HomeMy WebLinkAboutS-1590-B Map 4E —W
E_
FENCE
S 6k
BUFFER
TRASH DUMPSTER
PAD (TYP) 7 /
I
1.
THEDESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL
SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO,
SECRENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS,
V
ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY
8' WOOD PRIVACY FENCE
OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN
"GOOD SIDE" FACING
SHAIL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS
OUTWARD TOWARDS
ONLY.
NEIGHBORING PROPERTY
2.
ALL WORK AND MATERIALS SHALL COMPLY WITH ALL
CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA
STANDARDS.
-
3.
CONRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT
LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING,
25' UNDISTURBED
SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING
BUFFER
DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS.
4.
ALLCURB DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS
OTHERWISE NOTED.
5.
ALLPAVEMENT MARKINGS DIMENSIONS BACK OF CURB UNLESS
OTHERWISE NOTED.
6.
ALLWORK 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
RESRICTIVE.
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,
DRIES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY
AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND
VEHCULAR TRAFFIC TO AND FROM THE SITE.
0
BUI�jNG �•� .� �:
6'" \ SIDEWALK
RAMP (TYP)
8' WOOD PRIVACY FENCE \
"GOOD SIDE" FACING
OUTWARD TOWARDS
NEIGHBORING PROPERTY,
SIDEWALK
HEAVY DUTY ASPHALT 7
REGULAR DUTY ASPHALT
HEAVY DUTY CONCRETE El
BUILDING CONCRETE
SEE ARCH PLANS °
FL 337.19 (48" RCP W)
L _33Z04 (48" RCP E)
HANDICAP
0��• RA
INSTALL (TYP)
INSTALL CROSSWALK,
j Q = EXIST. SS MN #257
STOP BAR AND STOP SIGN TOP RIM=343.09
FL=334.96 (10" PVC E)
CONSTRUCT 4' CONCRETE
TRICKLE CHANNEL \SS\
/,• // INSTALL 5' SIDEWALK
THIS SIDE OF FENCE
EXIST. SS MH #258
TOP RIM=339.77
FL=334.07 (10" PVC W)
TfL=333.97 (10" PVC E)
/
10825 Financial Centre Parkway, Suite 300
Little Rock, Arkansas 72211
Crafton Tull
® engineering 1 surveying
501.664.3245 t 501.664.6704 f
www.craftonfull.com
CERT I FI CATE OF AUTHOR I ZAT ION: `°F""'nn
L„�O A�Tyo�''
`- CRAFTON, TU'_L &
-,_ ASSOCIATES, INC.
o No. 109
' F,pcq _AS ERG RIEEF �•
GRAPHIC SCALE IN FEET
30' 0 30'
WIMBLEDON PHASE 2
13600 WIMBLEDON LOOP
LITTLE ROCK, ARKANSAS 72201
Key Plan
No. Descnpoon Data
1 REV. POND, FENCE, DRIVE 10/12/18
2_ REV. SIDEWALK, ADDED EASEMENT 03/06/19
3 REV. A/C PADS 04/08/19
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.
STATE OF
PRo,ECTNo: 7804801 ARKANSAS
ISSUE DATE: 4/11/18 S 1
CONTACT: J. KELSO
CHECKED BY: REGISTERED
ISSUED FOR PROFESSIONAL
CONSTRUCTION ENGINEER
No.9407 p
2017 Craftnn, Tn I & Associates, Inc. ✓�CpRy J KEGS
SITE PLAN
C-103 R3