HomeMy Public PortalAbout2004 Community Development Block Grant Sidewalk Improvements, Project No. 461212W
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2004 COMMUNITY DEVELOPMENT BLOCK GRANT
SIDEWALK IMPROVEMENTS
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APWA—AGC STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2003 EDITION.
2. ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE
PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY
DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE.
AT LEAST 48 HOURS BEFORE COMMENCING WORK, THE CONTRACTOR SHALL CONTACT UNDERGROUND ALERT (USA) 1-800-227-2600.
3. CONTRACTOR SHALL COMPLY WITH ALL STATE, COUNTY AND CITY LAWS AND ORDINANCE AND REGULATIONS OF THE DEPARTMENT OF INDUSTRIAL RELATIONS, 0.S.H.A. AND
INDUSTRIAL ACCIDENT COMMISSION RELATING TO SAFETY AND CHARACTER OF WORK. EQUIPMENT AND LABOR PERSONNEL.
4. PRIOR TO CONSTRUCTION, P.G.&E. AND CALIFORNIA WATER COMPANY WILL RELOCATE ANY OF THEIR UTILITIES IN CONFLICT WITH THIS PROJECT. IN THE EVENT THAT
UNFORESEEN CONFLICTS ARE DISCOVERED, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE HIS ACTIVITIES WITH THE APPROPRIATE UTILITY COMPANY IF
ADDITIONAL RELOCATION IS NECESSARY.
5. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN, OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY AND IN ACCORDANCE WITH
THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, MANUAL OF TRAFFIC CONTROLS, 1996 EDITION.
6. PHASING AND ACCESS. CONTRACTOR SHALL MAINTAIN BOTH VEHICULAR AND PEDESTRIAN ACCESS THROUGHOUT THE PROJECT AT ALL TIMES UNLESS EXPRESSLY
AUTHORIZED BY THE CITY NOT TO DO SO. THE FOLLOWING ARE MORE SPECIFIC PROJECT REQUIREMENTS, ALLOWABLE AND RESTRICTIONS.
A. FIVE (5) DAYS BEFORE CONCRETE REPAIRS COMMENCE, AN INFORMATIONAL LETTER IN A FORMAT APPROVED BY THE ENGINEER SPECIFYING DATES OF
OPERATION SHALL BE HAND DELIVERED TO ALL RESIDENTS/BUSINESSES IN THE VICINITY OF CONSTRUCTION AREA.
B. CONTRACTOR MAY BE ALLOWED TO PROHIBIT VEHICULAR ACCESS TO INDIVIDUAL GARAGES WHEN CONSTRUCTION ACTIVITIES ARE ONGOING IN FRONT OF THE
PROPERTY. THESE CLOSURES MAY BE PERMITTED AFTER THE CURB AND GUTTER HAVE BEEN REMOVED, REPLACED, AND APPROVED BY THE ENGINEER.
C. CONTRACTOR SHALL PROVIDE TEMPORARY PEDESTRIAN AND VEHICULAR ACCESS TO PROPERTIES DURING ALL CONSTRUCTION PHASES. CONTRACTOR SHALL
SUBMIT TO THE CITY A DETAILED PLAN SHOWING HOW THIS WILL BE ACCOMPLISHED. NO WORK SHALL PROCEED UNTIL SAID PLANS HAVE BEEN APPROVED BY
THE CITY.
D. CURB, GUTTER AND SIDEWALK REMOVAL AND REPLACEMENT MUST BE KEPT ON ONE SIDE OF THE STREET, KEEPING THE OTHER SIDE FREE OF OBSTRUCTION
FOR THE NEIGHBORHOOD'S SAFE USE UNLESS APPROVED BY THE ENGINEER.
7. ALL QUANTITIES ON THIS PLAN SHEET ARE FOR ESTIMATION PURPOSES ONLY. ACTUAL MEASUREMENTS SHALL BE VERIFIED IN THE FIELD BY THE ENGINEER.
®LOCATIONS
Site # Address Street
Ramp
Cross Street I Location
SO FT
CDBG
Length
Sites
Width
i Rolled
Curb w/3-
ft gutter
Type A
curb w/2-
ft gutter
Type A
curb wl3•
ft gutter
1 -foot AC
conform
Root
Barrier
Adjust
Pull box
Adjust
Inlet
A 1101 College
200
40
5
1
A 1101 College
Driveway
70
10
7
A 1107 College
45
9
5
B 418 Grand
72
18
4
1
B 430 Grand
72
18
4
1
B 439 Grand
I
48
12
4
1
C 603 N. Claremont
84
21
4
1
C 603 N. Claremont I
60 15
4
1
D 811 N. Claremont
48 12
4
_
E 501 N. Idaho
35 7
5
1
F 703
N. Idaho
90 18
5
F 727
F 750
N. Idaho
N. Idaho
250 50
300 60
5
5
1
4
F I 750
N. Idaho
265 53
5
3
G I 819
N. Idaho
25 5
5
-
1
G 856
N. Idaho
75 15
5
1
G
N. Idaho Courthouse
190 38
5
1
H
720
S. Delaware :
84 21
4
1
J
820
S. Delaware
108 27
4
1
K
900
S. Delaware
96 24
4
1
K
916
S. Delaware
_
108 27
4
27
27
1
K
931
S. Delaware
48 12
4
1
K
937
S. Delaware
36 9
4
1
K
937
S. Delaware
48 12
4
1
L
416
Studio Circle
540 60
9
60
60
L
448
Studio Circle
369 41
9
4.1
41
M
407
Villa Terrace
132 33
4
1
M
427
Villa Terrace
60 15
4
1
M
428
Villa Terrace
96 24
4
1
M
444
Villa Terrace
108 27
4
1
N
614
Woodside
48 12 4
1
N
614
Woodside
36 9 4
1
0
304
Cavanaugh
24
6 4
O
305
Cavanaugh
24
6 4
6
6
0
329
Cavanaugh
192
48 4
48
48
1
P
408
Cavanaugh
132
33 4
33
33
1
P
434
Cavanaugh
144
36 4
36
_
36
1
Q
5th
Eldorado
96
24 4
1
R
200
_
_ Grant
108
18 6
18
18
1
R
220
Grant
108
18 6
18
18
1
S
23
N. Delaware
60
12 5
s
27
N. Delaware
75
15 5
1
T
127
N. Delaware
255
51 5
1
T
153
N. Delaware
96
24 4
1
T
153 N. Delaware
255
51 5
1
U
227 N. Delaware
36
6 6
U
229 N. Delaware
36
9
4
1
U
231 N. Delaware
90
15
6
1
U
231 N. Delaware
72
12
6
1
V
326 N. Delaware
160
20
8
1
V
330 N. Delaware
_
104
13
8
1
V
340 N. Delaware
105
21
5
W
833 N. Delaware
75
15
5
X 706 S. Eldorado
84
21
4
1
Y 323 San Antonio
_
24
6
4
1
Z State
Idaho
SE
30
AA College
_ Idaho
NW,NE.SW
90
BB Cypress
Idaho
SW
30
CC
Eldorado
Ninth
NW
30
DD
Monte Diablo
Quebec
NW
30
EE
Prague Trollman
SE
30
PROJECT NO.: 461212
LEGEND
NW
Northwest Corner
SW
Southwest Corner
NE
Northeast Corner
SE
Southeast Corner
AC
Asphalt Concrete
PB
Pull Box
LF
Linear Feet
C/G
Curb and Cutter
SF
Square Feet
x -walk
Crosswalk
W 5TH AVE
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SAN FRANCISCO BAY
HARBOR
MASTER
Sausalito
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Pacific Ocean'
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SAN FRANCISCO BAY
kland
TY M,
101
NORTH
DESCRIPTION
NQN
I..L
0
0
W
LLI
0
W
W
0
Z
0
0
0
0
N
0
0
0
MPROVEMENTS
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act
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(00
ce
2
SHEET/LOCATION
SURVEYED BY:
O
O
m
K.LEE DATE: 12/03
DRAWN BY
re)
0
N
a
Q
0
W
U
W
U
SCALE: NONE
PROJECT NO.: 461212
CASE
4
DRAWER
3
SET
70
SHEET 1 OF 1
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