Z-8699 Map 1LEGEND
PROPOSED ASPHALT
d °
u
SIDEWALK / PARKING / DRIVEWAYS
O
SANITARY SEWER MANHOLE
—
SANITARY SEWER LINE
W
WATER LINE
ROW
STORM SEWER
STORM SEWER MANHOLE
CURB AND GUTTER
RIGHT OF WAY
10 5 0 10
SCALE: 1" = 10'-0"
cy
U
RIP
EXISTING GREEN AREA
102.9 TW
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z
w
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NEW
4" WHITE STRIPING
(CREA TE I I SPACES)
NEW 4" WHITE
STRIPING
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«
LL
LL
WJ
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A'PHALT PAH,.*H
145�0' CURB
W T SIDEWALK, FI P
T TO EXISTING
94 6 TW
10.8' —
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9�
d d
END CURB & GUTTER 11•8 - o
FXHTI��I�� ASPIIAL r PAR�<IN�� o AT RIGHT OF WAY, d a�
m TAPER ENDS
I-_
29.3' \ o a
•0,
NEW
SIDEWALK a oa 00
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d d
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e
d
NEW FENCED IN
DUMPSTER AREA
100.E TW C97.5 TW WITH SWING GAPE
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M d d > - 9.5'dv� (z
°
i CONSTRUCT RETAINING LO
Iz
WALL AS PER CLR °
(�
7.0' ® DETAIL PW-44 ° r n
d LO
20.0'
0 D A D I T N END CURB & GUTTER
F F AT RIGHT OF WAY, L
f 8 TAPER ENDS_f—
a
°
END OF
RETAINING WALL z
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d
z- -
a d
° °o
0 d
d
z 2.2' °
- EXISTING BUILDING
cn FF 89.8 d
d i
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x
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0cn
END CURB & GUTTER
AT RIGHT OF WAY, a
TAPER ENDS ^'
NEW ASPHALT ( I d
Ln w FOR PARKING NEW 7' —\ a
w \ SIDEWALK I 5.0
H z
F- Q I �
w �
U) °
M
LiJ
° A6ii KGRATE-TC
° o INLET WE'H 18" PIF
((����� lJ CO NECTED TO EXISTIN
NEW SIDEWALK, ST M SEWER IN STRE
CONNECT TO EXISTING cF
WALK
TURN LANF
NEW INLET. /
EXTEND EXISTING PIPE —J /
IN TO THIS INLET
EXISTING
JUNCTION BOX NEW ASPHALT - TRAFFIC
/ RELOCATED SIGN J/ SIGNAL
CONSTRUCT DRIVEWAY POLE
AS PER CLR DETAIL
PW-34
M N LANF
WEST MARIHHAM H iF"H_
12.0'
d
NEW 5'� d
a
R
z rso,
0 TL I-F I ' F
a
a°
d A '.A .d' CONIC
° /
MATCH NEW CURB
& GUTTER AND NEW
g SIDEWALK TO EXISTING
HANDICAPPED RAMP
la� APPROX. 66' OF
0 18" RCP PIPE
u- m
0
o CONNECT PIPE TO
EXISTING JUNCTION BOX
I
A PH
O
L J
A'PHALT PAH,.*H
145�0' CURB
W T SIDEWALK, FI P
T TO EXISTING
94 6 TW
10.8' —
98.2 a
° d
a a
rO d
r O,
o d °
.
9�
d d
END CURB & GUTTER 11•8 - o
FXHTI��I�� ASPIIAL r PAR�<IN�� o AT RIGHT OF WAY, d a�
m TAPER ENDS
I-_
29.3' \ o a
•0,
NEW
SIDEWALK a oa 00
Q C d
d d
'a d
Q 'd
° 4
e
d
NEW FENCED IN
DUMPSTER AREA
100.E TW C97.5 TW WITH SWING GAPE
F co
M d d > - 9.5'dv� (z
°
i CONSTRUCT RETAINING LO
Iz
WALL AS PER CLR °
(�
7.0' ® DETAIL PW-44 ° r n
d LO
20.0'
0 D A D I T N END CURB & GUTTER
F F AT RIGHT OF WAY, L
f 8 TAPER ENDS_f—
a
°
END OF
RETAINING WALL z
_
d
z- -
a d
° °o
0 d
d
z 2.2' °
- EXISTING BUILDING
cn FF 89.8 d
d i
° p
x
C)
0cn
END CURB & GUTTER
AT RIGHT OF WAY, a
TAPER ENDS ^'
NEW ASPHALT ( I d
Ln w FOR PARKING NEW 7' —\ a
w \ SIDEWALK I 5.0
H z
F- Q I �
w �
U) °
M
LiJ
° A6ii KGRATE-TC
° o INLET WE'H 18" PIF
((����� lJ CO NECTED TO EXISTIN
NEW SIDEWALK, ST M SEWER IN STRE
CONNECT TO EXISTING cF
WALK
TURN LANF
NEW INLET. /
EXTEND EXISTING PIPE —J /
IN TO THIS INLET
EXISTING
JUNCTION BOX NEW ASPHALT - TRAFFIC
/ RELOCATED SIGN J/ SIGNAL
CONSTRUCT DRIVEWAY POLE
AS PER CLR DETAIL
PW-34
M N LANF
WEST MARIHHAM H iF"H_
12.0'
d
NEW 5'� d
a
R
z rso,
0 TL I-F I ' F
a
a°
d A '.A .d' CONIC
° /
MATCH NEW CURB
& GUTTER AND NEW
g SIDEWALK TO EXISTING
HANDICAPPED RAMP
la� APPROX. 66' OF
0 18" RCP PIPE
u- m
0
o CONNECT PIPE TO
EXISTING JUNCTION BOX
I
A PH
z
0
Q
O
CONSTRUCT DRIVEWAY
AS PER CLR DETAIL
PW-34
/ LA_
U
MATCH WATER VALVE
TO PROPOSED GRADE
0
CONSTRUCT 4 H.C. RAMPS
— AS PER CLR DETAIL
PW-51 TYPE 3
GREEN AREA
EXISTING
WATER MAIN
- - EXISTING
50.0' —
0
ROW AS
REQUIRED BY CITY -
60.0' 0
GREEN AREA
11E1V ASPHALT
EXISTING
SANITARY
SEWER MANHOLE
0`
0
3
0
0
-TRAFFIC
SIGNAL
POLE
U/G TRAFFIC BOX
CURB
EXISTING FIRE HYDRANT LOCATED ON SOUTH
SIDE OF MARKHAM STREET, 70 FEET WEST
OF MARKHAM / FILMORE INTERSECTION
J
ROW
STAMP
oOFillAa,
st
ti~ ETC �a
(i ENGINEERS O
U INC. t'
q� No. 365
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REVISION
SURVEY BY: JB
DESIGN BY: SA
DRAWN BY: CWBf,
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CHECKED BY: SA
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eu
DATE
a4
c�a
AUGUST 29, 2011 J
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JOB NO:117501ASPINE
FlLENAME:
TURN LANE
C1.3