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MATCH EXISTING
LANDSCAPE BUFFER
v EXISTING DUMPSTER
EXISTING PARKING TO BE SCREENED
TO REMAIN
(72 SPACES)
I
I
A5Ph.
-PROPOSED
WATERFALL
SIGN
PROPOSED
25'x15'
PAVILION
8'HADE STRUCTURE
AND PROPOSED
BLEACHES
EXISTING BUILDINGS
TO REMAIN
PARKING
EXPANSION
(22 SPACES)
IV
b(ISTING
BATTING CAGES
- TO REMAIN
I
1� PROPOSED
c 25'x
PLAYGROUND PAVI N
BUILDING
ADDITION
355.4 SQ. FT -
I _ � a�n a •
m-
EXISTING
GO-CART TRACK
TO REMAIN
54r�'
EXISTING POOL
// \ TO REMAIN
1/
EXISTING SIGN
ll
TO BE REFURBISHED r �ll
° a n2
D�"lnGo�' t✓r7v
,�rEQs_ ��2°21'•42°E 7��,.��'
111 p,a 8.
W
tires �. NlAl 114 NE/4
n
BUILDING
ADDITION
828.5 SQ. FT.
D1 y
o fJ
r�
REMOVE UNDERBRUSH
AND SMALL TREES 4" DBH
OR LESS
ROPES COURSE
0.48 ACRES
—PROPOSED
SCREENED
DUMPSTER
'WATER
FEATURE
07
EXISTING
DIRT ROAD
18 HOLE
MINIATURE GOLF COURSE
1.04 ACRES
EXISTING SLICK /
COURSE TO BE P
REMOVED
EXISTING POND TO / DETENTION /
BE MODIFIED TO STORAGE
ACCOMMODATE GOLF
COURSE LAYOUT
18 HOLE i
MINIATURE GOLF COURSE
1.28 ACRES f Co
HIGHWAY
BUFFER
FL
ii1 G
N t 0� 1
1�
Arkansas One Call
Know what's below.
Call before you dig.
OWNER:
NATIONAL PROPERTIES HOLDINGS, LLC.
TOTAL AREA:
7.07 ACRES
307969 SF
ZONING:
CUP
PARKING:
72 SPACES EXISTING
22 SPACES PROPOSED
94 SPACES TOTAL
C* GRAPHIC SCALE IN FEET
30' 00'
U
P
SITE NOTES
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL
REGULATIONS AND CODES AND OSHA STANDARDS.
2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSRNIS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,
PRECII�'E__PDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS.
3. ALL DP ^NS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
4. ALL W;, tiALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
5. ALL C, 'DEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR
LOCA--iCTIVE CODES, WHICHEVER IS MORE RESTRICTIVE.
6. CONTE ,: SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO
CONS N START.
7. CONTR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO
EXISTI _ GRADE AND ALIGNMENT.
& CONTRA;' SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC, CLEAR
AND F=.E: -?OM ANY CONSTRUCTION ACTIVITY Al MATERIAL TO ENSURE EASY AND
SAFE PE'E TRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE.
DE PROPERTES, LLC.
CIVIL ENGINEER:
CRAFTON, PULL & ASSOCIATES, INC.
10825 FINANCIAL CENTER PARKWAY, SUITE 300 =BY-
THE
LITTLE ROCK, AR 72211
501.654.3245 FAX: 501.664.6704
�IETLANDS NOTE: AREA OF THIS PROPOSED ADDITION IS NOT LOCATED
ON OR NEAR ANY KNOWN DESIGNATED WETLANDS.
FLOOD STATEMENT:
THERE ARE NO PORTIONS OF THE PROPERTY SHOWN HEREON LYING WITHIN A SPECIAL FLOOD
HAZARD AREA, AS SHOWN ON FLOOD INSURANCE RATE MAP PANEL NO. 050181 0042 F, DATED
OCTOBER 19, 2001.
PER CENTRAL ARKANSAS WATER, STATIC PRESSURE INTENDED TIE LINE IS 107 P.S.I.,
RESIDUAL PRESSURE IS 102 P.S.I. AT TA FIRE FLOW VOLUME OF 1500 G.P.M.
10825 Financial Cenier Parkway, Suite 300
Liitle Rack, Arkansas 72211
C.P Grafton Tull
engineering I surveying
501,664.3245t 501.664.6704 f
www.craftontull.conn
CRAFTON TULL
CELEBRATING
50 YEARS
may:
BIG ROCK
MINIATURE GOLF
LITTLE ROCK, ARKANSAS
Key Plan
I
No. Description Date
This document, and the Ideas and designs incorporated herein,
as an instrument of professional service, Is the property of
Crafton, Tull & Associates, Inc., and is not to be used, in whole
or in part, for any other project, without the written
authorization of Grafton, Tull & Associates, Inc.
�_j RUCTION
PROJECT NO: 13804000 GG RrG
ISSUE DATE: 08/26/13G� THIS F,
CONTACT: B.PETERSON oA DOCUMENT IS s
CHECKED BY Z PRELIMINARY IN
_ NATURE AND IS NOT
PRELIMINARY A FINAL, SIGNED o
PLANS AND SEALED
DOCUMENT -0
O 2013 Crafton, Tull & Associates, Inc.
'° Naltanb1s�