HomeMy Public PortalAboutPolo Court, Edinburgh Street, Gymkhana Road Street Improvements0
D
>-
m
0o
w w
w w
xx
o 0
0 Z<
W 41
w w L, Z
Z. -$ >-
aQC
a-
0
W
0 0
z z
POLO COURT
1
C
5i
C
0.
0.5%
Ip
5ti' Earl a.rb
11
n+•
0 •
Q
IV
0
h
h
a
x
sCurb
5
9
stir
ht
ki
+01
C/eanovi
+270
x
Graze
51�� 6s
5'
69. /6'
Types Curb dat
82.22' ___.—
Yo/%yCii/ter 'vest,
riper ftdii k. A.53
Jpecs. Owg. Q 9 4h
t-7-/07 9O 6 4/tip'
L h°
O
8O
s
Toro cro.
1'26
7
4a4
°32' 41'
6
/3 Cond.
2 Cob/es
r
5
5
N M 5.74 3 40"M! 1
l5'P. U. E 6'
3
ASx
N. /4°S4'ant
N.. /5'29'20/
GYMKHANA ROAD
.too/h arrb
/8c9 e7,0
l4
/Mt6l.!cP. g0.5," 04
l�lb1
SO
6
A 98.70 M/1 5' R/
et
W
EDINBURGH
10' Storm Sewer
rose/nen/
17129 CR Li
4
North lvrb
16 Sou/h Ca -,6
eoa"6^
4-cP@ X27.
IR
0
6
Contractor .sho//restore Prop.
raversed bg storm sewer to
riy/not cnwdi/ion.
.lore a// /reef outside
subdivision.
y 5/..y,
50
45
_.L
40
+69.25
iar4
4' 69.3
Remove /2 Ook�
}6j
Save /8" Oak
(Jee De/a//)
0
RUE.
240' ie"
(Jacked Concrete
ifjh -rop Spit/way
See De%i/
.
am
,s.,,s., 2 �
o k ��"'Qv
li
yJ x a
-1— R3 a /1l o1 .�'s%3� , 2671 pub'
N /4°5470 M0
0.5%0-i ca 1
20'YG
h4,42
V V �
ti5 N_T - *I -.
V L*
---..
m
h
d
4
x
4
5
A
6
7
26
llet w h
1 estt° 5' RUE E
El53'--- --- - 53' � S3' ` 45' ,
ype 4 Car
N. /5°79'70" /E $
as Tvm'A"Care elG'u/ o.s
z 58'
+3800
3
2
63.90'
5'RuE
ED/NBURGH STREET
4
7
14
it
f 39.0 CR
!aft prr6
0/00 NEST 20 r# AVE.
k
-Y-
_-4
4
face J/ro/g /
Pare/77C/7/ -
6- Cruriier .Dun Bore /
2" Plant Mix
f ALE
Curb
So' —
25'
34'
/7'
Grode ,Deference Gee
Giro , 6u//er e Sidewalk
with 3" Base as per Standard .Specie/cations Dwg. Na 1-7-104
Cement Concrete - C/off 47"
Ho,ezz. /"-/a'
5'
Ras
2'6
f/ec/roper Location
Kerr /". 5'
POLO COURT — GYMKHANA ROAD
"E/ec/rica/
Conduit Locotian
5'
RUE
_..4._
— — ----4-
-4_
-4
WISP
/See Jtra/&fit Curb
50'
75'
36'
5"Grown Grode ,Pelerence Lin
5'
P.U.E.
Pavement -
6" Gusher fon Bate
2" Plan/ Mix
.fonts -
Ve,rr
ED/NBURGH STREET
E/ec/ro/ier Location
E/.<c/r/COI
Cure, Gu//er _ride walk
COr'durf Location
with 3"Bose of per ftondord 1pec/fieo/iini Dwg. No. 1-7/04
Cement Concrete - C/ass X'
f/oeiz. /"°/o'
PLAN
/2" C.P.
4
Soya. /": 5'
SECT/ON A- A
SACKED CONCRETE R/PRAP SPILLWAY
I SWIM
W
Ot
cp
ct
op
�5
40
ED/NBC/RGH ST.
21
3
65"—
N.76° 0'40"E.
95'
4
/4" Cond.
2 - lab/es
94./2'
5
V.Cp
as
q3
t?6
to
BENCH MARK
EL. 43.74
JaarN R/M /1'/QNNOLE
SPURAWAY DRIVE
SPURAWAY
/ 0
No rns:
A// curb grades and radii ore shown for /op face of barbs.
Bench Mork elevation and /oca/ibn if /nd/ca/ed onp/onr.
Lb/um: £/era/ions are in Pee/ onddecima/s thereof in reference
to Me official base and datum of the G'ty of San Mateo, Co//forma.
Work shall be done in accordance with City Can Mateo Dept of
Engineering Standard Jpecifico/ions Doled Jonvory /95/, and a//
addenda thereto /special provisions.
LEGEND
Manhole and 6" Jan//ary Sewer Main
4' January fewerJolerat
C / Co/ch Basin end 1'/orm Droiiz
f/ectro/ier and E/ecfrico/ Condu/i.
Curb, Gu/ter ono'fidewo//G
Monument Ring and Cover.
Street Sign
40
3S
2
PLAN AND PROFILE
STREET IMPROVEMENTS
RESUBDN/S/ON OF LOTS 8 TO 25 INCL. BLOCK /
POLO CLUB St/BD/VISION
ED/NBURGH ST, GYMKHANA RD. & POLO CT.
SAN MATEO, CALIF.
JAMES & WATERS, CIVIL ENGINEERS
PLATE 2 - PLAN • PROFILE 0. P. R. & R. E. STANDARD
•
BOOK NO.
SURVEY BY
APPROVED
CITY ENGINEER
DRAWN BY et CHK. BYaiftw-er:
DATE feert/ary /.9.52
PLAN CASE DRAWER SHEET -
2 IS IS