HomeMy WebLinkAbout4312-245REPLACE A.C. PAVEMC IT SECTK N
(MST1NG TR ss + i•) - -- TRENCH CM40 Ali? CAP 2' 10".
DEEP Alli} 12' WW. VADER THAN
A.G. RZD'LiIGC�iT TO BE FLUSHHEXCAVATIQH ON �
W1 EXIST, PAV'T PPioR TO i,R#I(7il1G
(m.) r t tC AND FINAL PAGING
mw PAVI!£NT CAP KYONO TitEWN (WX
'DESCH PER COMTY OR aTY
Ac. IiEPta1E�?1T (QST. RfCAEHTS}.
7h QiESS ('} + 1', 6' Wx.) 12'A1I1I. 1+1C 4itiilTH 12*#AiN.
12' YM!#}ETt THAN EXCAVATION fREW
EAOi SW WERE Ex. A.C.
UT
t1iMM tS W EAM r"
THM @fLflM4% (SEE NOTE 4M - A.C. PAVDNT
A B. I?£1'tJkCf�tENT
'MINi; .x'1 EJtiST. IIB.
(mr. NMI-, , . ' ; RMACE W71 CL h S 2
4- 1') I L IN. A0W0A1E 11A% f1i
YJW WICZE E)OSTiNC.
IWPORTED SMO BACOX 00MPACTED NAnYE-/OR
cG 495% o ELATIW • ° r PAPORTFD ID.A(XfI TO
• m BE OROL"T UPS IN UFS
PROPOSED �iE EACH LI T C(71+t1a1�CiEU 9"
NOTES: RELATt1+E OCi11f'ACT10ti.
Y 959 COMPACTI H REQLWM
1. K? M SHALT. BE PER IRE FOR ST3tfE1 2O 34'
SPEC�iCJlfiatTs. .� >.' 20th MOWA.B. I�ASa~)
2. D(CAVATE AND PRO SROM
AW OACK FILL AS RE PER
TM 5KCS & CAL -MA. WN 6'
3. TROf£t S "THPI T11I: P11a.lG 8` WAJL PSE Q.D. 9' MAN.
AID= AREA %CALL B£ F1FVLY
401TM W/ W* -WO STEEL PIATES
PRIOR TO 0%MT*4 OF PAVEMiNT.
4. R£ Ar, PAVEMIDIT WS15. TW
PAVEMENT SHALL REPAM AS
SftDxltt. A.G. 1Gx DES= SHALL
04NFO" TO TK GOWTe OR
CITY R£WRID�KNTa}. TY'.IGAL BEDDING AND
PAVEMENT REPLACEMENT�
?*T TO Scou
131 U14PAM ARIAS TOP Or WTER
SOX SHAU BC IR %D TO W UW
6" AUM QR(X 30 UWL
y,
NOTM-
1. ALL, STM PIPE TO BE COACRT MORTAR 1.1140 k COATED PER
SPECS. ALL DUCMI PPE 6 FITTIRW TO OASS M. C1li,"T
Utkii~AR LRn. BITi WOUS COATED YCAPM *V S -W P_£
tMM ALL IN AODMA a *TH AWWA STMARDS
E L O CUFF ASSEMBLY
N.T.S. NL
� I
- I
DIAL TOLE FREE I
-800-227-2800
AT LEASE M DAYS
CEF•OK YOU DEG
�. 3�3s v;g c..-�.. .w hs 11�1� �tl1:c•i
A 1.2 U TC AS--BUII
REV I DATE SY DESCRIPTION
" FOR WE SIZES 5Z191£11 THOJI 24'MiNXE W"
)r FOR PIPE SF? 24' AW LA4t�Eft lei #1.O f 0!E PK.1. - 1 _6'. ANO "OTE rt ��SE
# r--t�rtT� P1atC� N
SEI: NOTE 4 13E OW
1.O
1. At *a= ,3Mj$ SHALL 0C SNI --WaM 1aKM 0711E MSC
r FOR ON W CAN BEROTED ODU�€ OR (IF
F€AS113LE) AT THE CONTRACTOR'S OPTIOK
2 CO(ITRACTOR SHALL. ! E-•W_D THE XMM FOR AM PIPWKS
30 AND LARGER W Di tMEWR 114 TK MY 0W -HALF OF TVK
rIE1. d lFiiOTti GALLED FOR ON W KANS. "f 1 l D
I}VF TO 8'11CA>t SROKS SHALL B£ OOVBIE-
L£NGT14 CALLED FOR ON 1I3£ PUNS -
1 > wAm dCl1ITs ARE mm roR 0!3 11`3fw PAWS. m cow tAcra7
MAY EIM USE TK 41. LMD CARNEGIE DONT OR THE LAP -MM
Sip .imT.
4. lAltltt#iiT 3t AR APPUED ASti,� � ! TOTS3'tU ,kms K*%MTH THE CEMENT
9.EL P�
LAP -WELDED ,SLF JOINT r -2-'s
NW TO SCJl
. . . .......
M&UBAU
TOP MAW -EDD 'Ca -
"AL -WC OR
REWORCEW"T
PAIF1 STUL PIPE W/ 6' I`1,,4NGE0 STEEL OUTLET.
CRW T ft FIEW
I i
♦
a
6' 90' D, L MO. FLG. x FL& (OR 1 COW, KW)
I
R CRC ttr
QCti51Dt WELO
l VORtM 1. G
Q
MEED 11+ 4.
AS REQU9RED FOR
CE MT tlORTA.RNSIDE
1b .
6` OF 3/4'
L fiG
S"fC'EL CYE *E1
CEMENT-•MMTAR '1k:C
6* DA. nANCE COUM4C ADAPTER
$'x 6` Im. IEE
11 IP m
" FOR WE SIZES 5Z191£11 THOJI 24'MiNXE W"
)r FOR PIPE SF? 24' AW LA4t�Eft lei #1.O f 0!E PK.1. - 1 _6'. ANO "OTE rt ��SE
# r--t�rtT� P1atC� N
SEI: NOTE 4 13E OW
1.O
1. At *a= ,3Mj$ SHALL 0C SNI --WaM 1aKM 0711E MSC
r FOR ON W CAN BEROTED ODU�€ OR (IF
F€AS113LE) AT THE CONTRACTOR'S OPTIOK
2 CO(ITRACTOR SHALL. ! E-•W_D THE XMM FOR AM PIPWKS
30 AND LARGER W Di tMEWR 114 TK MY 0W -HALF OF TVK
rIE1. d lFiiOTti GALLED FOR ON W KANS. "f 1 l D
I}VF TO 8'11CA>t SROKS SHALL B£ OOVBIE-
L£NGT14 CALLED FOR ON 1I3£ PUNS -
1 > wAm dCl1ITs ARE mm roR 0!3 11`3fw PAWS. m cow tAcra7
MAY EIM USE TK 41. LMD CARNEGIE DONT OR THE LAP -MM
Sip .imT.
4. lAltltt#iiT 3t AR APPUED ASti,� � ! TOTS3'tU ,kms K*%MTH THE CEMENT
9.EL P�
LAP -WELDED ,SLF JOINT r -2-'s
NW TO SCJl
er 41
24 Af11l1F#OLE MATH wme. mcs ,k COAR CUSS$ A-
00"CmE floc
PER IR00 STD. DWI S^-1. 1411.11 LD. VAR1C. � $1. T s� �
r FVC 1W
Ifo
(4 REO`i])
6" PIPE CONC , ENCASEMENT �
t�.T.S.
t?R#CvN711,lyCxDi4 'srs15te1t'CtAG, T.4, E 2f3 3
Drawn LE.O. 0/20/03
�tTRtA. M 1�ti.. r1. 1.w �a
r Chockod 10. 026/03 j
t5/Li
12"x1 fx2j'
VALVE ASSE10LY
NOT 70 WAIT
FBD hi'"D CEW01T MORTAR
WftD PLUG TO 2'x4'x12 OA. W.W.U. TACK
CP1.C. ENS 2. WILD TO WTI-STRA.p
2' 10' hW?_ -- 15• WAX.- lirl LFKTII
FOR coe�c�lt_ TbT+., - S' �Q 511.
7x4 x42 CA lw.tM'.LI, , . �C 4 PLM
tAC1c 1 TO Bt�Tf-5TRAP - 1/1 3 4' + (IL 57fC141 -
fm TO CY3lFfD£R >•1E1 Q APPLIED �.. }. i
CFJ+EiIT 1f�4RTAR t1A3t04## E
:' SECTION OETAIL)
+ rF + •+A ♦ ? s + r 1.w I
t A
i 7 r F• �'+
! pit
PIPE
PLATE SAI,1E•
TINESS AS CONICRETE,
OPTIONAL WEI p (rtP.
SWEL shut 4E�•HANDHOLE j A. ANU
L�QU(M.j�A�
4' a MN. - 14' MAX. � i,ITE 3. SECTION DETAIL TYPICAL HANDHOLF-
FOR PPE 24' 1.0, AND $WaE£R)
1OATAAI AT44C
S VM IS FOR Oki C STEEL M. COATWW U SMALL 14AM TRANSMS$44 " L
PPE
2. HAW 14=5 REQiJE D AT BUTT-ST14AP JCfkl` P€it DET TYP-ICAL HANDHOLE DET/ALL r4
3. *fm Tiw of TO m EY)'Sw PIPE, VcT€2A Lii1Gni OF KW PK WALL m NOT TO SCAU
PftD1+lI" FOR €T€LI) OUT TO S€41%
1 MATERIALS
PROM )E 4 NO
ONE-•I'EEP I" a - ' �� * 1[00 tii AS REQt�s't .
=L PIPE DIAL _ x
HOLESEOF � 1 �F=i '� � rLr% �, SEE NUItSw26 3
BUTT -STRAP $CITY, � �.D s t DAP'. SFacL-AS FWD,
dd�� 3 Ar W
TYP AL +r.7 sE m 4F FLI. OAT£ VALVE 111/ nO OVS A
TM , MIS} W1*r -
NOT TO SCALE .. CLASS 'fr f r rLqw *&xmiom nT PSA Spm
COLIC. PAD E i" 1VO4 $mlp
I& SL1PP4ft Wo.1. 1 1r/ F1.AFiGE 405.
t71sE VT*#C iRl1 & YJ4fYE Wx_
L 1 P CWL * C stm 4M1tt£T Mf itmGrp
2Z' `= ' J` Do 1rE1= TO STm FoRa WAIT.
r 8 1 Czt Q#' s 1x V amt C a iR��ltr+
Nt1TE5 : =m wwm or r Rip. spam W/ tl.htm JOE s.
1/f 1'ER 1r TCwom
1• ALL. }�i,l'rIT Wt CES TO PW � it & V vL Vf, iC� � Of TA�c 5J�01.E TQ mi. rom !U!!1.
PC 9LATADLE FOR UiC�faci3lG
PRE5SL tE 200 PSI W1ti16". -
2 Rf3OOYE ALL T PCWY1' HALF lfflL POK 6Ail, YALV€ ,,�, � 3
PPM k VALVES k SPI +f,£ A)o COMBRIC Aft/VA(_' VALYE 8 R oat (0 Iwiu1 cumff 0i
144TH T1IREADED PLUGS Vf/ M All 1101 END OF P$PWW, 1. RUTR 10 SKCS FOR MORE DE M_& iV=k F�?Sf11C3F1.
PRM 70 TAEWC l eACt{i1LI G, 2- T"t STEEL CO%" SHALL BE FtIR A911'� W/ AT 17.
1 1/2' NAS COUPL ilo LEAST 20 Cf I' RIA. PERf'EaRATfOh,`'S IN TK UPPER POE
UX SECTIC+I. PA)IIT SMEI_ COVM k AIR REL ASE
TEMPORARY STEEL. VALW W/ t COAT OF P1NR & 2 COATS OF F'IMSH
WLlt KAD T. 3/16' {:Fl6"Y MORTAR AAIHT PER SPECS SECTION 04910.
LSD k COATED 3, A=PT)&E PROI=T PER SKCS.
STEEi PSE. 4. FOR MR k VAQLW VAL%0E VOITH SZZE CR£ATM 11WI
4' CALL! OJT (W IM PL4NS. INE AJR .A VAWW
VALVE, PIPE, FIT13NM ISOLATK1h1 VA1.1£5 MD
C" 8Af.1. 11AL.4E 414TH HAl1� APPURTENAMMS. SHALL BE FUffif2iED AND HSTALLM
C#IEi�Pili P Qu"AT OWIERt1►IG MATH THE PLM CAULED OUT 6N LIEU OF 4"'
� OF S AT IC+Y�R VALVE ASSEMBLY LOCATION PLANS:
r'A� Cf /S IRM0, #'AGO OF 3' Cit M".+�iR
PAI�i.K�sY 1S'
tiDiai+uc .
4iGfR
lv4 s
� .• 5�01:7w4K.- .
CASE 3 � C►�3G 4 '? SH?I:iAfALK 1IpT
SIDEW" A0,1ACDO TID CURB AA�4CEW' 1.'4 WfM
,C An MEASEE AMVAC"
FELEF VALE A898nLY
1 I• AU ,Ota AYD VK" VALVES♦ CAIK) MC Ph10MTtH 7EST SI'AWN9 (rPn) A)O
Li ikow--cir otlTl~Ei SdfSi,L i' L11STi1t3.ED m w sl' 1.T Rxjo_aF_144 y wwlN
OR
SIF l�r4 A pI�S ATTACHED
TO T}!�f/.S�Ty1��r'�t'y�-CtW �}o�R+�AsS g�*E' /� �yU�+gy T4E s:�f�1�?'�+£ -
{Y{��R �CO�M.,y,�*f 7S��li•Ll��{(S�L.T�WAIAES, RC"? XESS LOCA iXN O THE APF(MTFNA TaGS
Bf SGr�. JNLA1�D EMPIRE UTILITIES �AE1�iCY
�'�` AS SHOWN
s ni►� i �� 4 a f R s r s aw I.&" *%.. 1,4r0 1.R 0% A Municipal pal Water District
anli�lit t~nwnr RAOM 1# w i mirk YAi ,
TFiL/i�i•iY HL! -8. 1141 , •4tff�tia 16611
foga 49441 1.1.6.147 r•11
7 {.4sf 41044fr a"Mr1ry i•1�At lOk AVW•
. wa. • w w..a .� !, T+ * (*C*) 1.+367-4241 Gai�Farnis 1 , •
NOT TO SCALE
(SEE NOTE 4 FOR LARD VALVE)
& AS -BUILT
CHINO BASIN FACILITIES SHEET
IMPROVEMENT PROJECT mi
JURUPA BASIN FORCE MAIN 1
DETAILS om 11lril"
b542"3-16
oPrepared Under The Supervision of = CITY OF F O N TANA, CALIFORNIA
REV REVISION DESCRIPTION DATE ENGR. CITY DATE
F 7,1
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT JURUPA AVENUE STREET IMPROVEMENTS
�-
•COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL DRAWN BY.
SCRL
J.0V � SHOWN HERAND CARRIED FORTH I N A D I L I GENT MANNER. ` MM I E UA REFERENCE DAM
HDR ENGINEERING, INC.
DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: /�
BEFORE DAYS BEFORE -
2880 MARKET STREET, SUITE 100 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS ��� � ET�`''� ' 2 12/5/2007
AND STANDARDS IN EFFECT. ? CHECKED BY APPROVED BX:-. DRAWING NO.: 124Y
� `�'_�` RIVERSIDE, CA 92501 TOLL FREE I-800-227-2600 s,"�
(951) 320-7300 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TK CITY ENGINEER R.C.E. 511:>2 DATE: 4312 247
\\ora-filsrv0l\ustnproj\200093\003\project_drawings\ieuo-asbuilt\200093rO2.dgn 12/4/2007 11:31:22 AM DFLTUSER
. . . .......
M&UBAU
TOP MAW -EDD 'Ca -
�i
PAIF1 STUL PIPE W/ 6' I`1,,4NGE0 STEEL OUTLET.
I i
♦
a
6' 90' D, L MO. FLG. x FL& (OR 1 COW, KW)
I
L
ll'x AS Ko D.I. PIPir SP04t.
So
Q
C RW GATE VALVE, FLSx rLC.
E
VALVE AND VALVE BOX tNSTA1 LAT10N
6` OF 3/4'
6'x AS R£O'D FLG x P£ DA WE
CRUSHED
6* DA. nANCE COUM4C ADAPTER
$'x 6` Im. IEE
e D.I. RM €tM'GE
8'x AS irt.0 01 Pty
•
11
W 1}EM FLAKC iii/4' TAP
2 1/X" BRASS I .ly I.P. DgtW X
VALVE BOX
FH THRM. VON PROT>wORVE CAP
NO: SRF 1208
0
wETER pox mni rG/1G. cm" Am
IRA RFADW Ufa,
34
rrwmr BLDG BEARKG AREA 4.6' L
1- TK CO3 nVCTOR SHk1 BE RF.PONWE
x 2,5' H EACH.
f17R AAiSXIC VALVE BOXES TO GRAM
15
PROW SCLT AND f RKE
AFM FIR04tJG PAVk3G OR GRADE. --
WS>;1LATING KIT
2. ALL VA1..VE- L
16
D.}. TFE (FL.A? ") W/ V
U3t iIICC
(OR SOTf SIZE) WTLET
t7
2 1/2' BRASS WPPLE M* 2 1/2' BALL VALVE.
�trly
er 41
24 Af11l1F#OLE MATH wme. mcs ,k COAR CUSS$ A-
00"CmE floc
PER IR00 STD. DWI S^-1. 1411.11 LD. VAR1C. � $1. T s� �
r FVC 1W
Ifo
(4 REO`i])
6" PIPE CONC , ENCASEMENT �
t�.T.S.
t?R#CvN711,lyCxDi4 'srs15te1t'CtAG, T.4, E 2f3 3
Drawn LE.O. 0/20/03
�tTRtA. M 1�ti.. r1. 1.w �a
r Chockod 10. 026/03 j
t5/Li
12"x1 fx2j'
VALVE ASSE10LY
NOT 70 WAIT
FBD hi'"D CEW01T MORTAR
WftD PLUG TO 2'x4'x12 OA. W.W.U. TACK
CP1.C. ENS 2. WILD TO WTI-STRA.p
2' 10' hW?_ -- 15• WAX.- lirl LFKTII
FOR coe�c�lt_ TbT+., - S' �Q 511.
7x4 x42 CA lw.tM'.LI, , . �C 4 PLM
tAC1c 1 TO Bt�Tf-5TRAP - 1/1 3 4' + (IL 57fC141 -
fm TO CY3lFfD£R >•1E1 Q APPLIED �.. }. i
CFJ+EiIT 1f�4RTAR t1A3t04## E
:' SECTION OETAIL)
+ rF + •+A ♦ ? s + r 1.w I
t A
i 7 r F• �'+
! pit
PIPE
PLATE SAI,1E•
TINESS AS CONICRETE,
OPTIONAL WEI p (rtP.
SWEL shut 4E�•HANDHOLE j A. ANU
L�QU(M.j�A�
4' a MN. - 14' MAX. � i,ITE 3. SECTION DETAIL TYPICAL HANDHOLF-
FOR PPE 24' 1.0, AND $WaE£R)
1OATAAI AT44C
S VM IS FOR Oki C STEEL M. COATWW U SMALL 14AM TRANSMS$44 " L
PPE
2. HAW 14=5 REQiJE D AT BUTT-ST14AP JCfkl` P€it DET TYP-ICAL HANDHOLE DET/ALL r4
3. *fm Tiw of TO m EY)'Sw PIPE, VcT€2A Lii1Gni OF KW PK WALL m NOT TO SCAU
PftD1+lI" FOR €T€LI) OUT TO S€41%
1 MATERIALS
PROM )E 4 NO
ONE-•I'EEP I" a - ' �� * 1[00 tii AS REQt�s't .
=L PIPE DIAL _ x
HOLESEOF � 1 �F=i '� � rLr% �, SEE NUItSw26 3
BUTT -STRAP $CITY, � �.D s t DAP'. SFacL-AS FWD,
dd�� 3 Ar W
TYP AL +r.7 sE m 4F FLI. OAT£ VALVE 111/ nO OVS A
TM , MIS} W1*r -
NOT TO SCALE .. CLASS 'fr f r rLqw *&xmiom nT PSA Spm
COLIC. PAD E i" 1VO4 $mlp
I& SL1PP4ft Wo.1. 1 1r/ F1.AFiGE 405.
t71sE VT*#C iRl1 & YJ4fYE Wx_
L 1 P CWL * C stm 4M1tt£T Mf itmGrp
2Z' `= ' J` Do 1rE1= TO STm FoRa WAIT.
r 8 1 Czt Q#' s 1x V amt C a iR��ltr+
Nt1TE5 : =m wwm or r Rip. spam W/ tl.htm JOE s.
1/f 1'ER 1r TCwom
1• ALL. }�i,l'rIT Wt CES TO PW � it & V vL Vf, iC� � Of TA�c 5J�01.E TQ mi. rom !U!!1.
PC 9LATADLE FOR UiC�faci3lG
PRE5SL tE 200 PSI W1ti16". -
2 Rf3OOYE ALL T PCWY1' HALF lfflL POK 6Ail, YALV€ ,,�, � 3
PPM k VALVES k SPI +f,£ A)o COMBRIC Aft/VA(_' VALYE 8 R oat (0 Iwiu1 cumff 0i
144TH T1IREADED PLUGS Vf/ M All 1101 END OF P$PWW, 1. RUTR 10 SKCS FOR MORE DE M_& iV=k F�?Sf11C3F1.
PRM 70 TAEWC l eACt{i1LI G, 2- T"t STEEL CO%" SHALL BE FtIR A911'� W/ AT 17.
1 1/2' NAS COUPL ilo LEAST 20 Cf I' RIA. PERf'EaRATfOh,`'S IN TK UPPER POE
UX SECTIC+I. PA)IIT SMEI_ COVM k AIR REL ASE
TEMPORARY STEEL. VALW W/ t COAT OF P1NR & 2 COATS OF F'IMSH
WLlt KAD T. 3/16' {:Fl6"Y MORTAR AAIHT PER SPECS SECTION 04910.
LSD k COATED 3, A=PT)&E PROI=T PER SKCS.
STEEi PSE. 4. FOR MR k VAQLW VAL%0E VOITH SZZE CR£ATM 11WI
4' CALL! OJT (W IM PL4NS. INE AJR .A VAWW
VALVE, PIPE, FIT13NM ISOLATK1h1 VA1.1£5 MD
C" 8Af.1. 11AL.4E 414TH HAl1� APPURTENAMMS. SHALL BE FUffif2iED AND HSTALLM
C#IEi�Pili P Qu"AT OWIERt1►IG MATH THE PLM CAULED OUT 6N LIEU OF 4"'
� OF S AT IC+Y�R VALVE ASSEMBLY LOCATION PLANS:
r'A� Cf /S IRM0, #'AGO OF 3' Cit M".+�iR
PAI�i.K�sY 1S'
tiDiai+uc .
4iGfR
lv4 s
� .• 5�01:7w4K.- .
CASE 3 � C►�3G 4 '? SH?I:iAfALK 1IpT
SIDEW" A0,1ACDO TID CURB AA�4CEW' 1.'4 WfM
,C An MEASEE AMVAC"
FELEF VALE A898nLY
1 I• AU ,Ota AYD VK" VALVES♦ CAIK) MC Ph10MTtH 7EST SI'AWN9 (rPn) A)O
Li ikow--cir otlTl~Ei SdfSi,L i' L11STi1t3.ED m w sl' 1.T Rxjo_aF_144 y wwlN
OR
SIF l�r4 A pI�S ATTACHED
TO T}!�f/.S�Ty1��r'�t'y�-CtW �}o�R+�AsS g�*E' /� �yU�+gy T4E s:�f�1�?'�+£ -
{Y{��R �CO�M.,y,�*f 7S��li•Ll��{(S�L.T�WAIAES, RC"? XESS LOCA iXN O THE APF(MTFNA TaGS
Bf SGr�. JNLA1�D EMPIRE UTILITIES �AE1�iCY
�'�` AS SHOWN
s ni►� i �� 4 a f R s r s aw I.&" *%.. 1,4r0 1.R 0% A Municipal pal Water District
anli�lit t~nwnr RAOM 1# w i mirk YAi ,
TFiL/i�i•iY HL! -8. 1141 , •4tff�tia 16611
foga 49441 1.1.6.147 r•11
7 {.4sf 41044fr a"Mr1ry i•1�At lOk AVW•
. wa. • w w..a .� !, T+ * (*C*) 1.+367-4241 Gai�Farnis 1 , •
NOT TO SCALE
(SEE NOTE 4 FOR LARD VALVE)
& AS -BUILT
CHINO BASIN FACILITIES SHEET
IMPROVEMENT PROJECT mi
JURUPA BASIN FORCE MAIN 1
DETAILS om 11lril"
b542"3-16
oPrepared Under The Supervision of = CITY OF F O N TANA, CALIFORNIA
REV REVISION DESCRIPTION DATE ENGR. CITY DATE
F 7,1
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT JURUPA AVENUE STREET IMPROVEMENTS
�-
•COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL DRAWN BY.
SCRL
J.0V � SHOWN HERAND CARRIED FORTH I N A D I L I GENT MANNER. ` MM I E UA REFERENCE DAM
HDR ENGINEERING, INC.
DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: /�
BEFORE DAYS BEFORE -
2880 MARKET STREET, SUITE 100 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS ��� � ET�`''� ' 2 12/5/2007
AND STANDARDS IN EFFECT. ? CHECKED BY APPROVED BX:-. DRAWING NO.: 124Y
� `�'_�` RIVERSIDE, CA 92501 TOLL FREE I-800-227-2600 s,"�
(951) 320-7300 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TK CITY ENGINEER R.C.E. 511:>2 DATE: 4312 247
\\ora-filsrv0l\ustnproj\200093\003\project_drawings\ieuo-asbuilt\200093rO2.dgn 12/4/2007 11:31:22 AM DFLTUSER
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NOT TO SCALE
(SEE NOTE 4 FOR LARD VALVE)
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CHINO BASIN FACILITIES SHEET
IMPROVEMENT PROJECT mi
JURUPA BASIN FORCE MAIN 1
DETAILS om 11lril"
b542"3-16
oPrepared Under The Supervision of = CITY OF F O N TANA, CALIFORNIA
REV REVISION DESCRIPTION DATE ENGR. CITY DATE
F 7,1
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT JURUPA AVENUE STREET IMPROVEMENTS
�-
•COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL DRAWN BY.
SCRL
J.0V � SHOWN HERAND CARRIED FORTH I N A D I L I GENT MANNER. ` MM I E UA REFERENCE DAM
HDR ENGINEERING, INC.
DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: /�
BEFORE DAYS BEFORE -
2880 MARKET STREET, SUITE 100 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS ��� � ET�`''� ' 2 12/5/2007
AND STANDARDS IN EFFECT. ? CHECKED BY APPROVED BX:-. DRAWING NO.: 124Y
� `�'_�` RIVERSIDE, CA 92501 TOLL FREE I-800-227-2600 s,"�
(951) 320-7300 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TK CITY ENGINEER R.C.E. 511:>2 DATE: 4312 247
\\ora-filsrv0l\ustnproj\200093\003\project_drawings\ieuo-asbuilt\200093rO2.dgn 12/4/2007 11:31:22 AM DFLTUSER