date: scale: designed: drawn: checked:...
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6" NCDOT CRUSHED STONE AGGREGATE BASE
COURSE 100% MODIFIED PROCTOR MAXIMUM
DRY UNIT WEIGHT PER AASHTO T-180
COMPACTED SUBGRADE*
100% ASTM D698 TO 12" DEPTH
2" SF9.5A SURFACE COURSE, MIN. ASPHALT
DENSITY REQUIREMENTS IN ACCORDANCE
WITH GEOTECHNICAL REPORT
GROOVED CONTRACTION
1/2" EXPANSION JOINT- MAX. 50' O.C.
& BETWEEN STRUCTURES
JOINT
4"
5'-0"
PLAN VIEW
SECTION VIEW
1/4" PER FT.
3000 PSI
CONCRETE
RAD.
1/8"
EXPANSION JOINT
1/2" JOINT
CONTRACTION JOINT
1/8'' RADIUS, TYP.
DUMMY GROOVE
1/8"
4"
1"
ASPHALT
PAVEMENT
5'
SIDEWALK DETAILSNOT TO SCALE
1'-0
"
2'-0"
0'-5"
1"
1'-6"
1"R
1
2
"R
1
1
4
"R
0'-6
"
0'-5
.5
0"
0'-6
.0
"
NOT TO SCALE
24" CURB AND GUTTER (STD. & SPILL)
0.75" ADDITIONAL
STONE FOR STD. CURB
SPILL CURB STANDARD (STD.) CURB
NOT TO SCALE
LIGHT DUTY PAVEMENT SECTION
5'-0
"
HANDICAP SIGN DETAIL
NOTES:
2.
1.
POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS.
METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL, ASTM A307-90.
5. TOP EDGE TREATMENT FILM SHALL BE 3" WIDE, CLEAR AND TRANSPARENT WITH A
8.
7.
6.
SPACING BETWEEN LINES.
ARROWS SHALL BE 5.625" LONG BY 3.75" HIGH.
CORNER RADIUS OF SIGNS SHALL BE 2.5"
SHALL BE 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5" HEIGHT WITH 3.75"
SIGN LETTERING SHALL BE NPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERS
BY 3M COMPANY.
REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY, MANUFACTURED
TRANSPARENT FILE #639.
SUB-RESISTANT PRESSURE SENSITIVE NON-YELLOWING ADHESIVE, "SKOTCHCAL"
4.
3.
WITH ASTM STD B-209. THICKNESS SHALL BE 0.80 INCHES.
SIGNS SHALL BE CONSTRUCTED OF ALUMINUM, TYPE 6061-T6 AND IN CONFORMANCE
COMPRESSIVE STRENGTH OF 3000 PSI.
CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM
THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER.
9. MOUNT ON BUILDING OR METAL POST AS DIRECTED.
NOT TO SCALE
12"
PARKING
RESERVED
$ 250
MAXIMUM
PENALTY
7'
PAVEMENT/GRASS
$ 250
PENALTY
MAXIMUM
9"
9"
2"
R7-8D
12"x9"
6"
18"
MUTCD
12"x18"
R7-8
R7-8a
9"
VAN
PARKING
RESERVED
ACCESSIBLE
18"
2"
12"x6"
12"
4"
TOP OF PAV'T.
4"
12"
6
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8"
4"
3/4" TO 1" DIA. HOLE
18" #3 REBAR FILL HOLE WITH SLURRY MIX
OF NON-SHRINK GROUT AFTER REBAR
INSTALLATION.
NOTE: REBAR SPACING
AND HOLE SIZES SHALL BE COORDINATED
WITH WHEEL STOP MANUFACTURER.
30" TO FACE OF CURB OR 42" TO FACE OF
BUILDING.
CONCRETE WHEEL STOP DETAILNOT TO SCALE
WHEEL CHAIR RAMP (DROP CURB)
NOT TO SCALE
HANDICAP RAMP
NOT TO SCALE
5'
5'
A
10:1
17'A
5'
SIDEWALK
12:1 MAX.
CURB
PAVEMENT
SECTION A-A
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
Approved Construction Plan
Name Date
Planning
Traffic
Fire
Date:____________ Permit #___________________
Signed: ____________________________________
APPROVED STORMWATER MANAGEMENT PLAN
Public Services Engineering Division
NCDENR PWSS WATER PERMIT #:
WATER CAPACITY:
DWQ SEWER PERMIT #:
SEWER CAPACITY:
SEWER SHED # AND PLANT:
SEWER TO FLOW THROUGH NEI:
__________________________
______________________GPD
__________________________
______________________GPD
__________________________
YES or NO (CIRCLE ONE)
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1'-0
"
2'-6"
0'-6"2'-0"
3"R
1/2"R
3"R
0'-6
"
0'-7
"
6" CABC (MIN. 12" BEYOND BOC)
1/8"R
NOT TO SCALE
30" CURB AND GUTTER (17TH ST)
OHE OHEOHE OHE OHE OHE OHE
OHEOHE
OHE OHEOHE OHE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
N 06°16'33" W 455.05'
N
6
5
°
2
7
'2
7
"
E
3
0
7
.
4
3
'
N
2
4
°
3
2
'3
3
"
W
2
5
.
0
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'
N
6
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2
7
'2
7
"
E
9
0
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8
4
'
S 00°48'22" W
242.44'
S 00°52'22" W
365.88'
S 83°43'27" W
294.94'
CONC.
IRF CMFEXIST. 5-FT SIDEWALK
CMF
CMF
CMF
IRS
MAGNOLIA5
OAK8
OAK16
OAK13
OAK15
CB
RIM=42.93
INV(W)=39.44
INV(N)=38.64
OAK14
OAK10
OAK24
OAK11
OAK12
OAK18
OAK11
OAK18
OAK22
OHE OHE OHE OHE
OHE
OHEOHE
OHEOHE
OHEOHE
OHE
OHE
OHE
OAK8
OAK8
OAK15
OAK20
OAK13
CONC.
OAK12
OAK10
PINE23
OAK14
OAK14
OAK20
OAK15
OAK10
OAK12
OAK10
OAK10
OAK10
OAK11
OAK11
OAK9
PINE12
S. 17TH STREET(66' PUBLIC R/W)
SEA
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RA
ILR
OA
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(R/W
VA
RIE
S)
NEW HANOVER COUNTY
PID: R05415-003-004-000DB 1309, PG 1329
ZONED: O&I-1
VACANT LAND
COLUMBUS PROPERTIES, LLC
PID: R05415-003-032-000DB 3457, PG 0973
ZONED: MF-M
MULTI-FAMILY RESIDENTIAL
LONGLEY SUPPLY CO
PID: R05411-026-003-000DB 0684, PG 0145
ZONED: CS - COMMERCIAL SERVICE
RETAIL BLDG. MATERIALS
SEA
BO
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(50' R/W
)
1
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'
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5
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'
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OAK11
PINE16
OAK9
OAK18
OAK16
OAK9
OAK12
OAK17
OAK9
PINE15
MAGNOLIA9
OAK15
OAK15
OAK11
OAK20
OAK8
OAK14
OAK10
OAK8
OAK12
OAK8
OAK8
PINE15
OAK9
OAK17
OAK10
OAK9
MAGNOLIA5
MAGNOLIA6
OAK9
OAK14
OAK29
OAK23
OAK10
OAK10
PINE12
MAGNOLIA5
OAK8
PINE13
OAK9
OAK20
OAK12
PINE16
OAK10
OAK10
OAK12
OAK10
OAK8
OAK13
OAK11
OAK10
OAK10
OAK10
PINE12
PINE12
OAK8
OAK8
PINE13
MAGNOLIA4
OAK8 OAK8
PINE13
OAK8
OAK10
OAK10
OAK10
OAK14
MAGNOLIA5
OAK8
PINE15
OAK10
OAK8
OAK10
OAK9
OAK9
OAK8
OAK9
OAK8
PINE15
OAK15
OAK14
MAGNOLIA5
PINE13
OAK8
OAK12
OAK10
PINE14
MA
RST
EL
LA
R S
TR
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T(6
6' P
UB
LIC
R/
W)
EXIST. 5-FT SIDEWALK
OHE=58.23
EXISTING BC=43.07
HEIGHT=15.16
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
X
X
X
X
15" RCP @ 0.278%
3'R
25'R
5'R5'R
65'R
100'R
30'R
25'R25'R
25'R
25'R
25'R
15'R
25'R
225'R
WW
FM
FM
FM
FM
FM
FM
35'
10
+0
01
0+
00
WW
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S
S
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S
S
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SS
SS
30' 14.6'16.6'
30'13' 13'
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04/03/2017
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SITE INFORMATION
OWNER INFORMATION: CA NORTH CAROLINA HOLDINGS, INC.
PITTSFORD, NY 14534
PROJECT ADDRESS: 1113 S. 17TH STREET
WILMINGTON, NC 28403
TAX PARCEL IDENTIFICATION #: R05415-003-001-000
RECORDED DEED BOOK: BK 5863 PG 014
CURRENT ZONING: LI - LIGHT INDUSTRIAL
EXISTING USE: UNDEVELOPED
PROPOSED USE: MINI-WAREHOUSING
TOTAL SITE AREA: 3.916 +/- ACRES
FLOOD INFORMATION: THIS PARCEL IS LOCATED IN
FLOOD ZONE X, WHICH IS NOT A SPECIAL
FLOOD HAZARD AREA AS DETERMINED
BY FEMA FLOOD PANEL 3720314800J,
DATED APRIL 3, 2006
CAMA LAND USE CLASSIFICATION: URBAN
DIMENSIONAL REQUIREMENTS
LI - LIGHT INDUSTRIAL
- MINIMUM LOT AREA: 2 ACRE
- MINIMUM LOT WIDTH: N/A
- MAXIMUM LOT COVERAGE: N/A
- MINIMUM FRONT SETBACK: 50'
- MINIMUM REAR SETBACK: 0', 35' WHEN ABUTTING RESIDENTIAL USE
- MINIMUM INTERIOR SIDE SETBACK: 0', 20' WHEN ABUTTING RESIDENTIAL USE
- MINIMUM CORNER LOT SIDE SETBACK: 50'
- MAXIMUM BUILDING HEIGHT: 12'
IMPERVIOUS INFORMATION
EXISTING IMPERVIOUS AREA 0 SF
PROPOSED IMPERVIOUS AREA
TOTAL BUILDING (FOOTPRINT) 76,260 SF
ON-SITE PARKING & DRIVEWAYS 50,550 SF
ON-SITE SIDEWALKS 500 SF
FUTURE BUILDING EXPANSION 0 SF
FUTURE IMPERVIOUS 0 SF
TOTAL PROPOSED IMP. AREA 127,310 SF (2.92 AC)
PROPOSED PERCENT IMPERVIOUS 127,310 / 170,628 = 74.6%
BUILDING INFORMATION
CONSTRUCTION TYPE: TYPE IIB
NUMBER OF PROPOSED BUILDINGS 1
PROPOSED BUILDING SF 76,253 SF
MAX. HEIGHT 12'-0"
LOT COVERAGE 44.8% (PROPOSED)
SITE PARKING
MINIMUM PARKING REQUIRED: 3
(1 PER 400 SF GFA OFFICE)
MAXIMUM PARKING ALLOWABLE: N/A
TOTAL PARKING PROVIDED: 7 SPACES
HANDICAP PARKING REQUIRED: 1 SPACES
HANDICAP PARKING PROVIDED: 2 SPACES
BICYCLE PARKING REQUIRED: N/A
BICYCLE PARKING PROVIDED: N/A
LANDSCAPE CALCULATIONS
SEE SHEET L-1.0 LANDSCAPE PLAN FOR CALCULATIONS.
SECURITY GATE NOTE:
ALL SECURITY GATES SHALL BE SIREN ACTIVATED FOR FIRE DEPARTMENT ACCESS.
LOCATION MAP
SCALE: 1"=500'
SITE
LEGEND:
SPILL GUTTER
PROPOSED HEAVY DUTY ASPHALT
PROPOSED BUILDING
PROPOSED CONCRETE
PROPOSED CHAIN LINK FENCE
PROPOSED TREE LINE
PROPOSED LIGHT POLE
PROPOSED STREETYARD BUFFER
PROPOSED LANDSCAPE ISLAND
PROPOSED FOUNDATION PLANTINGS
PROPOSED TREE PROTECTION FENCE
X X
KEY NOTES:
CONCRETE PAVING:
REFER TO DETAIL C-5.0
LIGHT DUTY ASPHALT PAVING:
REFER TO DETAIL C-5.0
CONCRETE SIDEWALK:
REFER TO DETAIL C-5.0
CONCRETE DOOR LANDING:
NOT APPLICABLE
STEEL BOLLARD:
REFER TO DETAIL C-5.0
HANDICAP PARKING SIGN:
REFER TO DETAIL C-5.0
9HANDICAP PARKING SYMBOL:
REFER TO DETAIL C-5.0
10HANDICAP ACCESS UNLOADING ZONE:
SLOPE 2% MAX. EACH WAY (ADA
COMPLIANT) AND STRIPE AS SHOWN.
11
12
13
CONCRETE BUMPER BLOCK:
8"w x 4"h x 6'-0 LONG CONCRETE. ANCHOR
TO PAVING WITH (2) 1'-6" LONG #4 REBAR.
REFER TO DETAIL C-5.0
14
HANDICAP RAMP:
REFER TO DETAIL C-5.0.
15
16 BICYCLE RACK (5 BIKE MIN. PER RACK):
CONTRACTOR SHALL SUBMIT SHOP DWG. FOR
REVIEW
STRIPING:
PROVIDE 4" WIDE PARKING LOT
STRIPING AS SHOWN. USE HIGHWAY
MARKING PAINT - WHITE (2 COATS).
DETECTIBLE WARNING MAT:
REFER TO DETAIL C-5.0
17
SIGN LOCATION:
SIGN FURNISHED AND INSTALLED BY OWNER.
REFER TO ARCHITECTURAL PLANS FOR LOCATION
18CONCRETE DRIVE APRON:
CITY STD. DRIVEWAY SD 3-03
REFER TO DETAILS C-5.0
22
23
24
DESIGNATED ACCESSIBLE ROUTE:
PROVIDE STRIPING AND SLOPE 5%
MAXIMUM IN DIRECTION OF TRAVEL
WITH 2% MAXIMUM CROSS SLOPE.
19ELECTRONIC SECURITY GATE:
REFER TO DETAIL C-5.1
20
HEAVY DUTY ASPHALT PAVING:
REFER TO DETAIL C-5.0
21
6' CHAINLINK FENCE (BLACK) W/ VISION SLATS:
NOT APPLICABLE
CONCRETE SIDEWALK DETAIL:
6.5" EXPOSED FACE TO ASPHALT
SEE DETAIL C-5.0
1
2A
3
4
5
6
7
8
2B
4' CHAINLINK FENCE (BLACK):
NOT APPLICABLE
NA
D 8
3 (2
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NA
VD
88 V
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TIC
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0 15 30 60 120
SCALE: 1"=30'
GRAPHIC SCALE
STANDARD 24" CURB & GUTTER:
REFER TO DETAIL C-5.0
25
SIGHT DISTANCE TRIANGLE:
CITY OF WILMINGTON 20'X70' SIGHT TRIANGLE
EXISTING DRIVEWAY APRON TO REMAIN:
CITY OF WILMINGTON DRIVEWAY APRON TO
REMAIN
EXISTING DRIVEWAY APRON TO BE DEMOLISHED:
CITY OF WILMINGTON DRIVEWAY APRON TO BE
DEMOLISHED AND NEW CURBING TO MATCH
EXISTING 30" CURB AND GUTTER ALONG 17TH ST.
DIRECTIONAL ARROW STRIPING:
PROVIDE DIRECTION ARROW STRIPING AS SHOWN.
USE HIGHWAY MARKING PAINT - WHITE (2 COATS).
REFER TO DETAIL C-5.0
26
PROPOSED SIGNAGE:
PROPOSED STOP SIGN (R1-1) AND ONE-WAY
SIGN (R6-1R) IN ACCORDANCE WITH MUTCD
STANDARDS
27
PROPOSED SIGNAGE:
PROPOSED NO LEFT TURN SIGN (R3-2) IN
ACCORDANCE WITH MUTCD STANDARDS
GENERAL NOTES:
1. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS-OF-WAY AND FOR DRIVEWAYS ARE TO BE
THERMOPLASTIC AND MEET CITY AND/ OR NCDOT STANDARDS.
2. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET
MUTCD STANDARDS.
3. ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT OF WAY ARE TO BE
MAINTAINED BY THE PROPERTY OWNER IN ACCORDANCE WITH MUTCD STANDARDS.
4. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL
BE WHITE.
5. ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND CURBING WILL BE
REPLACED.
6. THE MINI-WAREHOUSE UNITS SHALL BE USED FOR "DEAD" STORAGE ONLY, NO
COMMERCIAL ENTERPRISE CAN BE CONDUCTED FROM AN INDIVIDUAL UNIT OR UNITS.
7. THERE SHALL BE NO OUTSIDE STORAGE.
8. THERE SHALL BE NO STORAGE OF HAZARDOUS OR FLAMMABLE MATERIALS.
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
Approved Construction Plan
Name Date
Planning
Traffic
Fire
Date:____________ Permit #___________________
Signed: ____________________________________
APPROVED STORMWATER MANAGEMENT PLAN
Public Services Engineering Division
NCDENR PWSS WATER PERMIT #:
WATER CAPACITY:
DWQ SEWER PERMIT #:
SEWER CAPACITY:
SEWER SHED # AND PLANT:
SEWER TO FLOW THROUGH NEI:
__________________________
______________________GPD
__________________________
______________________GPD
__________________________
YES or NO (CIRCLE ONE)
CONTRACTOR SHALL
REMOVE ±63sf OF EX.
CONC. SIDEWALK AS
HATCHED
28
PROPOSED RETAINING WALL:
PROPOSED SEGMENTAL RETAINING WALL
BY OTHERS
SEE UTILITY PLAN
FOR SEWER BORE
AND JACK
AUTOTURN NOTE:
1. AASHTO 2004 (US) S-BUS-40 IS EQUIVALENT WHEEL BASE AS A TYPICAL ENGINE FIRE
TRUCK AND GARBAGE TRUCK WITH ARMS OVER THE CAB.
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SIDEWALK NOTE:
IF SIDEWALK PANELS DO NOT MEET
CITY STD. DRIVEWAY SD 3-03
THEY MUST BE REPLACED.
24