20140934 Ver 1_Site Plan_20141002

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BY
REVISIONS
HATCH LEGEND
SITE NOTES
1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY REGULATIONS AND CODES AND
O.S.H.A. STANDARDS.
STANDARD
DUTY ASPHALTIC
2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
ADA STRIPINGPROP BUILDING
DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,
CONCRETE
PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
PAVEMENT
3.ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND
WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED.
4.ALL CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'.
5.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
6.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED
HEAVY DUTY
OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.
HEAVY DUTYSTANDARD
ASPHALT
CONCRETECONCRETE
7.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED
(PRIVATE)
ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS,
TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH
GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND
SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
8.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY
BY A LAND SURVEYOR.
9.
NOT APPROVED FOR
10.THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC
PROPOSED
CONSTRUCTION
SPECIFICATIONS".
JACK AND BORE
11.MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS.
12.REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTING ELECTRICAL PLAN.
13.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND
FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS.
14.PARKING GARAGE TO BE DESIGNED BY THE ARCHITECT INCLUDING LIGHTING AND FINAL
LAYOUT.
PAINTING STRIPING LEGEND
SITE LEGEND
SSWL/4" - SINGLE SOLID WHITE LINE / 4" WIDE
6" WIDE FIRE LANE STRIPING PAINTED TRAFFIC RED W/ "NO PARKING FIRE LANE" PAINTED
SSYL/4" - SINGLE SOLID YELLOW LINE / 4" WIDE EACH
A
THE STATE OF NORTH CAROLINA REQUIRES NOTIFICATION
WITH 4" HIGH WHITE LETTERING AT 25' O.C. SEE DETAIL SHEET.
DSYL/4" - DOUBLE SOLID YELLOW LINE / 4" WIDE EACH
BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING
TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE
SSYL/10" - SINGLE SOLID YELLOW LINE / 10" WIDE
B
STATE.
SBWL/4" - SINGLE BROKEN WHITE LINE / 4" WIDE
CALL - 811
PEDESTRIAN CROSSWALK WITH 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION
SBYL/4" - SINGLE BROKEN YELLOW LINE / 4" WIDE
C
OF TRAFFIC AT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS
SSWL/24" - SINGLE SOLID WHITE LINE / 24" WIDE
NOTED OTHERWISE. SEE SITE PLAN FOR DIMENSIONS.
6
.
7
8
'
D
PEDESTRIAN CROSSING SIGN TYPICAL AT PEDESTRIAN CROSSWALKS AS NOTED ON PLANS.
E
"YIELD" PAINTED WHITE ON PAVEMENT TYPICAL. SEE DETAIL SHEET.
PROPOSED WALL. SEE GRADING/DRAINAGE PLAN FOR MORE DETAIL (REFER TO ARCH
F
PLANS FOR HANDRAIL
800 WEST HILL STREET, SUITE 101
EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE, LOCATION FOR STOOPS, STAIRS
G
CHARLOTTE, NC 28208
AND/OR RAMPS THAT MAY BE REQUIRED. RAMP PAVEMENT FLUSH WITH THE TOP OF STOOP.
Phone:[phone]
H
Fax:[phone]
I BohlerEngineering
PROPOSED WETPOND. SEE GRADING/DRAINAGE PLAN FOR MORE DETAIL.
www..com
J
PROPOSED FUEL CANOPY.
K
PROPOSED FUEL TANKS/PAD.
5
7
.
8
'
1
8
'
CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL POWER
2 L
5
'
COMPANY FOR DETAILS.
1
8
'
1
8
'
2
5
ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL SHEET FOR ACCESSIBLE PARKING
'
M
1
8
'
SPACE SIZE, SIGN AND SYMBOL ("VAN"-INDICATES VAN ACCESSIBLE SPACE).
1
8
'
4
3
.
3
4
'
PROPOSED JACK AND BORE. PER NCDOT STDS.
N
O
8'-0" WIDE PEDESTRIAN CROSSWALK. SEE DETAIL SHEET D-3.
P
PROPOSED CART STORAGE AREA
PROPOSED LED SITE LIGHTING.
Q
PROPOSED GRADING EASEMENT
R
SITE ANALYSIS TABLE
S
18" CONCRETE CURB AND GUTTER TYPICAL. SEE DETAIL SHEET. (NOT TO BE USED IN ROW)
T
ARROW PAVEMENT MARKINGS TYPICAL. SEE PLAN FOR TYPE. SEE DETAIL SHEET.
WALMART STORE11,839 S.F.
5
47 SPACES
3 U
.PROPOSED BALE/PALLET/ORGANICS STORAGE AREA
3
3
'
2
5
.0
0
'
TOTAL (PROVIDED/REQUIRED)47 PROVIDED / N.A.
1 V
"NO PARKING FIRE LANE" SIGN. SEE SHEET FS-1 FOR DETAIL.
5
'
7
'
RATIO4.00/1,000 S.F.
W
PROPOSED CURB TAPER. SEE DETAIL SHEET.
CART CORRALS0 CORRALS/0 SPACES
X
PROPOSED FLUSH CURB.
Y
PROPOSED CURB TRANSITION.
Z
"TRUCK ROUTE" SIGN.
a
"STOP" SIGN. SEE DETAIL SHEET.
1
4
.5
'
b
PROPOSED AIR/VACCUUM STATION.
c
PROPOSED 2' WIDE CONCRETE FLUME.
O
H
d
INTERIOR LANDSCAPE ISLAND. SEE DETAIL SHEET.
O
H
e
STOP BAR. SEE DETAIL SHEET.
f
O12" TALL X 8" WIDE VERTICAL CURB.ON 5" SLAB. SEE ARCHITECTURAL PLANS FOR DETAILS.
1
8
H'
g
9PROPOSED LEVEL SPREADER AND VEGETATIVE FILTER.
.5
'
O
h
PROPOSED 30' R/W DEDICATION.
H
i
PROPOSED "DO NOT ENTER" SIGNS.
O
H
j
4
'PROPOSED 6' CHAINLINK FENCE
k
PROPOSED 6' TALL, 6' WIDE CHAINLINK FENCE GATE
O
H
1
0
0
.
6
7
'
O
H
1
0
4
.
6
'
ALERT TO CONTRACTOR:
DRAWN
ALL GENERAL CONTRACTOR WORK TO BE COMPLETED
JRP
(EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE
MILESTONE DATE IN PROJECT DOCUMENTS.
CHECKED
KJC
DATE
02/6/14
SCALE
1"=30'
JOB No.
NCC138117
SHEET
30157.5030
C-3
1"=30'
GENERAL NOTE:
ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW
OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
WORK SCOPE PRIOR TO THE INITIATION
ITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBIL
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
GS AND IN
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWIN
FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES.