HomeMy WebLinkAboutSite Plan 093020Arkansas Or
Know what's be
Call before
EXISTING TREES
TO REMAIN
MOBILE COMMANI
CENTER TRAILER
PARKING (TYP.)
WHEEL STOP
(DISTANCE TO BE DETERMINED BY
CONTRACTOR BASED ON MEMS
TRAILER DIMENSIONS AS TO NOT
HIT SECURITY BOLLARDS)
TRAILER DOOR SECURITY BOLLARDS. —`-r
CONTRACTOR TO PLACE BOLLARDS J
AS DIRECTED BY OWNER TO LIMIT J
TRAILER DOOR OPENING. J
i
J
J I
1
STRIPED
AREA
(YELLOW)
8' VINYL
COATED CHAIN
LINK FENCE
WITH A BARBED
WIRE TOP
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or
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12, u
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t�SITE NOTES
1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING 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 CURB DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS
OTHERWISE NOTED.
5. ALL PAVEMENT MARKINGS DIMENSIONS BACK OF CURB UNLESS
OTHERWISE NOTED.
6. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT
SPECIFICATIONS.
7. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO
ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE
RESTRICTIVE.
8. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED
PRIOR TO CONSTRUCTION START.
9. CONTRACTOR SHALL MATCH NEW CURB AND GUTTER, CONCRETE, AND
PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT.
10. 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 TO AND FROM THE SITE.
-)
%�LELGEND (EXISTING SYMBOLS)
NEW LIGHT POST `t �O; CURB AND
SYMBOLS LINEWORK ,r r
AND FIXTURE .•, ,
GUTTER ;TYP.) ; ' -°o• LANDSCAPE AREA
1 L I ( o FOUND IRON PIN EASEMENT
STRIPED
F LIGHT POLE --------------------
AREA , 1 POWER POLE CURB
(YELLOW) # �11 it \ \ \ i m TELEPHONE PEDESTAL —
\ INTERMEDIATE CONTOUR
TV / 36IN" OAK O MANHOLE
TAL _ _ _. _ �. .. ._,_
HEAVY DUTY ! �, INDEX CONTOUR
PAVING lJ 1 Q SANITARY SEWER CLEANOUT SS SS
GAS METER SANITARY SEWER LINE
' i I l"° Da GAS VALVE G G
�8 a , GAS LINE
EXISTING TREESTORM SEWER PIPE _
1
JI J j TO REMAIN c DOWN GUY WATER LINE (SPECIFY SIZE & TYPE) W
D4 WATER VALVE / U G T UNDERGROUND TELEPHONE
FIRE HYDRANT ASSEMBLY
4" PAINTED AIR RELEASE VALVE UGE y�—
STRIPES ; I UNDERGROUND ELECTRIC
(WHITE)PAINTED �_ ; CJ J (� FIRE DEPARTMENT CONNECTION 0 H E "(
(TYP) ARROW 6 5� i� r ; = o WATER METER OVERHEAD ELECTRIC I�—
(MITE) 2' CONCRETE - , J ® SPRINKLER HEAD UGTV UGTV
—�_ 28' ,' (TYP.) FLUME �` ' / ® ELECTRIC PEDESTAL UNDERGROUND TELEVISION
_ r
J l 4 OVERHEAD TELEVISION TV OH TV
1e GRATED INLET
I c
� �-=�-�i CHAIN LINK FENCE
DROP INLET
WOOD FENCE
8' VINYL COATED CHAIN LINK X X
-- _ a/ FENCE WITH A BARB R BARBED WIRE FENCE
TREE
� 1 1 r
ED WI E TOP
LOT 8 �, ` ; ,JJJ
u ; J SAWCUT BACK OF EXISTING INLET TO.
Aso. O CONNECT NEW CONCRETE FLUME 12" BELOW
P i_ TREE TO BE REMOVED
HEAVY DUTY ; PERMISSION FROM DISTRICT 6 ENGINEER
TOP RIM ELEVATION. CONTRACTOR TO GET
PAVING / I' BEFORE ANY WORK OCCURS IN THIS AREA.
ry
I
F
XISI, STS INLET
0P RIM=314.34
d-
N
24.5'
PROPERTY
LINE '
r '
r r
r
I
I
8' VINYL
COATED CHAIN
LINK FENCE / 10IN" B
WITH A BARBED,, PEAR
WIRE TOP 6IN„ B-
PEAR X2 �.i'�c.� -4-
`'�. PARCEL 1
� 1
__D PARCEL 2 1 i I j
r '
W) P/ r 1
0 H E 4 H N /'
EXIST. STS INLET
EXISTING GATE ' ;' ;� TOP RIM=314.96
' JJ FL=311.36 (24" RCP N)
' , I J FL=311.26 (24" RCP S)
'
T
8' VINYL COATED
CHAIN LINK FENCE
I I WITH A BARBED
N 1 ii WIRE TOP
1
1 r ,
FIBER OPTIC
RIGHT OF WAY
ROAD CENTERLINE
CO. LEGEND (CONSTRUCT)
FL= 310.94 (24 CMP N) SYMBOLS LINEWORK
FL=310.84 (24" RCP S)
—� NEW LIGHT POST �i� ,� // • SET IRON PIN EASEMENT
AND FIXTURE RSA, ---- / /�/ LIGHT POLE
POWER POLE
\ �,� i ;' /// ■ TELEPHONE PEDESTAL
STRIPED
%� //
0
•Q
N PEDESTAL
MANHOLE
AREA
(YELLOW)
�i
;
//
//
o
SANITARY SEWER CLEANOUT
•
LANDSCAPE AREA
GAS METER
2' CONCRETE FLUME
'
/
►t
GAS VALVE
STORM SEWER PIPE
i� // r//
X-X
STRUCTURE NUMBER
L O
T
7
i �/
N
WATER VALVE
R�jS
�S-
,�� i� �//
-+►�
FIRE HYDRANT ASSEMBLY
mo
AIR RELEASE VALVE
�s._,.
FIRE DEPARTMENT CONNECTION
PAINTED
\�Q
,� ��'�/
/
EXIST. STS
INLET
•
WATER METER
o
'
ARROW
(WHITE)
,
�'
, �/
/,� //
TOP RIM=314.43
FL=310.68
(24' RCP N)
■
BACK FLOW PREVENTER
_ 316
- _" `
(TYP.)
��
(24" RCP SE}
♦
REDUCER
----�
RECTANGULAR DROP INLET,
GRATED INLET OR JUNCTION
BOX (SPECIFY ON PLAN
�
SHEET)
Un-_ rn
>� \\\� \\\CIRCULA�
RNLE �
_O
•
GRATED ORNLETJUNCTION
BOX (SPECIFY ON PLAN
SHEET)
PROPERTY LINE
/
/
�
/
�
v
SAWPCUT BACK OF EXISTING INLET TO
CURB AND
� �
"
CONNECT NEW CONCRETE FLUME 12 BELOW
GUTTER (TYP.) —
, — %
TOP RIM ELEVATION. CONTRACTOR TO GET
_
PERMISSION FROM DISTRICT 6 ENGINEER
= —
— A�
-Yv-----
BEFORE ANY WORK OCCURS IN THIS AREA.
�- OHE
CURB
1206
INTERMEDIATE CONTOUR
1205
INDEX CONTOUR
SANITARY SEWER LINE
GAS LINE
WATER LINE
UNDERGROUND TELEPHONE
UGE
UNDERGROUND ELECTRIC
OVERHEAD ELECTRIC
FIBER OPTIC
UNDERGROUND TELEVISION
OHTV
OVERHEAD TELEVISION
CHAI14 LINK FENCE
WOOD FENCE
x
BARBED WIRE FENCE
BUILDING SET BACK
OHTV
x
x
RIGHT OF WAY — —
PROPERTY LINE
ROAD CENTERLINE
IubzL) rinanc imi �_t Wane ruKwuy,,uiic —
Little Rock, Arkansas 72211
Grafton Tull
P
engineering I surveying
501.664.3245t 501.664.6704f
www.craftontull.com
CERTIFICATE OF AUTHORI7ATION: �0000CI)11
OF AUT �-,
CRAFTON, TULL & —
_ ASSOCIATES, INC.
ce No. 109
NSAS ENA0" R
GRAPHIC SCALE IN FEET
I
10' 0 10'
M EMS
PARKING LOT
LITTLE ROCK ARKANSAS
Key Plan
Description
This document, and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of Crofton, Tull & Associates. Inc., and is not to be
used, in whole or in part, for any other project, without the
written authorization of Crofton, Tull & Associates, Inc.
O�5-�RUCTIOf� ,
PROJECT NO: 20803700 O . • ��L
ISSUE DATE: 9/24/2020 �o� THIS
CONTACT: F. RIGGINS DOCUMENT IS
CHECKED BY z° PRELIMINARY IN
NATURE AND IS NOT
PRELIMINARY A FINAL, SIGNED Z
� O
PLANS AND SEALED
DOCUMENT
O 2020 Crofton, Tull &Associates, Inc. �� o
N or 100'8 l5_
SITE PLAN
C-10