HomeMy WebLinkAboutZ-4234-A Map 8LEGAL DESCRIPTION
LOT 3, EXCEPT THE WEST 8' THERFOF AND LOTS 4,5,& 6
BLOCK 8, PFEIFER ADDITION AND A PORTION OF AN ALLEY
TO BE CLOSED IN BLOCK 8. IN THF CITY OF LITTLE ROCK,
PULASKI COUNTY, ARKANSAS
SITE
SCALE: 1"=20'0"
PLAN
"A" STREET 24'0" z 'O -
EXISTING STOP SIGN
15'R 5'R EXISTING TREE
PROPOSED CONCRETE EXISTING
APPROACH PER CITY SPEC OPEN TOP BOX INLET
100-00,
2 R 2'R / /
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P ''m TRASH -PAVEMENT MA KING
ENCLOSURE `"o xr
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EXISTING
HEIGHT DETE(YfOR /
EXISTING /
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WOOD
WOOD FENCE
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LANDSCAP NO RETAININCONE
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WALL
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G LOT
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EXISTING _
WOOD FENCE �_ _- ,. . 0....
'o ON TOP OF-----
CONCRETE
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CONCRETE 4'0
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WALL p
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GENERAL NOTES
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1. MCDOM*-D'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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2. BASES. ANCHOR BOLTS. CONDUIT. AND WIRING FOR ALL OTHER
SIGNS ARE BY THE GENERAL CONTRACTER.
3. 3/4' EMPTY CODUIT TO LOCATIONS SHOWN AT THE LOT PERI-
METER FOR LOT LIGHTING IS BY THE GENERAL CONTRACTOR. LIGHT-
ING FIXTURES. BASES. POLES. C%WIT. AND WIRING ARE BY THE
OWNER/OPERATOR.
4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR
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BOLTS ARE BY THE FLAGPOLE SUPPLIER.
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S. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT
LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST
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ECONOMICAL INSTALLATION.
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G. THE CONTRACTOR SMALL COORDINATE WITH ALL. UTILITY COMPPANIES
TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING
UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING
DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS. SIZES. AND
CIRCUITING.
7. W1 ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMPW
AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT
GROIADBREAK.
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S. FINISH WALK AND CURB ELEVATIONS SHALL BE G' ABOVE FINISH
PAVEMENT.
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9. ALL LANDSCAPE ARF1N3 SHALL BE ROUGH GRADED TO 6' BELOW
TOP OF ALL WALXS AND CURBS. FINISH GRADING. LANDSCAPING.
AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR.
10. LOT LIGHITNG CONCRETE FOOTINGS 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
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"7rF: 419L rAD'S ENGINEER RESERIM THE RIGHT TO RE:.>S'T A CUM-AMON
TEST
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AMD/OR A CORE SAMM—E. IF TESTS PROVE CLwZE.CT. PER ABWE
?ECIFICRTION. TESTS WILL BE AT THE E "DW OF MfDONPLD'3.
QIH ERWISE. S.C. WILL ME CHARMED.
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LOT LIGHTING RECOMMENDATION
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EXISTING LOT LIGHT ARE 40OW HPS FIXTURES
ON 20' POLES ON 2' HIGH CONC. BASES
FIXTURES ALONG PROPERTY LINES CONTIGUOUS TO
RESIDENTIAL PROPERTY AS WELL AS 0 NORTH
PROPERTY LINE ALONG "A" STREET SHALL BE
HOODED TO PREVENT NUISANCE TO RESIDENCES
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NOTE: ELECTRICAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTED.
PARKING INFORMATIONIL
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TOTAL
16 SPACES 9' x 18' e 75 '
SPACES
25 SPACES 9' x 18' e 60
41
SPACES X .
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13SANITARY
ACES X
UTILITY INFORMATION
SIZE TYPE LOCATION
TLOL,al
SEWER
8"0 MARKHAM
WATER
8" 30 PSI G JACKSON
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¢
STORM SEWER
7. 5'X 3.7' BOX DRAIN NE PROP CNR
A
ELECTRIC
120/208 39f OH 0 JACKSON
KERS
2" 1000 BTU 0.3 GRV ® 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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SANITARY SEWER S
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WATER W
LOT LIGHT IW♦ LP 30
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STORM SEWER ST
EXISTING ELEVATION (76.S)
ELECTRIC E
PROPOSED ELEVATION 77.0
PLAN SCALE: 1" = 20'
a
STREET ADDRESS
5000 MARKHAM STREET
CITY STATE
STATUS
DATE
BY
LITTLE ROCK ARKANSAS
PRELIMINARY
COUNTY
PLAN CHECKED
PULASKI
AS -BUILT
12FEB92 cue
REGIONAL DWG. NO
CORPORATE DWG. NO.
03-0023
SP -1