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BASE PLATE COVER
4) ANCHOR BOLTS AS
RECOMMENDED BY
j1- MANUFACTURER
CLR
24'0 CONC
ZD
�0 8) #5 VERT.
u#3 TIES AT 12' W/
1` = 2 EXTRA AT TOP.
ANCHOR BOLTS MUST
BE ENCLOSED BY TIES.
LIGHT POLE DETAIL
SP100 1/2.=1'0"
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55
SITE PLAN
1"= 20'
3 CURB SECTION
SP100 i" -1'O"
REQUIRED PARKING: 49jSPACES
PROPOSED PARKING:
REGULAR 4_1_
HANDICAPPED
TOTAL SPACES 4-0�
CONC CURB
)/3'S TOP & BOTTOM
#3 O 12" c/c
VARIES, SEE
GRADING PLAN
ASPHALT PAVINGGONG CtifZ� GUTTER.
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(3
21 Gn
4 CURB SECTION
P100 1/2"=1.0.
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C.tfze,4 GLITye" a ;GtiD
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W/ RIE � h1 Folic Irr
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C— — 1"
n Cur � �cTioN
CONC CAP
/,.-MATERIAL
1/2T EXP JT
"e!
4b -:
6'a STL PIPE FILLED
7? V/3000 PSI CONC
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BOLLARD DETAIL
P100 Yil=1'0
GRAPHIC SCALE
1" 20 w
( IN FEET )
1 inch = 20 tt
CONC SIDEWALK W/
6x6/10110 WWM
K3 ® 12" c/c
2' HOT MIX ASPHALTIC CONCRETE- CONFORM
TO GE)OT ITEM 8Za TYPE 't"
C 4ysBASE MATERIAL- MEET PERFOMNCE
STANDARDS SPECIFIED IN GDGT ITEM 815,
-v GRADE 2 OR BETTER- TYPE-'GA8"
q3'S TOP do BOTTOM
CURB SECTION
LZ
4' CONC SIDEWALK
V/6x6/1010 WWM
datv'r ��- LpJ•tr
AL
1-eolk CUT CyftOJ
PREMOLDED FILLER
CXP JT
r1 SIDEWALK SECTION
P100 1"=1'0"
LEGEND
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GENERAL NOTES
1. THE CONTRACTOR SHALL TAKE WHATEVER STEPS NECESSARY TO
CONTROL EROSION DURING SITEWORK CONSTRUCTION.
2. CONCRETE PAVING SHALL CONSIST OF 6" CONCRETE REINFORCED
WITH 6 X 6, 2.9 X 2.9 WWF. MINIMUM COMPRESSIVE STRENGTH
OF CONCRETE SHALL BE 3,000 PSI. SUBGRADE SHALL CONSIST OF
EXISTING MATERIAL COMPACTED TO A DEPTH OF 12 ALL
SIDEWALKS SHALL BE 4" IN THICKNESS.
3. TOPOGRAPHIC INFORMATION AND EXISTING CONDITIONS TAKEN
FROM SURVEY PREPARED BY MARBURY ENGINNERING COMPANY,
DATED OCT. 25, 1990.
4. COORDINATE ELECTRIC LINE WITH ELECTRIC COMPANY,
CONTRACTOR IS RESPONSIBLE FOR THE CONNECTION.
S. COORDINATE TELEPHONE LINE WITH PHONE COMPANY. CONTRACTOR
IS RESPONSIBLE FOR THE CONNECTION.
J1
VICINITY MAP
(� �+e Out � �o w t�� %� t.A�zr &&Ae,
LADS
A Tennessee General Partnership
COMMERCIAL REAL ESTATE DEVELOPERS
3999- l Lamar Avenue, Memphis, Tennessee 38118
(901)762-5167
Project Title.
McDUFF SUPER CENTER
Little Rock, Arkansas
Drawing Title.
SITE PLAN
Architect: W i l l i e N e A r q As ti A. 1. A.
SOI Nortf University Littk Rock, Arkansas 72205
Seal: Revisions Date: 20 March 1991
Project Number: 2019!
Drawing Number
SP100