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_����CORI WAY CL LYTLE CL INTr � � r\ r 1. � PER TRACT 15843 20+119.25 SIERRA LAKES PARKWAY CREEK ROAD 23+18.26 SIERRA LAKES PARKWAY
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ST =10+79.94 10+94.00 DWG NO 3043
12 6 12 7 9 END PIPE I I =0.00 CORI WAY ( �I I =174+96.59 LYTLE CREEK ROAD
12 8 3 0 2 9 SEE PROFILE 3 26 25 i
ABOVE RIGHTCn
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CONSTRUCTION NOTES
5 1 6
Q- INSTALL 12" EXTRA STRENGTH VCP SEWER
3a— INSTALL 8" EXTRA STRENGTH VCP SEWER
4a- CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
ONSTRUCT 60" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 A
j�5�C
8O- INSTALL 12" VCP STOPPER
INSTALL 8" VCP STOPPER
10 INSTALL CLEANOUT PER CITY STD DETAI 128
7 1 8
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LU No � 31681
°C EXE It (31 ( OAF �
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�TEOF CAL�F��
�Cr�r�
r r
L rEll REVISION DESCRIPTION DATE ENGR.
WERED SEWER FROM MH #14 TO STUB, CHANGED 4-4-02 HG
115 TO A MODIFIED 60", ADDED CONSTRUCTION
TE 5.
COCLb �rz�akll�IG 2-11-0y Hc,
0
EX EDGE OF PAVEMENT
22+00
N89'1653"E
12
IERRA LAKES PARKWAY
DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
�{1 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
194 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
DO - '-
I % f
T IM flIMMY'k
CL
CENTERLINE
MH
MANHOLE
INT
INTERSECTION
R/W
RIGHT OF WAY
EX
EXISTING
S
SEWER LINE
SD
3
GWMR
GAUGE WELDED METAL ROD PIPE
2
WATER UNE
4
STREET STATION
10+00.00J
SEWER STATION
0
O
n
N
CONSTRUCTION NOTES
5 1 6
Q- INSTALL 12" EXTRA STRENGTH VCP SEWER
3a— INSTALL 8" EXTRA STRENGTH VCP SEWER
4a- CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
ONSTRUCT 60" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 A
j�5�C
8O- INSTALL 12" VCP STOPPER
INSTALL 8" VCP STOPPER
10 INSTALL CLEANOUT PER CITY STD DETAI 128
7 1 8
"R t5ft V,0 D R�uJ I m G
! Cm
LU No � 31681
°C EXE It (31 ( OAF �
Jr C. V
�TEOF CAL�F��
�Cr�r�
r r
L rEll REVISION DESCRIPTION DATE ENGR.
WERED SEWER FROM MH #14 TO STUB, CHANGED 4-4-02 HG
115 TO A MODIFIED 60", ADDED CONSTRUCTION
TE 5.
COCLb �rz�akll�IG 2-11-0y Hc,
0
EX EDGE OF PAVEMENT
22+00
N89'1653"E
12
IERRA LAKES PARKWAY
DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
�{1 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
194 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
DO - '-
I % f
T IM flIMMY'k
CL
CENTERLINE
MH
MANHOLE
INT
INTERSECTION
R/W
RIGHT OF WAY
EX
EXISTING
S
SEWER LINE
SD
STORM DRAIN UNE
GWMR
GAUGE WELDED METAL ROD PIPE
W
WATER UNE
ST
STREET STATION
10+00.00J
SEWER STATION
40 0 40 80
1 "= 40'
scale feet
3
0
00
0
a
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WY OF FONTANA, CALFOR
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Civil Engineering • Planning • Surveying • Public Works IGNED
WN BY- VATYF-
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No. 31681 z 1152 N. Mountain Ave. Ste. 100 •Upland, CA 91786-3669.909-982-7777 REF SEW �'CE 1 "= 40' 1 co
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* E 12/31/04 * PREPARED UNDER THE SUPERVISION OF: R Q + 1-18-02 %N
CIVIC- ���✓V �F% �O�OZ CHECKED BY: APPROVED BY: 1,
DWG NO.:
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CALHAROLD A. GARCELON R.C.E. 31681 DATE: RDCo
CITY ENGINEER R.C.E. 51152 ATE: 30 V7 is