HomeMy Public PortalAbout1st Avenue and South Delaware Avenue Street Improvementstit
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\---EXISTING PROFILE. AT CONFORM L/,1/E
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PROPOSED
6
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0+20
0+40
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0+80
19
TOP OF CURS
Sr. 43` ,„-
FIRST AVENUE CURS PROFILE
SCALES: NOR, YE? = /' , VERT /"T )'
7
/.00'
EXISTING /RON PIPE
72OO'OFFSET) N X31
V
46
EX. PLANTED AREA
TO BE REMOVED�
4
EXIVM
EX.
LEC
FEEX/ST/NG
LECTROL/ER
Putt -sox
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ter
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1+60
SAME PO/NT
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0
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CONNECT 4" DRAIN LINES
TO CATCH BASIN PER
BLDG. DESIGN DRAWINGS
W
/7007'
EXIST. BUILDING ON fa
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PROPOSED TOP OF CURB
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IF to
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1+80
1
6
S=O,42%
FLOW. L/NES
EXISTING PROF/LE AT CONFORM LINE
0+80 0+60 0+40 0+20
SOUTH DELAWARE AVENUE CURB PROFILE
SCALES, HOR. %B'1= I VERT. /'=
/
48'2 '04"1,49
// //1L/////// /// ////// ///////i9///.///////11/7/7////7/////////// '
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EX.✓.P._
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0
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CONSTRUCT STANDARD I
COMMERC/AL DR/VEn/AY
PER C/TY DRAW/N6 #147-/
WITH WHEELCHAIR m
RAMPS PER CITY STO
DRAWING #/56 0
TRANSITION FROM EXISTING TO
STANDARD SIDEWALK AND C & G SECT/ON
•
W INSTALL 2-4"SIDEWALK
UNDERDRAINS PER
CITY DRAW/NG #/20
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TYPICAL
BRICKWORK
GOA/FIGURA
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ow
•
-D EX.
X.
CONSTRUCT - o
/2'-0 IOEWALfc<
EX. ASPHALT PA V. NG
To BE REMOVED"" - h_
EXIST IRON PIPE
EX BELL TELEPHONE
MANHOLES T� 1
J
INSTALL STREET LIGHT CONDUIT
PER CITY STANOAROT
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EX WV.
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EX. F.H.
BEAUTIFICATION TREES AND
BRICKWORK TO BE INSTALLED
PER LANDSCAPE DESIGN
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Sea,{ ' 1°L4n/s
,,J 702
F / R S T
CENTERLINE'S
to
CONFORM LINE
et
cal
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INSTALL CITY STANDARD
ALUM/NUM ELECTROL/ER
PER DRAWING #/6I
AVENUE
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et
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itha
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EX. WV -)O
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3' TRANSITION, CONFORM TO EXIST/N6
DRIVEWAY DEPRESSION
N
NOTES:
1. CARE SHOULD BE EXERCISED DURING THE FIELD STAKING OF THE PROPOSED CURB AND
GUTTER SO THAT A MINIMUM OF 1 INCH DROP FROM LIP TO FLOWLINE OF GUTTER IS
ATTAINED.
2. ALL EXISTING CURB AND GUTTER, CONCRETE SIDEWALK AND ASPHALT PAVING BETWEEN
PROPERTY LINE AND CONFORM LINE TO BE REMOVED.
3. ALL EXISTING ELECTRICAL PULL BOXES, INTER METER BOXES, GAS VALVE BOXES AND
MANHOLE RIMS WITHIN NEW CONSTRUCTION AREA SHALL BE ADJUSTED TO GRADE.
4. SEE LANDSCAPE PLANS FGA INSTALLATION OF TREES AND BRICKWORK.
2
k
112
U
/-I-75.07CR
MATCH LINE
SEE THIS SI,'EET
G
r
CONSTRUCT wH_ELCHAIR
RAMP PER CITY-DRAW/NG
#/57
fer= 7.0-01
d = 89°57104"
L= /0.991
W
6 -EX. IRON PIPE
d��JEXISTING BELL TELEPHONE
MANHOLES
€EX WA; ER VALVE
0
0
0Q
U
S4/°28'00"E
/00. 00'
�EXISr/N6 ASPHALT TO SE REMOVED- . I
CONSTRUCT
12'SIDEWALK
G
CONSTRUCT
8' SIDEWALK
EX. 32'I0 TREE
TO REMAIN.
EX. 2"GAS
EX.
DIRT )
PLANTED AREA
(SEE LANDSCAPE PLANS)
CONFORM
G 11
!G. -EXISTING
RESIDENTIAL.
I DRIVEWAY
EX. /RON PIPE
PROPOSED GUTTER SHALL.
CONFORM TO Ea'/STING
CATCH BASIN
CONFORM LINE
CONSTRUCT RESIDENTIAL.
`--DRIVEWAY PER CITY
STANDARD DRAWING #149
SOUTH
CENTERLINE -4,
DEL -AWARE
EX. 8"A. C P.
AVENUE
OQ
iw
OC
0 0.)0
It'
REMOVE EX. SIDEWALK
2% MW.
PROPOSED CURB,
GUTTERS SIDEWALK
PER CITY STANDARD
DRAWING # /4/
L
EXIST
CURBS t>✓rr&R
EX,Sr SRREE r ASPHALT-"
TYPICAL CURB, GUTTER & SIDEWALK
IMPROVEMENT SECT/ON
N.T S.
LEGEND
— EX./STING CURB & GUTTER
PROPOSED CURS& GUTTER
PROPERTY LINE
///////// BUILDING
ELEVATION DATUM
CITY OF SAN MATEO BENCH MARK
N9 33-/, ELEVATION: /8.95
CONFORM DRIVEWAY
DEPRESSION TO EXIST.
ADJACENT RESIDENTIAL
DRIVEWAY.
TRANS/T/ON FROM EXIST/N6
TO STANDARD S'OEWALK AND
CURB & GUTTER SECT/ON_��
0
O
0
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0
W
m
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CITY OF SAN MATEO APPROVAL
ROBERT B
Its -2 5-"L
ZZANT DIRECTOR OF PUBLIC WORKS
NO
DATE
DESCRIPTION
REVISIONS
APP'D
STREET IMPROVEMENT PLANS
For: WISNOM'S HARDWARE
C (',mewng End Emmet.. a Sw+evon
JAMES F. CARROLL & ASSOCIATES
1407 East Third Avenue San Mateo, California 94401
DR*MN D.
E. G.
SCALE 1/811=
CNECKED eT E.G.
Wirt 3-30-82
DIU M114 NO
310-47
MINIM
•P0'0
TRACi0 Iv
T RS.
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