HomeMy WebLinkAbout2895-66 14 v ` Np : Nm 11 � o iv
o a> .+� u 'x x 0 CDM p = - to a o a)(n M a�
N o U) a �p � w W ± N to � o r� u 0- I C4 N v~i a� c~n a. N
v
W
--d-
o) N S 3 - c! 00 0 = t0 � � V II + � z S 00 ' M cq 3 O °'
o r�LO
+ .�, o PROP. R/W (6 o d- a� �, � .� M + Cj
N = oN a_ co 6- n
04
�._ .,�z �� _ �� W `"w I + �+ PROP. /W + +
It-1-1*1 Z
ao rn� rnCo�
W.
iC�',�8 ■ - Am
. C��--� �r - -� %" �'�'+%'`Nil
Ill _a Li6,
�.r
� l
I
I
KIST. C&G
. R/W
R�
811 ( 59
5,90,�- F �v
-i' 7' Fi'
CATCH BASIN DETAIL
•od�
CATCH BASIN DETAIL
SCALE: 1 " = 10' SCALE: 1 " = 10'
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
FORE Y� CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG REV
r
_ 1
rn -
aD I W
2 - C/)(
U
UII
01
7
8
F
V
91'
CATCH BASIN DETAIL
SCALE: 1 " = 10'
REVISION DESCRIPTION
Stk ROFlLlt\or�� SHA 61�
54
S
24' 24'
30' 30'
ALISO DR.
4'59'39"E
62
N00*37'31 "E 5
to c41 3
7
8 LY
v /ui
R
63
MAFAW'"W"1-10, ISO
L � ul�
_
■w�lr it7f .,SNI � •; •, ► , ..�.t.
A�11111
f •��� ■
■
66') PROPOSED R/W
(30'-50') EXIST. R
L.D. KING, INC.
FESS/Lr)cin 2151 CONVENTION CENTER WAY
ITAR O,O
ONCA 91764
c� (909) 937-0200
0No. 16434
Ex . 6 30 05
C IV 4,11-05
FOFOA�'� CARL MAN, R.C.E. No. 16434 DATE
DATE ENGR. CITY DATE EXPIRES 6-30-05
(40') EX. CURB FACE
EDGE OF PVMT. I EDGE OF PVMT.
30'
ire
. C&G
59N
(66') PROPOSED R
(30'-50') EXIST. R/W
(36') EX. CURB FACE _r
(4„W) (2~G)
o o (6NW)
PROPOSED
PROPOSED 30"-36" O 18" SEWER
STORM DRAIN 3 '
TYPICAL CROSS SECTION
PLAN AND PROFILE OF
STORM DRAIN IMPROVEMENTS
FOR
CHERRY AVENUE
STA. 57+00.00 TO STA. 67+00.00
��
PROP. R/W
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.
SURVEY
CONTROL DATA
TGT NO.
NORTHING
EASTING
BEARING
DISTANCE
37
0/
3'
10'
6'
CATCH BASIN DETAIL
•od�
CATCH BASIN DETAIL
SCALE: 1 " = 10' SCALE: 1 " = 10'
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
FORE Y� CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG REV
r
_ 1
rn -
aD I W
2 - C/)(
U
UII
01
7
8
F
V
91'
CATCH BASIN DETAIL
SCALE: 1 " = 10'
REVISION DESCRIPTION
Stk ROFlLlt\or�� SHA 61�
54
S
24' 24'
30' 30'
ALISO DR.
4'59'39"E
62
N00*37'31 "E 5
to c41 3
7
8 LY
v /ui
R
63
MAFAW'"W"1-10, ISO
L � ul�
_
■w�lr it7f .,SNI � •; •, ► , ..�.t.
A�11111
f •��� ■
■
66') PROPOSED R/W
(30'-50') EXIST. R
L.D. KING, INC.
FESS/Lr)cin 2151 CONVENTION CENTER WAY
ITAR O,O
ONCA 91764
c� (909) 937-0200
0No. 16434
Ex . 6 30 05
C IV 4,11-05
FOFOA�'� CARL MAN, R.C.E. No. 16434 DATE
DATE ENGR. CITY DATE EXPIRES 6-30-05
(40') EX. CURB FACE
EDGE OF PVMT. I EDGE OF PVMT.
30'
ire
. C&G
59N
(66') PROPOSED R
(30'-50') EXIST. R/W
(36') EX. CURB FACE _r
(4„W) (2~G)
o o (6NW)
PROPOSED
PROPOSED 30"-36" O 18" SEWER
STORM DRAIN 3 '
TYPICAL CROSS SECTION
PLAN AND PROFILE OF
STORM DRAIN IMPROVEMENTS
FOR
CHERRY AVENUE
STA. 57+00.00 TO STA. 67+00.00
��
PROP. R/W
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.
W
W
N
O
O
so o SCALE: 1" = 40'
T AT
1
� N Construction Notes:
CONSTRUCT 36" R.C.P.
Z
=O4 CONSTRUCT 30" R.C.P.
�
O5 CONSTRUCT 24' R.C.P.
CONSTRUCT STORM DRAIN MANHOLE PER AMERICAN PUBLIC
WORKS ASSOCIATION STANDARD PLAN N0. 320-1,
SEE DETAIL ON SHEET N0. 9.
O7 CONSTRUCT CURB OPENING CATCH BASIN PER AMERICAN
PUBLIC WORKS ASSOCIATION STANDARD PLAN N0. 300-29
SEE DETAIL ON SHEET N0. 9.
R �w O8 CONSTRUCT LOCAL DEPRESSION PER SAN BERNARDINO COUNTY
TRANSPORTATION DEPARTMENT STANDARD PLAN N0. 2038,
SEE DETAIL ON SHEET N0. 8.
@POWER POLE TO BE RELOCATED (BY OTHERS)
13 WATER METER TO BE RELOCATED PER FONTANA WATER CO.
PLAN C-3.
14 EXISTING FIRE HYDRANT TO BE RELOCATED PER FONTANA
WATER CO. PLAN 2—B.
COUNTY OF SAN BERNARDINO
APPROVED:
CHIEF, DESIGN DIVISION
CITY OF FONTANA, CALIFORNIA
CHERRY AVENUE
DRAWN BY: STORM DRAT IMPROVEMENTS SCALE:
ps RUPA AW. /TO SLOVER AVE. DABS SHOWN
DESIGNED BY:
P FRO 375' N/0 0JO 365' S/0 SLOVER OCTOBER 2003
'07CHECKED A OVE DATE: DRAWING NO.: .8
SCN -a 2886
CI ENGINE R.C.E. No. 51152 18
JN 12414 City of Fontana
File: E:\dwg\12414\Cherry\12407ASD6.dwg 11 /14/00
Mylar: 10 17 03
SURVEY
CONTROL DATA
TGT NO.
NORTHING
EASTING
BEARING
DISTANCE
37
7360.46
9969.82
N00'39'18"E
1649.31
40
9009.66
9988.68
N0003910319E
990.42
42 10000.02
9999.93
W
W
N
O
O
so o SCALE: 1" = 40'
T AT
1
� N Construction Notes:
CONSTRUCT 36" R.C.P.
Z
=O4 CONSTRUCT 30" R.C.P.
�
O5 CONSTRUCT 24' R.C.P.
CONSTRUCT STORM DRAIN MANHOLE PER AMERICAN PUBLIC
WORKS ASSOCIATION STANDARD PLAN N0. 320-1,
SEE DETAIL ON SHEET N0. 9.
O7 CONSTRUCT CURB OPENING CATCH BASIN PER AMERICAN
PUBLIC WORKS ASSOCIATION STANDARD PLAN N0. 300-29
SEE DETAIL ON SHEET N0. 9.
R �w O8 CONSTRUCT LOCAL DEPRESSION PER SAN BERNARDINO COUNTY
TRANSPORTATION DEPARTMENT STANDARD PLAN N0. 2038,
SEE DETAIL ON SHEET N0. 8.
@POWER POLE TO BE RELOCATED (BY OTHERS)
13 WATER METER TO BE RELOCATED PER FONTANA WATER CO.
PLAN C-3.
14 EXISTING FIRE HYDRANT TO BE RELOCATED PER FONTANA
WATER CO. PLAN 2—B.
COUNTY OF SAN BERNARDINO
APPROVED:
CHIEF, DESIGN DIVISION
CITY OF FONTANA, CALIFORNIA
CHERRY AVENUE
DRAWN BY: STORM DRAT IMPROVEMENTS SCALE:
ps RUPA AW. /TO SLOVER AVE. DABS SHOWN
DESIGNED BY:
P FRO 375' N/0 0JO 365' S/0 SLOVER OCTOBER 2003
'07CHECKED A OVE DATE: DRAWING NO.: .8
SCN -a 2886
CI ENGINE R.C.E. No. 51152 18
JN 12414 City of Fontana
File: E:\dwg\12414\Cherry\12407ASD6.dwg 11 /14/00
Mylar: 10 17 03