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BAT RACK BY L.A. STHLCRAFT PRODaCTS, me.
(818) 798-7401. lllST!\LL PER MFG. SPECS.
!lODEl BR-15 (2 TOTAL).
PERl11\NENT AlllM!Nlll! BE!lCHES BY PATTERSON-\Hll!AMS. MODELS
1119-:5 -2-EJ\. rrn QUGOUT (4 TOTAL). (714) 542-4255. INSTALL PER
!!FG. SPECS.
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PUBL!C WORKS rnREC:TOR
R.£. NO ---
DATF
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BY DESCRIPTiON APP'C. DES1GN(D DRAW~
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REViSIONS CHECKED DArE
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12" X 12'' !LD.S. AREA DHAHJ (GllEEN) '.rJOD:CL (51215 v,iTt•!DS 12108 GRATE
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5" JI'. 5" TYP. 'Y' DECI( DRArn BY zurm •• COilT/\Cf V &R SALES (213) 921-6704.
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4" I\TRlU/1 uRArn BY :i.o.s. s,,LES, rnc. (800) 233-2500. MODEL,:, NDS 76S
4" PERFORi\TEO fl.B.S. mir1m U!JE
4" f\.B.S, llRI\Hl PIPE. !SOLID/ •
6" A.B.S. DRAIN PIPE
DmECTlOil OF fLOU
/\SPIJALT PilVWG Ill
BOTTOM OF STC:P
FHIISH SUl1F./\tE
SET m FIELD
TOP OF CURB
TOP OF GRATE
TOP OF :IO!I STIUP
TOP OF FOOT!tJG
TOP OF STEP
TOP OF WALL
!'/\RKWG LOTS !I
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IF !T BECOMES EVIDENT TWH
PROPOSED GRADES 11lLL NOT
FAClUTATE PRU?ER DRMN,,GE OR
IHLL RESULT rn /\OD!T!ONAL COSTS
OR !F Tf!E CUNTHACTOR DOES llOT
mmrnsrnm ANY I\SPECT OF THE
DESIGN, TliE CONTRACTOR SHALL
CALL THE CITY !IHIEDIIHEL Y.
fAlLURE TO CALL 1!!E CITY ll!LL
RESULT IN HIE CONiRf,CTOR
REPLAC!l!G /\NY \/ORK Tl!AT lS NOT
CON5JSTEl!T ll!Tfl Tiff DES!Gfl
rnrrnr AT HIE CONTRACTCR'S
EXPENSE, ~.LL TIEPLACEMENT \IORK
SflALL BE DONE TO HIE
SATlSFACT!otl OF THE CITY.
r----·~=-
EARTfit/OP.K SUMMARY
1,LL AR[/\S \i!Tll!N UM!TS OF
1//0RK BOUNDARY
CUT
570 C.Y, 640 LY.
NOTE: Ei\RTH\iOHK FIGURES ARE FUR BID PURPOSES ONLY.
i.. CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING HIS mm QUANTITIES. 1·~·.-·cc·=======================
GRAOHlG NOTES
-HOLD FINISH GRADE A MIN!MJM l "' TO A MAXIMUM 3"' BELO\! FINIS!' SURFA
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THIS AREA.
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SKINNED INFIELD -4"
SECTION SEE SPECS.
TH!C~
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FOR LIMITS OF WORK SEE SHEET L-1
IL.ILIL (~l;:l~!~l;t~l.L ,,;~, ;;:'.,~qlflt;.\Jrtr.}, _i_...J_,, 1'-'J]1•1_:I•.f ~,i~ , 1·w-i:y•-•ci•~-.,,-,f, IL(b 1:1;1•.d:i._,, -';\~Jb1m~,1:1J~,:11,
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UNLESS NOTED OTHERWISE. ' _____ ., ·----· I . HOLD FINISH GRADE A MINIMUM 3" TO A M/iXl11LIM .6" BELO,; 10P OF SOIL
• HOLD F!N!SH GRADE A M!IHMUM 6" BELOW FINISH FLOOR ELEVATIONS.
RETAINING I/ALLS.
~ SLOPE ALL AREAS TO DRAIN @ M1N1~UM 1.5%,
Ii -SLO?E FINISH SURFACES @ MHHMUM l. 5%.
I• SLOPE DRAIN LINE @ MIN!MU11 l/2%.
MAXIMUM SLOPE ON MOH ED TURF SHALL BE 3: !.
ii GRADJNG AND/OR LANDSCAPE CONTRACTOR SHALL GRADE ALL AilEP.S TO DRAl
WILL NOT OCCUR. II HI CONSTRUCTION OF. MOUNJS AND SWALES so PONDING
~··==··--==~-~-=========== ·:-=-::=t:·~-....--,..., ___ •• -~~==~======•
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DRAWN
DATE.
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CiiY or-flE1;;tPO!lT OEt1CM P033692
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Ol\i11T PERt\~ANENT BLEACHER SEATING & ADD
CONCRETE PAVING, SE.E STAKiNG PLAI\! THIS SHEET.
iv10D1F'{ IRRIGATION SYSTEM ACCORDINGLY,.
ALL OTHER BID ITEMS REMAIN, .SEE STAKING ,PLAN,
SHEET L-2.
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PUBLIC V,'Ol'l:KS DIRECTOR
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2. TOOLED JOl!ffS. SEE .STAKrnG
PLAtl FOR LOCAT!ml & SPECS.
3. COl1PACTED SUBGRADE. SEE
SOI LS REPORT FOR SUBGRJ\DE
TREATl!E!iT & RElf!FORCHm.
4. BUI LO ING OR WALL
5. EXPANSION JOHlT. SEE
STAK!N~ PLAN FOR lOCATlotl h
SPECS. PROVIDE #4 X !2"
LONG REHlf. BAR 00\IEL O 3' -0"
O.C. lii6" LONG BUILDHIG
PAPER SLEEVE.
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2. PROVIDE 2 3/8" HAX. rnsrnr
SLEEVE TO RECEIVE PIPE HAND-
RAIL -PACK IHTH EXPANSION
GROUT,
3. CONCRETE STEPS.
4. PLANTED AREA.
!WTES: l. ALL f!A!IDRA!LS TO BE 2" G.D.
GALY. lll[ltl PIPE.
2. COLOR TO BE SELECTED BY
OHNER.
3. HELD & GRrno 51100TH ALL
JD HHS.
4. PROV WE INSERT SLEl:VES FOR
All VERT. HANDRAl LS.
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l. STEEL TRO\IEL FHHSH SHH/ER
ALONG EDGES, EXP. JNTS., &
TOOLED JUTS.
2. BROOll FHi!SH i1EDIUM/HEAVY
PERPfrlDICUl.AR TO IJ!RECT!otl
OF TIU\ff!C.
3. Will OR BUllOHlG,
4. EXPM,S!Otl JOltlL
5. TOOLED JOlllT -SEE SPECS.
6. PJ\D!US EDGE.
7. FH!lSH GRADE.
8. /14 X 12" lotlG SMOOTH RE!tff.
SAR OOl!EL @ 3' -0" 0,C. ll/6"
LONG. BLDG. PAPER SLEEVE ON
ONE E!iD O E.J. & lNTERSEC-
HO!lS ll/il/\LLS ~ BUILDING.
9. COllPACTED SLiBGRJ\OE.
NOTE: SEE SOILS RPT. & CIVIL
DI/GS. fOR BASE t
SLlBGRADE TREAT!!Erlf AflD
REHIFORCH:Elff.
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CONCRETE BLOC!<
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2. 8" X B"X 15" CONG. BLOCK
SPLIT FACE TO MATCli BUllDHiG.
3. 12" ClltlC. BLOCK HllERE OCCURS,
4. CONCRETE FOQTHlG .
5. F !!I! SI! GRf,DE,
6. 8" CDNC. BLOCK.
7. 14 &AR VERT. D 32" D.C. e. II•\ BAR HDR!Z.
9. 15 BAR VERT. B 32" U.C .
lD. #4 BAR HOR!Z. AS SIIOIIN.
11. DRAIN BV CIVIL ENGINEER.
12. 12' CONC. BLOCK.
13, 15 BAR VERT. D !&" D.C.
14. 15 BAR I 16" D.C.
15. SPECIAL iNSPECTl01l
REQUIRED.
15. #5 BAR VERT. I 8' 0,C.
17. #5 BARO B" D.C.
IB. #5 BAR U 32" D.C.
!JQifJ: l. GROUT SOUD All CELLS •.
RETAINING WALLS
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2' HIGH MAXIMUM
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0
4" HIGH MAXIMUM
---
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OATF. HY DESCRlf'i!ON ---~-----
REVISIONS
= -~ -~--' ---. --=•~:!!._=~.,.....-=-.,_..,~ ---.
6' HIGH MAXIMUM
-·-
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·--PUBUC WORKS OiRECTOR
RE. NO-·
DATL_ ··---------------
APP'D. DESIGNED ! DRAWN
-------·-.. CH(CK(D ,,,,.~I~ATE_-----. " ' .•;,::-_'-;;:-:":;:.,,..,
--
1. ?AVHW -SEE STAl(WG PLArl.
2. RETARDED FHl!SH -TREADS &
RISERS TYP.
3. SLOPE TREAD l/8'/FT.
4. U3 RE !HF. BAR CONT. 0 EA.
STEP NOSE -TYP. ! • CLEAR.
5. li4' RJ\DillS EDGE -TYP.
6. 6" X €' -10/10 LILI/. MESI!
7. C4 REWF. JAR -cmlT.
8. EXPAMSiOtl JOINT. SEE SPECS.
9. CO:IPACTED SUBG!lAllE.
f;OTE: SEE SOILS REPORT & C!Vll
DHGS. FOR BASE l SUSGHADE
TREATilENT.
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2, GALV. l/ELDED il!RE PANELS -
SEE SPECS, {ml r!ELD SIDE)
3. 2" PIPE POST.
4. F!lllSH GRADE.
5. 1 1/-1' PH'E RAIL {TYP.),
6. 1 1/q' PIPE BT!!. RAIL
(TY?.).
7. COHC. SA!lD • 12' IL SEE
DET. 18, SHEET L-6.
8. Pi\YHlG O \!ALKS. SEE DET. l,
SHEET l-4.
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2. 2• PlPE.
3. GALV. 1/ELOED Hlllt PAtlELS -
SEE SPECS.
4, 3 1/2' PIPE POSi.
5. POST SPUCL SEE DEL 10,
SHEET L-5.
6. 5' PlPE.
7. 1 l/4' ?!PE RAH. (TYP.).
B. CONC. GAND -12" H. SEE
OET. JS, SHEET l.-6.
9. PAYWG 0 l/1\Ll(S. SEE DH. l,
SHEET L-4.
10. FHUSH GRADE.
1. ALUIHHUi! SEAT ?lA!l:(lNG -2'
X 10' X ,075 Will, SECTIDf!
dl3379 )( Ln!GTHS INDICATED
Ori DUGS. JO m SECT! OUS
TOGETHER '1/JO!!H COYER.
INSTALL PER llANUFACTUflER' S
RECotlllE!lDJ\TlONS -SEE SPECS.
2. l 3/8' O.D. GALV. ?!PE POST
fffT,\CHtlEilT ?LATE.
3. BLEf,CHER STEPS.
4. CORE 2' DIA. X B" LONG HOLE
TO A.CCEPT POST PACK If/
EXPANSION GP.OUT.
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3. D:Pft1!S!O'.l JJ!!IT _
s. &4 nn1:F. en: cmrr. o 10• o.c.
6. 04 !lEl!:F. P.t;!; D JE" a.c.
7~ UEVE.Al -SE£ DIT~ 11, SHEET l·5,
8. CO::c. BLOC({ IJATCH BLDG.
9. co::c. PAV. 0 imu,s. SEE
DIT. l, SHEET L-4.
10. cc:rPACTED SUBSRA!JE.
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2, CONC. BLOCK HALL BEYOND,
3, cone. BLOCK \!ALL. SEE
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4. Flrl!SH SURFACE.
5. UII[ FENCE.
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i 1ul BLEACHER SEATING ~_ECTION • A' /EL~Y~!ION 3/8"=1' -o· 11 ·14 ·:1
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2. EXPAllSIQ11 JOHlT !1/DOliELS 0
!B" O.C.
3. CO!iCRETE STEPS -SEE DETM L
3, SHT. L-4 -Sll!ILAR.
4. COrlCRETE BLOCK 0 BLEACHERS
BEYOND. SEE DHA l L I 2,
SHL L~5.
5. CO!iC!lETE P!\VH!G Q BLEACHERS
BEYOND SEE DETAIL l2, SllL
L-5.
6. AlWl!llUi! SE.4T DEYOllD SEE
DETAIL Jl, SHT. l-5.
7. RETI\HHIIG \!ALL SEE DH/\ll
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tl P.O.C. """ POl~JTOr: CONNECTiON TO THE EXlSTlNG 2~ . I~ .,, !l DO~,lEST!C WATER ~/.ETER. RUN A 2 "112" SUPPLY UNE t:
' ii TO THE 11!4~ BAC!(FLCW PREVENTION DEVtCE LOCATED ' I PER THE APPROVAL OF TI!E LANDSCAPE ARCHITECT.
ll THE SYSTEh,1 REQU[RES 38.0 GPM !\.1AX AT 65 PSL
~-e:'---'==~__,.____,-:-· -
' 1/4• --0 ~~r .
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' 3i4' GATE VALVE FOR FUTURE USE I -INSTALL HJ GATE VALVE BOX 'SEE
DETAIL G SHEET L-12.
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-APPROVED
-PUBLIC ~'!OR!~S DIRECTOR
' R.E, NO
DAT"'
DE.SCP.!PT!ON AP?'O. DESIGNED DRAWN
REVISIONS CHEC!t.EO DATE
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IRR!GATIOf\! PL~l\f\l
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('UOUC v;orms OEPl\!lH,IENT SHEErL-lCO, 15
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FINISH GRADE]
POP·l:P SPRAY HEA!.l-----;:,,
PVC Sch. SO RISER----~
ADV IN RISER-----~
{as rnquirnd) \ l , \:ULV PVC Sch. 80----
CLOSE N!PPLE i \r==,
LATERAL I ~ ' UNE7 ! A'
f7~~h-·,: --r"1--lc...1 ~ LJ 11 l;
SWING JOINT
PVC Seil. 40 ELL /IND STREET Ell
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ADV (ANTi-DRAlN VALVES) lJNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL :NSTALI.ATION ONLY, AND MAY NOT BE REQUIRED ON ALL HEADS.
PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE OM-S!TE GRADES. IF THERE IS ,.;N EI.EVATiON DIFFERENCE OF 24" OR MORE
BEn\lEEN W.E HIGHEST HEAD AND LOWEST HEAD ON A SYSTEM, THE i\OV'S SHALL BE INSTALLED PER 1 HE DETAIL
SHOULD T!~E STATIC PRESSURE EXCEED 20%,, INSTALL A 'Wll.KINS' 600 SE.RIES PRESSURE REGULl\TiNG VALVE {IN A SEPARATE VALVE BOX) DIRECTLY
DOWN STREAM OF THE BACl<FLOW PREVENTiON DEVICE. S[T TH[ REGULJ\T!NG VALVE AT 10% HIGHER THAN THE STATED SYSTEM REQUIREMEN'TS.
SHOULD THE SlAnc PRESSURE BE LESS THAN THE ST/1lED PRESSURE, NOTIFY Tiff: ARCHITECT IMMEDIATELY.
ALL STATED GALLONAGES IN VALVE CALL-OUTS ARE ROUNDED UP TO NEAREST GALLON.
THE SYSTE~,t IS DES1GNED FOR THE MINIMUM OPEJlATING PRESSURE AS SHOVv'N AT EACH PO!NT OF CONNECTiON. THE tv1AXlMUM D[MAND OF GALLONS
PER MINUTE rs AS SPECIFIED. THE lRRiGAT1ON CONTRACTOR SHALL VERiFY THE AVAiLABLE WATER PRESSURE ON THE SfTE PRIOR TO THE START OF
iNSTALLATlON.
ALL LOW VOLTAGE WiRE FROM CONTROLLER TO VALVES SHALL BESOUD COPPER UF #14 DIRECT BURIAL TYPE. USE B;..ACK INSULATED WIRE FOR
CONTROL AND \'/HITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE PIPING WHEilE POSS:BLE. BUNDLE AND TAPE TO p,pE
AT 10 f'OOT INTERVALS.
PROVIDE A MINIMUM OF rn• COVEfi OVER ALL PRESSURE MAINLINE PIPE AND 12• MIN. COVER OVER ALL NON-PRESSURE LATERAi. LiNE. ALL PIPE
UNDER PAVED AREAS IS TO BE INSTALLED IN PVC SCH. 40 SLEEVE WITH 36. MIN. COVEF\. SLEEVE LOCATIONS TO BE AS SHOWN ON PLANS AND
INSTALLED PER DETAIL
ALL QUlCI< COUPLER VALVES ARE TO 8E !NSTALLEO IN SHhUl1 OR GROUMD COVER ARE.l'i,S WHENEVER POSSIBLE AND WffH!N 18" OF THE HARDSCA?E.
ALL QUICK C-OUPLEH VALVES LOCA1 ED lN TURF AREAS SHALL BE INSTALLED IN a~ rn,4. GREEN PLASTlC VALVE BOX.
ALL THREADED PIPE CONNECTIONS MADE TO SLIP.JOINT PVC PIPE SHALL BE M'\DE WITH A PVC THREADED COUPUNG ALL THREAuED i\OAFTERS AND
cot..:PUNGS .L\F!E TO BE 'DURA' DEEP SOCl<ET TYPE
INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF RADIUS FOR THE AREA TO BE COVEHED, ADJUST J\LL NOZZLES 10
EUMINATE SPR;\Y!NG WA1ER OM BUlLD!NGS AND Hr'\RDSCAPE AO..iUST ALL VALVES FLOW CONTHOLS TO PROVIDE OP1!MUM PERFORfJANCE.
•• --CONTROLLFR STATJON Ntlfv1S[n
---VALVE SIZE
FINISH GRADEl
POP-UP SPRAY HEAD·--·---·-ei
PVC Sch. 80 RISER -----,.
SW!NG JOINT------'
PVC Sch. 40 ELL AND STREET Et.L
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SYMBOL
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0
M!\NUFACllJilER
TCA:J
TORO
TQ"lO
TORO
TORO
TOfD
TOR'.)
!OR()
TOflO
TORO
HUNTER
f-1\JNTE:4
GR.lSWOD
RAIN BIRD
N:8CO
PTS
ftPPR()Vt:D
.A..PPROVFD
APPROVED
APPROVED
EXIST!NG
T()R',)
TOfD
I I MCDEL NOA)ESCRIPTiON GPM I PSJ i RAO DETAIL
570C-GP-FSO·LG SHRUB POP-l.!P
570C-6P-FSH-LG SHRUB pop:()p
570C-6P-15-Q SHRUB POP-UP
570SR-10SSH STREt--1.M SPRAY
570CSl-10SSH STHE:/!.M SPRAY
~70CS!-35SSQ STREAM SPRAY
570CSi-3SSSH STREAM SPRAY
570C.-4P-15-Q LAWN POP-UP
570C--4P-15-f'.' tAWN POP-UP
1·20·090-C04 ROTOR
1-20-360-09 POTOR
.19 ,_r
20
.35 20
.40 20
.90 20
.80 20
1.70 20
LOO 20
i .00 20
,60 20
.:JJ 20
.no 20
i .70 20
3.40 20
:-~.00 30
4.20 30
4.20 30
D'N-PRV SERIES ELECTRC RaJIOT[ CONTROL VAl.VE
7
7
10
1 0
15
14
: 4
1 8
1 S
15
15
35
35
35
#33 QUICK COUPL!NG VALVE VhYELLOW LOCKING V!NYL COVER
T "i 13 LINE SilE G/,TE VALVE.
825Y REDt1CED PRESSURE PR!NCIPLF BACKFl OVJ PH.?VENTfON
DEVICE.
nfv1E SE.HIES EU:CTR'.C CONTROLLER AS PART GF 'FTS' CONTROLLER
.ASSEMBLY.
LATERAL UN~. CL!\S.S 2:JO l)VC PIPE, SIZE AS NOTED.
MAIN U~~E, 1 112n ;\ND SMA!..LER TO BE SCH. 10 PVC PIPE .
2" ANQ LARGER TO BE Cl.ASS 315 PVC P!PE
-4~ OIA. MIN. SCH. 40 PVC SLEEVE. INSTALL 24" BEL.O\V FIN!SH
GRADF ANO EXTEND 12~ MIN P,iST lCGE OF rAV!NG.
2~ DIA MIN. SCH. 40 PVC F..IECTRIC CO'\!DU!T. lNST.t\LL NEXT TO
PIPE SLEEVE.
DOMESTIC WA1ER METER BY GTHEi~S.
570C-6P .. FSF-LG SHHUB POP-UP 7
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ALL MAIN UNE PIPiNG AND CONTROL WiRES UNDER PAVlNG SH/\LL BE INSTALLED !hi SEPARATE SLEEVES. MAIN UNE SLEEVE SllE SMALL BE A
MN!MUM OF TW!CE (2X) THE D1AMETER OF THE P!PE TO BE SLEEVEC CONl F~OL W!flE SLEEVES Si-lALL OE Cf' SIF·TIC1ENT SIZE FOFl THE REQUIRED
NUM3ER Of W!RES UNDER PAVING.
ALL LP.TEA.AL UNE P!PlNG UNDER PAVlNG SHALL RE PVC SCHEDULE 40 P!PE ANO SH~.U. BE INSTALLED PR!OH TO PAVlNG_
!}IPE S!ZES SHALL CONf".ORM TO THOSE SHOWN ON THE DRAWINGS, NO SUGSTiTUT!ONS OF Sf.r'iALLEn PIPE SiZES SHALL BE PERMITTED, BUT
SUBSTllUTlONS OF LARGER SIZES MAY BE f1PPROVED. All DAMAGED AMD REJEC'TED PIPE SHALL BE RC!V!OVED FROM THE SITE AT T~E l!ME OF Sl\iD
HEJECT!ON,
FIN.Al LOCP,TION OF TilE AUTOMATIC CONffiOLl[R Sf-iAJ..L BE APPROVED BY CWNEn·s AUTHORiZED REPRLS[NTATNE
120 VAC ELECTRICAL POWER SOURCE Af CONTROU.ER LOCATION SHALL BE PROViOED RY OlHERS THE IRR!GAT!ON CONTRACTOR SHALL MAKE fHE
FiN!\L CONNECTION FRCM THE EL[CTR!CAL SOURCE TO 11-lE COl:·llRiLLER.
ALL SPRINKLER HE/\GS SHALL BE SET PERPENDICULAR TO FINISH GHAOE UNi_f:SS OTHERWISE SPEC1FiCED.
THE [RRIGAT!ON CONTRACTOR SMALL FLUSH AND ADJUST ALL SPRIW\LER HEADS A:,,;o VALVES FOR OPTIMUM COVERAGE wrn-; M1MMA:.., OVERSPRAY
ONTO WALKS, STREETS, WALLS, ETC TH!S SHALL lNCLUOE REGULATi~~G THE F'F~ESSURE AT EACH VALVE: TO OBTA!N THE OPTIMUM O?ERATING
rRESSlJRE FOR EACH SYSTEM
THIS Ot:.SIGN IS DiAGRAMMATiC. ALL PiPtNG, VALVES, ETC., SHOWN VVlrHIN PAI/ED ./\Rf.AS iS FOR DESIGN CLAHIFJCATJON ONLY AND SHALL BE
INSTALLED lN PlANT!NG AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE A.LL VALVES IN SHRUB /\RE/~S
IT iS THE Rf::SPONSlBiUTY OF THE IRRfGAT!ON CONTRACTOfl TO FAMiUMllZE HIMSELF WlTH A:.L. GR.A.[)(: 0!1=F[FlH~CES, LOCATiON OF WALLS,
RETAJNtNG WALLS, STRUCTURE:S AND unUTrES. THE !RR!GAl !ON CONIRACTOR SHALL RCPi\'.R OR REPlP.CF. ./JiLL iT[MS DAW,AGED BY HIS VVORK. HE
SHA.LL COOROINATE Hts WORK wrm OTHER CONfRACTORS FOR THE LOCATlON Al\JD INSTALLl\T!ON OF PIPE SLEEVES AN:) LATERALS Hl.90UGH WALLS.
UNDE>l ROADWAYS /I.ND PAVING, ETC
00 NOT W!LLFULL Y INSTALL TiiE SPR!NKLE!l SYS.T[M AS SHOWN ON THE DRAWINGS WHEN ff iS OGV!CUS iN THE FlELD THAT UNKNOWN OBSTRUCTIONS,
GRADE OIFFF.rlENCES OR DrFFERENCES IN THE AREA O!MENSiOMS EX!ST THAT tv11GHT NOT HAVE BEEN CONSIDERED iN THE ENGlNEERiNG. SUCH
OBSl RUCT:ONS OR DIFFERNCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S /,UTHOR!ZEO REPflESENTATlVE IN THE EVENT THlS
NOTIFICAT!O~J IS NOT PERFORMED, THE. IRRIGATION CONTRJ\CTOR SHALL ASSUME FULL RESPONSIBIU1Y FO~l ANY REV1SIONS NECESSARY.
ALL SPRINKLER EQUIPMENT NOT OTHEflWISE DETAIi.ED OR SPECiF!ED SHAU. BE ;NSTALLED AS PER MANUFACTUflER'S RECOMMENDATIONS AND
SPEC!FlCATIONS.
REFEfl TO SPECIFICATIONS FOR ADDITIONAL DETA!LED INFOR.\IATl'.JN. lRRIGATIOf\l DETAILS
-=1
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PUBLIC WORl<S L:HH,CTOP
RE NO ·----·----· --•
DATL_._ ··-·----------· -----·-~--·
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DESCRiPTlON
.. ~ --·---, •I i .ArP'D. DES!GNE.D DRAWN i ?033692 ' CITY Of tJE\'JPOl1T BEACH
REVISIONS
'
r;HF.tTL-H Of 15 ~
---·----~-.
Cli£C/'i(O DATE
_L= PUBLIC WORIIS DEPARTMENT
·-. . ~ .. ·==--~---e,:::C::."'.;."'--,.'Tie .,_ =-~...,...,_!J
P-5137-S II OF 15
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l {with 100 mesh min. rnone,i screen
I IBACl<FLOW PREVENTER
I b ASSEMBl Y.
FINISH GRADE ,---11 ---------------'
BRASS RISER
~--,-.-120 V.A.C. CONDU!T
WALL MOUNT CONTROLLER
MANUFACTURED BY:
PACIFIC TECHNICAL SERVICES (PTS)
1 l 16 W, BRADFORD CIRCLE
CORONA, CA 91720
(714) 737-4010
NOTE: Ail wlro lo bo installed as pa, local code.
provide commcrc!ai padlock and t;vo {2} koyn t□ m•Jrwr
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~-PLASTIC VALVE BOX WITH
LOCICING LID MARKED '"G.V",
NOTE: !nsla!i valve box so Iha! !he top of cover
ls 2" above finish grade in ground cover
areas and 1 /2" In turf areas.
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/ PVC Sch. 40 ELL AND STREET ELL
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(length as required
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PUBLIC WORKS D.HlCTOR I R L NO ·----· ,. ,_ __
DAiE_ ______ , .. I ,I . ' -----I P033692 ii DE51GNf-.D .i DRAWN BY 0£SCR:PTlON APP'D. CITY OF fJEl'JPOflT DEflCH . ' ... , .. _ . -----. . -----~-. ---·--. I SHEET L-13 o,_1s _] REVISIONS CHECXED 1DAT( PUB UC \'IORKS DEPARTMENT
1: =----~-----~ -=----·-----,,,.,"~ ::::,,.,.._..----C.
P-5137-S 13 OF 15
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LIMIT OF RAISED
PLANTER SOIL MIX.
_""";
CTERNATE PLAN 'A' OMIT ALL
. -1",MATERIAL-THIS AREA
PLANT
WIV:::CNil 1
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1l SEE P~ANTING LIST' AND LEGEND ll I SHEET L·-15 ~--~-'i
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:, COl!i'AC![I) \iASfl(O PL/i51f.H
SMID Bf,CKF!LL.
2. ROOJ BALL.
J. tOrlPi\CHD SUl1GP1\DL
f Hi! SH GRADE.
5. VMs: ROOT B1ill OEP!IIS .~o
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24'' BOX
8 24 •• BOX
corns PLUf'OSA
IL~X ALTACLARENS!S
'WiLSONII'
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