HomeMy WebLinkAboutZ-4234-A Map 3„A,
SITE PLAN
SCALE: 1"=20'0"
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EXISTING
"NO RIGHT TURN”
SIGN
EXISTING
PAVEMENT --
MARKINGS
(TYP)
STREET - -z4.0 -
22-o"
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�ExIST
IS'R SIR
—EXIS
PROPOSED CONCRETE —. I
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SYMBOL ON PAVEMENT
.COPE
APPROACH PER CITY SPEC t--�
PROPOSED CROSS -HATCHED
----
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_.EXISTING
ACCESS
CONCRETE
2'R 2 R
Of
WALL
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---_PROPOSED HANDICAPPED
PARKING SIGN ON POLE
FXISTING -
WIDE
SIDEWALK ALONG
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LINE IN R.O.W.
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LEGAL DESCRIPTION
LANDSCAP NO
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LOT 3, EXCEPT THE WEST 8' THEREOF
AND
LOTS 4. 5P & 6
EXISTING
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BLOCK 8. PFEIFER ADDITION AND A
PORTION
OF AN ALLEY
ON TOPEOOF-
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TO BE CLOSED IN BLOCK 8. IN THE
CITY
OF LITTLE ROCK.
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CONCRETE
RETAINING
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PULASKI COUNTY. ARKANSAS
WIRE
SIGNS ARE BY THE GENERAL CONTRACTER.
WALL
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OWNER/OPERATOR.
R¢
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8'
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EXISTING
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CONCRETE
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RETAINING
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MCDONALD ' S
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RESTAURANT
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5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT
PROPOSED
6X18 CONC.
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LOCATIONS SMALL BE DETERMINED TO ALLOW FOR THE MOST
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F. -AG POLE
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ECONOMICAL INSTALLATION.
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SITE PLAN
SCALE: 1"=20'0"
I
EXISTING
"NO RIGHT TURN”
SIGN
EXISTING
PAVEMENT --
MARKINGS
(TYP)
STREET - -z4.0 -
22-o"
PARKING SIGN Wi
�ExIST
IS'R SIR
—EXIS
PROPOSED CONCRETE —. I
SYMBOL ON PAVEMENT
.COPE
APPROACH PER CITY SPEC t--�
PROPOSED CROSS -HATCHED
----
100.00'
_.EXISTING
ACCESS
CONCRETE
2'R 2 R
Of
WALL
---_PROPOSED HANDICAPPED
PARKING SIGN ON POLE
FXISTING -
WIDE
SIDEWALK ALONG
PROP.
LINE IN R.O.W.
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EXISTING
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LANDSCAP NO
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10.0. .p.. -I d'O"-
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2. BASES. ANCHOR BOLTS, COICUIT. AND WIRING FOR ALL OTHER
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PP
P
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WIRE
SIGNS ARE BY THE GENERAL CONTRACTER.
3. 3/4' EMPTY CONDUIT TO LOCATIONNS SHOWN AT THE LOT PERI-
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INB FIXTLIMS. BASES. POLES. CONDUIT. ARD WIRING ARE BY THE
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OWNER/OPERATOR.
R¢
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£
4_Q_
A. GASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR
.b.. _b
1 s.�..
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EXISTING
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MCDONALD ' S
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RESTAURANT
5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT
PROPOSED
6X18 CONC.
�JRB ,f RELOCATED
LOCATIONS SMALL BE DETERMINED TO ALLOW FOR THE MOST
L)
F. -AG POLE
"
-1 log
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ECONOMICAL INSTALLATION.
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\RELOCATE
EXISTING
ROAD SIGN
MARKHAM STREET
ING STOP SIGN
TING TREE
STING
N TOP BOX INLET
PROPOSED
PAVEMENT MR KING
-EXISTING
WOOD FENCE
ON TOP OF
CONCRETE
RETAINING
WALL
--EXISTING LOT
LIGHT (TYP)
LLJ
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CL
RELOCATE
-EXISTING
FLAG POLE
EXISTING
"ENTRY" SIGN
RELOCATE
—ROAD SIC
PROPOSED HANDICAPPED
PARKING SIGN Wi
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-
---APPENDAGE
_PROPOSED HANDICAPPED
--------PROPOSED
_
SYMBOL ON PAVEMENT
Lij
(TYP)
PROPOSED CROSS -HATCHED
----
AREA FOR HANDICAPPED
_.EXISTING
ACCESS
CONCRETE
RETAINING
Of
WALL
---_PROPOSED HANDICAPPED
PARKING SIGN ON POLE
PROPOSED 4'
WIDE
SIDEWALK ALONG
PROP.
LINE IN R.O.W.
RELOCATE
-EXISTING
FLAG POLE
EXISTING
"ENTRY" SIGN
RELOCATE
—ROAD SIC
LL
GENERAL NOTES
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F -A
CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR.
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2. BASES. ANCHOR BOLTS, COICUIT. AND WIRING FOR ALL OTHER
SIGNS ARE BY THE GENERAL CONTRACTER.
3. 3/4' EMPTY CONDUIT TO LOCATIONNS SHOWN AT THE LOT PERI-
METER FOR LOT LIGHTING IS BY THE GENERAL CONTRACTOR. LIGHTT-
INB FIXTLIMS. BASES. POLES. CONDUIT. ARD WIRING ARE BY THE
OWNER/OPERATOR.
A. GASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR
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BOLTS ARE BY THE FLAGPOLE SUPPLIER.
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F -
(L
5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT
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LOCATIONS SMALL BE DETERMINED TO ALLOW FOR THE MOST
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ECONOMICAL INSTALLATION.
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6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY CCWANIES
TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING
UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUBING
DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES. AND
CIRCUITING.
7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK
AND MUST BE VERIFIER BY THE GEAUM CONTRACTOR AT
GROUADBREAK.
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6. FINISH WALK AND CURB ELEVATIONS SHELL BE 6' ABOVE FINISH
PAVEMENT.
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9. ALL LANDSCAPE AREAS 3HWLL BE ROUGH GRADED TO 8" BELOW
TOP OF A11 WALKS AND CURBS. FINISH GRADING. LANDSCAPING.
AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR.
10. LOT LIGHITNG CONCRETE FOOTIND3 TO CONFORM WITH THE SOILS
REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE.
PAVING SPECIFICATION (EXISTING)
(MINIMUM 3" TOTAL COMPACTED ASPHALT THICKNESS)
2" HOT MIX TOPPING ON
4" ASPHALT BASE
ROME: MODMMl.e'S BDINM FMERVU THE RINK TO 11MUM R COWRCTION
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LOT LIGHTING RECOMMENDATION
V V
EXISTING LOT LIGHT ARE 40OW HPS FIXTURES
ON 20' POLES ON 2' HIGH CONC. BASES
FIXTURES ALONG PROPERTY LINES CONTIGUOUS TO
N
RESIDENTIAL PROPERTY AS WELL AS A NORTH
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PROPERTY LINE ALONG "A" STREET SHALL BE
HOODED TO PREVENT NUISANCE TO RESIDENCES
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MOTE: ELECTRICAL CONTRACTOR TO CIRCUIT LAT LIGHTING AS NOTED.
PARKING INFORMATION
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TOTAL
16 SPACES 9' x 18' a 75
SPACES
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25 SPACES 9' x 18' e 60
SPACES X a
41
SPACES x a
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UTILITY INFORMATION
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LU
SIZE TYPE LOCATION
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A
LL
0
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SANITARY SEWER
8" 0 MARKHAM
WATER
8" 30 PSI 9 JACKSON
W
41
Oa
STORM SEWER
7. 5'X 3.7' BOX DRAIN NE PROP CNR
ELECTRIC
120/208 39f OH 0 JACKSON
GAS
2" 1000 BTU 0.3 GRV 0 MARKHAM
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SURVEY INFORMATION
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PREPARED BY: THOMAS ENGINEERING COMPANY
NORTH LITTLE ROCK, ARKANSASw
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DATE: 26 JANUARY 1975
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LEGEND
¢
CD
H
CD
SANITARY SEWER $
OAS G
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WATER W
LOT LIGHT Nm=N LP:30N
O
STORM SEWER ST
EXISTING ELEVATION (76.5)
ELECTRIC E
PROPOSED ELEVATION 77.0
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#
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PLAN SCALE: 1" = 20'
STREET ADDRESS
5000 MARKHAM STREET
CITY STATE
STATUS
DATE
BY
LITTLE ROCK ARKANSAS
PRELIMINARY
COUNTY
PLAN CHECKED
PULASKI
AS -BUILT
12FEB72
GPB
REGIONAL DWG. NO
CORPORATE DWG. NO.
SP- 1
03-0023