HomeMy WebLinkAboutZ-5716 Map 6N1d CO2NER
N090`55" 4"E 8" D.I,P. ,ANITARY
SP ER
E
NE 1/4, NW
1/4,
34,315
SECTION 4,
1/300
5 HANDICAP SPACES - 4.3X OF TOTAL SPACES
-
T -1-N, IZ-13-W
Li
o
LOT
4BURROWS GRAHAM COMMERCIAL SUBDIVISI^N
N9-
BOOK
C, PAGE 854
I 45' INGRESS/EGRE5S EASEMENT AS RFCORDED
�_ IN 383.98; f'L GUT 383.91
1, N A9 _E TO LOCATE 3-22-93
S
`
17.16 UTILITY FASEVENT
N`y,1 CO2N=R
669.24'
13&OV
10' UTILITY EASEMENT-' 1.45'
S 1/2, NE 1/4, NW
1/4,
SECTION 4,
-13--W
T- 1 -N, 12-13-W'
Y M
LOT 11
MARKHAM COMMERCIAL SUBDIVISION
BOOK C, PAGE 008
'q04
^b.
GA
BRICK RETAINING WALL
'BEGINS AT PROPERTY LINE] -
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LOT 10
MARKHAM COMMERCIAL SUBDIVISION
BOOK C, PAGE 008 w�
ca
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1 2F
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IV K 1:33,870 Sig. FT,
IZONED C-3
ARK!_.A GAS SIGN POS.'.--�
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\
Q .= 34°41'51" r
T -= 136.42'
= 264.455'
>s
106 _
FIRE w �,
HYDRANI_�1
T. B. M.
TCP OF FIRE HYDRANT ON WEST SIDE OF
MARKHAM PARK DRIVE, APPROX. 140)' NORTH OF
CEN7, F RLINE OF WEST MARKHAM STREET.
ELEVATION 39-9.44
PAINTED SQUARE ON TOP OF HEADWALL,
APPROX. 45' NORTH OF NW CORNER OF MEGA
MARKET BUILDING, ELEVATION 395.19
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LOT 1, NORTHWEST HILLS APARTM
854
'VISION
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LCT 2
MARKHAM COMMERCIA'- SUBDIVISION
BOOK C, PAGE 854
rTL
OP RIM396.2'
FL 389.65
/---SANITARY SEWER MANHOLE
OP RIM 398.05
h FL IN 384.72
- FL OUT 384.68
1L,. D.I P
WATER L- 45°53'58"
�\ 2 = 77.50'
�..,.
/T = 32.02
GRATL
\ INLET ti L 62.08'
,2'X2'
00 ,.,-CURB INLET
0 33031 GPS" r
R - 272.36'
�4" GAC_ INE
T - 8c.J2' (PLASTIC;
L = 159.33'
a
388.84
N09055'14'W 177.35'
it�: �
J Lz
LLI
':mow
: r'1
MARKHAM CCIYWERCIAL. SUBDIVISION T�
BOOK C, PAGE 008
NOTE
IRON BARS SET AT
A _L _07' CORNERS
30
GRAPHIC SCALE
0 15 30 60
( IN FEET )
1 inch = 30 ft.
TEMPORARY BENCHMARKS:
TOP OF FIRE HYDRANT ON WEST SIDE OF MARKHAM
PARK DRIVE, APPROX. 140' NORTH OF THE CENTERLINE
OF WEST MARKHAM STREET. (ELEVATION = 399.44)
PAINTED SQUARE ON TOP OF HEADWALL, APPROX. 45'
NORTH OF THE N.W. CORNER OF THE MEGA MARKET
BUILDING. (ELEVATION - 395.19)
Parking
N090`55" 4"E 8" D.I,P. ,ANITARY
SP ER
No.
--
ratio
34,315
115
1/300
5 HANDICAP SPACES - 4.3X OF TOTAL SPACES
-
:JANITARY SEWER MANHOLE
TOP RIM 40,0,06
I 45' INGRESS/EGRE5S EASEMENT AS RFCORDED
�_ IN 383.98; f'L GUT 383.91
1, N A9 _E TO LOCATE 3-22-93
IN INSTRUMENT NO. 66-5$296 & EXTENSION
RECORDED N INS"RUMENT N0. 69-040x3 & 59-07762
URB INLET
TOP RIM zh�, 8-,
1L,. D.I P
WATER L- 45°53'58"
�\ 2 = 77.50'
�..,.
/T = 32.02
GRATL
\ INLET ti L 62.08'
,2'X2'
00 ,.,-CURB INLET
0 33031 GPS" r
R - 272.36'
�4" GAC_ INE
T - 8c.J2' (PLASTIC;
L = 159.33'
a
388.84
N09055'14'W 177.35'
it�: �
J Lz
LLI
':mow
: r'1
MARKHAM CCIYWERCIAL. SUBDIVISION T�
BOOK C, PAGE 008
NOTE
IRON BARS SET AT
A _L _07' CORNERS
30
GRAPHIC SCALE
0 15 30 60
( IN FEET )
1 inch = 30 ft.
TEMPORARY BENCHMARKS:
TOP OF FIRE HYDRANT ON WEST SIDE OF MARKHAM
PARK DRIVE, APPROX. 140' NORTH OF THE CENTERLINE
OF WEST MARKHAM STREET. (ELEVATION = 399.44)
PAINTED SQUARE ON TOP OF HEADWALL, APPROX. 45'
NORTH OF THE N.W. CORNER OF THE MEGA MARKET
BUILDING. (ELEVATION - 395.19)
Parking
Ratio
Building Sq. Ft
No.
of $paces
ratio
34,315
115
1/300
5 HANDICAP SPACES - 4.3X OF TOTAL SPACES
PROPERTY BREAKDOWN
SITE AREA - 133,670 S.F.
BUILDING AREA - 34,315 S.F.
PAYED AREA - 55,563 S.F.
AREA OF SIX INTERIOR ISLANDS - 2,626 S.F.
SIX INTERIOR ISLANDS - 5.09R OF PAYED AREA
REMAINING LANDSCAPE OR GREEN AREA - 41,166 S.F.
BUFFER REAS
AVERAGE WIDTH OF PROPERTY - +/- 332' X 5R -16.6
SIDE BUFFER AREAS - MINIMUM 16.6'
AVERAGE DEPTH OF PROPERTY - +/- 400' X 5% -20'
FRONT AND REAR BUFFER AREAS -MINIMUM 20'
❑ Details: (See Detail Sheet for the Following)
1A. TYPE 'A' CURB (CURB & GUTTER)
5A. GUARD POST (SINGLE)
5C. GUARD POST GROUP/FIRE HYDRANT PROTECTION)
6A. RETAINING WALL
6A. REGULAR DUTY PAVING
68. HEAVY DUTY PAVING
98. 90' PARKING SPACE STRIPING
(TYP.- SEE PLN FOR SIZE)
9E. VAN ACCESSIBLE HANDICAP PARKING SPACE &
SIGN (TYP.)
9F. 90' HANDICAP PARKING SPACES & SIGNS (TYP.)
10A, TRAFFIC FLOW ARROW (TYP.)
IOB. STOP BR (TYP.)
11F. :TRUCK ENTRANCE- SIGN (W/ARROW)
110. •TRUCK EXIT- SIGN W/ ARROW
p Note
1A SEEDED GREEN AREA - SEE LAWN SEED MIX ON
LANDSCAPE PLAN
1C. LANDSCAPE ISLAND (TYP.)
2F. CONCRETE TRASH COMPACTOR AREA, COMPACTOR
WILL BE PROVIDED AND INSTALLED BY OTHERS.
5C. TRUCK WELL W/SEALS AND INTERNAL SUMP PUMP
(SEE ARCH. PUNS)
6A. RETAINING WALL O TRUCKWELL. (SEE ARCH. PLANS)
7A. SIDEWALK (SEE ARCH. PLANS)
7C. SLOPED PAVING O VESTIBULE (SEE ARCH. PLANS)
7H. PRECAST CONCRETE WHEEL STOP- 6'-0' LONG AT
9'-0' O.C. ANCHOR WITH 24' BARS AT EACH END,INTO
PAVING. SPACE S-9' FROM BUILDING OR EDGE OF
PARKING STALL
SA. VESTIBULE (SEE ARCH. PLANS)
fiC. OVERHEADVESTIBULE WITH BOLLARDS AND SLOPEDPAVEMENT PROTECTIVE
(SEE ARCH. PLANS
FOR EXACT LOCATION AND DIMENSIONS.)
10A, LOADING ZONE (SEE ARCH. PLANS)
12A. 4' TRAFFIC YELLOW LANE STRIPES
(SEE LENGTH INDICATED AT SYMBOL)
12C. 4' REFLECTIVE MITE LANE STRIPES
(SEE LENGTH INDICATED AT SYMBOL)
12F. PEDESTRIAN CROSSING - 4' WIDE PAINTED YELLOW
STRIPES, 2.0' O.C. O 45' (SEE SIZE INDICATED AT
SYMBOL)
13B. LIMITS 6F HEAVY DUTY PAVING
15A. 'STOP' SIGN
16E. PYLON SIGN
16A. EXISTING TO BE REMOVED.
21- TAPER CURB TO MATCH EXISTING CURB.
11
AUG 23 1993
120 1
I
AffPc�e s. 1,44w,
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