HomeMy Public PortalAboutCrystal Springs Sidewalk ExtensionI
• SCALE: 1"=800'
KEY MAP
REMOVE ROOTS TO 124 BELOW FIr
GD, WHERE DESIGNATED.BY ENG
CASORON ROOT INHIBITOR.
rate of application see specs
co
CD
D
a
J
W
0
0
2
4
J
4
ROOT PRUNE
��IIII_ 9
,
I'-0 \"
I(i 4-(I uE .-
\ \
PROJECT
LOCATION
IS H.
NEER #4 dowels 12" long: drill and epoxy 4" into curb at 3' c.c.
+- — — 5`-O""
Slope 4- per foot
Subgrode
compaction
2" Sand or 3"
-compacted crushed :'
rock or gravel
1(1(11 SRI g1i 14: 9II! .\
CONSTRUCT 235'
OF 5' SIDEWALK
Existing curb and gutter
2'6"
Setter I"per foot
T
SECTION A
N.T. S.
Slope 1" per too
Curb Grade
---
"Batter I" to 12"
520-8-2500 Concrete
REMOVE ROOTS TO 12" BELOW FINISH GD.
CASORON ROOT INHIBITOR TO BE APPLIED UNDER SW(See Spec)
2" X 4" X 4' STAKE 4' ON CENTERS (REDWOOD)
3. \ earth
ooc“Pa°tea
Existing curb and gutter
X 12" HEADER BOARD REDWOOD CONSTRUCTION GRADE (ROUGH)
5' 0"
Slope 4- per foot
Subgrode compaction
2" Sand or 3"
-compacted crushed.,%
rock or gravel- •'`'•••
#4 dowels 12" long: drill and epoxy 4" into curb at 3'
216"
41-6--•1\i-Dotter I"per foot - - Curb Grade
SECTION B
N.T. S.
I. All work shall be done in accordance with APWA-AGC STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
1982 Edition, as amended by the 1983 Supplement, and all addenda thereto.
Call U.S.A. NOTIFICATION SERVICE before digging 800-642-2444.
CONSTRUCT AS PER SECTION A UNLESS OTHERWISE NOTED
4.In reference to property at377FRANKLIN ST. Furnish and plant 4ea 5gal Juniper bushes
5. Water meter to be raised by CAL WATER (see SP -303-5.1.1 GENERAL.
6. Air pressure relief valve to be lowered to grade by Estero Municipal Improvement District. (EMID)
HILLSBOROUGH
T`( OF HI
CI
CONSTRUCT 235'
OF 5' SIDEWALK
Z
0
SITE PLAN
CITY OF SAN MATEO
SCALE I" = 50'
CITY LIMIT
SPRING S
CRYSTAL
341
CONSTRUCT 97'
OF 5' SW
per section B
CONSTRUCT 79'
OF 5' SW PER SECTION B
ROAD
T
PTT
LEGEND
Pacific Telephone and Telegraph Line
W Water Line
G
N
H.P.
(SER)
Gas Line
Gas Valve
High Pressure
Service Line
370
Slope 1"per toot
"Batter I" to 12"
520-8-2500 Concrete
CONSTRUCT
49' OF5' SW
CONSTRUCT 38' OF
51 SW
MOVE SPRINKLER
LINE ALONG INSIDE
EDGE OF SW
281
'S0
o.c.
N 13/4A
ro
s
PRINTS NOT REARING THIS STAMP ARE
OBSOLETE TOR CONTRACT PURPCt,EES
REVISION
NO.
DESCRIPTION
DRAWN
BY
CHECKED
BY
APPROVED
BY
DATE
CRYSTAL SPRINGS RD
ALAMEDA TO 3RD AVENUE
SIDEWALK INSTALLATION
CITY OF/5AN MATEO
SAN MATEO, CALIFORNIA
RO.1 E
APPROVED
!NEER DATE
4-
GINEE
2/2 /
DATE'
aS
APPROVED
16ickW-
DI RECTOR •F'UBL IC WORKS DATE
SCALE A S SHOWN
BOOK NO
PLAN CASE
DRAWN BY TJ S
DATE OCT 84
DRAWER
2
SET
49
OF 2
SHEET
NA
\\
II
II
II
II
24 in WM EMID (Foster City)
•
G
I
U)
I
U)
c
W
z
4
Existing 4'
w
W
A C DWY
NORMAN J - JANE M STIENE
321
24 in W.M. EMID
G
G
W
N
M
C7
CRYSTAL SPRINGS RD
Existi g 4' s/w
IRVING H -
JOYCE R SHARE
G
W
Match line A
•
CONC
DWY
W
R=I5'
4ea 5 -gal Juniper bushes
Construct 79' of 5' SW as per section B
WILLIAM - GERDA WICKLOW
377
4' STL - HP
W
1
i
G
•
Q
I-
0
K
Ism '., : Existing 5' s/w
II I
U311 I
1 II I
1
I
II
II I
z
1
Existing curb and gutter
TREE #2 Pine
drivewa
S
MH
Construct 97' of 5' sw as per section B
211 STL H.P.
SOL - JOSEPHINE M POSTYN
370
CRYSTAL SPRINGS RD
7
W
Co
JAMES A ROSS
END OF PROJECT
514
T
RICHARD P -
VALLERY A. DEMKO
4" STL - HP
510
i
i
/ / / / ,
+C X Y
WILLIAM - CAROL A
I
co TWOMEY
M
502
T
WILLIAM H. -
BARBARA K.,
BISSELL
464
CRYSTAL' SPRINGS RD
•
WATER VAL. o
0
MH
W
a
a
//
STAKE
W
G
0
I/2°(SER) X 4/4"
W
'W'^^
JOHN R -
iii
i
l
i
r
KATHLEEN BEJARNO
24 in WM EMID (Foster City)
° MH VAULT
EMID AIR PRESSURE RELIEF VALVE CITY OF FOSTER CITY
460
W
J
0
Construct 235' of 5' SW per section
C7
Ir
LU
J
N)
TfttEE
ROBERT E -
KATHLYN A GREENE
201
RETURN R=25'
r-- 2 R 12••
REb(VOOD HEADER
SECTION D -D
D
N.T.S.
Used where sidewalk width needs reducing
LESLIE 0 -
It
GLADYS M MYERS c(.0
526
SWALK
;
b
2" x IF'
gEDW0o0 HEADkR
MGM.
M
1/2 PL (3/4)
411M p •1
IRVING H -
cc
JOYCE R SHARE
to
520
A
C
m
U
C
O
C)
csi
-
cc
tzt
X
open
air
vented
TREE #3 Oat
iv
JOHN B. -
REVA A. SEGALL
'C- 1,0' -->
Rdwd Heade
N
r
X
a. --------
456
2" X 4" X 4' STAKE 4' ON CENTERS
2" X 12" HEADER BOARD
vented
aground
compacted earth
+i#l) V WM.s r
Subgrode
O"
5'-0" Sidewalk
2=6"
G
cc
w
fn
ro
G
G
START OF PROJECT
TREE#I
Willow 36' OF SPRIN
LINE
ifisWrge of
R=I50'
Existing
Construct 87' of 5' sw as per section B
FRANCIS - CAROL O'DONNELL
KLER
SW
4" STL - HP
G
PTT
•
•
•
•
•
•
•
•
.•
1
1
.•
281
N
1
7 -DUCTS 31/2" CEM
4p•
Existing curb and utter
W
Construct 235' of 5' SW per section B
STEWART C -
SUSAN HOFFHEINS
•
N.T.S.
I
446
II
1
cT
0
12
LLI
M
ARTHUR F.
HAZEL R AYTON
4" ABS Schedule 40 pipe buried in pea gravel
TREE AIR IRRIGATION
PATH
.. — 5' 0'
Slope t per foot
Existing Curband gutter
26„
kIn potter I" Per foot __c Curb Grade
!3.0
.':•, yr. .. •.:• •:0•. . N
�oa'ri
i° Slope 1 per toot
0.. p 7 . QI
2" Sand or 3"
.compacted crushed
rock or grovel-
T•� 520-8-2500
Section C - C
••Batter I" to 12
Concrete
436
d'W
ro N I
RETURN
R=I5'
PLAN
Scale 1 20'
G
I
C,
cc
REVISION
NO.
DESCRIPTION
DRAWN CHECKED APPROVED DATE
BY BY BY
CRYSTAL SPRINGS RD -
ALAMEDA TO 3RD AVENUE
SIDEWALK INSTALLATION
CITY ,OF/,SAN MATEO i SAN MATEO, CALIFORNIA
APPROVED
APP
EER
449-.0
2 L I .85 -
DATE
DIRECTOR £FLPOBLIC WORKS
1/i/vr
DATE
SHEET
SCALE 1" = 20•;
BOOK NO.
PLAN CASE
DRAWN BY
DATE
DRAWER
TJS
SET
2 2 49
2 OF