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THE CONTRACTOR SHALL PERFORM NO WORK WITHIN M.N.D. RIGHT-OF-WAY
OR PROPERTY UNTIL HE OBTAINS THE NECESSARY PERMIT. IT WILL BE
THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL M.W.D.
REQUIREMENTS WHILE WORKING WITHIN THE RIGHT-OF-WAY.
METROPOLITAN'S PIPELINE IN THE AREA OF THIS PROJECT IS ADEQUATE
FOR AASHTO H-20 LOADING PROVIDED THAT THE COVER OVER THE PIPELINE
IS BETWEEN 4' AND 121. IF TEMPORARY COVER OVER THE PIPELINE
DURING MASS GRADING OPERATIONS IS BETWEEN 3' AND 41, EQUIPMENT
MUST BE RESTRICTED TO THAT WHICH IMPOSES NO GREATER THAN AAS .HTO
H-10 LOADING. IF THE COVER IS BETWEEN 2' AND 3'. EQUIPMENT MUST
BE RESTRICTED TO THAT WHICH IMPOSES LOADS NO GREATER THAN THAT OF
A CATERPILLAR D-4 TRACK TYPE TRACTOR. IF THE COVER IS LESS THAN
V., ONLY HAND EQUIPMENT MAY BE USED. IF CONTRACTOR PROPOSES TO
USE ANY EQUIPMENT OVER M.W.D. PIPELINE WHICH WILL IMPOSE GREATER
THAN AASHTO H-20, IT WILL -BE NECESSARY TO SUBMIT THE
SPECIFICATIONS OF SUCH EQUIPMENT TO MR. JIM HALE (213) 250-6564
FOR REVIEW AND APPROVAL AT LEAST 10 WORKING DAYS PRIOR TO ITS
USE. THE CONTRACTOR IS ALSO RESPONSIBLE FOR CONTACTING MR. ART
KNOOP (213) 250-6432 TWO (2) WORKING DAYS PRIOR TO START OF WORK
WITHIN THE M.W.D. RIGHT-OF-WAY.
1
� OF STREET CURVE DATA
Q/ CUSP VE o.4 TA Q C Uil VE 0,47E
D = 72°//'/� Z = 26,p 3o'Sry
L = 7545 , qc.5' L G qa. /g,
�2''6t_/T TERFG. Y VL1 LVE
/1N1l. 676' L ER /
i6
N
J
MATCH SINE
SEE SHT. NO,
7
l �
STA .13 t 26.6/ POPLAR AVE.
INSrW L SA10 s/,o�
PEZ vETA/L f.3
o l�
f� PA:10P0SE0 374 /2 5T(- ,
C, L,
e 150 1WI412C FEE PROPEP�T�
lmli ,2•
STA./0 t 9G. 3/ POPLII AVE.
LIP PER DETA/L 02Tes/DE
i
/2"9417"Y61.eF4Y 1,1 44. vE,
F[.G• ) MuEG.c.ER
0
O
�I 1,
8*09.
AIA1,57,0LZ LONG S/OE 8"
PER DETA/L e
/3
STA. S2 t0/- 46 CITRUS AVE, 7011
Sr,4. 3/. 00 POPLAR A VE.
16 „x Iz "TEE FACT• FL (i,, MU,C LC.
INSTALLER
/6
F NTANA WATER COMPANY
840 NUEVO AVENUE
P. O. 80X 967 - FONTANA, CALIFORNIA E?3X
DRAW" "► ' ATS
41WED Po. C.'S i 5m REV/56-0 P.PoF/L E
2450,
374 '
W1049E0 N)vp . C/ALlOdT,S
/o.Zp 88
8& &900
BEV/SED LONG $/DE DETA/LO/STANCE
/2-M
/
885 ,
-8
,2ELOC,drEO ZaVS S/DE DET,4/G , lA10
22 -Mg
IelVGT//S
Z
aft JZ
.:1
Vco
067'-/G.
C I. • > C. /0 04 PAPE
7 '
N
a
I
� 1
PROPOSED 2 5 2'- /6":STL
/6 ",BMJ' T TEVFl- K V,4 L VE�';
FL Cj , , R4/EL L. ER
&674. 70/-0,6. r,e
circus QvF,
J
® IT 0
PO. C. 2" 5r�4. 66 4 48. 00
9
SURFACE AVrff "Al" !�
,ORO po<co qOo'-/2''ST4-.
/0 CwA , PIPE N ' .' /�►
�sTA.7 -0- O
GD
ROPL 14R Ave.Deo N /6"
5T,4 6 70 ® PA; 0.- E v 753- /r S TL .
5EE PROFIL E "0 - 8" (Z.4T. "0") C' �C . /O CiQ , D/OE
SEE PROF/4 f "B -�5
16 "f5&TTE1?FLY 11.41Vey
4.4T. P)
/O(oFLG. MUfL Lt/!
s
S
ti" �y
�O F
RD
t NG
�Rt Go
k C. E. //543
EXP. 12 31-92
— t2 l&.. "i" 7-o5? "�POPCl4�P "YCZ' 9 /N5T. L oivci 5/OE
/N5'rgI_L ' 6' 0, T 611?E 8 PER DE TA 14-
�4
PEP 0eT, 7;L 30
SURFiQCE � �Y
THIS SHEET H.U.D. 4
CONC. E1V645E1WENT
60 05. DD
9 A
® T, sTA . �.,
' lid 0.0. )D [/NE C/TgUS AVF.
/2' ®P-POF/L E "f3 - 8 " l
Q
� y0
C.G.{C. 10Q4. PIPE
LEGEND
PROPOSED WATER MAIN
PROPOSED STORM DRAIN—sr—
r
to ,E
� �"F/�E NY�CRL�/1�'T PER
PROPOSED SEWER s
f 5?=), ORwo. Ns 2-�3• ; tt`' '`'`
115, 04
fro
2n/ , F
l
O � D
d T4,520-44. 41`6
C/TeUS AVE.
F NTANA WATER COMPANY
840 NUEVO AVENUE
P. O. 80X 967 - FONTANA, CALIFORNIA E?3X
DRAW" "► ' ATS
41WED Po. C.'S i 5m REV/56-0 P.PoF/L E
I2- 7=88
wsvi"D wv
W1049E0 N)vp . C/ALlOdT,S
/o.Zp 88
- S0UTRt DG E . VILLAGE
POPLAR AVE. a CITRUS AVE.
BEV/SED LONG $/DE DETA/LO/STANCE
/2-M
/
4DOED 4"' P. 0. C. FOR G 54-/3
-8
,2ELOC,drEO ZaVS S/DE DET,4/G , lA10
22 -Mg
IelVGT//S
IIPUAYEO
GIIATe7 c/!1R/CT/0& 6r4.
8-.3-88
0 E 3 C A( r T 1 0 N
0 A T E
N 0.
REVISIONS
Z
aft JZ
.:1
Vco
067'-/G.
C I. • > C. /0 04 PAPE
7 '
N
a
I
� 1
PROPOSED 2 5 2'- /6":STL
/6 ",BMJ' T TEVFl- K V,4 L VE�';
FL Cj , , R4/EL L. ER
&674. 70/-0,6. r,e
circus QvF,
J
® IT 0
PO. C. 2" 5r�4. 66 4 48. 00
9
SURFACE AVrff "Al" !�
,ORO po<co qOo'-/2''ST4-.
/0 CwA , PIPE N ' .' /�►
�sTA.7 -0- O
GD
ROPL 14R Ave.Deo N /6"
5T,4 6 70 ® PA; 0.- E v 753- /r S TL .
5EE PROFIL E "0 - 8" (Z.4T. "0") C' �C . /O CiQ , D/OE
SEE PROF/4 f "B -�5
16 "f5&TTE1?FLY 11.41Vey
4.4T. P)
/O(oFLG. MUfL Lt/!
s
S
ti" �y
�O F
RD
t NG
�Rt Go
k C. E. //543
EXP. 12 31-92
— t2 l&.. "i" 7-o5? "�POPCl4�P "YCZ' 9 /N5T. L oivci 5/OE
/N5'rgI_L ' 6' 0, T 611?E 8 PER DE TA 14-
�4
PEP 0eT, 7;L 30
SURFiQCE � �Y
THIS SHEET H.U.D. 4
CONC. E1V645E1WENT
60 05. DD
9 A
® T, sTA . �.,
' lid 0.0. )D [/NE C/TgUS AVF.
/2' ®P-POF/L E "f3 - 8 " l
Q
� y0
C.G.{C. 10Q4. PIPE
LEGEND
PROPOSED WATER MAIN
PROPOSED STORM DRAIN—sr—
r
to ,E
� �"F/�E NY�CRL�/1�'T PER
PROPOSED SEWER s
f 5?=), ORwo. Ns 2-�3• ; tt`' '`'`
115, 04
fro
2n/ , F
l
O � D
d T4,520-44. 41`6
C/TeUS AVE.
F NTANA WATER COMPANY
840 NUEVO AVENUE
P. O. 80X 967 - FONTANA, CALIFORNIA E?3X
DRAW" "► ' ATS
_..`-
ASL-- it� E ineers MSAOENA 118161 M`�
- SANTA ANA f114►9y'l-1761
p g W026 PALM was f6* x.4220
6/30 9
AM.•r &7cE77
wsvi"D wv
wsvaIOM AM.
JOB NO,
2924 F
- S0UTRt DG E . VILLAGE
POPLAR AVE. a CITRUS AVE.
START COw.
TRACING CONFORMS*
SC
ottmo o,► „C F to aOow90 on►, TNS
D. a 2 4 - 8 7
1 , 0100
ImAll,
s«ttT 8 OR 3 5"69 L.00ATION