HomeMy WebLinkAbout1545-2%V
LL
0
W R/W
N
"9
W 5 I
J J, II
M.H. 5
F.H.
O R/W
0
O
0
0
Q
S
NOTE: REFERENCE SAN BERNARDINO
COUNTY ROAD DEPT. DWG. N0. P--4-478
FOR EXISTING STREET IMPROVEMENTS
12
W r 19"PKHN(Exist)
'1 Bore
7]
�Al' '1 Casing
lipI
STAINLESS STEEL
BANDS (3/4" WIDE)
�— SOUTHERN PACIFIC
TRANSPORTATION COMPANY
RAILROAD
�o h
I
r 13 DAHLIA
SECTION
Exist. Curb & Gutter
n
3
S 5' Prop. 8 V.C.P. sewer
Bore Casing ( See O MH 6
Sewer Casing Detail)
W. V. FH. Exist. Curb 8r Gutter/ 2
1511 DIA. 1/4,," THICK
STEEL CASING
REDWOOD SKIDS
(SEE PROFILE VIEW)
i
5�
17 N 89* 27' 251'E
I8 STREET
19
II (1 I FUTURE 8" CLASS 150
N N _` 11 I C.I.P. $EWER
r co C),
+ + o
`�M � ti / Exist 10" Water
FUTURE M.H.
23002
B�.vG.p. O Dom% MI,
Exist. 24' R.C,P
AH �..
0
G • �a - Q
N PROJECT ti
��• J I SITE �°'�� C� < c� SCALE 1- 40�
co
N
3
F_
r
W
Yip
W
o0
�o
W R/W
N
"9
W 5 I
J J, II
M.H. 5
F.H.
O R/W
0
O
0
0
Q
S
NOTE: REFERENCE SAN BERNARDINO
COUNTY ROAD DEPT. DWG. N0. P--4-478
FOR EXISTING STREET IMPROVEMENTS
12
W r 19"PKHN(Exist)
'1 Bore
7]
�Al' '1 Casing
lipI
STAINLESS STEEL
BANDS (3/4" WIDE)
�— SOUTHERN PACIFIC
TRANSPORTATION COMPANY
RAILROAD
�o h
I
r 13 DAHLIA
SECTION
Exist. Curb & Gutter
n
3
S 5' Prop. 8 V.C.P. sewer
Bore Casing ( See O MH 6
Sewer Casing Detail)
W. V. FH. Exist. Curb 8r Gutter/ 2
1511 DIA. 1/4,," THICK
STEEL CASING
REDWOOD SKIDS
(SEE PROFILE VIEW)
i
5�
17 N 89* 27' 251'E
I8 STREET
19
II (1 I FUTURE 8" CLASS 150
N N _` 11 I C.I.P. $EWER
r co C),
+ + o
`�M � ti / Exist 10" Water
FUTURE M.H.
23002
B�.vG.p. O Dom% MI,
Exist. 24' R.C,P
AH �..
0
G • �a - Q
N PROJECT ti
��• J I SITE �°'�� C� < c� SCALE 1- 40�
co
N
GROUT OR BLOW -SAND IN STEEL BANDS
ANNULAR SPACE FL. GRADE PER PLAN
di --d -
BE -LL END5 1211 LONG x .4" WIDE REDWOOD,. SKIDS
OR BAND SEALED BRICK MORTAR THICKNESS AS REQUIRED TO MAINTAIN
BOTH ENDS DESIGNED FLOW LINA-
PROFILE VIEW
SEWER CASING DETAIL
CONSTRUCTION NOTES:
I CONSTRUCT 8" V.C.P
22 --• CONSTRUCT 6V.C.P. LATERAL SEWER PER STD. 125
3 _ CONSTRUCT MANHOLE PER STD. 112
�J INSTALL 8" V.C.P. BY JACKING AND STEEL ENCASEMENT
5 CONSTRUCT 8 V.C.P. STUB WITH PLUG
CONSTRUCT CLEANOUT PER STD. 125, MODIFY TO 6��
PIPE SIZE
-7 CONSTRUCT' 8CLASS 150 C. I. P.
74
bul LT
CITY.: OF- FONTANA, CALIFORNIA
SANDERSON ASSOC., INc. PUQLIC WORKS 4DEPARTMENT
REVISION: 9587 ARROW ROUTE, SUITE H
NO. DESCRIPTION ENG'R DATE APPROVED DATE RANCHO CUCAMONGA, CAL. DRAWN BY -SEWER IMPROVEMENT PLAN
- 714 980, ...- 121 f 9173 0 B. W. HORIZ.; I"= 40
TRACT NO. 8554
- _-_DESIGN'D BY VERT.: I", 4`
B.W.-J.J. DAHLIA STREET
cNECK'D BY10+00,00 TO 19+92.61 DATE:
EC• — Y. P
M� J 0 B N 0.
f � DRW. N0. SHT N0. •
APPROVED���
JOHN JUAN R.C.E. 38305 87-048 CIVIL NGIN EER ' R.C.E. 40964 154.6 2 of 2-
y
r
�
Yip
I
GROUT OR BLOW -SAND IN STEEL BANDS
ANNULAR SPACE FL. GRADE PER PLAN
di --d -
BE -LL END5 1211 LONG x .4" WIDE REDWOOD,. SKIDS
OR BAND SEALED BRICK MORTAR THICKNESS AS REQUIRED TO MAINTAIN
BOTH ENDS DESIGNED FLOW LINA-
PROFILE VIEW
SEWER CASING DETAIL
CONSTRUCTION NOTES:
I CONSTRUCT 8" V.C.P
22 --• CONSTRUCT 6V.C.P. LATERAL SEWER PER STD. 125
3 _ CONSTRUCT MANHOLE PER STD. 112
�J INSTALL 8" V.C.P. BY JACKING AND STEEL ENCASEMENT
5 CONSTRUCT 8 V.C.P. STUB WITH PLUG
CONSTRUCT CLEANOUT PER STD. 125, MODIFY TO 6��
PIPE SIZE
-7 CONSTRUCT' 8CLASS 150 C. I. P.
74
bul LT
CITY.: OF- FONTANA, CALIFORNIA
SANDERSON ASSOC., INc. PUQLIC WORKS 4DEPARTMENT
REVISION: 9587 ARROW ROUTE, SUITE H
NO. DESCRIPTION ENG'R DATE APPROVED DATE RANCHO CUCAMONGA, CAL. DRAWN BY -SEWER IMPROVEMENT PLAN
- 714 980, ...- 121 f 9173 0 B. W. HORIZ.; I"= 40
TRACT NO. 8554
- _-_DESIGN'D BY VERT.: I", 4`
B.W.-J.J. DAHLIA STREET
cNECK'D BY10+00,00 TO 19+92.61 DATE:
EC• — Y. P
M� J 0 B N 0.
f � DRW. N0. SHT N0. •
APPROVED���
JOHN JUAN R.C.E. 38305 87-048 CIVIL NGIN EER ' R.C.E. 40964 154.6 2 of 2-
y