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266.
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Lot under
trick
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ship
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N 1 6°0155" W 200.33' 1
1
Henderson Additio
74.66'
Depth
7" Conc. Slab
5" Crushed Stone Base
Subgrade Compacted to
95% Modified Proctor
Typical Saw Joint
NTS
7 0. _a
7" Conc. Slab
\� 5" Crushed Stone Base
Subgrade Compacted to
95% Modified Proctor
Typical Parking Curb
NTS
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64.9
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FF 265.5*
Proposed 1 Story
Truck Service Building
SE Corner SW NE
Sec. 18 T-1—N, R-12—W
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N65' 44' 3" E 61 .46'
N 1'52 40" W 6.42' S88'55'30" E 200.0'
�a.
�✓ General Notes:
/ 1. All concrete pavement shall be a six (6) sack mix
Fy=4ksi with no fly ash.
2. Crushed Stone Base Course shall be similiar to AHTD
Class 7 with maximum fines from 3% to 5%.
3. See Sheet C2 for Street Details.
4. Existing House to remain as Nightwatchman quarters.
3/4" Dowel Approved Highway Grade Silicone Sealani
1" Exp. Joint Material
7" Conc. Slab
Ln 5" Crushed Stone Base
1' 1'
Subgrade Compacted to
95% Modified Proctor
Typical Expansion Joint (EJ) _
NTS
4' Min.
7" Conc. Slab
I� CV
LOP
5" Crushed Stone Base
Subgrade Compacted to /r
95% Modified Proctor
Typical Saw Joint
NTS
b
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Vicinity Map
�OGISTERF''•• /0/5S A�s°F=
ARKANSAS
STATE OF
AN�KA 92A$s REGISTERED
':,Po 'si`cfiue 02' PROFESSIONALENGINEER
1�
-�j'/ •�. RICH?`,• �`ROBERT J. RICHARDSON
LAN0 ,, No. 4027 /ICI
,
Block 13, Intercity Addition to the City of Little Rock, Pulaski
County, Arkansas less and except the following: Beginning at the
NE Corner of Block 13, Intercity Addition to the City of Little Rock,
Pulaski County, Arkansas; thence S61'23'25"W 237.55' along the north
R/W line of West 34th Street; thence S37' 17'38" E 268.04'; thence
N65'44'23" E 61 .46' to a point on the east line of said Block 13;
thence N1`52'40"W 301.89' to the Point of Beginning.
Area = 8.57 acres more or less.
1" Exp. Joint Material
Fir! FI. 264.5
Revised 2/24/92
* indicates revisions
QFRSP1.DWG
'repared B,
SITE PLAN
Service Facility
Quality Foods
Robert J. Richardson
Consulting Engineers, Inc.
1717 Rebsamen Park Road
Little Rock, Ar. 72202 (501) 664-0003
1/10/91 Revised 5/22/92
Sheet Cl
Site
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