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8-18-94 ALL SLEEVa5 LOCA -TED AT GA -CK- 806E OF CONCRETE;
ON E &I' SCI -I . .40 PVC MAIN
N E 2
o" ' " " WIP-S)
ON E Cohn, CA6 LE)
O I�2" " '• OPE'I
I8-17 C-5 TY? I GA L MAUI ,; W i 12E A, -r
C(-IANNtL DRIVES (60T14 SIDES
21 or- sTRep_-r- )
MAIN, WIREAATGRAL/
CAG LE- SLCGV ES AT gA4CL
EDGE of 0P4VEWAY APROIJ
G• - - -� WAY
GVRS MAIN WIRE
12"- l $' sAcr- OF
+ DRIvEway ED4E
MAIN W 1 RES
HAIN � M
1 wlrcEs '
FRONT 2. • r S„_ 12" an
of WALK 3' 51.E I r ACK o 18-20 Gi
-- - 2 hNDER W.A I ALK 2" '
I8-19 c tp A IN
" Z r MAIN F -
rt
wlcs 1� ` 3�dil 12"- Z4` FROM
2 3 (c,,aTals t
• �n �„ F3AcK of cUler3, ,L
L.00A'T ao Z77 FT.
i - F•P•oM c4.4ANNIr.Z N � I �M. CR3LE
- EXISTING IRRG. SLEEVES z� t "- 12. owcv.
Krj,T oi=
- oTLS A ler ScF1.40 PVC
MlZr3
g
- - STA. 79+4 sL.EG-VEs ANo 3 CL. S
31s pvc m tiN wlTl+l�l
APPKOX. so' F�rST 1 , 4� 1� LG•
OF PPLI V EWA`( APR04
WIRE
18-22 65'
2n _
._- - - - -. $- Ip-9�- 1 SOC' ,� ,I,• � �1
ONE 0 SCA .40C
SLP -CV E (D bi1) ION E IL \�L``
+ 2 3" SLE -Eva poR w IRE. r y l \ \ ' • it °\
j AgJ AT BACK i r*f-
OF pRIVEWA'r,APRoM.
c •6„_ 18"
2!
18-24 DETAIL 4- AND
(po CCWD DWG • 2A
ll _
COM. CABLE �r
0- 12" I=Rowr I /�
OF MOW CUP -1;3
,L 211
69A 55
1 0
1 a -
I
• I t3P►C.K I 1'.O.0 . TO 0\
FLAW • • ExISTIN6
� H gTE. = co
NORTH 0' 20' 40' 80'//Pump 91 - =0i� DETAIL5 '` Z
1" cow Purr I 00
� Powr R
44 5 CONITROLLE SLGIcVE
F-� '- • • N
if I CAL WO- S : w' or- R .
1, PER Co1JTAAC.T I?EMS, 2y2 ! L�+R4t� Mowcvrtg C M 24 OF o.w. Z
ELECT. METER pVlowcuRg • I
MAINS IS CLASS '51S SMALLER C0q•61NIET FOR 4:5 11 T 3
Is SCH.4o PVC. ALL LATERALS SCH.40. 3VA VE I 5
CAL S t1`�IS dL I x-19 311 MA)4 r - - -4 WALK'
2. • �f P I r=�R SY T 5 8 _
43,5, WHGIJEVEFZ ANY EXCAVA-TIOhI --- -J V,�UL.."F 6' CURQ t .
S 'TO OCCU fZ VATµlnl 5 FEET OP Pvm P 11
OL
PoWF fZ Rv►J OAOV - 1" CONOUI r SL£EVES� M�4QLE leo�c . X311 VAL E i
PUMP POWER CLRC•ULT a39EAKi=K IS To 12" Aw,4y r-iq,0 l .
gS CLOSED FIRST. POWSA RUNS APPRoX. 2 VAULT. ►WAIN g
1$11 DEEP. SK�TcH OF NORTH W CST COKNeK
3. T�(P(cAL TKEnICI-iE5 = (WNP1 Powep- NOT To SCALL
CT
COmOUIT FOR
_ PUMP -Is PRESENT 2
12" 11111 �� 31
ITIS OFFSET r-goM
au',IS CDN-TRDL WIREv-
�TEI�,L I;ONTRoL CorA. CAr3LE CONNECT COMMUNICATION CABLE _ p '
WIRB AT THIS POINT IN PULL BOX, MARK BOX �1
to
"COMPUTER CABLE" USE SPLICE KIT
a SPECIFIED � o .�'� �Q v i
1a •,.
2e WATER ME -rem 4 So>( /oi
AT EXISTN/a 2
I" SWZVICE MA 1N 111 WIRES / fZED0
AUTOMATIC
2 P CSPrME O/M•� "' " ..
PER CCWD PVJ6. A • 8 -1f3 FRoM BACK
5 22 6� 5 23 I F1cLs7InK� CONTROLLER '5' (EXISTING) f���MMor7� 0 N
OF cU2B. [At / ! °cG/cF�W
r�' g." �Nvv rT Lu
°'
CABLE "- 2"FRoN 7` 21 2U 4-9 ELECTRICAL SERVICE TO app/7�/y�.c�
OF MOWCVRCi. _ I ELECT. METER ALREADY � E - � $
/ / /T PROVIDED BY AaaJCY $ m
5� 1 (03 c • -- �P] SCE r ll Pf Wow (SEE DETAIL NO. 1) a cr
18-26 !00 2� 3 I
r >2
ig(j5 20 b7 1 yyuI ENEC I M
3 SLEBV£S I1 1 � 2>' `L a t n -�= O I'
UNDER WALK 1 r • / 0 THRoUG N Z
ONE 6 (Nl/JrInI) / ,,r " �c.c. C. a. , " " , [ S/�ISTP� t. / 1F`iT� N PULP i E XISTL�I�
u 1 /:iG ` I t► I 3 • i N
'HYDRAULIC CALCULATION ONE '� /��/ �/' } qZ 'h 3„ sttTL/te r DE7PY sLa++••vEs r
3 (LATr�RAL , I P 1 r �1 I' % uj a., I.( sPE�IF(� aNS .
•__ _ _ ONE 2" (WIRES PFOB Pow 1 i PP cE It t
HYDRAULIC GRADIENT (ELEV.) MIN MAX it ` , - I I t r ,�-C Cj"� , _ liy� 0 n N 2� �II I _IaSCE
/ To I$ ELEC. � O �
,, I t r I LTi" " MAIN �j WIRES Ll �� ll%/�/ L� O
CITY MATER PRESSURE �-5=•i MIN r0�J /LAX Ii M�TE(Z /ylll Mr ` " r , `' I , - _-- _-- /4iR
I N n 1 �� ,� 12'tYETI v ! ////
/ , , Zu CL1R13 -1W6
REQUtatID DELJrEItT
PRESSURE 2 4° Sc11. RI 1610
1 //. , - -
i - -- - - -
CoNf�VI SL.EE V E_ f oR ` � � 11 � MN IN ir`L�►IR£ I � � " If � O � ?I� I�f�V�
P ER itJN o hrE 1 �I I2 -16 FRoM K 2�•-
R.C.V. Ia-I 18.2(0 -EXISTINGiRRG. SLEEVES of Pis -r Cullg '1'lt �,� A�►' �9' Ejl �• � I�
METER I-
5.P.U.
C.v.
MA-
M.L.
NJ-
LAT.L
,
SIZE G.P.M. F.T. I VEL
r.LOMP SIZE C.P.M. I F.T. VEL If.LOSS.
SIZE C.P.M. F.T. VEL
fz1I 602
,,.g112u (P,0I
t? -Gy
2 (02
10 1 211 (o0
0.0
7F_ (p2
25
121 I,
26
lj�l (02
p,
1 02i1 &0 420
1 2
2 2 l02
y
.-H
SUR -TOTAL
rt=LLANEOUS 10%
ELEVATION DIFFERENTIAL
HEAD OP'ERATbrG PRESS. REQ.
51
SU)t-TOTAL
IYr:SCELLANEOUS 1OZ
1ELEYAT10N DirmrNTLAL
INEAD OPERATING PRESS. REQ.
1.11
3 5
2
9JO
t10
TIITAL O'KRATION PR:'SS RAO.
PRESSURE GAIN DUE TO (2d)
-At ll
(Ob
TAL OPERATION PITH REO.
R omit PRESS. REO.
'� 1
$
�lll �, ° ISL
SPLIC Co 2 I
u �
- -fJ i _)-4 LOCATF,p 6-27-`u{ 3 SLEEVES ALL laACTq** µF'1'1 I t
STA 75+28 sm 4o Pvc WrTR AO DE.D 1 10
ION
a ,
CL./,Zoo . suOsLEEVE r-oKlc/p�rl• 18 sR� 'i • w,'q��- 0
7r
- C�,BI.E. WITIFI►.I •4"WIRE `C• , ���Y , - tiL41 - ' __ - �I d I I 0- o �1 n /I
SLFcVE 6 � �! /2��_24„ IRE �' � • "��►� �' 1 CbNNEeS TO EXISTING IRRIGATION
u 2 N 1 ' 6.c. II ►h I " n ''�' , r ' • " • I MAfNLINE . �( /�iF /1 .517
- AUTOMATIC 2 3 sC.H.�fO I � I � A � f � 1�1 fPvc sLGEVE
I
CONTROLLER '18 Pvc SLEEVE FIVE s VES ► -s g" 1 P. O. C . 2 wlc I,A-r�aAL �i" r ► II r II I v I q I ' • II N , J PIT
I�
Y
F� L•ATF-�iS 18-23 UNDER DIZIVIE- � P�� I Y CoNTRo _ /n
WAY 6EHW D CD
211 C.0 RB - ON E G 3 I n tl • • , r ►.LIRE '
ELECTRICAL SERVICE TO 2 TI•fREE 2- 4 � � r M _ y �' 1 � .LIJ
ELECT. METER TO BE ; _ ONE_ l Fort MAIN L LS_wIRE I ��, % _ , t • I Il r _® I Il
uNot�R wr+L�c Is - �
PROVIDED BY CONTRACTOR oNe -
j' (SEE DETAIL NO. I) �4 RIG►p -EXISTING IBRG. S EEVE 2 It I �L�L, 1 I uTv r l �,�' " + , I I I I 8 scl-I.
F0'a JIT $LPOVJE I !`L 3 Scrl.st0 Pvc w Lo-) • L II"(IT L 1 � 1}O pvc �EXISTWG IRRG. S EEVE w
L:
Fat Pur►•IP
poIME R• C•
ONE .¢" ScN. SFO Y�" - - I.-I•EKAL 4. 1'/i 5CF1. to LATERAL SLEEVE -A i i -�i c - aTH sco..40 PVC �1�
a O STA 74+2Q sLElt vh - STUeouT FOR FUTU E IRRIGATION eve- sLEev 2 0 v -
PVC SLEEVE FvR 1^ SERVICE IN UTILIT ORRIDOR LA'wCRAL SLEEVE • �xIST �411NE 5
ELEVATION DIFF CONTROL WIRE vJ
'ST
THIS ptR►WTtON SY'STEY NAS EEtEEN DESIGNED FORAMEN. OF��P.il AT 1cAIt_ r u1lTN ONE 3/ " CL. 200 - 16-
-H.W.O. FEE R Q A 67+7 Z 0
vE Q O
4 PARCEL 1607-5 __1 - _ � (drill M. w •� �iZ fila.li� - - I:. _EXIST T PRG.- VEa' � � '.�
`I ,L 'SUGSLEG-VE IN IT FOR - 1,+ -til
' 1 -- -
s4 ,, U) 'c'a
-STA 67+85
..__.... Cpr✓I. cA13LEs- NOTE � - 2 ,,.
APPROI<,. 2 1=T. FAST of - - 18-25 /i(IST/-.1-,� -1 IEj471aN rJ - - - - - - _ •oE� NOT
THESE SLEEVES ARE - �� �,�P• ��H-�T - ,�Z - 5-26 F5-,Z7]ya o 5-28 5-29 � AeAD SPAC. WGI/NOZZLES sw(sk-TLY ���
1 n 11 r /.•• ..
ONE I/2 AND ONE 1} LI -2 •r D�THL 2. 7 -12 -OW PVLLED C00-rROL 5 25 - II nII q I t=ERENT THIS AREA DvE -ro ♦``�" _ �'�• _ cz
2 `L i1 I�, SMALLIER WICITH . Q C
... SCH . s}O pvC SLEEVES sl°rcG l��oNS - -
_ SI�ETCIk e C(-4AN►.IEL �RI�/ES ARE Lt�EusEo • 1 - -TOE VA vests IJP -2 coNT2OLL.ER ill ":• (a
NOT -1•o S WIRE SPLICE PIT IP, -2s3 Lo-2� AND �R PVGSCII•h0
N CcILS Q �oK VAI; VES CA-rE0 W u-nw-f-( {
-T GoRRI(�ofZ WI IN % SLEEVE FOR Z W
/ PROVIDE 1 COMMON AND 2 CONTROL WIRES FROM Is -2 1 1$-2S R� LA, -re -PALS
HYDRAULIC CALCULATION Q
C0R(LIpoR 1S /�PPRoX. 2 ••� Q ll•.
CONTROLLER - 18 - TO THIS POINT FOR FUTURE USE. WIRES
' GA<Y-or12-13 Soo -r;4 or- MAX ,
i 1YI/klna j WIRE 'r0 sLEEVrr � 2. CONDO 2 NTDRAULiC GRADIENT (ELE1l) MN(_- • /' � � �-
g IL" g, c . 'r'P CrLoss -V 0 ARE TO BE INSTALLED IN VALVE BOX. IF ONE IS NOT LOCATED AT THEME+. WALL . CITY WATER PREE:SURE () aIN
P.SJ.N X00 MAX // I~ O
_ THIS POINT, PROVIDE A ROUND PLASTIC BOX FOR THIS PURPOSE. 2 Z v,
„ u CI-iANNCL f ClilMhlEL 111�41N WIRY: S CONDO J6140 L M/}lNl WLR - Z REQUIRED DEWER>< PRESSURE Cir/ O -
SI K>✓ pARKwA�(_� DRaVE 8� m" F. W. •0 LIVEWAY - ' • . 6 •1$ g.C: O i
RC.V. 5 - 19
IO" -18" BACK - I or -mo 2
D(LIVE -
SIDEWALIC - - _ _ -�_. _
CI-FANNEL MAIN II LUIR M/Jrinl {"WIFLE O N " THREE_ $cH-40 pvc eETu.
wall,
61- 12 B.w. 6 ZO R.W. COM. CABLE 6 -12 2
/ I - 64 FRONT OP Moweui%.
Z $LEE VES ' ON (�" C.r.
•-,(FICRl Ct-VkNNGL fl2IVf_ SLrrl(�VE �A
SLEEVE CRoSSInIC7S ,ARE \•' SEE SHEET LI -2 1 (MAaN�, ONE 3°(WIRE,
2u 18-11 Mi-
�OCA-rF t Ssw c) aca': w.L
6''- 12" Irisloe or- Ew7Gf- FOR ROUTING OF I. 64 MAW $I WIRES
12"-1gj"I FROM II AT (BACK EDGE oP
AUTOMATIC CABLE ACROSS ►I 2 pS PDEYDNo M1
DAY CANYo►J S.C. 1 _ 1 LATl
1�Sp1iALT AND EXTEND
A N o co tZnl �c2 of wQ L.Ks CONTROLLER ' 19' u g- , w F sTsl Dt,
C NTRACTOR SH71,J17.171.
b(ZIVEWA�( /a?BONS 2 ABANQ9nl EXISI2� BEYOND B.C.
ELECTRICAL SERVICE TO Mi�I�1LIIJC
ELECT. METER TO BE i IC N ROLI,WIRSS I 6. c_ r p " SERVICE AT TA I2"WA`TMs-TSIDE,
�. PROVIDED BY �NTRACTOR r : I GDMMoN t r , r 1 1 1 '' n G•C• CGWD RRNEIAIN PER
QUI EVENTS
SIZEC.P.M. F.T. VEL
FLOSS
SIZE C.P.M. F.T. VEL
F.LOSS
2p (*
0.0
21 U
10.0
11 of
4
�jq (OQ' 20
�•�
!o
SUET -TOTAL
MtSCEIJANEOUS 1=
ELEVATION pwrERENTIAL
tIEAD OPERATING PRESS. REQ.
2rJ
SUR -TOTAL
MMtSCELLANEOUS 10X
MELEYATIOM DIMERENTLAL
MEAD OPERATOOG PRESS. REQ.
Z'S
�%fQ
I r w
i6 otom
•:a.I .:.�29 -
HYDRAULIC CUDIE.WT (ELrV.) -MIN---MAX a W. -O ADDITIWIAL DOOSTER P*r3S. *EQ. 5-mT*NAL PODS= "EM Fla. KEY MAP
CRY WATER PRESSURE (PAJ.) WIN 1'2 MAX
.. • • „• �•� p • �.. ( LLiii� NORTH
SIZE C.P.M. F.T. VEL
F.LOSS
SIZE G.P.M. F.T. VEL
F - OSS
2p 1 10
2.0
21t
0
11 of
4
!o
SUET -TOTAL
MrSCELLANEOUS 10X
ELEVATION DIFFERENTIAL
NERD OPERATMC PRESS. REQ.
0.0
SUR -TOTAL
MISCELLANEOUS 10%
ELEVATION DIFFERENTIAL
MEAD OPERATING PRESS. REQ.
�P•f
410
TOTAL OKRATION PRESS. REO.
ADDRIONAL ROOSTER PRESS. REO.
TAL OPERATION PRESS. REO.
ROOSTER PRESS. REO.
A 2 DESTANCE FROM BACK I2 • I I 1 \`\ � 3 _ - - -- - - :%
WHF-L ECHAIR RAMP , u E 3
6Q 19-24 "' 3n caos'srE�vE 2 1116 // 1�„ Y �_\� EXISTING IRRIG. SLEEVE o
tiAL
put
211 - ,.
IL
I� + `h� - - /jail +►� 1� � I 1 • � t II �u SLE
2 B.PA.��I�DET, 85 A r
Cc WD Dw6 2A .•�s•�y'� Y2 I " �� /
2!' WATER METER .r Box l +� r t *:'' • / EE u 8CR
AT E>cISTINCa 2Y SERVICE
CCWD DWG. 2A
r !2 T
I $UMP POWER cc*40VITPVC M j 3 TE
�
e � I' • t / / \1C �1 ` � � � LARAL .1
IN CAM. G/t3LE-f1q,E14C1-y 1, I A 18-9Hee.a. Pump
LAW VOLT 1 e w ` I, - I , / •i i ' owe a' SCA. -JO SLE.S (MAIN) 18-8147 II
b.I IRI= IN 3 19-25 � • I / �/ ONE 3" " N It
-- - - TNRS OtRIGAT10N SYSTEM NAS SEEN DESIGNED FOR A MIN. OFMP.S.E AT mAxXF.P.M. 'gemcMAIN 44 E ,I n Y , I�C 1 0 // ?ins ALL! 2 MN►J #WIRES ONE " WIRES II .
U � �' � - r � - - -- - --'.
,L 0 PO.C. n I,)! HERE Z 2 EXISTING IRRG. SLEEVES _ u
r COM. CAREEI°I SOUTH LL ` " - - h - -- - 3 SCH.40
1-1 M�I►.1 1 L 1 w oN6. ro ScN . PVC2 FVC, 1•.A- aRAL
i To EXISTING, CABLE +1(�► r VOL -T PUMA' I ' SLEEVR (I`�(/.I ANO _ $TA 84+55.' sLEeVs .
IS O"-12" Ft2,ONT OF /'� #, PowsK JIT a / ONE 2"ScHAO vc E�CiSTING-IRRG. LEEVE
MoVJCVfZ.6. - MAIN 1 0"-12" SLESVINca IS ITHI►J '(-�"-&-T-4'� 6-2�- 4 FOUND HERE - - -
WIRES 12"-24" I 1 • ,,1 1 OP I Zu + 1 O'-3' OF BACK OF �TA 67+ EXIStINra 1- ro" AND
- T3ACIL O F CURP� . 2 H� I- s} _• SCA. 40 PVC SLEEVE _� j
�!i" �\ r-� EDGE OE= CONC 'jF 11/_e ��:., 'n,. nCA10E� A I Kf^-rr7C% G,, I lti-1O1
- • S3 19-26 12M ' I t 01 .5�� �- - �- r 1. HALT DRIVE BETWEEN END OF SAW CUT EXISTING ASPWITH SYtUb. ANU WNS I HUG I IUN Ut I AILS. stt 5t•Itt I NV. Lu -i
STA g3+00
r I l i I
Ij1211 E% t ` • 3 //�/Nf�`7� Ig F- IoUS MOWN ��E APRON R.O.W./PROPERTY LINE (3# FEET). $, FOR SYMBOL DESIGNATION SEE LEGEND ON SHEET NO, LD -2-
'Z EXTRA COM. SPLICE 1 �K j of ' 3" `� Ig
.rfi >�uo 4.o��D/V INSTALL 1 - 6' AND 1 - 2- PVC SLEEVES (SCHEDULE 40) - '
EIGHTEEN INCHES (181 BELOW FINISH.SURFACE. PATCH 4. WHERE PRESSURE REGULATING VALVES ARE USED, VALVES ARE TO
18 - 5 {� AND REPAIR ASPHALT (WHERE DAMAGED).
(LUN r BE ADJUSTED FOR OPTIMUM PRESSURE, OR AS NOTED ON DRAWING.
\� i
TRENCH AND INSTALL IRRIGATION SLEEVING BETWEEN END s. ADJTALL SYSTEMS TO AVOID SPRAY ONTO BLDGS, WALKS. AND ROAD -
3 5
SL.EEVES� ALL Sc -14.40 PVC. MAIN WIRES OF CONCRETE APRON AND R.A.W./PROPERTY LINE (3± WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES.
1- 6" MAw) I - 3" �LATF-KA.L� "- 15" SACK FEET). 1 - 6' AND 1 - 2- PVC SLEEVES (SCHEDULE 40) -
LKCWIRES� Tp SSSS UNOEW, of WALK. 2 EIGHTEEN INCHES (181 BELOW FINISH GRADE /R�STHAT NEED TOSEDEFINED INORDERIODETERMINE EXACT
, BACK 04 PARK WAY LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING
` �'j • I ALN
OCa I3.C. I -FERE pIR6.cTLY O3. TRENCH AND INSTALL IRRIGATION SLEEVING AT END OF
AC SCONTRACTOR TOSEE THEY ARE DEFINED PRIOR TOINSTALLATION.
112 p " S FROM I. I al -IT POLE FROM 1•}ERE SOUTHWFSI
ASPHALT. INSTALL - 6' AND 1 - 2' PVC SLEEVES
1 E I IS a+yD ` 19 M/kIN s (SCHEDULE 40) - EIGHTEEN INCHES _(1 81 BELOW FINISH 7. AS -BUILT DRAWINGS AND SPECS. SHALL BE MAINTAINED ON SITE AT
2IRRI T ON EEVE A +7 WIRES AND $ 19 PVMP GRADE. ALLTIMES. AS -BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS.
I 6-27-qsl LOCA-TEp OHC- (o' WIRES RUN PARALLEL
' e / O INSTALL ALL IRRIQATIO4 PIPInICa UNEaER PAVWU NOSREREVIEWSAAETOBECONDUCTE�W(THOUTTHESEDRAWINGS.
• ��` SCIa•40 PVC SLGcVE WITH WtT1•t C�+CH OTF-}ER IN 4.
I A 3" CL.315 IIVC MAINE -We• PPdRKWAY UNTIL x•19 IN PVC. SCH_ 4d SLEEVES SLE
- _ EVES To %G
/SND OHF- <}" Scaa..4o Pvc r STAE.ET CRossINC,I • TWICF- THE SIZE OF PIPIT- C AND .INSTAL-LE.p a AREAS RECEIVING ANIRRIGATION SYSTEM SIiALLBEREVIEWED AND
SLr.EVIF . 41.18 MATERIALS FLU" 18" BF -LOW FW ISH GRADE, VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE
+ MA1`14 W IL S �� �C" , n 2r M 13,A.TLC.K OP CuKF3; -* 19 AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD
2 MAERIAS RU4 PROVE DETRIMENTALTOFINAL COVERAGE. THIS SHALL BEBROUGHT
'L 1211- 2-9•" BACK d MAIN i WIRES r-ROMT OF WALK. THE 15AC4 ol= APROi4 IS BEYOND THE 191 R.O.W. TOTHE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO
OF C.uar7,S ON ► I $'l- 15" F3ACK LINE ,DO SO. THE CONTRACTOR MAYBE RESPONSIBLE FOR ANY ADJUST -
Al SOVTHSIDE. �� I SLEEVES F30W OUT /SND AROUND - -. -
VENTS REQUIRED.
0i= CuRia • 2 MANHOLE F3ARREL 13r�14InI0 A?P,011_ AND I•X D
INTO 12.0. W. LANDSCAPE ARI=AS . NORTH EPrST 9. IRRIGATION MAINLINE SHALL BE INSTALLED BETWEEN STREET CURB AND
•.' - �`�. , ]�
,• 2 2 SIDE S LEE�/CS E -NT ER SACK INTO R.O.W. •ISIDEWALK _ ONE FOOT (11± FFPM THE EDGE OF SIDEWALK. 00 -THIS
/ ` UNDER )IOWCU9J3 9'-�" FROM FACE OF CUIZ6 SHEET) .
A I O ISI V SWAY LE -OC -AS AND 10' r-IZO M F -. r- .` lo. * „ =1-I�+6 6-�A�tdT-914=FOR GF CURBS.) 2 -
A -j s.wEsi DRIV�wA�f enU�, If�F�ai�,�16kJ �RcLSs€� STT.6e NORTH
f
i •
12"-24'ui-
COM . CABLE 2 M IJ Z Q
of MOWCURB , EL h¢- Cy
O W
Q 1L cf)
- W
W T
MAW �, WIRES e- 24" C)
1 LL J -
BACK OF cupts 50JTH Z 0 0 -
Sim.
-SECS. W I
2 w Q
U U v aQ
18-16 6 o CU . .
2u > z
O
2 a W O
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