GRADE AS DESCRIBED HEREIN AND UPON THE DRAWINGS. B. WORK NOT INCLUDED: ROUGH GRADING AND STORM DRAINAGE. 1.03 RELATED SECTIONS A. B. SECTION 02810 -IRRIGATION SYSTEMS SECTION 02930 -TREES. SHRUBS, AND GROUNDCOVER C. SECTION 02920 -HYDROSEEDING & SEEDING 1.04 REFERENCES A. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) B. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) 1.05 SUBMITTALS A. C. D. E. F. PRODUCT SUBMITTALS -SUBMIT THE ITEMS IDENTIFIED BELOW FOLLOWING THE PROCEDURES PRESCRIBED UNDER SECTION 01330 SUBMITTALS. PARTIAL OR INCOMPLETE SUBMITTALS ARE NOT ACCEPTABLE AND WILL BE RETURNED WITHOUT A REVIEW, 1. ORGANIC SOIL AMENDMENTS -SUBMIT SAMPLES AND PRODUCT SPECIFICATION NOT MORE THAN 30 DAYS OLD. SPECIFICATION SHALL INCLUDE PARTICLE SIZE EVALUATION, TOTAL NITROGEN (N), AMMONIA (NH4-N, NITRATE (NO'.l-N), ECE, PH, MICRO NUTREIENTS, AND METALS. 2. INORGANIC CONDITIONERS, FERTILIZERS, AND CHEMICALS -SUBMIT PRODUCT LITERATURE AND SPECIFICATIONS. AGRICULTURE SOIL TESTS -SUBMIT ANALYSIS REPORT AND RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL TO THE CITY FOR APPROVAL CERTIFICATIONS -SUBMIT COPIES OF CERTIFIED LANDSCAPE TECHNICIAN (CLT) REGISTRATION FOR FOREMEN PERFORMING WORK ON THIS PROJECT. COSTS FOR SAMPLING, TESTING OR INSPECTION OF MATERIALS ARE INCLUDED IN BID, AND COPIES OF INSPECTIONS, CERTIFICATES, AND TESTING RESULTS SHALL BE FURNISHED WITHOUT ADDITIONAL SCOST TO THE OWNER SUBSTITUTIONS -FOR MATERIALS THAT DIFFER FROM A SPECIFIED BRAND OR PRODUCT, SUBMIT SAMPLES, PRODUCT SPECIFICATIONS, AND PRODUCT LITERATURE. FOLLOW PROCEDURES AS PRESCRIBED UNDER SECTION 01610 SUBSTITUTIONS. 1.06 EXPERIENCE AND QUALIFICATIONS. A. THE CONTRACTOR SHALL EMPLOY CERTIFIED LANDSCAPE TECHNICIANS (CL T) WITH THE CALIFORNIA LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR LANDSCAPE INSTALLATION WORK. 1.07 RESPONSIBILITY A. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TOT HE WORK, AND SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE WORK SHALL BE PROTECTED AND MAINTAINED THROUGHOUT THE CONTACT PERIOD, INCLUDING DURING SUSPENSION OF WORK, AND UNTIL FINAL ACCEPTANCE OF THE WORK CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED IMPROVEMENTS INCLUDING ACTS OF VANDALISM, THEFT, AND GRAFFITI REMOVAL. REPAIRS OR REPLACEMENTS SHALL BE AT LEAST EOUAL TO ORIGINAL CONDITION OF THE EXISTING IMPROVEMENT, AND SHALL MATCH IN FINISH AND DIMENSION. PRIOR TO STARTING THE WORK OF THIS SECTION, VERIFY THAT PREVIOUSLY INSTALLED WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN ACCORDANCE WITH THE DESIGN, PERTINENT CODES, REGULATIONS, AND PORTIONS OF THE REFERENCED STANDARDS C. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT. D. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. PART 2 PRODUCTS 2.01 A. SOIL AMENDMENTS/ FERTILIZERS/ MYCRORHIZAE ORGANIC MATERIAL 1. BULK MATERIAL E.G. WOOD RESIDUAL OR RICE HULLS, pH OF 5.5 TO 6.5; SALINITY OF 3.0; ORGANIC MATTER MORE THAN 90% (DRY WEIGHT BASIS) NITROLIZED WITH NITROGEN CONTENT OF 0.5 TO 0.8 PARTICLES PASSING A½ INCH SCREEN, PRODUCT SHALL BE NON-HAZARDOUS, AND CONFORM TO U.S. EPA 40 CFR 503 CRITERIA FOR CLASS"A" PRODUCT. B. C. SOIL CONDITIONER I FERTILZER 1. TRI-C HUMATE OR PREMIUM HUMATE, SHALL CONTAIN 40% ORGAINIC MATTER, 40% CARBON AND 40% HUMIC ACIDS. 2. SHALL BE GRANULAR TRI-C 6-2 -4, 5% SULFUR W/20% HUMIC ACIDS. IT SHALL BE FREE FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE MINIMUM AVAILABLE PERCNTAGES: NITROGEN SULFUR 6.00% 5.00% HUMIC ACIDS 20.00 % POTASSIUM 4.00% PHOSPHORUS 2.00% MANUFACTURED BY TRI-ENTERPRISES, CHINO CA, (800) 927-3311. 3. SOIL CONDITIOPNER, GRANULAR, TRI-C HUMATE PLUS, SHALL CONTAIN 25% HUMIC ACIDS. IT SHALL BE FRE FLOWING, SUTIABLE FOR APPLCIATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE MINIMUM AVAILABEL PERCENTAGES: CALCIUM 7.00% SULFUR 5.00% 4. FERTILIZER (COMMERCIAL) SHALL BE A GRANULAR, FREE FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD. NITROGEN 6.00% MINIMUM PHOSPHORUS 20.00% MINIMUM POTASSIUM 20.00% MINIMUM FERTILIZER SHALL BE DELIVERED TO THE SITE IN ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTUTING GUARANTEED ANALYSIS. WET OR CAKED FERTILIZER IS NOT ACCEPTABLE. MYCORRHIZAE 1. MYCORRHISAL INOCULUM GRANULAR, TRI-C 120, SHALL CONTAIN ONE OR MORE SPECIES OF VESICULAR-ARBUSCULAR MYCORRHIZAL FUNGI TO ENSURE RAPID ROOT COLONIZATION WHEN USED AS RECOMMENDED. IT WILL CONTAIN THE MINIMUM SPECES AS FOLLOWS: 1 LB. (454 GRAMS) CONTAINS APPROXIMATLEY 60,000 LIVING PROPAGULES. E. A. 1. 2. MYCORRHIZAL INOCULUM PAKS, TRI-C MYCO PAKS, SHALL CONTAIN A SUITE OF ENDO AND ECTO MYCORRHIZAE WITH THE MINIMUM SPECIES/INGRDIENTS AS FOLLOWS: ENDOMYCORRHIZAL INCOCULUM: VESICULAR-ARBUSCULAR MYCORRHIZAL FUNGUS GLOMUS INTRARADICIES IN CLAY BASED CARRIER. ECTOMYCORRHIZAL INOCULAUM: PISOLITHUS TINCTORIUS, 4 SPECIES OF RHIZOPOGON AND SCLERODERMA ON A CLAY BASED CARRIER. 10% HUMIC ACIDS. E-Z WET 26% SPRAY ABLE PRE-EMERGENT HERBICIDES A COMMERCIALLY PRODUCED BIODEGRADABLE, NON-IONIC, NEUTRAL PH LIQUID SOIL PENETRANT. 2.02 PRE-EMERGENT HERBICIDES A. B. C. PRE-EMERGENT HERBICIDES SHALL BE A WETTABLE POWDER OR GRANULE TYPE PRODUCT, SUITABLE FOR USE WITH THE GROUNDCOVERS SPECIFIED ON PLANS AND SUITABLE FOR USE WITH THE ON-SITE SOIL. HERBICIDES SHALL BE SELECTED FOR CONTROLLING THE WEEDS INDIGENOUS TO THE SITE. HERBICIDES SHALL COMPLY WITH REQUIREMENTS OF LOCAL AND STATE AGENCIES HAVING JURISDICTION OVER THE PROJECT. 2.03 AMENDMENTS FOR BID A. 1. 2. QUANTITY AND PROCEDURE ADJUSTMENTS MAY BE REQUESTED BY THE ARCHITECT, AFTER REVIEWING OF THE AGRICULTURAL SOIL ANALYSIS REPORT. ADJUSTMENTS BY THE ARCHITECT WILL ISSUED IN WRITING. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE TO BE USED AS THE BASIS FOR BIDS. SOIL AMENDMENTS FOR PLANTING AREAS WITH GRADIENT LESS THAN 2:1 IN SLOPE. QUANTITYPER 1,000 SQUARE FEET: 4 CU. YDS 50 LBS. 15LBS. 25 LBS. ORGANIC SOIL CONDITIONER HUMATE PLUS GRANULAR FERTILIZER AGRICULTURAL GYPSUM SOIL AMENDMENTS FOR 2:1 SLOPES. QUANTITIES PER 1000 SQUARE FEET: 2QTS. PLANT'S CHOICE SR E-Z WET 26%SPRAYABLE APPLIED PER MANUFACTURER'S RECOMMENDATION. 2.04 IMPORTED TOPSOIL (ONLY IF REQUIRED TO MAKE UP GRADES) A. 8. IMPORTED SOIL SHALL BE CLASS A TOPSOIL AS DEFINED UNDER SECTION 212-1.1 .2 OF THE STANDARD SPECIFICATION. PROVIDE SOIL FREE OF SUBSOIL, BRUSH, OBJECTIONABLE WEEDS, SEEDS, ROCKS, ORGANIC OR INORGANIC DEBRIS, SILT, AND CLAY, TOXIC SUBSTANCE, ORGANIC OR INORGANIC SOIL STERILANTS; SALTS; AND SOIL REMOVED FROM ROAD BED EXCAVATIONS. THE CONTRACTOR SHALL FURNISH UPON THE REQUEST OF THE ARCHITECT A SOILS REPORET MANDE FROM THE INTENDED IMPORT BY AN APPROVED AGRICULTURAL LAB. THE REPORT SHALL INCLUDE PH, N-0-K, SAR, MINERALS, MICRO-NUTRIENTS, ECE, BORON LEVELS, SOIL PARTICLE SIZE, AND TEXTURAL ELEVATION. SOIL IMPORTED TO SITE AND FOUND TO BE UNSUITABLE BY THE ARCHITECT SHALL BE REMOVED FROM THE SITE AND REPLACED WITH AN APPROVED SOIL AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PAY EXPENSES FOR SOIL TESTING OF IMPORT MATERIALS. PART 3 EXECUTION 3.01 GENERAL A. PLANTING OPERATIONS SHALL NOT COMMENCE UNTIL COMPLETION OF CONSTRUCTION WORK, GRADING, SOIL B. PREPARATION, WEED CONTROL, AND SPRINKLER INSTALLATION. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL INCLUDING AUTOMATIC CONTROLLER AND ALL SYSTEM AUDITS COMPLETE, BEFORE COMMENDING PLANTING OPERATIONS. 3.02 AGRICULTURAL SOIL TESTING A. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTION OF SOIL PH, NUTRIENT LEVELS, AND CHEMICAL BALANCE UNTIL FINAL ACCEPTANCE BY THE OWNER B. SOIL SAMPLES SHALL BE TAKEN FROM THREE LOCATIONS AND SUBMITTED TO A SOIL ANALYSIS LABORATORY. INCLUDE WITH THE SAMPLES, A DESCRIPTION OF THE PROPOSED PLANTING, A DESCRIPTION OF WHERE THE SAMPLES WERE TAKEN, AND THE TYPE OF ORGANIC AMENDMENT TO BE USED. C. THE ANALYSIS REPORT SHALL INCLUDE PH, N-P-K, SAR, EGE, BORON LEVELS, PERCOLATION RATES, AND SOIL PARTICLE SIZE AND TEXTURAL EVALUATION. THE REPORT SHALL INCLUDE RECOMMENDATIONS FOR AMENDMENTS, FERTILIZERS, APPLICATION RA TES, AND PROCEDURES FOR CONDITIONING THE SOIL D. THE ARCHITECT SHALL REVIEW THE ANALYSIS REPORTS PRIOR TO ORDERING AMENDMENTS. E. ACCEPTABLE LABORATORIES OFFERING SOIL TESTING SERVICES ARE: 1) WALLACE LABORATORIES, 365 CORAL CIRCLE, EL SEGUNDO,. CA 90245, 310-615-0116. 2) SOIL & PLANT LABORATORIES, P.O. BOX 6566, ORANGE, CA 92883, 717-282-8777. 3.03 PERCOLATION TESTS A. TEST FOR PERCOLATION PRIOR TO SENDING SOIL SAMPLE TO ANALYSIS LABORATORY. B. AUGER ONE (1) HOLE PER EVERY SEVENTY FIVE HUNDRED (7,500) SQUARE FEET OF PLANTING AREA FOUR (4) FEET DEEP AT LOCATIONS DETERMINED BY THE ARCHITECT. FILL HOLES WITH WATER TO ONE HAlF THE DEPTH OF EACH HOLE. C. RECORD DROP IN THE WATER LEVEL AT THIRTY (30) MINUTE INTERVALS FOR A MAXIMUM OF SIX HOURS (6) OR UNTIL THE WATER HAS PERCOLATED, D. SUBMIT MONITORING RESULTS TO ARCHITECT FOR REVIEW. WHEN THE PERCOLATION RATE IS ONE HALF(½) INCH PER HOUR OR LESS, THE ARCHITECT WILL REQUEST ALTERNATIVES WITH COST FOR IMPROVING PERCOLATION AND DRAINAGE OF THE PLANTING AREA. 3.04 WEED ABATEMENT A. IN AREAS DESIGNATED TO RECEIVE AMENDMENTS, IRRIGATE NORMALLY FOR TWO WEEKS TO GERMINATE WEED SEEDS APPLY CONTACT HERBICIDE PER MANUFACTURE'S INSTRUCTIONS. B. REPEAT THE APPLICATION OF HERBICIDE WHEN WEEDS REMAIN OR NEW WEEDS APPEAR ONE (1) WEEK AFTER INITIAL APPLICATION. C. CLEAR AND GRUB DEAD WEEDS AND ORGANIC DEBRIS PRIOR TO COMMENCING TOPSOIL PLACEMENT OR SOIL PREPARATION. 3.05 TOPSOIL PLACEMENT (IF REQUIRED TO MAKE UP GRADES) A. REFER TO THE DRAWINGS FOR AREA TO RECEIVE, AND THE DEPTH OF TOPSOIL. B. THE TOPSOIL SHALL BE PLACED IN MAXIMUM 6 INCH LIFTS WITH THE FIRST LIFT PLACED AND TILLED INTO THE TOP 6 INCHES OF THE EXISTING SOIL. PRIOR TO PLACING EACH LIFT, THE AREA SHALL BE THOROUGHLY MOISTENED BUT NOT SATURATED. EACH SUCCEEDING LIFT SHALL BE PLACED AND COMPACTED TO UNTIL THE FINISHED GRADES INDICATED ON THE DRAWINGS ARE ACHIEVED. C. THE FINISHED GRADES SHALL BE FREE OF DEPRESSIONS, HUMPS, ROCKS, DEBRIS, AIR POCKETS, AND READY TO RECEIVE SOIL AMENDMENTS. 3.06 SOIL PREPARATION A. B. C. D. IN PLANTING AREAS WITH A GRADIENT LESS THAN 2:1, MECHANICALLY RIP OR HAD TILL THE AREA IN TWO DIRECTIONS TO A MINIMUM DEPTH OF 10 INCHES. REMOVE ROCK AND HARD CLODS 3 INCHES IN DIAMETER AND LARGER, REMOVE CONSTRUCTION DEBRIS, ROOTS, STUMPS, TRASH AND OTHER DELETERIOUS MATERIALS FROM THE TOP 6 INCHES OF SOIL APPLY SOIL AMENDMENTS, FERTILIZERS, AND CONDITIONERS EVENLY AND AT THE SPECIFIED APPLICATION RATES. ROTOTILL TOP 6 INCHES OF SOIL TO A LOOSE AND FRIABLE CONSISTENCY. E. FINE GRADE TO CONTOURS AND SPOT ELEVATIONS SHOWN ON THE DRAWINGS. 3.07 LANDSCAPE FINISH GRADING A. B. C. D. FINISH GRADING SHALL ESTABLISH FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE. FLOW LINES AND GRADIENTS SHALL BE ESTABLISHED FROM THE HIGH POINT TO THE DRAINAGE STRUCTURE OR OUTFALL AREA .. FINISH GRADES SHALL BE OF UNIFORM SLOPE AND GRADE BETWEEN POINTS OF FIXED ELEVATIONS OR ELEVATION CONTROLS. FLOW LINES SHALL HAVE A MINIMUM 2 PERCENT GRADIENT FROM HIGHPOINT TO INLET OR OUTFALl AREA. CONTRACTOR SHALL NOTIFY THE ARCHITECT WHEN GRADES OR FLOW LINES CONFLICT WITH OTHER CONSTRUCTION OR WHEN POSITIVE DRAINAGE IS NOT ACHIEVABLE AND REQUEST A RESOLUTION. FAILURE TO REPORT THE CONFLICTS PRIOR TO PLANTING SHALL RESULT IN REMOVING THE PLANT MATERIAL, RE-GRADING TO CORRECT THE DISCREPANCY AND REPLACEMENT OF THE PLANT MATERIAL AT NOW COST TO THE OWNER. UNLESS NOTED OTHERWISE, FINISHED GRADES ALONG WALKWAYS AND CURBS SHALL MAINTAIN A CONSTANT RELATIONSHIP BETWEEN THE FINISHED PAVING AND FINISHED GRADE. FINISHED GRADE FOR GENERAL PLANTING AREAS RECEIVING MULCH COVER SHALL BE 3 INCHES BELOW SIDEWALKS AND IN LAWN AREAS SHALL BE 1 INCH BELOW SIDEWALKS AND CURBS. FINISHED GRADES SHALL BE FLOATED TO A UNIFORM SURFACE FREE OF IRREGULAR DIPS, HUMS, VALLEYS OR RIDGES. REFER TO SECTION 02925 FOR ADDITIONAL REQUIREMENTS FOR PREPARING LAWN AREAS. THE FINISHED GRADES SHALL MAINTAIN DRAINAGE AWAY FROM BUILDINGS, STRUCTURES, WALLS PAVING, AND TOWARDS DRAIN INLETS OR OUTFALL AREAS. FLOW LINES SHALL BE ESTABLISHED TO DRAIN WATER FROM BEHIND WALLS AND TOWARDS DRAIN STRUCTURES. E. WHEN NO COMPACTION RATE FOR PLANTING AREAS IS SPECIFIED GEOTECHNICAL REPORT OR WHEN NO REPORT IS AVAILABLE, COMPACT TURF AND GROUNDCOVER AREAS A MINIMUM OF 85 PERCENT TO A MAXIMUM 90 PERCENT RELATIVE DENSITY OR AS SHOWN ON DRAWINGS OR SPECIFIED ELSEWHERE .. END OF SECTION PART 2 PRODUCTS 2.01 HYDROSEEDING MATERIALS A. HYDROSEED SLURRY COMPOSITION SHALL BE NOTED ON THE DRAWINGS. B. ALL SEED SHALL BE NEW CROP SEED LABELED IN ACCORDANCE WITH US. DEPARTMENT OF AGRICULTURE RULES AND SHALL BE FURNISHED IN SEALED, STANDARD CONTAINERS. SEED WHICH HAS BECOME WET, MOLDY, OR OTHERWISE DAMAGED, WILL NOT BE ACCEPTABLE. C. SEED AON/OR STOLON TYPES SHALL BE AS SPECIFIED AND SHALL BE APPLIED AT THE RATES INDICATED ABOVE. D. MULCH MATERIAL SHALL BE CLEAN, NATURAL WOOD CELLULOSE FIBER. NATURAL WOOD CELLULOSE FIBER SHALL BE PROCESSED IN SUCH A MANNER THAT IT WILL CONTAIN NO GROWTH OR GERMINATION INHIBITING FACTORS AND SHALL BE DYED GREEN TO FACILITATE METERING OF MATERIALS. IT SHALL BE MANUFACTURED IN SUCH A MANNER THAT AFTER EACH ADDITION AND AGITATION IN SLURRY TANKS WITH FERTILIZER, SEED, WATER, AND OTHER APPROVED ADDITIVES, THE FIBERS IN THE MATERIALS WILL BECOME UNIFORMLY SUSPENDED TO FORM A HOMOGENEOUS SLURRY, AND THAT WHEN HYDRAULICALLY SPRAYED, WILL UNIFORMLY COVER THE GROUND WITH SEED AND MUCH, AND WHICH AFTER APPLICATION, WILL ALLOW THE ABSORPTION OF MOISTURE AND WILL ALLOW RAINFALL TO PERCOLATE TO THE UNDERLYING SOIL. MATERIALS WHICH INHIBIT GERMINATION OR GROWTH SHALL NOT BE PRESENT IN THE MIXTURE. E. STABILIZATION AND WATER RETAINING AGENTS SHALL BE ECOLOGY CONTROLS 'M' BINDER, OR APPROVED EQUAL. F. FERTILIZER SHALL BE AN APPROVED STANDARD BRAND CONFORMING WITH PERTINENT STATE FERTILIZER LAWS .. , UNIFORM IN COMPOSITION, DRY, AND FREE FLOWING. G. FERTILIZER SHALL BE A COMMERCIAL GRADE, UNIFORM IN COMPOSITION, DRY, AND FREE LOWING, F ANALYSIS AS NOTED ON DRAWINGS, AND PARTICLE SIZE OF NOT LESS THAN 2 PERCENT THROUGH A NUMBER 48 MESH. H. FERTILIZER SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINER, BEARING THE MANUFACTURE'S GUARANTEED ANALYSIS. ANY FERTILIZER THAT BECOMES CAKED OR DAMAGED WILL NOT BE ACCEPTED. 2.02 EROSION CONTROL MATTING A. SLOPES STEEPER THAN 2:1 SHALL BE PROTECTED WITH REINFORCED STRAW EROSION CONTROL MATTING, PROPERLY STAKED AND TIED AT 4 FEET DIMENSIONS, MAXIMUM. 2.03 IMPORT SOIL OR TOPSOIL (IF REQUIRED TO MAKE-UP FINISH GRADES) A. IMPORT SOIL SHALL BE CLASS A TOPSOIL NATURAL, FRIABLE, WELL-DRAINING SOIL. PROVIDE SOIL FREE FROM SUBSOIL, BRUSH, OBJECTIONABLE WEEDS, SEEDS, ROCKS, ORGANIC OR INORGANIC DEBRIS, SILT, AND CLAY. THE SOIL SHALL BE FREE OF ANY TOXIC SUBSTANCE, ORGANIC OR INORGANIC; SOIL STERILANTS; SALTS; AND NOT SOIL REMOVED FROM ROAD BED EXCAVATION. A. THE CONTRACTOR SHALL FURNISH UPON THE REQUEST OF THE ARCHITECT A SOILS REPORT MADE FROM THE INTENDED IMPORT BY AN APPROVED AGRICULTURAL LAB. THE REPORT SHALL INCLUDE PH, N-P-K, SAR, MINERALS, MICRO-NUTRIENTS, EGE, BORON LEVELS, SOIL PARTICLE SIZE,. AND TEXTURAL ELEVATION. SOIL IMPORTED TO SITE AND FOUND TO BE UNSUITABLE BY THE ARCHITECT SHALL BE REMOVED FROM THE SITE AND REPLACED WITH AN APPROVED SOIL AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PAY ALL EXPENSES FOR SOIL TESTING OF IMPORT MATERIALS. PART 3 EXECUTION 3.01 SCHEDULING A. INSPECTION 1. 2. 3. B. 1. PRIOR TO WORK OF THIS SECTION, CAREFULLY INSPECT PREVIOUSLY INSTALLED WORK. VERIFY ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, ALL PERTINENT CODES AND REGULATIONS, AND ALL PERTINENT PORTIONS OF THE REFERENCED STANDARDS. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. SEEDING OPERATIONS SHALL NOT COMMENCE UNTIL COMPLETION OF ALL CONSTRUCTION WORK GRADING, SOIL PREPARATION, WEED CONTROL, AND SPRINKLER INSTALLATION. C. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL INCLUDING AUTOMATIC CONTROLLER, BEFORE COMMENDING SEEDING OPERATIONS. 3.02 HYDORSEEDING A. AFTER PREPARATIONS OF SOIL HAS BEEN COMPLETED. THE AREAS TO BE SEEDED SHALL BE BROUGHT TO A B. C. D. E. G. 1. 2. 3. H. FINISH GRADE, WITH THE FINISH SURFACE BEING SMOOTH AND EVEN, AND WELL-FIRMED. ROLL AREAS TO BE HYDROSEEDED TO ELIMINATE ANY SOFT SPOTS OR DEPRESSIONS. FILL ANY AREAS OF SETTLEMENT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THE ENTIRE AREA SMOOTH AND EVEN. TO ENSURE THAT FINISH GRADES AND COMPACTION SHALL COMPLY WITH REQUIREMENTS OF ARTICLE 3.3. THE GROUND SURFACE SHALL BE INSPECTED BY THE ARCHITECT PRIOR TO SEEDING TO DETERMINE SUITABILITY FOR PLANTING. THE CONTRACTOR SHALL OBTAIN SUCH APPROVAL BEFORE SEEDING. EQUIPMENT AND APPLICATION: HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF SLURRY SHALL HAVE A BUILT-IN AGITATION SYSTEM WITH AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND, AND HOMOGENEOUSLY MIX ENOUGH TO PREVENT STOPPAGE AND TO PROVIDE EVEN DISTRIBUTION OF THE SLURRY OVER AND GROUND. THE PUMP SHALL BE CAPABLE OF EXERTING AT LEAST 150 PSI AT THE NOZZLE OR SUFFICIENT ADDITIONAL PRESSURE FOR PROPER COVERAGE. THE SLURRY TANK SHALL HAVE A SLURRY TANK AND SPRAY NOZZLES WITH SUFFICIENT PROXIMITY TO THE AREAS TO BE SEEDED SO AS TO PROVIDE UNIFORM DISTRIBUTION WITHOUT WASTE AND SHALL BE THOROUGHLY CLEANED AND FREE OF SEED SPECIES THAT ARE NOT SPECIFIED. WITH THE ENGINE AT HALF THROTTLE, WATER SHALL BE ADDED TO THE TANK, WHEN THE WATER LEVEL HAS REACHED THE HEIGHT OF THE AGITATOR SHAFT, GOOD RECIRCULATION SHALL BE ESTABLISHED AND AT THIS TIME THE SEED SHALL BE ADDED. FERTILIZER SHALL THEN BE ADDED TO THE MIXTURE FOLLOWED BY WOOD PULP. MULCH SHALL ONLY BE ADDED TO THE MIXTURE AFTER THE SEED AND WHEN THE TANK IS AT LEAST ONE-THIRD FILLED WITH WATER ALL THE WOOD PULP MUCH SHALL BE ADDED BY THE TIME THE TANK IS TWO-THIRDS TO THREE-FOURTHS FULL. SPRAYING SHALL COMMENCE WHEN THE TANK IS FULL. APPLICATION: THE OPERATOR SHALL SPRAY THE ARES TO BE HYDROSEEDED WITH A UNIFORM, VISIBLE COAT USING THE GREEN COLOR OF THE WOOD PULP AS A GUIDE. THE SLURRY SHALL BE APPLIED IN A SWEEPING MOTION, IN AN ARCHED STREAM SO AS TO FALL LIKE RAIN, ALLOWING THE WOOD FIBERS TOO BUILD ON EACH OTHER UNTIL A GOOD COAT IS ACHIEVED AND THE MATERIAL IS SPREAD AT THE REQUIRED RA TE PER ACRE. F. TIME LIMIT: ALL SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED TO THE SLOPES WITHIN FOUR HOURS AFTER MIXING WILL BE REJECTED AND REMOVED FROM THE PROJECT AT THE CONTRACTOR'S EXPENSE. WATERING SHALL BE AS FOLLOWS: PRIOR TO HYDROSEEDING, THE AREAS SHALL BE IRRIGATED IN ORDER TO PROVIDE A MOIST SEED BED FOR THE HYDROSEED APPLICATION. SOIL SHALL BE AT OPTIMUM MOISTURE LEVELS TO A MINIMUM DEPTH OF 4 INCHES BELOW FINISH GRADE. TEST WITH SOIL PROBE TO CONFIRM WATER PENETRATION. HYDROSEEDING SHALL NOT TAKE PLACE UNTIL THIS REQUIREMENT IS MET. HYDROSEEDED AREA SHALL RECEIVE SEVERAL CONSECUTIVE WATERINGS THE DAY OF THE HYDROSEEDING TO THOROUGHLY MOISTEN THE SOIL IN THE ROOT ZONE. AFTER INITIAL IRRIGATION, WATER SHALL BE APPLIED AS OFTEN AND IN SUFFICIENT AMOUNTS AS CONDITIONS MAY REQUIRE, TO KEEP THE SOIL AT OPTIMUM MOISTURE LEVELS ABOUT, AROUND, AND BELOW THE DEVELOPING ROOT SYSTEMS OF THE PLANTS (UNTIL GERMINATION IS COMPLETE). RESEEDING: ALL BARE SPOTS SHALL BE RESEEDED BY THE CONTRACTOR BY THE CONTRACTOR PER SPECIFICATIONS WITHIN THIRTY (30) DAYS OF INSTALLATION. RESEEDED AREAS THAT DO NOT SHOW PROMPT GERMINATION SHALL BE AGAIN RESEEDED AT TEN DAY INTERVALS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" TITLE _________ _ REVIEWED BY: INSPECTOR DATE DATE 4-26-16 ?NDCITYREVIEW ~ CITY OF CARLSBAD ~ ~5~-~19~--16-+---T3=R_D_C~l-~~R=E=V=IE~W~----------+----+----1----+--~ , ~ PLANNING DIVISION -i ;:==:..==========--===: DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PI..ANTING SPECIFICATIONS APPROVED PLANNING OWN BY; CHKD BY: RVWDBY: Ocean Point _l'\'DG __ WDG_ WDG PROJECT NO. PD16-03 DRAWING NO. 492 -IL 3.03 PROTECTION A. THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREAS INCLUDING IN THE CONTRACT, INCLUDING PLANT MATERIAL, SUPPORTS, ETC. UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER OF HIS REPRESENTATIVE. 3.04 CLEAN-UP A. AFTER ALL PLANTING OPERATIONS ARE COMPLETED, CONTRACTOR SHALL REMOVE ALL TRASH, EXCESS SOIL, EMPTY PLANT CONTAINERS, OR OTHER ACCUMULATED DEBRIS FROM THE SITE AT NO EXTRA COST TO OWNER CONTRACTOR SHALL REPAIR ALL SCARS, RUTS, OR MARS IN AREA CAUSED BY WORK OPERATIONS. AREAS SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. 3.05 INSPECTION (PLANTING PHASE) A. B. 1. 2, 3. C. D. CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOURS NOTICE AND SET APPOINTMENT FOR ALL REVIEWS BY THE ARCHITECT. REVIEW BY ARCHITECT SHALL BE SCHEDULED FOR THE FOLLOWING OPERATIONS. REVIEW OF FINISH GRADING. START OF ESTABLISHMENT PERIOD/ACCEPTANCE OF INSTALLATION. FINAL ACCEPTANCE AT END OF ESTABLISHMENT PERIOD. REVIEWS SHALL BE CALLED FOR AT THE END OF ALL PLANTING OPERATIONS FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS, INTENT, WORKMANSHIP, AND CLEAN-UP. CONTRACTOR SHALL SECURE WRITTEN VERIFICATION OF REVIEW DATA, ANY CORRECTIONS REQUIRED TO WORK, AND LIMITS OF REVIEWED AREA BEFORE BEGINNING THE DESCRIBED ESTABLISHMENT WORK. IN THE EVENT THE CONTRACTOR REQUESTS INSPECTION OF WORK, AND SAID WORK IS SUBSTANTIALLY INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARCHITECT'S HOURLY CHARGES AND PER DIEM COSTS. SECTION 02930 TREES, SHRUBS, AND GROUNDCOVERS PART 1 GENERAL 1.01 RELATED DOCUMENTS A. THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAM AS THOUGH WRITTEN HEREIN. 1.02 SCOPE OF WORK A. FURNISH LABOR, MATERIALS, AND EQUIPMENT TO PROVIDE, AND INSTALL AND MAINTAIN TREES, SHRUBS, AND GROUNDCOVERS AS DESCRIBED HEREIN AND UPON THE DRAWINGS. 1.03 RELATED SECTIONS A. SECTION 02625 · LANDSCAPE DRAINAGE SYSTEM B. SECTION 02810 · IRRIGATION SYSTEMS C. SECTION 02910-LANDSCAPE FINISH GRADING AND SOIL AMENDMENT D. SECTION 02931 -TREE ROOT BARRIERS 1,04 REFERENCE AND STANDARDS A. AMERICAN STANDARD FOR NURSERY STOCK· ANSI Z60.1 -2004 B. SUNSET WESTERN GARDEN BOOK • LATEST EDITION 1.05 SUBMITTALS A. SUBMITTALS SHALL CONFORM TO PROVISIONS OF SECTION 01330, SUBMITTAL PACKAGE SHALL INCLUDE ALL PRODUCTS AND MATERIALS RELATED TO THE WORK OF THIS SECTION. PARTIAL OR INCOMPLETE SUB MITT ALS WILL NOT BE ACCEPTED AND WILL BE RETURNED WITHOUT A REVIEW. B. SUBMIT DESCRIPTIVE•LITERATURE AND SPECIFICATIONS FOR THE FOLLOWING: 1. PLANT MATERIAL LIST OF TREES, SHRUBS, AND GROUNDCOVERS TO BE FURNISHED; INCLUDE NAME OF 2, 3. 4, 5. C. D. E. SUPPLIER OR NURSERY SOURCE. WEED ABATEMENT HERBICIDES, PRODUCT LITERATURE AND SPECIFICATIONS. STAKING, TYING, GUYING, AND EROSION CONTROL PRODUCTS FERTILIZERS, CONDITIONERS, AND BACKFILL PRODUCTS ORGANIC AND INORGANIC MULCH CONTRACTOR SHALL SUBMIT TO THE ARCHITECT WITHIN 30 DAY FROM NOTICE TO PROCEED PHOTOCOPIES OF CURRENT CLT REGISTRATION FOR FOREMEN PERFORMING WORK ON THIS PROJECT. SUBMIT PHOTOGRAPHS FOR EACH SPECIE OF TREE AND FOR SHRUBS 15 GALLON OR LARGER. PHOTOGRAPHS SHALL BE OF AN INDIVIDUAL PLANT WITH THE SIZE, SHAPE AND STRUCTURE CLEARLY DEFINED. THE PLANT MATERIAL IN THE PHOTO SHALL BE A REPRESENTATIVE EXAMPLE OF THE ENTIRE QUANTITY BEING SUPPLIED. PLANT MATERIAL 15 GALLON AND LARGER SHALL BE APPROVE VIA CLEAR PHOTOGRAPHS THAT LIST THE SPECIES TYPE, HEIGHT, WIDTH, AND CALIPER (IF APPLICABLE). 1.06 SUBSTITUTIONS A. FOLLOW PROCEDURES AS OUTLINED UNDER SECTION 01770 SUBSTITUTIONS. B. PRODUCTS: WHEN A BRAND NAME JS CALLED FOR ON THE DRAWINGS OR IN THESE SPECIFICATIONS, SUBMIT A LITTER DESCRIBING THE PURPOSE OF THE SUBSTITUTION AND INCLUDE THE PRODUCT LITERATURE AND SPECIFICATIONS FO THE SUBSTITUTION. C. PLANT MATERIAL: WHEN A PLANT SPECIE IS SHOWN TO BE UNAVAILABLE IN THE SIZE OR QUANTITY SPECIFIED, A SUBSTITUTION WILL BE CONSIDERED PROVIDED THE SUBSTITUTE MATERIALS ARE REVIEWED AND ACCEPTED THROUGH THE SUBMITTAL PROCESS. EXCEPT FOR THE VARIATIONS SO AUTHORIZED, SUBSTITUTE PLANT MATERIALS SHALL CONFORM TOT HE REQUIREMENTS OF THESE SPECIFICATIONS, IF THE ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATED OR SPECIFIED., THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. 1.07 QUALIFICATIONS ANO EXPERIENCE A. THE CONTRACTOR SHALL EMPLOY CERTIFIED LANDSCAPE TECHNICIANS (CLT) REGISTERED WITH THE CALIFORNIA LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR PLANTING INSTALLATION WORK. 8, SAMPLING, TESTING, OR INSPECTION COSTS OF MATERIALS REQUIRED BY LOCAL OR STATE AGENCIES ARE TO BE BORNE BY THE CONTRACTOR, AND COPIES OF INSPECTION CERTIFICATIONS SHALL BE FURNISHED WITHOUT ADDITIONAL CHARGE. 1.08 A. B. C. D. 2,01 A. B. C. D. E. F. G H. 1. 2. 3. 4. 5. 6. 7. I. J. RESPONSIBILITY THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE WORK AND THE PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE WORK, AND SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE WORK SHALL BE PROTECTED AND MAINTAINED THROUGHOUT THE CONTRACT PERIOD, INCLUDING DURING SUSPENSION OF WORK, AND UNTIL FINAL ACCEPTANCE OF HE WORK. CONTRACTOR SHALL REPAIR OR REPLACE DAMAGE IMPROVEMENTS INCLUDING DAMAGES FROM ACTS OF VANDALISM, THEFT, AND GRAFFITI REMOVAL. REPAIRS OR REPLACEMENTS SHALL BE AT LEAST EQUAL TO ORIGINAL CONDITIONS OF THE EXISTING IMPROVEMENT AND SHALL MATCH IN FINISH AND DIMENSION. PRIOR TO WORK OF THIS SECTION, VERIFY THAT PREVIOUSLY INSTALLED WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, PERTINENT CODES, REGULATIONS, AND PORTIONS OF THE REFERENCED STANDARDS. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. PART 2 PRODUCTS PLANT MATERIAL NOMENCLATURE: PLANT SPECIES NAMES SHALL BE PER 2010 SUNSET WESTERN GARDEN BOOK XXXX BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES. PLANT MATERIAL SIZE AND QUALITY SHALL CONFORM TO STANDARDS ESTABLISHED BY AMERICAN XXXX NURSERY STOCK, ANSI 260.2004, MAY 12, 2004 EDITION. CONDITIONS: PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY AND SPECIES, SOUND HEALTHY, VIGOROUS, FREE FROM PLANT DISEASE, INSECT PESTS OR THEIR EGGS, EXCESSIVE ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS, AND SHALL HAVE HEAL THY, NORMAL ROOT SYSTEMS, WELL-FILLING THEIR CONTAINERS, BUT NOT TO THE POINT OF BEING ROOT BOUND. TREE TRUNKS SHALL BE STURDY AND WELL HARDENED-OFF. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY EXCEPT AS AUTHOURIZED BY THE ARCHITECT. GROUND COVER PLANTS SHALL HAVE BEEN GROWN IN FLATS AND SHALL REMAIN IN THOSE FLATS UNTIL TIME FOR TRANSPLANTING. AT TIME OF TRANSPLANTING, THE FLAT SOIL SHALL CONTAIN SUFFICIENT MOISTURE SO THT THE SOIL DOES NOT FALL APART WHEN LIFTING PLANTS FROM FLAT. EACH PLANT SHALL BE PLANTED WITH ITS PROPORTIONATE AMOUNT OF FLAT SOIL IN A MANNER THAT WILL ENSURE A MINIMUM OF DISTURBANCE TO THE ROOT SYSTEM. PLANTS SHALL BE FULLY DEVELOPED AND SHALL BE FILLING THE FLAT. IN NO CASE SHALL TREES OR SHRUBS BE TOPPED OR PRUNED WITHIN 6 MONTHS PRIOR TO DELIVERY. PLANTS SHALL BE GROWN BY NURSERIES THAT HAVE BEEN INSPECTED BY THE STATE DEPARTMENT OF AGRICULTURE AND NAVE COMPLIED WITH ITS REGULATIONS, IDENTIFICATION: PLANTS SHALL BE OF THE VARIETY AND SIZE SHOWN ON THE DRAWINGS, AND SHALL CONFORM TO THE REQUIREMENTS HEREIN. ONE OF EACH BUNDLE OR LOT SHALL BE TAGGED WITH PLANT NAME IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. CONTAINER PLANT INSPECTION AND REJECTION: ROOT CONNDITION OF CONTAINER PLANTS WILL BE DETERMINED BY THE ARCHITECT THROUGH THE REMOVAL OF PLANT FROM THE CONTAINER OF AT LEAST TWO PLANTS BUT NOT MORE THAN 2 PERCENT OF THE TOTAL NUMBER EACH SPECIES FROM EACH SOURCE. ARCHITECT WILL INSPECT TREES AND SHRUBS UPON DELIVERY. TREES AND SHRUBS WILLBE REJECTED FOR THE FOLLOWING CHARACTERISTICS. ENLARGED CANKERS OR GALLS AT THE BASE OF THE TRUNK, JUST ABOVE THE SOIL LEVEL CROOKED TRUNKS. CARS OR TRUNK DAMAGE, BROKEN BRANCHES, ETC. ASYMMETRICAL BRANCHING ROOTBOUND CONDITION TREES THAT HAVE BEEN RECENTLY PRUNED TREES NOT MATCHING IN SIZE AND SHAPE OF THE REPRESENTATIVE PHOTOGRAPH SAMPLE QUANTITIES: QUANTITIES OF PLANT MATERIAL SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK AS INDICATED ON THE DRAWINGS, INCLUDING RESEEDING, REPLANTING, AND MAINTENANCE (REPLACEMENTS) DURING THE CONTRACT PERIOD. SIZE AND CALIPER MINIMUM HEIGHT (ABOVE SOIL LEVEL), WIDTH (AVERAGE DIAMETER OR DRIPLINE), AND CALIPER (TREES ONLY, MEASURED AT 30 INCHES ABOVE THE SOIL LEVEL) OF PLANT MATERIALS SHALL BE AS SHOWN IN EXPANDED PLANT MATERIALS LEGEND ON PLANTING DETAIL SHEET, 2.02 EROSION CONTROL MATTING A. SLOPES STEEPER THAN 2:1 SHALL BE PROTECTED WITH REINFORCED STRAW EROSION CONTROL MATTING. PROPERLY STAKED AND TIED AT 4 FEET DIMENSION, MAXIMUM. 2.03 TREE STAKES AND STABILIZERS A. TREE STAKES FOR 5 AND 15 GALLON AND 24 INCH BOX TREES SHALL BE A MINIMUM OF 2 INCHES IN DIAMETER B. C. BY 10 FEET LOG NEW LODGEPOLE PINE, TREATED. TREE STAKES FOR 30, 36, AND 48 INCH BOX AND LARGER TREES SHALL BE 4 INCHES IN DIAMETER BY 8 FEET LONG NEW LODGEPOLE PINE, TREATED. TREE STAKES STABILIZERS SHALL BE #TSS-1 AS MANUFACTURED BY MISSION MANUFACTURING, SAN DIEGO, CA (619)890 4885. D. TREE STAKES FOR TREE WELLS SHALL BE 2 INCHES IN DIAMETER BY 10 FEET LONG GALVANIZED STEEL PIPE WITH TREADED GALVANIZED CAP ON THE TOP END. 2.04 TREE AND VINE TIES A. TREE TIES SHALL BE "ARBOR-TIE" AS MANUFACTURED BY V.1.T. PRODUCTS, ESCONDIDO, CA (619) 480 6702, OR APPROVED EQUAL. B. 1 ½ INCH GALVANIZED DECK SCREWS TO SECURE TIES. C. ESPALIER TO WOOD SURFACE: GALVANIZED 1 INCH STAPLE AND½ INCH WIDE "TYE-ALL" TIE D. ESPALIER TO CONCRETE OR STUCCO SURFACE: 718 INCH DIAMETER ALUMINUM FLAT WASHER OR CLEAR PLASTIC "BUTTON" WITH WIRE HOOK SECURED WITH G.E. SILICONE RUBBER AND½ INCH WIDE "TYPE-ALL" TIE. 2.05 BACKFILL AMENDMENTS A. REFER TO SECTION 02910 FOR SPECIFICATION OF SOIL AMENDMENTS AND CONDITIONERS 2.06 IMPORT OF SOIL OR TOPSOIL A. REFER TO SECTION 02910 FOR SPECIFICATION 2.07 A. PLANT PIT BACKFILL MATERIAL BACKFILL MATERIAL FOR PLANTING PITS SHALL BE A MIXTURE AS NOTED BELOW OR AS INDICATED ON DRAWINGS THE MATERIAL SHALL BE THOROUGHLY BATCH-MIXED PRIOR TO PLACEMENT SO THAT THEY ARE EVENLY DISTRIBUTED AND WITHOUT CLODS OR LUMPS. BACKFILL SHALL BE SO PLACED IN THE PITS THAT THE PLANT WILL BE AT ITS NATURAL GROWING HEIGHT AFTER SETTLEMENT. 80 PERCENT BY VOLUME 20 PERCENT BY VOLUME 6-8 POUNDS 2 POUNDS PER SPEC. 3.03 A· 5 10 POUNDS EXCAVATED SOIL, FREE FROM ROCKS, ETC. BULK ORGANIC MATTER TRI C HUMATE PLUS PER CU, YD. OF MIX FERTILIZER 6-20-20 PER CU. YD. OF MIX. OMITE THE FERTILIZER IN BACKFILL FOR ALL PLANTS NOTED WITH A STAR * MYCORRHIZAL INOCULUM TRI-C GRANULAR ENDO 120 OR MYCORRHIZAL INOCULUM TRI-C MYCO PAKS AGRICULTURE GYPSUM PER CU, YD. OF MIX 2.08 ORGANIC MULCH MATERIAL A. WOOD CHIP MULCH SHALL CONSIST OF 100 PERCENT RECYCLED ABOVE GROUND TREE PRODUCTS. FREE OF DEMOLITION WOOD WASTE, GRASS, WEED SEED, YUCCA, PALM, BAMBOO, SUCCULENTS OR OTHER CONTAMINANTS, MULCH SHALL BE NITROGEN STABILIZED AND SHALL CONTAIN NO TRASH, HAZARDOUS WASTE, OR TOXIC MATERIALS. B. MULCH SHALL BE GROUND AND SCREENED TO 2 INCH MINUS PARTICLE SIZE. C. BARK CHIP MULCH SHALL CONSIST OF GROUND FIR BARK SCREENED TO 1 INCH MINUS PARTICLE SIZE. 2.09 PRE-EMERGENT HERBICIDE A. PRE-EMERGENT HERBICIDES SHALL BE WETTABLE POWDER OR GRANULAR TYPE. B. SELECT PRE-EMERGENT HERBICIDE APPROVED TO SITE AREA, SOIL TYPE, INDIGENOUS WEEDS TO BE CONTROLLED, AND TYPE OF GROUND COVER TO BE PLANTED. 2.10 FERTILIZER TABLETS A. TABLETS SHALL BE "AGRIFORM" AS MANUFACTURED BY SIERRA INDUSTRIES. B. AGRIFORM 21 GRAM TABLETS. 2.11 MYCORRHIZAL INOCULUM A. SHALL BE ENDO-NET AMI GRANULAR AS MANUFACTURED BY TRI-C ENTERPRISES, CHINO, CA, (800) 927-3311. PART 3 EXECUTION (PLANT MATERIAL) 3,01 B. GENERAL A. PLANTING OPERATIONS SHALL NOT COMMENCE UNTIL COMPLETION OF CONSTRUCTION WORK, GRADING, SOIL PREPARATION, WEED CONTROL, AND IRRIGATION INSTALLATION. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL INCLUDING AUTOMATIC CONTROLLER, BEFORE COMMENCING PLANTING OPERATIONS. 3.02 SPACING OF PLANT MATERIAL A. WHEN PLANT MATERIALS ARE SHOWN IN ROWS, THE TOTAL LENGTH OF THE AREA SHALL BE VERIFIED AND THE B, C. PLANTS EQUALLY SPACED WITHIN THE AREA, WHEN PLANT MATERIAL ARE SHOWN IN RANDOM PATTERN, THE MATERIAL SHALL BE EQUALLY SPACED AND PLACE TO FILL THE AREA. GROUND COVE MATERIAL SHALL BE TRIANGULAR OR QUARE SPACING AS INDICATED ON THE DRAWINGS. WHEN SPACING IS NOT SHOWN, USE TRIANGULAR SPACING. TREES AND SPECIMEN SHRUBS SHALL BE LOCATED WITH A WOOD STAKE OR FLAG. THE LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY THE ARCHITECT PRIOR TO PLANTING. THE WORK SHOWN ON THE DRAWINGS IS SCHEMATIC WITH TREES, SHRUBS AND GROUNDCOVERS SHOWN IN THEIR APPROXIMATE LOCATIONS. CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN DIRECT PERMANENT IMPROVEMENTS, OR PEDESTRIAN AND VEHICULAR SAFETY CONSIDERATIONS. CONTRACTOR SHALL NOT INSTALL PLANT MATERIALS IN LOCATIONS WHERE THE ULTIMATE GROWTH OF THE PLANT MATERIALS WILL DAMAGE OR AFFECT STRUCTURES OR IMPEDE PEDESTRIAN OR VEHICULAR CIRCULATION. DO NOT LOCATE TREES OR TALLER SHRUBS IN LOCATIONS WHERE THEY WILL BLOCK IRRIGATION HEADS AND PREVENT ADEQUATE COVERAGE. WHERE CALL FOR, OBTAIN APPROVAL OF THE ARCHITECT FOR PLACEMENT OF TREES, SHRUBS, AND OTHER ITEMS OF WORK. D. LOCATE TREES AND TALLER SHRUBS 10 FEET MINIMUM AWAY FROM ROTOR IRRIGATION HEADS, 5 FEET MINIMUM FROM SPRAY HEADS. 3,03 PLANT PITS AND PLANTING A. B. C, D. E. NO TREE WILL BE PLANTED UNTIL THE PERCOLATION TEST HAS BEEN CONDUCTED AND ALTERNATIVE DRAINAGE SOLUTIONS HAVE BEEN IMPLEMENTED IF NECESSARY, SEE SECTION 02910. PLANT PITS SHALL BE DUG WITH LEVEL BOTTOMS TO WIDTHS AND DEPTH AS SHOWN ON THE DRAWINGS. PITS FOR TREES SHALL BE DUG SQUARE. FILL PITS WITH WATER AND ALLOW TO DRAIN. ALL TREE PITS MUST MEET THE DRAINAGE REQUIREMENT SET FORTH IN SECTION 02910, PART 2.02, WHETHER THE AREA OF THE TREE PLANTING WAS TESTED FOR PERCOLATION OR NOT. NOTIFY THE ARCHITECT OF ANY TREE PIT THAT DOES NOT MEET THE PERCOLATION TEST STANDARD. PLANT HOLES DUG BY AUGER METHOD WILL BE ACCEPTABLE, BUT SHALL HAVE SIDE WALLS ROUGHED OR SQUARED WITH A SHOVEL. SLICK PIT WALLS CAUSED BY AUGURING IN TOO WET SOIL WILL NOT BE ACCEPTED FOR PLANTING. HANDLING: NO CANNED PLANT MATERIAL SHALL BE PLANTED IF THE BALL IS BROKEN OR CRACKED EITHER BEFORE OR DURING THE PROCESS OF PLANTING, SETTING: PLANTS SHALL BE SET WITH TOP OF ROOT BALL 1 TO 2 INCHES ABOVE FINISH GRADE, EACH PLANT SHALL BE PLACED IN CENTER OF PLANT PIT. A. 1. 2. 3. 4. 5, B. H. 3,04 A. B. PIT BACKFILLING FOR SHRUBS BUILD MOUND OF COMPACTED BACKFILL WIDE ENOUGH IN BOTTOM OF HOLE TO SUPPORT ROOT BALL. BACKFILL PIT WITH BACKFILL MIX HALF-WAY TO FINISH GRADE AND WATER THOROUGHLY. BACKFILL TO FINISH GRAD. BACKFILL MIX SHALL BE TAMPED LIGHTLY, AND A SHALLOW BASIN FORMED AT PERIMETER OF ROOT BALL TO HOLD WATER TO SATURATE THE ROOT BALL AND BACKFILL MIX. WATER IMMEDIATELY TO SATURATE ENTIRE ROOT BALL AND BACKFILL. PLANTS NOTED WITH A STAR ~CAL NATIVES) SHALL RECEIVE A GRANULAR MYCORRHIZAE INOCULUM PER THE FOLLOWING SCHEDULE: 1 GALLON 5 GALLON 15 GALLON 1 TSP. 1 TBSP. 3 TBSP. 24 INCH BOX ½ CUP APPLY PER MANUFACTURE'S INSTRUCTIONS BOUGAINVILLEA PLANTING TREES NOTED WITH 2-STARS 1dt[JAK TREES) SHALL RECEIVE INOCULUM PAKS MYCORRHIZAE PER SCHEDULE. 15 GALLON 24" BOX 36" BOX 48" BOX 6-8 MYCO PAKS 10-12 MYCO PAKS 16-18 MYCO PAKS 20-22 MYCO PAKS DO NOT REMOVE BOUGAINVILLEAS FROM CONTAINERS. PLACE IN HOLE AND CUT CONTAINER OF FOUR SIDES, BE CAREFUL NOT TO CUT ROOTS, OR DISTURB INTEGRITY OF ROOT BALL. CUT AWAY SIDES OF CONTAINER AND BACKFILL WITH PLANTING BACKFILL MIX. INSTALL TREE ROOT BARRIERS, IF CALLED FOR ON THE PLANS, PER DETAILS AND SECTION 02931. TREE STAKING STAKE TREES AS SHOWN IN DETAILS, USE TREE STAKE STABILIZERS FOR ALL 5 AND 15 GALLON AND 24 INCH BOX TREES. INSTALL STABILIZERS PER DETAILS. C. ONE CALL TREES SHALL BE PLANTED WITH NURSERY STAKES REMOVED. 3.05 FLATTED GROUND COVER A. ROOTED CUTTINGS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ROOTS AND SPACED AS SPECIFIED IN GROUND COVER LIS ON LANDSCAPE PLAN. B. C, ROOTED CUTTINGS SHALL NOT BE ALLOWED TO DRY OUT BEFORE OR WHOLE BEING PLANTED. WILTED PLANTS SHALL NO BE ACCEPTED. AT TIME OF PLANTING GROUND COVER PLANTS, THE EARTH AROUND EACH PLANT SHALL BE FIRMED SUFFICIENTLY TO FORCE OUT AIR POCKETS. D. EACH GROUND COVER PLANT SHALL BE PLANTED WITH A MINIMUM OF ONE (1) 5 GRAM 20-15-5 PLANT TABLET ADJACENT TO ROOT ZONE. 3.06 APPLICATION OF PRE-EMERGENT HERBICIDE A APPLY PRE-EMERGENT HERBICIDE TO SHRUB AND PLANTED GROUNDCOVER AREAS ONLY. DO NOT APPLY TO HYDROSSEDED AREAS. STRICTLY ADHERE TO MANUFACTURER'S SPECIFICATIONS FOR APPLICATION RATES AND METHODS. B. APPLY PRE-EMERGENT ONLY AFTER PLANTING OPERATIONS HAVE BEEN COMPLETED SO AS TO MINIMIZE DISTURBANCE OF THE CHEMICAL "BARRIER" REAPPLY WHERE NECESSARY TO AREAS DISTURBED BY PLANTING OR REPAIR OPERA TJONS AFTER INITIAL APPLICATION. C. PAY CAREFUL ATTENTION TO ACTIVATION REQUIREMENTS, "WATERING-IN" ETC, PER MANUFACTURER'S SPECIFICATIONS AND LABEL INSTRUCTIONS. AVOID EXCESSIVE IRRIGATION RUM-OFF THAT WOULD MOVE OR WASH WAY THE PRE-EMERGENT "BARRIERS"· USE REPEAT WATERING CYCLES AND SPLIT WATERING TIMES 3,07 MULCHING A. AFTER, PLANTING OPERATION ARE COMPLETE AND SHRUBS AREAS HAVE BEEN RAKE AND DRESSED, MULCH SHRUBS, GROUND COVER AND ALL BARE SOIL AREAS WITH A3 INCH LAYER OF ORGANIC (OR INORGANIC-SEE PLANS) MULCH MATERIAL B. MULCH LAYER SHOULD TAPER TO ZERO AT PLANT STEM OR TREE TRUNK. DO NOT PLACE MULCH MATERIALS UP AGAINST PLANT CROWN OR TRUNK. C. MULCH FLATTED GROUND COVER AREAS PRIOR TO PLANTING GROUND COVER, IF CALLED FOR ON THE DRAWINGS, 3.08 PROTECTION A. THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT AREAS INCLUDED IN THE CONTRACT, INCLUDING PLANT MATERIAL, SUPPORTS, ETC. UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER OR HIS REPRESENTATIVE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE REVIEWED BY: INSPECTOR "AS BUil T" DATE DATE 4-26-16 2NDCITYREVIEW ~ CITY OF CARLSBAD ~ l-5~-~19~-~16+--+~3~R=D~C~ITY'-'--R~E~V~IE~W-'-----------t---t---it----i----, ~ ~ '-" PLANNING DIVISION -, :=:::=='.-'==========:::'....'::=~ , . . DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF. WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PL.ANTING SP!:C.IFIC.ATIONS Ocean Point APPROVED PLANNING DWN BY: CHKD BY: RVWDBY: .WDQ .. . WD.G. WDG PROJECT NO. PD16-03 1: ?-)-ji,_ DATE DRAWING NO. 492 -IL 3.09 CLEAN-UP A AFTER PLANTING OPERATIONS ARE COMPLETED. CONTRACTOR SHALL REMOVE TRASH, EXCESS SOIL, EMPTY PLANT CONTAINERS, OR OTHER ACCUMULATED DEBRIS FROM THE SITE AT NO COST TO OWNER, CONTRACTOR SHALL REPAIR SCARS, RUTS, OR MARS IN AREA CAUSED BY WORK OPERATIONS, AREAS SHALL BE LEFT IN NEAT AND ORDERLY CONDITIONS. 3.10 OBSERVATIONS A. B. 1. 2. 3. 4. CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOUR NOTICE AND SET APPOINTMENT FOR REVIEWS BY THE ARCHITECT. REVIEW BY ARCHITECT SHALL BE SCHEDULED FOR THE FOLLOWING OPERATIONS (AT A MINIMUM -SEE NOTES ON PLAN FOR OTHEKS) REVIEW OF PLANT MATERIAL AFTER DELIVERY TO THE SITE. TREE AND SHRUB PLACEMENT PRIOR TO DIGGING PLANTING PITS. REVIEW OF GROUND COVER LINES AND HEADERBOARD PRIOR TO PLANTING. START OF ESTABLISHMENT PERIOD/ACCEPTANCE OF INSTALLATION. 3.11 GUARANTEE A. B. C. SHRUBS AND GROUNDCOVER SHALL BE GUARANTEED AS TO GROWTH AND HEALTH FORA PERIOD OF 90 DAYS AFTER FINAL ACCEPTANCE BY THE OWNER OR HIS REPRESENTATIVE; 15 GALLON AND BOX SIZE TREES SHALL BE GUARANTEED FOR A PERIOD OF 1 YEAR AFTER DATE OF SUBSTANTIAL COMPLETION. PLANTS WHICH DIE OR LOSE MORE THAN 30 PERCENT OF HEIR ORIGINAL LEAVES SHALL BE REPLACED UNDER THIS SECTION. THE CONTRACTOR, WITHIN 14 DAYS OF WRITTEN NOTIFICATION BY THE OWNER, SHALL REMOVE AND REPLACE GUARANTEED PLANT MATERIALS WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. PLANTS MATERIAL REPLACED SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT. END OF SECTION SECTION 02931 TREE ROOT BARRIERS PART 1 GENERAL 1.01 RELATED DOCUMENTS A. THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH. WRITTEN HEREIN. 1.02 SCOPE OF WORK A FURNISH LABOR, MATERIALS, AND EQUIPMENT TO PROVIDE, AND INSTALL ROOT BARRIERS AS DESCRIBED HEREIN AND UPON THE DRAWINGS. 1.03 RELATED SECTIONS A. SECTION 02810-IRRIGATION SYSTEMS B. SECTION 02930 -TREES, SHRUBS, AND GROUNDCOVER 1.04 REFERENCES A. THE EDITIONS OF THE SPECIFICATIONS AND STANDARDS REFERENCED HEREIN, PUBLISHED BY THE FOLLOWING ORGANIZATIONS, APPLY TO THE WORK ONLY TO THE EXTENT SPECIFIED BY REFERENCE: 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) 1.05 SUBMITTAL$ A. SUBMIT ITEMS SPECIFIED FOLLOWING PROCEDURES PRESCRIBED UNDER SECTION 01330 SUBMITTALS. PARTIAL OR INCOMPLETE SUBMITTAL$ ARE NOT ACCEPTABLE AND WILL BE RETURNED A REVIEW. B. SUBMIT DESCRIPTION LITERATURE AND SPECIFICATIONS FOR THE FOLLOWING. 1. TREE ROOT BARRIER C. SUBMIT COPIES OF CERTIFIED LANDSCAPE TECHNICIAN (CL T) REGISTRATION FOR FOREMEN PERFORMING WORK OF THE PROJECT. D. SUBMIT A MINIMUM OF FIVE (5) PROJECTS WITH ROOT BARRIER INSTALLED BY THE CONTRACTOR. 1.06 QUALIFICATIONS AND EXPERIENCE A. THE CONTRACTOR SHALL EMPLOY ONLY CERTIFIED LANDSCAPE TECHNICIANS (CLT) WITH THE CALIFORNIA LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR ROOT BARRIER INSTALLATION WORK. B. THE CONTRACTOR SHALL SHOW PROOF THAT PERSONNEL HAVE AT LEAST FIVE (5) YEARS EXPERIENCE WITH INSTALLATION OF ROOT BARRIERS. 1.07 RESPONSIBILITY A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE WORK AND FOR THE PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE WORK, AND SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE WORK SHALL BE PROTECTED AND MAINTAINED THROUGHOUT THE CONTRACT PERIOD, INCLUDING DURING SUSPENSION OF WORK, AND UNTIL FINAL ACCEPTANCE OF THE WORK. CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED IMPROVEMENTS INCLUDING DAMAGES FROM ACTS OF VANDALISM, THEFT, AND GRAFFITI REMOVAL. REPAIRS OR REPLACEMENTS SHALL BE AT LEAST EQUAL TO ORIGINAL CONDITION OF THE EXISTING IMPROVEMENT AND SHALL MATCH IN FINISH AND DIMENSION. B. PRIOR TO WORK OF THIS SECTION, VERIFY THAT PREVIOUSLY INSTALLED WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MY PROPERLY COMMENCE. VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, PERTINENT CODES, REGULATIONS AND PORTIONS OF THE REFERENCED STANDARDS. C. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT. D. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. PART 2 PRODUCTS 2.01 PLASTIC TREE ROOT BARRIERS A. THE CONTRACTOR SHALL FURNISH AND INSTALL TREE ROOT BARRIERS AS SPECIFIED. THE TREE ROOT BARRIERS SHALL BE PRODUCT# UB24-2 AS MANUFACTURED BY DEEP ROOT PARTNERS, LP, 345 LORTON AVENUE #103 BURLINGAME, CA 94010, (800) 458-7668, OR ACCEPTABLE EQUAL. B. THE BARRIERS SHALL BE BLACK, INJECTION MOLDED PANELS. OF 0.085" WALL THICKNE4SS IN MODULES 24 INCHES LONG BY 24" DEEP, MANUFACTURE3D WITH A MINIMUM 50% POST-CONSUMER RECYCLED POLYPROPYLENE PLASTIC WITH ADDED ULTRAVIOLET INHIBITORS, RECYCLABLE. C. EACH PANEL SHALL HAVE: 1. NOT LESS THAN FOUR (4) MOLDED INTEGRAL VERTICAL ROOT REFLECTING RIBS OF A MINIMUM 0.085" THICKNESS PROTRUDING½ INCH AT 90 DEGREES FROM INTERIOR OF THE BARRIER PANEL, SPACED 6" APART. 2. A DOUBLE TOP EDGE CONSISTING OF TWO PARALLEL, INTEGRAL, HORIZONTAL RIDGES OF A MINIMUM 0.085' 3. 4. 5. THICKNESS, 318" WIDE AND 114" APART WITH THE LOWER RIB ATTACHED TO THE VERTICAL ROOT DEFLECTING RIBS. A MINIMUM OF 9 ANTI-LIFT GROUND LOCK TABS CONSISTING OF INTEGRAL HORIZONTAL RIDGES OF A MINIMUM 0.085" THICKNESS IN THE SHAPE OF A SEGMENT OF A CIRCLE, THE 2" CHORD OF THE SEGMENT JOINING THE PANEL WALL AND THE SEGMENT, PROTRUDING 3/8" FROM THE PANEL. THE NINE GROUND LOCKS ON EACH PANEL SHALL BE ABOUT EQUALLY SPACED BETWEEN EACH OF THE VERTICAL ROOT DEFLECTING RIBS (3 BETWEEN EACH SET OF RIBS). THE BASIC PROPERTIES OF THE COPOLYMER POLYPROPYLENE MATERIAL SHALL BE TEST TENSILE STRESS@ YIELD ELONGATION @ YIELD FLEXURAL MODULUS NOTCHED IZOD IMPACT A.STEM TEST METHOD 0638 0638 0790B D256A ROCKWELL HARDNESS R-SCALE 0785A VALVE 3800 PSI 6.3% 155,000 PSI 7.1 68 PREASSEMBLED SELF-LOCKING FLEXIBLE (0-180 DEGREES) JOINER STRIPS TO CONNECT ONE PANEL TO THE NEXT. PART 3 EXECUTION 3.01 TREE ROOT BARRIERS A. INSTALL THE TREE ROOT BARRIERS IN A LINEAR FASHION ADJACENT TO PAVING, SIDEWALK, OR CURB IN CONDITIONS WHERE TREES ARE TO BE PLANTED CLOSER THAN 6 FEET TO THESE IMPROVEMENTS. ROOT BARRIERS SHALL EXTEND 6 FEET IN EACH DIRECTION FROM CENTER OF TREE AS MEASURED ALONG LENGTH OF IMPROVEMENT. USE ONLY FULL PANELS. B. THE VERTICAL ROOT DEFLECTING RIBS SHALL BE FACING INWARDS TO THE ROOT BALL AND THE DOUBLE TOP EDGE SHALL BE ½ INCH ABOVE GRADE. C. PANELS SHALL BE CONNECTED WITH THE FLEXIBLE LOWER STRIPS IN THE LENGTH REQUIRED. D. OMIT BARRIERS FOR PALM TREES, UNLESS NOTED OTHERWISE. 3,02 EXCAVATIONS AND BACKFILL A. EXCAVATION AND BACKFILL SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS AND DETAILS. B. AT LOCATIONS WHERE ROOT BARRIERS ARE NOT ADJACENT TO PAVING, SIDEWALKS OR CURBS, THE BARRIERS SHALL BE BACKFILLED ON THE OUTSIDE WITH 3/4 INCH TO 1-1/2 INCH GRAVEL OR CRUSHED ROCK TO THE DEPTH SHOWN ON THE DRAWINGS. C. NO GRAVEL BACKFILLS REQUIRED FOR A LINEAR INSTALLATION. D. BARRIERS MAY BE INSTALLED IN SAME TRENCH WITH IRRIGATION LINES. SECTION 02935 90 -DAY ESTABLISHMENT PERIOD PART 1 GENERAL 1.01 RELATED DOCUMENTS A. THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OS THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. 1.02 SCOPE OF WORK A. FURNISH LABOR, MATERIALS, AND EQUIPMENT TO PROVIDE CARE AND MAINTENANCE OF THE LANDSCAPE AND IRRIGATION AS DESCRIBED HEREIN. 1,03 RELATED SECTIONS A. SECTION 02625-LANDSCAPE DRAINAGE SYSTEM B. SECTION 02810 -IRRIGATION SYSTEMS. C. SECTION 02910-FINISH GRADING AND SOIL AMENDMENT D. SECTION 02930 -TREES, SHRUBS, AND GROUNDCOVER 1.04 REFERENCES A. AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANLA) B. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 1.05 SUMBITTALS A. B. 1. 2. C. D. 1. E. 1.06 A. B. SUBMITTAL$ SHALL CONFORM TO PROVISIONS OF SECTION 01330. PARTIAL OR INCOMPLETE SUBMITTALS ARE CONSIDERED UNACCEPTABLE AND WILL BE RETURNED WITHOUT A REVIEW. SUBMIT DESCRIPTIVE LITERATURE AND SPECIFICATIONS FOR THE FOLLOWING: FERTILIZERS AND CHEMICALS ORGANIC AND INORGANIC MULCH MATERIALS SUBMIT PHOTOCOPIES OF CURRENT CLT REGISTRATION FOR FOREMEN PERFORMING WORK ON THIS PROJECT. SUBSTITUTIONS: FOR MATERIALS THAT DIFFER FROM A SPECIFIED BRAND OPR PRODUCT, SUBMIT SAMPLES, PRODUCT SPECIFICATIONS, AND PRODUCT LITERATURE. FOLLOWING PROCEDURES UNDER SECTION 01610-SUBSTITUTIONS. SAMPLING, TESTING, OR INSPECTION COST OF MATERIALS ARE TO BE BORNE BY THE CONTRACTOR, AND COPIES OF INSPECTION CERTIFICATES, REQUIRED BY LAW, SHALL BE FURNISHED WITHOUT ADDITIONAL CHARGE. RESPONSIBILITY THE CONTRACTOR SHALL ADEQUATELY PROTECT THE WORK, ADJACENT PROPERTY, AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR DAMAGE, INJURY, AND LOSS DUE TO HIS ACTS OR NEGLECT. CONTRACTOR SHALL CONTINUOUSLY PROTECT AND MAINTAIN AREAS INCLUDED IN THE CONTRACT DURING J"HROUGHOUT THE ESTABLISHMENT PERIOD, AND UNTIL FINAL ACCEPTANCE OF THE WORK. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OR REPLACEMENTS CAUSED BY ACTS OF VANDALISM, INCLUDING THEFT. THE CONTRACTOR SHALL EMPLOY ONLY CERTIFIED LANDSCAPE TECHNICIANS (CLT) WITH THE CALIFORNIA LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR LANDSCAPE DRAINAGE INSTALLATION WORK. PART2 PRODUCTS 2.01 SOIL AMENDMENTS A. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTION OF SOIL PH, NUTRIENT LEVELS, AND CHEMICAL BALANCE UNTIL FINAL ACCEPTANCE BY THE OWNER. THE CONTRACTOR SHALL TAKE SOIL SAMPLES FROM THREE SEPARATE LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, AND PREPARE SOILS REPORTS BY A TESTING SERVICE APPROVED BY THE LANDSCAPE ARCHITECT. B. AMENDMENTS AND TOP DRESSINGS ADDED DURING THE MAINTENANCE PERIOD SHALL CONFORM TO SPECIFICATIONS DESCRIBED PER SECTION 02910. PART3 EXECUTION 3.01 CONTRACTOR SHALL CONTINUOUSLY PROTECT AND MAINTAIN AREAS INCLUDED IN THE CONTRACT DURING THE PROGRESS OF THE WORK, THROUGH THE ESTABLISHMENT PERIOD, AND UNTIL FINAL ACCEPTANCE OF THE WORK. 3.02 THE ENTIRE PROJECT SHALL BE CONTINUOUSLY AND SATISFACTORILY MAINTAINED FORA PERIOD OF 90 CALENDAR DAYS. ESTABLISHMENT PERIOD SHALL COMMENCE UPON THE DATE OF COMPLETION OF THE WORK, AS AUTHORIZED IN A WRITTEN NOTICE FROM THE ARCHITECT AFTER THE START OF ESTABLISHMENT PERIOD INSPECTION HAS BEEN COMPLETED ANO PUNCH LIST ITEMS HAVE BEEN CORRECTED BY THE CONTRACTOR. 3.03 CONTINUOUS MAINTENANCE AND ESTABLISHMENT WORK INCLUDES MOWING, WATERING, WEEDING, REPLACING SOD, MULCHING, CULTIVATING, SPRAYING AND TRIMMING NECESSARY TO BRING THE PLANTED AREAS TO A HEALTHY GROWING CONDITION, AND ADDITIONAL WORK NEEDED TO KEEP THE ARES NEAT, EDGED AND ATTRACTIVE. 3.04 WATERING: A. MONITOR WATERING USE ON A DAILY BASIS, AND MAKE ADJUSTMENTS TO CONTROLLER WATERING SCHEDULE AS NECESSARY TO APPLY ONLY THE PROPER AMOUNT OF WATER. ADJUST WATERING SCHEDULE TO COMPENSATE FOR CHANGES IN ETO, RAINFALL, AND TEMPERATURE. B CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT C. MATERIAL AT NO TIME SHALL THE CONTRACTOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION. CONTRACTOR SHALL MAINTAIN A DAILY LOG OF WATERING TIMES ON THE JOB SITE, AND MAKE IT AVAILABLE FOR INSPECTION BY THE ARCHITECT. 3.05 DURING THE PLANT ESTABLISHMENT PERIOD, PLANTS AND PLANTED AREAS SHALL BE KEPT WEED FREE. WEEDS, NUT GRASS, DALLAS GRASS, JOHNSON GRASS, BERMUDA GRASS, AND OTHER NOXIOUS GRASS SPECIES SHALL BE REMOVED AND DISPOSED OF AS THEY APPEAR. 3.06 ANY DAY THE CONTRACTOR FAILS TO ADEQUATELY WATER, REPLACE UNSUITABLE PLANTS, WEED, AND OTHER WORK DETERMINED TO BE NECESSARY BY THE ARCHITECT, WILL NOT BE CREDITED AS PART OF THE ESTABLISHMENT PERIOD. 3.07 DURING THE ESTABLISHMENT PERIOD, ANY PLANT INDICATING WEAKNESS OR PROBABILITY OF DYING, SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. 3.08 TREE STAKES WHICH ARE DAMAGED OR RENDERED INADEQUATE FOR SUPPORT SHALL BE REPAIRED AND RESTORED TO THEIR ORIGINAL CONDITION. 3,09 CONSTANT DILIGENCE SHALL BE MAINTAINED TO DETECT THE PRESENCE OF DISEASE, INSECTS. AND/OR RODENT INFESTATION AND PROPER PREVENTATIVE OR CONTROL MEASUKES TAKEN. THIS WILL BE DONE AT NO ADDITIONAL COST TO THE OWNER. 3.10 SHRUBS AND TREES SHALL BE MAINTAINED IN THEIR NATURAL SHAPES. TALL OR SCRAGGLY BRANCHES SHALL BE THINNED OUT WHERE NECESSARY. IN NO CASE SHALL TREES OR SHRUBS BE TRIMMED BY HEADING OR SHEARING. PLANTS SEVERELY PRUNED IN THIS MANNER SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. 3.11 ON THE BOTH DAY OF THE ESTABLISHMENT PERIOD, GROUND COVER AREAS SHALL RECEIVE TOP DRESSING OF 5 POUNDS OF 16-8-8 COMMERCIAL FERTILIZER PER 1,000 SQUARE FEET. 3.12 ON THE 80TH DAY OF THE ESTABLISHMENT PERIOD, CONTRACTOR SHALL REPLENISH THE MULCH TO ACHIEVE 3.13 3.14 3.15 A 3" THICK LA YER IN AREAS RECEIVING MULCH COVER. AT COMPLETION OF ESTABLISHMENT PERIOD, AREAS INCLUDED IN THE CONTRACT SHALL BE SUBSTANTIALLY CLEAN AND FREE OF DEBRIS AND WEEDS. PLANT MATERIALS SHALL BE LIVE, AND FREE OF INFESTATIONS. EROSION OR SLIPPAGE OF SOIL CAUSED BY WATERING SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. WALKS, CURBS, AND GUTTERS SHALL BE KEPT CLEAR OF DEBRIS, MUD, DUST AND STANDING WATER BY SWEEPING, MOPPING OR HOUSING DOWN AS REQUIRED TO MAINTAIN CLEANLINESS THROUGHOUT. 3.16 CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE WORK COVERED BY THIS SECTION FROM VANDALISM AND ACCIDENTAL DAMAGE. DAMAGE SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OR REPLACEMENTS CAUSED BY ACTS OF VANDALISM, INCLUDING REMOVAL OF GRAFFITI, AND/OR REFINISHING, AS REQUIRED. 3.17 CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE WORK COVERED BY THIS SECTION FROM DAMAGE CAUSED BY FROST AND/OR TORRENTIAL RAINS. DAMAGE SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. PLANT MATERIALS DAMAGED BY FROST AND/OR TORRENTIAL RAINS SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER 3.18 FINAL ACCEPTANCE WILL OCCUR ONLY AFTER A FINAL INSPECTION OF THE ENTIRE PROJECT ATTENDED BY THE OWNER, LANDSCAPE ARCHITECT, THE OWNER'S MAINTENANCE CONTRACTOR, AND THE PROJECT CONTRACTOR, AND UPON WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT. ~r<'~ c>'-~ 3.19 GUARANTEE A. B. C. SHRUBS, GROUND COVERS, AND 15 GALLON SIZE TREES OR LESS SHALL BE GUARANTEED AS TO GROWTH AND HEALTH FOR A PERIOD OF 90 DAYS AFTER FINAL ACCEPTANCE BY THE OWNER OR HIS REPRESENTATIVE; BOX SIZED TREES SHALL BE GUARANTEED FOR A PERIOD OF 1 YEAR AFTER DATE OF SUBSTANTIAL COMPLETION. PLANTS WHICH DIE OR LOSE MORE THAN 30 PERCENT OF THEIR ORIGINAL LEAVES SHALL BE REPLACED UNDER THIS SECTION. THE CONTRACTOR, WITHIN 14 DAYS OF WRITTEN NOTIFICATION BY THE OWNER, SHALL REMOVE AND REPLACE GUARANTEED PLANT MATERIALS WHICH FOR REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. PLANT MATERIAL REPLACE SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" TITLE ---------~ REVIEWED BY: INSPECTOR DATE DATE expires 4-30-2017 4-26-16 2ND CITY REVIEW ~ ~ f--'5~-1 ____ 9--'--'16+---+--'3 ____ RD ____ C ____ ITY'---'--'--R=EV=IE~W'---------+---+---+---+-----t d CITY OF CARLSBAD d -1 PLANNING DIVISION -1 ~='-=========::::'....'::=::::::: March 10 2016 , . . DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL PL.ANTING SPECIFICATIONS Ocean Point DWN BY: __ WDG CHKD BY: __ \'YDG _ RVWD BY: WQG___ PROJECT NO. PD16-03 _---r-Z:.\-(L,,_ DATE DRAWING NO. 492 -IL