HomeMy WebLinkAbout1687-6EAST LI
NCOLN
LOOP R
OAD
ol
/
'�
�� co EXIST. WATER
STA. 0+00 LAURAMORE CT. N42°34'42" W RAD
. 7
STA. 29+68.84 E. LINCOLN LOOP RD. N72 -14'18"E (RAD)
CL OF EXIST. MH //� ��// Al
EAST LINCOLN LOOP RO
AD
O
DELTA
RADIUS
LENGTH
TANGENT
COMMENTS
A
00'53'56
2550'
40.00'
20.00'
CL EXIST. MH TO EXIST. STUB
B
03'2448
2550'
151.91'
75.98'
EXIST. STUB TO P.C.C.
C
00040'29
1760'
20.73'
10.36'
P.C.C. TO CL MH
D
13'01'18
1760'
400'1
200.87
CL MH TO CL MH
54.12'
32
29
/ 2
33
STA. 2+12.64 CL OF MH
N47°33'54"W (RAD)
�S2
3
40' WIDE S.B. F.D.E.
"'-�
Al-�
'11� 2`6"
X27
/ a2
57.178'
STA 1 +91.91 P.C.C.
N46'53'25' W (RAD)
STA. 0+40.00 N43'28'37" W (RAD)
REMOVE PLUG & JOIN EXIST. 8" VCP
CONTRACTOR TO VERIFY EXIST. ELEVATION
AND LOCATION PRIOR TO CONSTRUCTION.
51. 171
3.30'
OA
34
5411441
No
2
35
00
vl-
2�I 24
36
LAURAMORE
,
37
COURT
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(7/A) 82S- 1/ 2 7
d� oN4y a ..
M O
STA. 6+12.64 CL OF MH
3 N60'35' 13 WRAD
23
zz
21
57.7$ _ P \Np',-�ER
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31
1 4"22-'55
5' 29 9 6'
7. 1
54. 6
54. 45 ~ O 6.44'
Q 2 b r
O
O
40 41
3
38 9
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26229
Exp..I= k
Of cAt �
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REVISIONS eppan\/es I DATE I eaCC) Qnvei DATE
z
J
Of
0
D
0
m
Q
NOTE:
EXACT LOCATION OF SEWER LATERALS
WILL BE PROVIDED BEFORE CONSTRUCTION.
bo
IN
�\ \\ PRO
P• VCpl77'
Ld
22
m
Q
STA. 6+44.22 LAURAMORE CT
PLUG SOLID
CONSTRUCTION NOTES
&CONSTRUCT 8" EXTRA STRENGTH VCP
(D -CONSTRUCT 4' EXTRA STRENGTH VCP LATERAL PER STD. NO. 125
3D3 -CONSTRUCT 48" PRECAST MANHOLE PER STD. NO. 109 , 112 & 1
40' 0' 40' 80' 120'
GRAPHIC SCALE: 1" =40'
CITY OF FONTANA, CALIFORNIA
119^ PUBLIC WORKS DEPARTMENT
DRAWN SEWER IMPROVEMENT PLAN SCALE:
0
3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 641-8777 DESIGNED BY LAURAMORE COURT VERT. 1"=40'
CIVIL ENGINEERING Is LAND PLANNING LAND SURVEYING M.M.
CHECKED BY TRACT 13136-1 DATE:
PREPARED UNDER THE SUPERVISION OF: FK J.C.H.
1_ � JOB N0. � � DR NO SHT. N0.
J C. HOGA� � .C.E. 26229 DATE: �2� 89 3825.136 APPROVED INTERIM CITY ENGINEER-R.C.E. 2516 l4gl 6 OF 7
HOUSE
LATERAL LOCATIONS
LOT NO.- DESIGN LOCATION AS
BUILT LOCATION REMARKS
31
0+60
of Y4 SANTA LUCIA
30
0+95
/f 00
32
1+05
/ILO0
33
1+60
!V1 8
-29
1+74
1A 7.7
34
2+19
Zfzd
28
2+31
,214/8
35
2+67
2114f
27
2+89
Zt qx
36
3+21
.7Vl„?/
26
3+45
37
3+73
25
4+04
t/9
38
4+29
t
24
4+65
Xy
39
4+84
4.179
23
5+25
l -
40
5+38
22
5+85040
41
5+95
6 A017
21
6+21
6tO8
NOTE:
EXACT LOCATION OF SEWER LATERALS
WILL BE PROVIDED BEFORE CONSTRUCTION.
bo
IN
�\ \\ PRO
P• VCpl77'
Ld
22
m
Q
STA. 6+44.22 LAURAMORE CT
PLUG SOLID
CONSTRUCTION NOTES
&CONSTRUCT 8" EXTRA STRENGTH VCP
(D -CONSTRUCT 4' EXTRA STRENGTH VCP LATERAL PER STD. NO. 125
3D3 -CONSTRUCT 48" PRECAST MANHOLE PER STD. NO. 109 , 112 & 1
40' 0' 40' 80' 120'
GRAPHIC SCALE: 1" =40'
CITY OF FONTANA, CALIFORNIA
119^ PUBLIC WORKS DEPARTMENT
DRAWN SEWER IMPROVEMENT PLAN SCALE:
0
3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 641-8777 DESIGNED BY LAURAMORE COURT VERT. 1"=40'
CIVIL ENGINEERING Is LAND PLANNING LAND SURVEYING M.M.
CHECKED BY TRACT 13136-1 DATE:
PREPARED UNDER THE SUPERVISION OF: FK J.C.H.
1_ � JOB N0. � � DR NO SHT. N0.
J C. HOGA� � .C.E. 26229 DATE: �2� 89 3825.136 APPROVED INTERIM CITY ENGINEER-R.C.E. 2516 l4gl 6 OF 7