HomeMy WebLinkAbout3417-4\SCE ESMT
d II 20'
SCE LASErr
SCE ESMIT
PROP. 12' WA TER PER PHASE 1
WATER IMPROVEMENT PLANS,
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GRAPHIC SCALE
40 0 20 40 80
1 40
BASIS OF BEARINGS:
THE NORTH LINE OF THE SOUTHEAST 1/4
OF SECTION 23 T.1 N R.6W S.B.M. SHOWN
AS N89°59'18"W PER AMENDING TRACT MAP
NO. 13750, M.B. 250/48-66
BENCH MARK:
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LEGAL DESCRIPTION:
SCE BUT EXIST R/W '?
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2 N
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* Exp. 12/31/04 *
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
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OF CAFE
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to 2
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CONSTRUCT 48' DIA. ECCENTRIC MANHOLE PER
OWNER/DEVELOPER
SEE NEW SOILS REPORT
GNU
BEING A PORTION OF SECTION 23,
AND 24, TOWNSHIP 1 NORTH,
RANGE 6 WEST, SAN BERNARDINO
BASELINE AND MERIDIAN.
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
NAVD 88 - 1508.56 (FEET)
CENTEX HOMES
2280 Wardlow Circle, Ste 150
Corona, CA 92880-2896
Ph: (909) 279-4000
Fax: (909) 273-2100
4 �
AVA
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
Albus-Keete & Assoc.
1403 North Batavia Street
Orange, CA 92867
Ph: (714) 7449760
Fax: (714) 744-9750
SCE ESMT 11
REV. I REVISION DESCRIPTION
RD DRAWIMGr
22
EXIST R/W -�
-PROP CL OF STREET- - -
EXIST R/W J
3-�d .21.2, - -b
TRACT JV0. 1882-5-2
-50
40 48 47 48
PROP. 24' WATER PER PHASE 1
WATER IMPROVEMENT PLANS;
SHT4OF12
PROP R/W - - - PROP
0
+
�._ LO
PROP. 24 WATER EXIST RIW
�W
PROP CL OF STREET—\ �2
EXIST CL0,4
�37+ N44 4 E 38+00 39+00 N44'47'08"E Z N
Q
DUNCAN CANYON ROAD
DATE I ENGR. I CITY I DATE - - I SEA' --ENGINEER
j4.&.
SCE ESMT -\
RUM DRAW IN
Q�pFESS/p4;q
Hirt G
QRpf ESS/Qy,
�9 t"UR „"iC
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
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HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER
No. 31681 $ o
MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
* Exp. 12/31/04 *
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
.� CMI NN -
OF CAFE
Oh
Z
O
/0
+
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CONSTRUCT 48' DIA. ECCENTRIC MANHOLE PER
of
+�2
W
GNU
CRY OF FONTANA STD. NO. 112
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of N U
2
cin 7
vii
M
ED
DRAYNNG NO.:
BEDDING PER DETAIL ON SHEET 1
TRACT JV0. 1882-5-2
-50
40 48 47 48
PROP. 24' WATER PER PHASE 1
WATER IMPROVEMENT PLANS;
SHT4OF12
PROP R/W - - - PROP
0
+
�._ LO
PROP. 24 WATER EXIST RIW
�W
PROP CL OF STREET—\ �2
EXIST CL0,4
�37+ N44 4 E 38+00 39+00 N44'47'08"E Z N
Q
DUNCAN CANYON ROAD
DATE I ENGR. I CITY I DATE - - I SEA' --ENGINEER
j4.&.
SCE ESMT -\
RUM DRAW IN
Q�pFESS/p4;q
Hirt G
QRpf ESS/Qy,
�9 t"UR „"iC
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
g
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER
No. 31681 $ o
MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
* Exp. 12/31/04 *
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
.� CMI NN -
OF CAFE
Na
0
3
EXIST R/W 1 g
I CONSTRUCTION NOTES
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ro
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o
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CONSTRUCT 8' EXTRA STRENGTH VCP SEWER LINE,
o
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BEDDING PER DETAIL ON SHEET 1
`o =
/0
+
O
CONSTRUCT 48' DIA. ECCENTRIC MANHOLE PER
W
SCALE:
CRY OF FONTANA STD. NO. 112
/
of N U
2
O3
CONSTRUCT 12' EXTRA STRENGTH VCP SEWER U
oNE, 0
ED
DRAYNNG NO.:
BEDDING PER DETAIL ON SHEET 1
v
4O
CONSTRUCT 60' DIA. ECCENTRIC MANHOLE PER
3417
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CITY OF FONTANA STD. NO. 112
0
J
O
INSTALL MANHOLE SAFETY LEDGE PER APWA
a
DETAIL 330-1 ON SHT 1
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O7
CONSTRUCT 72' DA. ECCENTRIC MANHOLE PER
0/-0
CRY OF FONTANA STD. NO. 112
o E
r.7 -r:? ___ & Fbreman, Eftc. CITY OF FONTANA, CALIFORNIA
V 'A Civil Enoneering - Planning - Surveying - Public Works COYOTE CANYON
9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 DRAWN BY: DUNCAN CANYON RD. & ROADRUNNER RD.
PREPARED UNDER THE SUPERVISION OF: MSM FROM 600'± WEST OF ROADRUNNER RD.
DESIGNED BY: TO 405'± EAST Pf ROADRUNNER RD.
MSM SE R PLANS
12-11 Q l b 3 BY:--APPBY:
HA A L N, A RO RLB zz ./ .0�p
CIT E GI R R.C.E_ 51152 DATE:
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SCALE:
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1"=40'
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DATE:
4;
NOV 2003
ED
DRAYNNG NO.:
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