HomeMy WebLinkAbout3035-5BEECH AVENUE
SEE SHEET 2
EXIST. 12" SEWER
TO BE ABANDON
CH AVENUE
~\P�f MQ.D D2P� I NC -3-"
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
-rrR�\\(J JJJ4J
WIDGEON WAY
PER TRACT 15843
DWG NO 3044
WIDGEON WAY
NOTE:
CONTRACTORS SHALL PROTECT POWER
POLES AND STREET LIGHTS IN PLACE.
DAA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
!V
�2
SHUR
07)
rZ
No. 31681 Z �
* Exp. 12/31/04
J�glF CIVI`\����P
CA
AI t
CORI WAY
PER TRACT 15843
DWG NO 30447
28 10+83.84 S -
V=4', W=14'
CL CO 112A
T R. fl-\ r r
/SEXIST. 2" WATER
PROPOSED 12" SEWER
PER DWG NO 3034
J r���" J Jk-)0 --e -'1
LOCATION
NOTE: LATERAL "D-11", "D-2", "D-3", "D-4",
CONSTRUCTION. D-5„ , D-6„ , "D -7"q D-8 •• & D-10„
PROFILES SHOWN ON SHEET 6
CURVE
UU1NZJ'1"KUU'1-1U1N 1VU1r.a
4Y
CONSTRUCT
18" DIA. R.C.P., D—LOAD PER PLAN
6�CONSTRUCT
5915'18”
JUCTION STRUCTURE PER A.P.W.A. STD. NO. 332-1
7�
CONSTRUCT
CATCH BASIN PER STREET IMPROVEMENT PLAN
8�CONSTRUCT
24" DIA. R.C.P., D—LOAD PER PLAN
11 CONSTRUCT
30" DIA. R.C.P., D—LOAD PER PLAN
17 CONSTRUCT
MANHOLE PER A.P.W.A. STD. 321-1.
18 CONSTRUCT
BRICK & MORTAR PLUG.
1
CCONSTRUCT
JUNCTION STRUCTURE PER A.P.W.A. STD. 331-2..
REV.
REVISION DESCRIPTION DATE I ENGR. I CITY
13.17'
Q: COP DRA+WI►JG 11-11-041H6
WIDGEON WAY
PER TRACT 15843
DWG NO 3044
WIDGEON WAY
NOTE:
CONTRACTORS SHALL PROTECT POWER
POLES AND STREET LIGHTS IN PLACE.
DAA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
!V
�2
SHUR
07)
rZ
No. 31681 Z �
* Exp. 12/31/04
J�glF CIVI`\����P
CA
AI t
CORI WAY
PER TRACT 15843
DWG NO 30447
28 10+83.84 S -
V=4', W=14'
CL CO 112A
T R. fl-\ r r
/SEXIST. 2" WATER
PROPOSED 12" SEWER
PER DWG NO 3034
J r���" J Jk-)0 --e -'1
LOCATION
NOTE: LATERAL "D-11", "D-2", "D-3", "D-4",
CONSTRUCTION. D-5„ , D-6„ , "D -7"q D-8 •• & D-10„
PROFILES SHOWN ON SHEET 6
CURVE
ANGLE
LENGTH
RADIUS
TANGENT
1
5915'18”
46.54'
45.00'
25.59'
Q2
90'00'00”
35.34'
22.50'
22.50'
Q3
90'40'06”
35.61'
22.50'
22.76'
®
60'40'06"
23.82'
22.50'
13.17'
0[:]E:7Inc.
H❑V
❑ � Civil Engineering •Planning •Surveying -Public Works DRAVAl BY:
1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777 HS
PREPARED UNDER THE SUPE VISION OF: DESIGNED BY:
HS
5-(t7 l o Z CHECKED BY:
HAROLD A. 'E1 ON R.C.E. 31681 DATE: GM�
?N
LYTLE
CREEK ROAD
SEE SHEET 8
LYTLE
CREEK ROAD
SEE SHEET 8
40 0 40 80
1 "= 40' mmomw
scale feet
CITY OF FONTANA, CALFORNlA
SUMMIT HEIGHTS II
STORM DRAM INPROVENBrr PLANS
SERRA LAKES PAF"AY
9+90.65 TO 14+52.59 .0 TO 01-"M
0 Y:
MTV runiurro M n c G11 �n n A TC.
1 "= 40'
TE -
10 -26-01
IG NO.:
3M /
3
00
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In
0
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