HomeMy WebLinkAbout2810-7U CONSTRUCT 8" CURB AND GUTTER
PER CITY STD. 101
O9 CONSTRUCT COMMERCIAL DRIVEWAY
8 IN. THICK PER CITY STD 102—B
14 CONSTRUCT COMMERCIAL DRIVEWAY
8 IN. THICK PER CITY STD 102—C
(R=15')(W=26')
15 NEW STREET LIGHT TO BE INSTALLED BY SCE
18 REMOVE EXISTING CURB & GUTTER
28 LOCAL DEPRESSION TO BE CONSTRUCTED BY OTHERS
PER STORM DRAIN PLAN
29 REMOVE EXIST. PAVEMENT (SEE SOILS REPORT FOR
DEPTH OF EXIST. AC PAVEMENT)
36 ADJUST MANHOLE COVER TO GRADE
37 ADJUST VALVE COVER TO GRADE
39 EXISTING DRAINAGE STRUCTURE TO BE REMOVED
BY OTHERS PER STORM DRAIN PLAN
40 FIRE HYDRANT TO BE INSTALLED BY SGVWD
42 INSTALL TELEPHONE CONDUIT, PULL ROPE,
& STRUCTURES PER PAC BELL PLAN
43 INSTALL SIGNAL CONDUIT, PULL ROPE
& PULL BOXES PER TRAFFIC SIGNAL PLAN
48 INSTALL CABLE TV CONDUIT, PULL ROPE
& STRUCTURES PER COMCAST PLAN
49 INSTALL GAS LINE SLEEVE PER SO. CAL GAS PLAN
52 CONSTRUCT PCC SIDEWALK 4" THICK.
57 REMOVE AND REPLACE EXISTING
CHAIN—LINK FENCE
4L TOLL FREE
300-227-2600
LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
NI00 NI00
QROEissl NqI
No. 321 0
Y Exp L? 100
OF (
PLANS PREPARED UNDER THE DIRECTION OF:
RONALD P. SHELDON R.C.E. #32180 DATE
MY REGISTRATION EXPIRES 12-31-2000
NIO O
CURVE / LINE
DATA
O
DELTA/BEARING
RADIUS
TANGENT
LEN./DIST.
TANGENT
1
NOT USED
11
NOT USED
2
NOT USED
12
NOT USED
3
NOT USED
NOT USED
4
NOT USED
398.00'
15
5
N 00'09'08"W
13.67'
6.87'
380.15'
61'09'01" 1
6
09'22'00"
300.00'
17
49.04'
24.58'
7
N 00'09'08"W
18
123'26'22"
148.96'
94.79' 1
8
NOT USED
9
NOT USED
No: Descri
CURVE / LINE DATA
O
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
10
NOT USED
11
NOT USED
12
NOT USED
13
NOT USED
14
N 00'09'08"W
398.00'
15
13'58'57"
56.00'
13.67'
6.87'
16
61'09'01" 1
15.00'
16.01'
8.86'
17
47'04'53"
15.00'
12.33'
6.53'
18
123'26'22"
44.00' 1
94.79' 1
81.78'
NOTE TO CONTRACTOR
CONTRACTOR SHALL VERIFY N WRITING WITH
CRY THAT R/W HAS BEEN ACQUIRED WHERE
WORK IS SHOWN OUTSIDE OF EXISTING R/W.
REVISIONS Engineer City
Approval Date: Approval Date: BENCHMARK
PK NAIL IN LEAD 6.46' WEST OF NORTHERLY Consulting Engineers
CURB RETURN NORTHWEST CORNER OF INTERSECTION 225 WEST HOSPITALITY LANE, STE. 206
OF CITRUS AVENUE AND SAN BERNARDINO AVENUE, SAN BERNARDINO, CA 92408
CITY OF FONTANA DATUM. ELEVATION = 1136.67 (909) 381-3666, FAX (909) 381-4176
DETAIL "A"
KT.&
REMOVE PAVEMENT
CITY OF FONTANA CALIFORNIA
ENGINEERING DIVISION
Drawn by:
L FONTANA AUTOMALL Scale: IK.AS SHOWN
Designed by: STREET NPROVEIVIENT PLANS Date:
J.M./R.E. CATAWBA AVENUE 1 7-10-00
Checked by: Dw No.
J.M./R.S. Approved: 7-13-40 2$[�/20
F'O/L CITY ENGINEER R.C.E. 25426 1064-
SSB] N:\2050\006\SHEETS\STPP05.DWG PLOT SCALE 1"= 1"