HomeMy Public PortalAboutAlley Between 37th & 38th AvenueW
r
Q
O
DIETERICH POST REORDER NO. 103713
RO
GENERAL NOTE:
U
A
JK
V
R
A
v
S,P
0
J8
FOR USE WITH STATE OF CALIFORNIA STANDARD SPECIFICATIONS DATED JULY 1984,
STANDARD PLANS DATED JULY 1984,
AND THE CITY OF SAN MATEO STANDARD DRAWINGS
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.
48 HOURS BEFORE COMMENCING WORK. THE CONTRACTOR SHALL CONTACT:
UNDERGROUND SERVICE ALERT (800) 642-2444
ki
Q
SCALE: I" :400'
I
VD.
LOCATION MAP
rszi
a
0
0
0
0
0
m
NOTES:
1. DIMENSIONS SHOWN ARE SUBJECT TO THE TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS.
2. LOCATIONS AND DEPTHS OF UTILITIES SHOWN ON THE PLANS ARE BASED ON BEST AVAILABLE INFORMATION
AND ARE APPROXIMATE ONLY.
3. ALL ELEVATIONS ON THESE PLANS REFER TO SAN MATEO DATUM.
(DATUM ELEVATION IS 2.36 FEET ABOVE MEAN SEA LEVEL.)
EXIST CURB
AND GUTTER
EXIST. CURB 1
AND GUTTER
COLD PLANE
AC PAVEMENT
R/W
0.08
5'
0.I'
EXIST PAVEMENT
AT CONFORM
ASPHALT CONCRETE
EXIST. PAVEMENT
COLD PLANE
ASPHALT CONCRETE
PAVEMENT
PLANING DETAIL
BASELINE
AC RESURFACING
26.23' a VAR
I I
5'
0.1' AC (Al
VAR_ VAR.
0-1 4.77'
8 VAR
5'
1
I
EXIST. AC PAVEMENT
—PAVEMENT REINF. FABRIC
NOT TO SCALE
EXIST. CURB
AND GUTTER
R/W
COLD PLANE
AC PAVEMENT
EXIST CURB
AND GUTTER—
R/W —01
TYPICAL CROSS SECTIONS
SCALE' I" = 10' HORIZ., N. T. S. VERT
PLAN
R/W
SCALE : I" = 20'
ASPHALT CONCRETE
COLD PLANE ASPHALT
CONRETE PAVEMENT
SLURRY SEAL
8', 28.95:, 8', 25.3'
& VAR. S VAR.
Va MR
-
EXIST. CURB
AND GUTTER
R/W -
EXIST. CURB
AND GUTTER
—EXIST CURB
AND GUTTER
R/W
- -J
EXIST. AC PAVEMENT
4.77'
S
A
SYMBOLS AND ABBREVIATIONS:
AC
BC
BVC
EC
EVC
EP
EXIST
GUT
HOR
LT.
MH
O.G.
PCC
P.G.
PI
POT
PVI
R/W
RT
RCP
SAN
VER
12"
ASPHALT CONCRETE
BEGIN HORIZONTAL CURVE
BEGIN VERTICAL CURVE
CENTERLINE
END HORIZONTAL CURVE
END VERTICAL CURVE
EDGE OF EXISTING PAVEMENT
EXISTING
FLOW LINE OR INVERT
GUTTER
HORIZONTAL
JOINT POLE
LEFT OF CENTERLINE
MANHOLE
ORIGINAL GROUND
PORTLAND CEMENT CONCRETE
PROFILE GRADE
POINT OF INTERSECTION
(HORIZONTAL CURVE)
POINT ON TANGENT
POINT OF INTERSECTION
(VERTICAL CURVE)
RIGHT OF WAY LINE
RIGHT OF CENTERLINE
REINFORCED CONCRETE PIPE
SANITARY
VERTICAL
w
T
G
SANITARY SEWER
WATER
TELEPHONE
GAS
STORM DRAIN
STRUCTURAL SECTION TYPE
0
r
m
DESCRIPTION
z
0
06
>z
w
w
a
a
W
W
W
U
W
0
0
a
a
0
w
0
a
a
w
0
CITY ENGINEER
APPROVED'
W
a
DIRECTOR OF PUBLIC WORKS
4.LID
F
CD 00
I I
U 0
Q
LL Q
D
Cn
LJJ <
>-- F -
J N-
J ENO
J
QLLI
UJ
F
02
SURVEYED BY
w
a
a
6
z
O
O
m
40
N
W
a
m
z
m
CHECKED BY
t
PROJECT NO.
CASE
2
DRAWER
5
SET
45
SHEET I OF