HomeMy WebLinkAboutS-0965-B Map 1u
S 840 59' 08" E 45.02'
FND. 1/2n REBAR
S 020 38' 38" W 15.00'
LOT 1
EXISTING FENCE -
TO REMAIN
HC SIGN
(TYP.)
EXISTING LIGHT -�
POLE TO REMAIN CD
0
HC STRIPING
ISLAND
HC PARKING
(TYP.)
LO
u7
CONSTRUCT
CONCRETE
5.5' x 23' WATER LINE
EASEMENT
INTS. # 93-67402
cD; I'STOP'
SIGN
EXISTING PDPEYES
LOCATION
i
PI
L(
s
E
VICINITY MAP
EXIST. STS INLET
TOP RIM=283.90
FL=0.00 0
FL=0.00 0
FL=0.00 0
FL=0.00 0
N 010 57'/09" E 15.0
,
CONSTRUCT AHTD DR-1 STOP'
CONCRETE APRON SIGN
MATCH
FND. 1 /2" REBAR EXISTING ASPHALT
/ \ SET 1/2" \-N 870 48' 32" E 41.43'
j SET 1/2" Ir-
-------------------
REBAR
I I
L UTILITY EASEMENT
---- 25' BLDG. SETBACK
- r -----'
NEW CURBCONSTRUCT
GUTTER
CONCRETE
SIDEWALK
1
to
O
t�
4e
SIDEWALK RAMP
W/TACTILE PANEL
1
r L
00
33'
'POPEYES'
W BUILDIN
3,200 S.F.
43.89'
EXIST. STS INLET
TOP RI14=286.11
FL=283.61 (15" RCP SW)
T
NEW LOT 2R
0.99 ACRES
CROSSWALK
MATCH EXISTING
ASPHALT
40' ACCESS EA EMENT
PB D PAGE 61 SIDEWALK RAMP
W/TACTILE PANEL
-----------I-------- ---- MATCHEXISTING 1 �/-
CURB AND GUTTER ----- i
EXIST. STS INLET
TOP RIM=286.08
FFL
282.33 (8" PVC SW)
=281.53 (18° RCP E)
l�SITE NOTES
1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAININC WALL SHOWN OR
REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS
GRAVITY WALLS, GABION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT,
SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL
BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY.
2. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL
REGULATIONS AND CODES AND OSHA STANDARDS.
3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,
PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS.
4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
5. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
6. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR
LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE.
7. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO
CONSTRUCTION START.
8. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO
EXISTING IN GRADE AND ALIGNMENT.
S. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR
AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND
SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TICAND FROM THE SITE.
EXIST. SS MH #714
TOP RIM=285.93
FL=278.98 (6" PVC S)
FL=278.43 (6" PVC N)
TOP RIM=285.92
FL=282.02 (6" PVC S)
FL=282.02 (6" PVC E) rt
FL=281.92 (6" PVC N)
F-MATCH EXISTING
BASELINE ROAD
ROW VARIES
1 STORY
BRICK
BLDG.
860 55' 00" E 48.45'
MABELVALE PLAZA DRIVE
EXIST. SS MH #712 ":EIST. STS INLET
TOP RIM 5 (4" 0 P RIM=286.22LEGEND(EXISTINGSYMBOLS) FL=282.55 (4" PVC E) =280.62 (18" RCP W)
FL-282.45 (6" PVC N) -280.52 (24" RCP E)
S LIdF�BS 1-r --------------
---------------
o FOUR ]RON PIN IF NT ---
T',F LIGHT POLE
$ POWER POLE Clue
m TELEPHONE PEDESTAL - _ D _. _..
Sl TV PEDESTAL INTERI... CONTOUR
O MANHOLE INDEX X CONTOUR
o SANITARY SEWER CLEil-.-
IAS GAS METER SANITARY SEWER LINE
GAS VALVE GAS LANE•-
STaNM SEWER PIPE •-• Arkansas One Call
c DOWN GUY WATER LINE (SPECIFY SIZE III TYPE)
IXl WATER VALVE
3R:.'' --EPHOME
FIFE HYDRANT AS4TNBLY I
C& AIR RELEASE VALVE J1,_-;Rig-:CTRIC
A FIRE DEPARTMENT CONNECTION
0 WATER METER OVfRfAD ELECTRIC
18 SPRINKLER HEAD
c ELECTRIC PEDESTAL IANDfAGR0UNDTELE
MON V
OVERHEAD TELEVISION
GRATED INLET
CHAIN LIIK FENCE
C DROP INLET ,....
WOW FENCE Know what's below.
BARBED WIRE FENCE _..
TREE Call before you dig.
FIBER OPTIC -
• RIGHT OF WAY
TREE TO BE REMOVED
ROAD CENTERLINE
GRAPHIC SCALE IN FEET
20' 0 20'
570 00' 58" E 31.67'
SET 1 /2"
REBAR
o ACCESS EASEM N
FB D Pi 6 7
All
FND. 1 /2"
nrn a r
OT 1
STANDARD PARKING SPACES
32
HANDICAP PARKING SPACES
2
TOTAL PARKING SPACES
34
ceLEGEND (CONSTRUCT)
•
S
SET IRON PIN
UNEWORK
--------------------------
EASEMENT
UGFT POLE
POWR POLE
CURB
Of
TELEPHONE PEDESTAL
1205-
O
N IEDESTAL
INTERMEDIATE CONTOUR
MAN 0LE
205
INDIX CONTOUR
•
SANITARY SEWER CIEANOUT
•
GAS METER
SANITARY SEWER LINE
N
GAS VALVE
0
$MIN SEWER PIPE
GAS LINE
STRICTURE NUMBER
WATER LINE
N
WATER VALVE
FIRE HYDRANT ASSEMBLY
UNDERGROUND TELEPHONE
OBI
AIR RELEASE VALVE
11-1
.Ti.
FIRE DEPARTMENT CONNECTION
UNDERGROUND ELECTRIC
•
WATER METER
OVERHEAD ELECTRIC
■
BACK FLOW PREVflITERREDICIER
FIBER OPTIC
RECA NGUIM DROP INLET,
a
GRAIED INLET OR JUNCTION
UNDERGROUND TELEVISION
BOXEPECIFY ON PLAN
SHEETI
--------" %n"---son-
OVERHEAD TELEVISION
CIROJLAR DROP MET,
O
GRAIED INLET OR JUNCTION
CHAIN LINK FENCE
BOXISPECIFY CN PLAN
SHEEi)
WOOD FENCE
BARBED WIRE FENCE
BUILDING SET BACK
RIGHT OF WAY
PROPERTY LINE
ROAD CENTERLINE
10825 Financial Centre Parkway, Suite 300
Little Rock, Arkansas 72211
Crafton Tull
® engineering I surveying
501.664.3245 t 501.664.6704 f
www.craftontull.com
CERTIFICATE OF AUTHORIZATION: n"'""„ . OP� ,,,0 F q (,Ty0 ,
CRAFTON, TULL &
�.. ASSOCIATES, INC.
No.109
`a0
qRK Ea
ANS AS I E0,
PDPEYES - BASELINE
LITTLE ROCK, ARKANSAS
Key Plan
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 Crafton, Tull & Associates, Inc.
Mgt RUCTION
PROJECT NO: 16802200 °° . , R�`
ISSUE DATE: O5/23/16 4a THIS F�
IGGINS � DOCUMENT IS
CONTACT: Hto
CHECKED BY: = PRELIMINARYIN
NATURE AND IS NOT
PRELIMINARY N A FINAL, SIGNED o
PLANS AND SEALED
�'�% DOCUMENT
0 2016 Crafton, Tull & Associates, Inc.
' rvollorlaLs�
SITE PLAN NUN 15 2016
C-101