HomeMy WebLinkAbout3088-3BRIDLEPATH DRIVE
64'
32' 32'
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N89'56'2 Jam"
/32' 3 I j CL MH #7 :
64' 10+00.00 SORREL LANE=
11+22.74 SORREL LANE
BRIDLEPATH DRIVE
WE
PROPOSED 8" WATER
PER SEPARATE PLAN
3 / 4
TYPO 5
o
N�
W�
5' 13 6'
SEE RIGHT
SORREL LANE
*01..W ► I A
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 fL
160
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.
12 11
r
PROPOSED 8" WATER
PER SEPARATE PLAN
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13' _`n 7
33P r' 45
10
SEE RIGHT
DEER DRIVE
50'
25' 25'
113-1 1
22
PROFILE
HORIZ: 1"= 40'
VERT: 1 "= 4'
21
20
CL MH #622+16.08 2
SEE LEFT 10+00.00 DEERSORREL
LANE
39 \ SORREL LANE
RIE �'
5 i 5, 13 6 7
�N l PROPOSED 8" WATER
I� � \ � PER SEPARAT PLAN �
---------------------���
40 44 — �W
\ i N89'
43 \
TYP 3Q
41 42----
43 42
CL MH #6
10+00.00 SORREL LANE=
22+16.08 DEER DRIVE
SORREL LANE
CONSTRUCTION NOTES
1� CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
2�CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
3a— CONSTRUCT 4" VCP SEWER LATERAL & CLEANOUT PER
CITY STD. DWG. NO. 125 (SEE GENERAL NOTE NO. 30)
(D --INSTALL BACKFLOW CHECK VALVE
PLANS PREPARED FOR:
OWNER/DEVELOPER/APPLICANT
BCA DEVELOPMENT
ATTN: BEN ANDERSON
4901 BIRCH STREET
SUITE "C"
NEWPORT BEACH, CA 92660
(949) 450-9911 - FAX (949) 450-9922
41 / 40
LOT NO.
DESIGN STA.
"AS—BUILT" STA.
1
10+97
/OfQ7
2
10+24
3
11+15
25f
4
11+10
/ /U
5
11+04
//tU
6
10+46
/Of•
35
19+60
!q i0
36
19+80
37
20+54
38
20+74&';M
39
21+49
_14W
40
21+69
-00
41
22+07
Z60
42
22+09
11
43
10+06
D d
44
10+26
D
45
10+77
VeY 7e
1
FWE 43 — R.R. SPIKE IN E.P. BY
PP#1536663E S'LY SIDE OF BASELINE
220'f E'LY OF CHERRY AVE.
ELEVATION:
1313.04
39
57'32"E
7 7
TYP Q3
38 37
19
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SEE SHEET 4
CARIBOU LANE
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50
15'
25f
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_
13'
I
p
5
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1 N Q W
N89'57'32"E N
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7 7 �
36 35 34
DEER DRIVE
RECORD T)OCIMPNT
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
0-c
y be incorporated herein as a result
(�'
p -r 2-11-04 .
DATE
Prepared By:QI IF
RpFESS/ON CITY OF FONTANA, CALIFORNIA
ALLARD ENGINEERING �°��N� A� 9q��ti SEWER IMPROVEMENT PLANS
Civil Engineering - Land Surveying - Land Planning 0 Drawn By: TRACT 16166 Scale:
8253 Sierra Avenue 0 No. 36052 m WF, JK, deo SORREL LANE STA. 10+00 TO 11+02.10 1 "= 40'
Fontana, California 92335 W r*►
(909) 356-1815 Fax (909) 356-1795 Exp. 6/30/2()04 Designed By: LANE STA. 1 TO 11+24.74 Date:
P; CIV11- �P SF D D ST i TO 22+16.00 MARCH 2002
TF F Checked By: — 7 _o Dwg. No. 3
(expires 6/30/2004) RDH
Aa J. Allard, A.C.E. 36052 Date OF CALF Approved: CITY ENGINEER R.C.E. 51152 3088 5
Filename: L:\DWG\13402\SEWER\16166\Sht-3.Dwg DATE: MARCH 04, 2002 Wf