HomeMy WebLinkAboutZ-4234-A Map 5II
LEGAL DESCRIPTION
LOT 3, EXCEPT THE WEST 8' THEREOF AND LOTS 4,5,8 6
BLOCK 8, PFEIFER ADDITION AND A PORTION OF AN ALLEY
TO BE CLOSED IN BLOCK 8. IN THE CITY OF LITTLE ROCK.
PULASKI COUNTY, ARKANSAS
SITE PLAN
SCALE: I"=20'0"
EXISTING
WOOD FENCE
o ON TOP OF
CONCRETE
ro RETAINING
WALL
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EXISTING _— _--
CONCRETE
„A„
STREET
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PRui'OSED CONCRETE
APPROACH PER CITY SPEC
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EXISTING /
HEIGHT DETEQX(OR /
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24'0" _ 22•
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0'
100.00'
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8' uIPF
RETAINING
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WALL
Lid
ENCLOSURE
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fX II SSST'BI/NNGG
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24'0" _ 22•
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100.00'
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8' uIPF
RETAINING
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WALL
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v4-6"
1. MCDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR.
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CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR.
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EXISTING
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RAMP
Z. BASES. ANCHOR BOLTS. COmUIT, AND WIRING FOR ALL OTHER
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EXISTING
MCDONALD ' S
SIGNS ARE BY THE GENERAL CONTRACTER.
24' 4
RESTAURANT
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3. 3/4" EMM CONDUIT TO LOCATIONS SHOWN AT THE LOT PERI-
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METER FOR LOT LIGHTING IS BY THE GENERAL CONTRACTOR. LIGHT-
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ING FIXTURES. BASES. POLES. CONDUIT. AND WIRING ARE BY THE
ISI 6X190_ONC.
OWNER/OPERATOR.
CURB/A RELOCATED
II FLAG POLE
4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR
EXISTING
_
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PAVEMENT
MARKINGS
10• 'o
• (TYP)
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IS'R
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2 RI
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"' 108.00
0-
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EXISTING '
RELOCATE
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"NO RIGHT TURN"
EXISTING
SIGN
ROAD
SIGN
MARKHAM STREET
oll
:XISTING STOP SIGN
EXISTING TREE
EXISTING
/OPEN TOP BOX INLET
PROPOSED
PAVEMENT MARKING
WOOD FENCE
ON TOP OF
CONCRETE
RETAINING
WALL
EXISTING LOT
LIGHT (TYP)
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PP
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PROPOSED HANDICAPPED
PARKING SIGN W/
VAN ACCESSIBLE"
APPENDAGE
_.PROPOSED HANDICAPPED
SYMBOL ON PAVEMENT
(TYP)
— PROPOSED CROSS -HATCHED
AREA FOR HANDICAPPED
ACCESS
uALL
--___PROPOSED HANDICAPPED
PARKING SIGN ON POLE
-� PROPOSED 4' WIDE
SIDEWALK ALONG PROP.
LINE IN R.O.W.
EXISTING
"ENTRY" SIGN
---fit-_
RELOCATE
EXISTING
FLAG POLE
RELOCATED
-ROAD SIGN
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GENERAL NOTES
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1. MCDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR.
0
H
CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR.
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Z. BASES. ANCHOR BOLTS. COmUIT, AND WIRING FOR ALL OTHER
SIGNS ARE BY THE GENERAL CONTRACTER.
3. 3/4" EMM CONDUIT TO LOCATIONS SHOWN AT THE LOT PERI-
METER FOR LOT LIGHTING IS BY THE GENERAL CONTRACTOR. LIGHT-
ING FIXTURES. BASES. POLES. CONDUIT. AND WIRING ARE BY THE
OWNER/OPERATOR.
4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR
Z
BOLTS ARE BY THE FLAGPOLE SUPPLIER.
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S. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT
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LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST
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ECONOMICAL INSTALLATION.
A
S. THE CONTRACTOR STALL COORDINATE WITH ALL UTILITY COPANIES
TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING
UTILITY. REFER TO THE BUILDING ELECTRICAL MID PLUMBING
DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS. SIZES. AND
CIRCUITING.
7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK
AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT
GROUNDBREAIC.
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S. FINISH WALK AND CURB ELEVATIONS SHALL BE G" ABOVE FINISH
PAVEMENT.
9. ALL LANDSCAPE AREAS SHELL BE ROUGH GRADED TO 6' BELOW
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TOP OF ALL WALKS AND CURBS. FINISH GRADING. LANDSCAPING.
AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR.
10. LAT LIGHITNG CONCRETE FOOTINGS TO COWORM WITH THE SOILS
RETORT RECOMMENDATIONS FOR THIS PARTICULAR SITE.
PAVING SPECIFICATION (EXISTING)
(MINIMIM 3" TOTAL COMPACTED ASPHALT THICKNESS)
2" HOT MIX TOPPING ON
4" ASPHALT BASE
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NOTE: AAcDO4R_D'S ENpD®RIVI TIC RIGHT TO WMAMT A COPNRCTION
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TEST F#MIM A CORE SirPLE.. IF Tim" p m :ARRECT. P" move
SrWIFICKTION. TESTS WILL EE AT THE DPQOE OF L
PPPuaaa
MCOM I'S.
0. C. WILL BE cmwn.
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LOT LIGHTING RECOMMENDATION
~
EXISTING LOT LIGHT ARE 40OW HPS FIXTURES
ON 20' POLES ON 2' HIGH CONIC. BASES
FIXTURES ALONG PROPERTY LINES CONTIGUOUS TO
PROPERTY AS WELL AS 0 NORTH
:rRESIDENTIAL
PROPERTY LINE ALONG "A" STREET SHALL BE'
HOODED TO PREVENT NUISANCE TO RESIDENCES
NOTE: ELECTRICAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTED.
PARKING INFORMATION
RLL III
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TOTAL
16 SPACES 9' X 18' • 75
SPACES
25 SPACES 9' x 18' • 60
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SPACES X •
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SPACES
X •
UTILITY INFORMATION
SIZE TYPE LOCATION
TLCL),(�,:
SANITARY SEWER
8" A MARKHAM
WATER
8" 30 PSI 9 JACKSON
W
STORM SEWER
7. 5'X 3.7' BOX DRAIN NE PROP CNR
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ELECTRIC
120/208 39f OH 0 JACKSON
GAS
2" 1000 BTU 0.3 GRV 0 MARKHAM
SURVEY INFORMATION
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PREPARED BY: THOMAS ENGINEERING COMPANYo
NORTH LITTLE ROCK. ARKANSAS
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DATE: 26 JANUARY 1975
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LEGEND
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CD
CD
SANITARY SEWER S
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WATER W
LOT LIGHT LP: 30
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U
STORM SEWER ST
EXISTING ELEVATION (76.5)
ELECTRIC E
PROPOSED ELEVATION 77.0
PLAN SCALE: 1" = 20'
a
STREET ADDRESS3
5000 MARKHAM STREET
CITY STATE
STATUS
DATE
BY
LITTLE ROCK ARKANSAS
PRELIMINARY
COUNTY
PLAN CHECKED
PULASKI
AS -BUILT
12FEB92
t3PB
REGIONAL DWG. NO
CORPORATE DWG. NO.
03-0023
SP- I