HomeMy WebLinkAbout3535-31+00 2+00
>K
NOTE. CONTRACTOR TO VERIFY THE EXISTENCE,
EXACT LOCATION, AND ELEVATION PRIOR
TO START OF CONSTRUCTION. ANY
DISCREPANCY TO PLANS SHOULD BE
IMMEDIATELY REPORTED TO THE
ENGINEER.
CITRUS a VE,
3+00 4+00 5+00 6+001 PLAN 1'= 40' I 7+00
GOLDENDALE WAY
I
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV
REVISION DESCR/P710N
DA TF J ENGR. I CITY I DATE
EA GLEMON
1 f00
5'
I PU'E
O
T DR.
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.
1+00
CONSTRUCTION NOTES:
Q INSTALL 30" RCP, D–LOAD PER PROFILE
Q-- INSTALL 24" RCP, D–LOAD PER PROFILE
Q INSTALL 18" RCP, D–LOAD PER PROFILE
5Q-- CONST CURB OPENING CATCH BASIN PER APWA STD. PLAN 300-2, SEE SHT 4
Q-- CONST. MANHOLE PER APWA STD. PLAN 321-1, SEE SHT. 4
O7 — CONST. JUNCTION STRUCTURE PER APWA STD. PLAN 331-2, SEE SHT. 4
REMOVE PORTION OF 30" RCP AND JOIN
11 REMOVE & REPLACE AFFECTED SIDEWALK AND LANDSCAPE.
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
BENCH 11iARK.• No. 615 BASIS OF BEARINGS.
THE BEAR/NG OF N00' 16'44 "W ALONG
RAILROAD SP/KE AT INTERSECTION
OF CITRUS AVE. AND LOS ECRONCOCROTHE CENTERLINE OF CITRUS AVENUE, AS
N0. 9011E SHOWN ON MAP OF TR. 15908, FLED
AVE., IN POWER POLE
ON THE EAST SIDE CITRUS AVE. IN BOOK 271, PAGES 34 THROUGH 39,
INCLUSIVE, OF MAPS, RECORDS OF SAN
EL EVA TION. 1467.59 BERNARD/NO COUNTY, WAS USED AS
THE BASIS OF BEARINGS FOR THIS MAP.
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
OMgS s�Fti MADOLE AND ASSOCIATES, INC.
uj Q No. 62183„ 10601 CHURCH STREET, STE. 107
Exp, 9-30-05 RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
CI V I\-
FUFCALIF� Date :2'
RC 6218SVEXP. 9-30-05
1+00
PlW MmTI*<I
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
DRAWN BYSCALE.•
RK TRA A C T 1655 O– AS SHOWN
DESIGNED BY• � A 7 A A7 , -5 ' and A-10' DATE
MCA , SEPT.2003
CHECKED BY ;APPR DBY DRAWING NO.!L/L/A/ 41-
ATS TY EN( 'R .51152 DA 3535
J:\826-1183\storm\SD03.dwg, 02/10/2004 02:40:42 PM, MCA
CURVE TABLE
Q
LENGTH
RADIUS
TANGENT
DELTA
A
17.67
22.50
9.32
45"00'00"
B
26.89
22.50
15.31
68'28'10"
C
8.45
22.50
4.28
21 '31 '50"
D
47.99
45.00
26.56
61, 55.7 "
E
24.872
-50
13.88
63' 19'51 "
F
10.47+222.50
5.33
26'40'09"
CONSTRUCTION NOTES:
Q INSTALL 30" RCP, D–LOAD PER PROFILE
Q-- INSTALL 24" RCP, D–LOAD PER PROFILE
Q INSTALL 18" RCP, D–LOAD PER PROFILE
5Q-- CONST CURB OPENING CATCH BASIN PER APWA STD. PLAN 300-2, SEE SHT 4
Q-- CONST. MANHOLE PER APWA STD. PLAN 321-1, SEE SHT. 4
O7 — CONST. JUNCTION STRUCTURE PER APWA STD. PLAN 331-2, SEE SHT. 4
REMOVE PORTION OF 30" RCP AND JOIN
11 REMOVE & REPLACE AFFECTED SIDEWALK AND LANDSCAPE.
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
BENCH 11iARK.• No. 615 BASIS OF BEARINGS.
THE BEAR/NG OF N00' 16'44 "W ALONG
RAILROAD SP/KE AT INTERSECTION
OF CITRUS AVE. AND LOS ECRONCOCROTHE CENTERLINE OF CITRUS AVENUE, AS
N0. 9011E SHOWN ON MAP OF TR. 15908, FLED
AVE., IN POWER POLE
ON THE EAST SIDE CITRUS AVE. IN BOOK 271, PAGES 34 THROUGH 39,
INCLUSIVE, OF MAPS, RECORDS OF SAN
EL EVA TION. 1467.59 BERNARD/NO COUNTY, WAS USED AS
THE BASIS OF BEARINGS FOR THIS MAP.
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
OMgS s�Fti MADOLE AND ASSOCIATES, INC.
uj Q No. 62183„ 10601 CHURCH STREET, STE. 107
Exp, 9-30-05 RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
CI V I\-
FUFCALIF� Date :2'
RC 6218SVEXP. 9-30-05
1+00
PlW MmTI*<I
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
DRAWN BYSCALE.•
RK TRA A C T 1655 O– AS SHOWN
DESIGNED BY• � A 7 A A7 , -5 ' and A-10' DATE
MCA , SEPT.2003
CHECKED BY ;APPR DBY DRAWING NO.!L/L/A/ 41-
ATS TY EN( 'R .51152 DA 3535
J:\826-1183\storm\SD03.dwg, 02/10/2004 02:40:42 PM, MCA