HomeMy WebLinkAboutNCDOT Preliminary TRC Comments
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.R. “JOEY” HOPKINS
GOVERNOR SECRETARY
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DISTRICT 3 ENGINEER’S OFFICE
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
04-11-03 COURIER
Telephone: 910-398-9100
Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
Memorandum
To: New Hanover County Technical Review Committee
Date: June 5, 2024
Subject: Sheetz Shade Tree Lane – 4915 Carolina Beach Road
________________________________________________________________________
These are preliminary comments and are based on the plans as submitted for the proposed
site. They are subject to further review upon receipt of any additional information.
Subsequently, additional comments and/or requirements may be necessary for this site.
General Comments:
NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT
Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx
NCDOT Driveway Permit:
An NCDOT Driveway permit has been submitted to NCDOT for review.
x Permit # D033-065-24-00079.
Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway
Access to North Carolina Highways to include access locations within 500’ of the
proposed access on both sides of the State Road. Submit to the local NCDOT District
Engineer’s Office.
x Refer to the NCDOT checklist (included) for required documents and site plan
information.
NCDOT Encroachment Agreement:
An NCDOT Encroachment Agreement is required for any utility connections or
installations within the NCDOT right-of-way (form 16.6).
x No private utilities are allowed to run parallel in the NCDOT right-of-way.
An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths
installed within the NCDOT right-of-way (form 16.6).
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DISTRICT 3 ENGINEER’S OFFICE
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
04-11-03 COURIER
Telephone: 910-398-9100
Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
Required Roadway Improvements:
Roadway improvements are required per the approved TIA (included):
x The required roadway improvements can be incorporated into the driveway
permit and will not require a separate encroachment agreement.
Refer to the NCDOT Roadway Design Manual for help with the design of any required
roadway improvements.
x Figure 8-10 Recommended Treatment for Turn Lanes (Included).
Site Plan Comments:
Hydraulic calculations and associated plan sheets will need to be submitted for the site.
x This will be reviewed by the NCDOT Hydraulics Unit.
Include/update the NCDOT Standard Drawings (2024) that are applicable to the
development.
x Sheet C7.4
The proposed driveways need to be designed accordingly to allow for the ingress and
egress without any conflicts.
The proposed pavement design and the limits of the final layer of asphalt will be
reviewed during the driveway permit review.
Sight Triangles and Sight Distance:
x Show and label the 10’ X 70’ NCDOT sight triangles.
o No obstructions shall be placed within the NCDOT sight triangles.
x Show and label the stopping sight distance.
o No obstructions shall be placed within the stopping sight distance.
o Reference table 3-1 below for design requirements.
Label the internal protection stem length for the proposed driveway connection.
x Measured from the right-of-way line.
x These will need to meet the minimum requirements of the approved TIA.
You can coordinate with the district office with any questions 910-398-9100.
Mailing Address:
NCDEPARTMENTOFTRANSPORTATION
DISTRICT 3 ENGINEER’S OFFICE
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
04-11-03COURIER
Telephone:910-398-9100
CustomerService:1-877-368-4968
Website:ncdot.gov
Location:
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
March 13, 2024
Mr. Jeff Hochanadel, PE, PTOE
Timmons Group
5410 Trinity Road, Suite 102
Raleigh, NC 27607
RE: Approval with conditions for the Traffic Impact Analysis (TIA) associated with the Sheetz (Shade Tree)
commercial development in New Hanover County, NC
Dear Mr. Hochanadel,
The WMPO, NCDOT and New Hanover County staffs have reviewed the Sheetz (Shade Tree)TIA (sealed
January 23, 2024) and based on the information provided and conversations held to date, it is our
understanding that the proposed development will be built in 2025 and consist of the following:
ITE Land Use Code 945 – 6,139 SF of Convenience Store/Gas Station with 12 vehicle fueling positions
The following improvements are required of this development:
US 421 (Carolina Beach Rd) and SR 1262 (Horn Rd) (Left-in/Right-in/Right-out intersection)
o No improvements are required.
US 421 (Carolina Beach Rd) and SR 1197 (Silver Lake Rd)/SR 2361 (Shade Tree Lane)(Signalized
intersection)
o Extend the southbound left turn lane on US 421 (Carolina Beach Road) to provide 300 feet of storage,
appropriate full-width deceleration, and taper.
o Extend the northbound left turn lane on US 421 (Carolina Beach Road) to extend the full width storage
by 100 feet. The existing 200-foot taper may be reduced to 100 feet in length to accommodate this
improvement.
US 421 (Carolina Beach Rd) and Site Access 1 (Right-in/Right-out intersection)
o Construct a northbound right turn lane on US 421 (Carolina Beach Road) with 175 feet of storage,
appropriate full width deceleration and taper.
o Construct site access (westbound approach) with an internal protected stem of 100 feet, measured
from the right-of-way line and configured as right-in/right-out operation.
o Provide stop controls for westbound approach.
NCDOT/WMPO Required Improvements Figure
Sheetz - Shade Tree
Legend
Black - Existing Infrastructure
Blue -Full build Improvements
-Stop Control
-Signal
- Right-in/Right-out
Extend the northbound left turn lane on US 421
(Carolina Beach Road) to extend the full width storage
by 100 feet. The existing 200-foot taper may be
reduced to 100 feet in length to accommodate this
US
4
2
1
Site Access 1
Si
t
e
A
c
c
e
s
s
2
Secure Self Storage
Driveway
Horn Road
US
4
2
1
30
0
'
s
t
o
r
a
g
e
,
de
c
e
l
e
r
a
t
i
o
n
a
n
d
50
'
I
P
S
100' IPS
17
5
'
20
0
'
s
t
o
r
a
g
e
,
10
0
'
t
a
p
e
r
Attachment
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
an
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
0
.
0
-
C
O
V
R
.
d
w
g
|
P
l
o
t
t
e
d
o
n
5
/
1
5
/
2
0
2
4
4
:
3
4
P
M
|
b
y
J
a
c
o
b
F
r
e
n
c
h
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
05/15/2024
C0.0
CO
V
E
R
S
H
E
E
T
332
P. BARBEAU
P. BARBEAU
NA
D
8
3
VICINITY MAP
NTS
CIVIL ENGINEER:
TIMMONS GROUP
5410 TRINITY ROAD
SUITE 102
RALEIGH, NC 27607
PROJECT MANAGER:
PATRICK BARBEAU, PE
PATRICK.BARBEAU@TIMMONS.COM
PH: (919) 866-4512
ENGINEER OF RECORD:
PATRICK BARBEAU, P.E.
PATRICK.BARBEAU@TIMMONS.COM
PH: (919) 866-4512
WILMINGTON, NORTH CAROLINA 28412
NEW HANOVER COUNTY
DEVELOPER:
BRIAN DOWNS
ENTITLEMENT MANAGER
5700 SIXTH AVENUE
ALTOONA, PA 16602
PH: (919) 264-8593
BDOWNS@SHEETZ.COM
POINT CLAN 1, LLC
4915 CAROLINA BEACH ROAD
WILMINGTON, NC 28409
SITE PLAN REVIEW
OWNER:SURVEYOR:
CONVENIENCE ARCHITECTURE
AND DESIGN P.C.
351 SHEETZ WAY
CLAYSBURG PA 16625
PH: (814) 239-6013
TCOLUMBU@SHEETZ.COM
ARCHITECT:
SITE PLAN SUMMARY
PROJECT: SHEETZ - SHADE TREE LANE
OWNERS:
POINT CLAN 1 LLC;
4915 CAROLINA BEACH ROAD
WILMINGTON, NC 28409
PROJECT ADDRESS: 4915 CAROLINA BEACH ROAD
PID #:R07100-003-024-000
DEED: DB 3687 PG 680
ZONING: B2 - BUSINESS DISTRICT
EXISTING USE: LANDSCAPE NURSERY
PROPOSED USE:CONVENIENCE STORE WITH GAS SALES AND RESTAURANT WITH
SEATING AND DRIVE THRU
FLOOD ZONE:NOT LOCATED IN FLOOD HAZARDS AREA PER FEMA MAP
#3720313400K (EFFECTIVE 08/28/2018)
TOTAL EXISTING TRACT
AREA:4.40 AC
PROPOSED TRACT
AREA:
PARCEL #1 (SHEETZ): 2.76 AC POST-ROW DEDICATION
PARCEL #2: 1.55 AC POST-ROW DEDICATION
DISTURBED AREA:
3.9 AC TOTAL
ON-SITE: 2.95 AC
OFF-SITE WITHIN PUBLIC ROW: 0.95 AC
EXISTING IMPERVIOUS
SURFACE AREA:25,526 SF
PROPOSED
IMPERVIOUS SURFACE
AREA:
87,676 SF (62%) - INCLUDES 0.1 AC (4,356 SF) FUTURE IMPERVIOUS
TYPE OF BUILDING
CONSTRUCTION:V-B (NON-SPRINKLERED)
TYPE OF CANOPY
CONSTRUCTION:II-B
VEHICLE PARKING
SUMMARY: REQUIRED
RESTAURANT: 6 SPACES PER 1000 SQUARE FEET OF GFA =
2,363 SF / 1000 * 6 = 14 SPACES REQUIRED
RETAIL: 2.5 SPACES PER 100 SQUARE FEET OF GFA =
4,151 SF / 1000 * 2.5 = 10 SPACES PROVIDED
TOTAL: 24 SPACES
VEHICLE PARKING
SUMMARY: PROVIDED
44 SPACES ON-SITE, ADA: 2 REQ'D; 2 PROV'D W/ 1 VAN ACCESSIBLE
1 LOADING SPACE
SHEETZ - SHADE TREE LANE
SITE
C
A
R
O
L
I
N
A
B
E
A
C
H
R
D
TIMMONS GROUP
MARTIN WEBB, PLS
610 E MOREHEAD STREET
SUITE 250
CHARLOTTE, NC
PH: (919) 866-4952
MARTIN.WEBB@TIMMONS.COM
GENERAL NOTE
ALL CONTRACTORS SHALL VISIT THE PROJECT TO FAMILIARIZE THEMSELVES WITH SITE
CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION. BY SUBMITTING A BID, THE CONTRACTOR
AND HIS SUBCONTRACTORS ARE CONFIRMING THAT THEY HAVE VISITED THE SITE AND HAVE
INCLUDED IN THEIR BID ANY ADDITIONAL ITEMS OF CONSTRUCTION THAT MAY BE REQUIRED
DUE TO EXISTING SITE CONDITIONS.
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.002
SHAD
E
T
R
E
E
L
A
N
E
S
P
L
I
T
R
A
I
L
D
R
SILV
E
R
L
A
K
E
R
D
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER SHEET
C1.0 EXISTING CONDITIONS PLAN
C1.1 EXISTING CONDITIONS PLAN
C1.2 TREE CLEARING PLAN
C1.3 TREE CLEARING PLAN
C1.4 DEMOLITION PLAN
C1.5 DEMOLITION PLAN
C2.0 SITE PLAN
C2.1 TURN LANE PLAN
C2.2 TURN LANE PLAN
C2.3 VEHICULAR CIRCULATION PLAN
C2.4 VEHICULAR CIRCULATION PLAN
C3.0 GRADING AND DRAINAGE PLAN
C3.1 SCM DETAILS
C3.2 SCM DETAILS
C4.0 EROSION CONTROL PLAN - PHASE I
C4.1 EROSION CONTROL PLAN - PHASE I
C4.2 EROSION CONTROL PLAN - PHASE II
C4.3 EROSION CONTROL PLAN - PHASE II
C4.4 NPDES PLAN
C4.5 NPDES AND NCG01 SPECIFICATIONS
C5.0 UTILITY PLAN
C5.1 UTILITY PLAN
C5.2 LIGHTING PLAN
C6.0 LANDSCAPE PLAN
C6.1 LANDSCAPE DETAILS
C7.0 NOTES AND DETAILS
C7.1 NOTES AND DETAILS
C7.2 NOTES AND DETAILS
C7.3 NOTES AND DETAILS
C7.4 NOTES AND DETAILS
C7.5 NOTES AND DETAILS
C7.6 NOTES AND DETAILS
C7.7 NOTES AND DETAILS
C7.8 NOTES AND DETAILS
C7.9 NOTES AND DETAILS
C7.10 NOTES AND DETAILS
C7.11 NOTES AND DETAILS
A1.0 EXTERIOR ELEVATIONS
A1.1 EXTERIOR ELEVATIONS
A1.2 FUEL CANOPY DETAILS
PS1.0 PRIVATE LIFT STATION SITE LAYOUT
PS1.1 PRIVATE LIFT STATION FORCE MAIN PLAN AND PROFILE
PS1.2 PRIVATE LIFT STATION DETAILS
PS1.3 PRIVATE LIFT STATION DETAILS
MUNICIPAL CONTACT LIST
GAS
PIEDMONT NATURAL GAS
1321 SOUTH 10TH STREET, WILMINGTON, NC 28401
PHONE: 910-251-2814
JARRED GARRISON
JARRED.GARRISON@DUKE-ENERGY.COM
NEW HANOVER COUNTY ENGINEERING
230 GOVERNMENT CENTER DRIVE, SUITE 160
WILMINGTON, NC 28403
PHONE: 910-798-7117
TIM LOWE, PE
TLOWE@NHCGOV.COM
NEW HANOVER ZONING
NEW HANOVER COUNTY ZONING
230 GOVERNMENT CENTER DRIVE, SUITE 110
WILMINGTON, NC 28403
PHONE: 910-798-7450
ZACHARY DICKERSON
ZDICKERSON@NHCGOV.COM
WATER AND SEWER
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
PHONE: 910-332-6673
JEFF THEBERGE, PE
BUILDING CODE OFFICIAL
NEW HANOVER COUNTY BUILDING INSPECTIONS
230 GOVERNMENT CENTER DRIVE, SUITE 170
WILMINGTON, NC 28403
PHONE: 910-798-7308
ELECTRIC
DUKE ENERGY
5700 HOLLY SHELTER ROAD
CASTLE HAYNE, NC 28429
PHONE: 910-386-3232
AMY NEELEY
AMY.NEELEY@DUKE-ENERGY.COM
TELEPHONE/CABLE
SPECTRUM
2321 SCIENTIFIC PARK DRIVE
WILMINGTON, NC 28405
PHONE: 980-508-0794
ZACHARY WAHL
ZACHARY.WAHL@CHARTER.NET
DEPARTMENT OF PLANNING
NEW HANOVER COUNTY PLANNING
230 GOVERNMENT CENTER DRIVE, SUITE 110
WILMINGTON, NC 28403
PHONE: 910-798-7450
ZACHARY DICKERSON
ZDICKERSON@NHCGOV.COM
NCDOT
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
PHONE: 910-398-9100
BEN HUGHES, PE
BTHUGHES@NCDOT.GOV
TC
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OH
P
OH
P
OH
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
VA
N
ST
O
P
STANDARD
UST FIELD
NEW SHEETZ STORE
6139 SQ. FT.
FFE: 22.50'
25' FRONT BUILDING SETBACK
AND STREETCAPE BUFFER
25' SIDE STREET
BUILDING SETBACK
20' REAR BUILDING SETBACK
10' REAR LANDSCAPE BUFFER
10' SIDE LANDSCAPE BUFFER
32'
10'
65'27'
5'
32'
26'
60'
47.1'
60'
35'
48'
20'
30'
8'
10'
12'
±7.27' ANTICIPATED
RIGHT-OF-WAY DEDICATION
3,764 SQFT
100'
58'
14'
19'
14'
R25'R25'
R25'
R8'
R3'
R39'
R3'
R8'
R39'
R2'
R2'
R20'
R3'R3'R10'
R5'
R20'
R3'
R3'
R15'
R15'
R50'
R5'
R15'R15'
R25'
R40'
R4'R15'
R50'R50'
R25'
ZS01
ZS02
ZS03
ZS04
ZS05
ZS06
ZS13
ZS13
ZS18
ZS19
ZS20
ZS21ZS22
ZS24
ZS25
ZS26
ZS29
ZS30
ZS33
ZS34
ZS35
ZS36
ZS37
ZS37
ZS42
ZS46
R3'
ZS48
ZS51
ZS52
ZS54
R3'
ZS55 ZS56ZS56
R3'R3'
ZS57
ZS57
ZS59 ZS60
ZS62
ZS62
ZS67
ZS68
ZS69
ZS705'
ZS71
R3'
12.5' SECONDARY
STREETYARD
BUFFER
149.58'
12.33'
S01
S02
S02
S02
S03
S04
S04
S05
S06
S07
S07
S07
S08
82'
6.16'
28'
S09
R25'
175' FULL STORAGE 100' TAPER
2' PAVED SHOULDER
S10
300' FULL STORAGE150' TAPER S04
S11
S12
12'
N5
0
°
1
1
'
2
0
"
E
20
8
.
3
6
'
S39°34'02"E 185.69'S39°34'02"E 329.71'
7.91'
10'
20'
10'
5'
20'
6.5'
10'
8'
20'
10'
8'
20'
20'
30'
S13
ZS62
43.54'
S14
S15
S15
S15
S15
S16
S16
2' PAVED SHOULDER
ZS60
ZS60
ZS60
PARCEL 1PARCEL 2
20'
25'S16
S87
°
2
1
'
0
9
"
E
229
.
6
7
'
SITE LAYOUT KEYNOTES
NUMBER DESCRIPTION
ZS01 C-STORE BUILDING; REFER TO ARCHITECTURAL AND MEP
PLANS.
ZS02 TRASH ENCLOSURE AND BOLLARDS; REFER TO SHEETZ
TRASH ENCLOSURE DETAIL.
ZS03 GAS CANOPY; REFER TO CANOPY PLANS BY OTHERS.
ZS04 DISPENSER AND ISLAND; REFER TO UNDERGROUND STORAGE
TANK SYSTEM PLANS.
ZS05 UNDERGROUND STORAGE TANKS AND PAD; REFER TO
UNDERGROUND STORAGE TANK SYSTEM PLANS.
ZS06
UNDERGROUND STORAGE TANKS VENT STACK; REFER TO
SHEETZ DETAIL 35 UNDERGROUND STORAGE TANK SYSTEM
PLANS BY OTHERS.
ZS13 MONUMENT SIGN. VERIFY EXACT LOCATION AND LOCATION
BEFORE ROUGH-IN. PERMITTED BY OTHERS.
ZS18 BRICK PAVER SIDEWALK; REFER TO A100 OF ARCHITECTURAL
PLANS.
ZS19 ROOF ACCESS LADDER AND CLEARANCE AREA; REFER TO
ARCHITECTURAL PLANS.
ZS20 PROPANE LOCKERS, BOLLARDS, AND CONCRETE PAD; REFER
TO SHEETZ DETAIL 18 OR 19 AND ARCHITECTURAL PLANS.
ZS21 ICE MERCHANDISER (TYP.).
ZS22 AUTOMOTIVE RETAIL SALES DISPLAY.
ZS24 PUSHPLATE BOLLARD; REFER TO A100 OF ARCHITECTURAL
PLANS.
ZS25 FENCE @ SEATING AREA (TYP.); REFER TO A100 OF
ARCHITECTURAL PLANS.
ZS26
OUTDOOR SEATING AREA AND TABLES; REFER TO REFER TO
ARCHITECTURAL PLANS. OUTDOOR SEATING MUST NOT
PROHIBIT ADA ACCESS.
ZS29 24" WIDE CONCRETE BAND "ZERO REVEAL" FLUSH CURB;
REFER TO ARCHITECTURAL PLANS.
ZS30 24" CURB & GUTTER; REFER TO SHEETZ DETAIL 15.
ZS33 STOREFRONT BUMPER POST, REFER TO SHEETZ DETAIL 01
(TYP.). PLACE ACCORDING TO SHEETZ DETAIL 07 AND/OR 08.
ZS34
6" OR 8" BOLLARD(S); REFER TO SHEETZ DETAIL 17 AND
UNDERGROUND STORAGE TANK SYSTEM PLANS FOR SIZE,
LOCATION, AND COUNT (TYP.).
ZS35 FLAGPOLE AND FLAGPOLE FOUNDATION; REFER TO SHEETZ
DETAILS 11 AND 12.
ZS36 FLAGPOLE LIGHT AND LIGHT FOUNDATION; REFER TO SHEETZ
DETAILS 13 AND 14.
ZS37 AIR MACHINE PAD AND BUMPER POSTS; REFER TO SHEETZ
DETAIL 05.
ZS41
EMERGENCY SHUT-OFF SWITCH, REFER TO ELECTRICAL,
UNDERGROUND STORAGE TANK SYSTEM PLANS, AND SHEETZ
DETAIL 29.
ZS42
ELECTRIC TRANSFORMER PAD; GC TO COORDINATE
LOCATION WITH LOCAL PROVIDER. LOCAL PROVIDER CAN
SUPERSEDE THE PROPOSED TRANSFORMER PAD LOCATION.
ZS43
24" DIA. LIGHT POLE BASE (TYPICAL - PER LIGHTING PLAN);
REFER TO SHEETZ DETAIL 33 AND LIGHTING PLANS BY
OTHERS.
ZS44
24" DIA. FLUSH LIGHT POLE BASE (TYPICAL - PER LIGHTING
PLAN); REFER TO SHEETZ DETAIL 34 AND LIGHTING PLANS BY
OTHERS.
ZS46 CONCRETE LOT PAVEMENT; REFER TO SHEETZ DETAIL 20.
ZS48 ASPHALT LOT PAVEMENT; REFER TO SHEETZ DETAIL 20.
ZS51 CONCRETE / ASPHALT PAVEMENT TRANSITION; REFER TO
SHEETZ DETAIL 27.
ZS52 CONCRETE / ASPHALT CHAMFER; REFER TO SHEETZ DETAIL
28.
ZS54 ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND LOCAL
CODES) R7-8A (MUTCD).
ZS55 VAN ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND
LOCAL REQUIREMENTS) R7-8A (MUTCD).
ZS56 ADA ACCESSIBLE AISLE AND STRIPING, PER ADA AND LOCAL
CODES.
ZS57 ADA ACCESSIBLE PARKING SPACE AND SYMBOL STRIPING.
PER ADA AND LOCAL CODES.
ZS58 PAINTED ADA TRAVEL PATH STRIPING.
ZS59 PAINTED 4" WIDE PARKING STRIPES (TYP.).
ZS60 PAINTED DIRECTIONAL TRAFFIC ARROW (TYP.); PER LOCAL
CODES.
ZS61 PAINTED UNDERGROUND STORAGE TANK PAVEMENT
MARKING.
ZS62 30"x30" R1-1 "STOP" SIGN AND 24" WIDE "STOP" BAR.
ZS67 DRIVE-THRU CANTILEVERED CLEARANCE BAR; REFER TO BAR
DETAILS ON DT-1 AND DT-2.
ZS68 DRIVE-THRU ORDER POINT; REFER TO ORDER POINT DETAILS
ON DT-2.
ZS69 DRIVE-THRU MENU BOARD; REFER TO MENU BOARD DETAIL
ON DT-2.
ZS70 DRIVE-THRU CURB AND PAD; REFER TO SHEETZ DETAIL 10.
ZS71 DRIVE-THRU "PICK UP" PARKING SPACE; REFER TO PAINTING
DETAIL ON DT-1.
S01 RIGHT-OF-WAY (TYP.)
S02 PROPERTY BOUNDARY (TYP.)
S03 RIGHT-OF-WAY DEDICATION, VARIABLE WIDTH
S04 EXISTING ROAD CENTERLINE
S05 RIGHT IN / RIGHT OUT DRIVEWAY
S06 ROAD WIDENING FOR RIGHT TURN LANE
S07 10' X 70' SIGHT DISTANCE TRIANGLE (TYP.)
S08 TURN LANE STRIPING PER NCDOT STD DETAIL 1205.05
S09 RELOCATED "ADOPT A HIGHWAY" SIGN
S10 ROAD WIDENING FOR LEFT TURN LANE
S11 RETAINING WALL WITH 42" MINIMUM SAFETY RAILING AT ALL
AREAS TALLER THAN 30" (DESIGN BY OTHERS)
S12 NCDOT GUARDRAIL PER NCDOT DETAIL 862.02
S13 SANITARY SEWER LIFT STATION, REFER TO LIFT STATION
PLANS AND MEP PLANS BY OTHERS.
S14 PROPOSED GRAVEL DRIVE WAY TO CONNECT TO EXISTING
GRAVEL DRIVEWAY. 6" OF ABC GRAVEL
S15 VARIABLE WIDTH PRIVATE SCM ACCESS & MAINTENANCE
EASEMENT
S16 VARIABLE WIDTH PRIVATE SEWER EASEMENT
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
an
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
2
.
0
-
S
I
T
E
.
d
w
g
|
P
l
o
t
t
e
d
o
n
5
/
1
5
/
2
0
2
4
4
:
3
6
P
M
|
b
y
J
a
c
o
b
F
r
e
n
c
h
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
05/15/2024
C2.0
SI
T
E
P
L
A
N
332
P. BARBEAU
P. BARBEAU
N
A
D
8
3
0
SCALE 1"=30'
60'30'
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.002
SITE LAYOUT NOTES
1. CONTRACTOR SHALL REFER TO THE SHEETZ ARCHITECTURAL PLANS FOR THE EXACT LOCATION OF UTILITY ENTRANCES, BUILDING DIMENSIONS, ROOF
LEADERS, EXIT DOORS, EXIT RAMPS AND PORCHES.
2. ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF CURB, OR EDGE OF SIDEWALK UNLESS NOTED OTHERWISE. ALL ANGLES ARE 90 DEGREES UNLESS
OTHERWISE NOTED.
3. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS FOR THE INSTALLATION OF TRAFFIC SIGNAGE AND PAVEMENT MARKINGS AS SHOWN ON
THE CONSTRUCTION PLANS.
4. ALL NON-LANDSCAPED ISLANDS SHALL BE PAINTED WITH STRIPES 4" WIDE, AT 45° AND 2 FEET O.C.
5. ALL STRIPING SHALL BE 4" WIDE UNLESS NOTED OTHERWISE.
6. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF THE SHEETZ MAIN FREESTANDING SIGN WITH THE SHEETZ CONSTRUCTION MANAGER.
7. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION.
8. ALL DIMENSIONS SHOWN ON THIS PLAN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY
SHEETZ REPRESENTATIVE AND DESIGN ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLAN AND FIELD CONDITIONS. CONTRACTOR IS
RESPONSIBLE FOR ALL DIMENSIONS AT THE PROJECT SITE.
9. SEE DETAILS SHEETS FOR ADDITIONAL CONSTRUCTION INFORMATION.
10. CONTRACTOR SHALL NEATLY SAW-CUT ALL JOINTS WHERE THE PROPOSED CONSTRUCTION MEET EXISTING PAVEMENT AND CONCRETE.
C2
.
2
MA
T
C
H
L
I
N
E
CTC
OHU
CT
O
H
U
O
H
U
O
H
U
OHU
OHU
8''
W
8''
W
8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W
8''
W
D
D
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
UCATV UCATV UCATVUGTUGT
UGT UGT UCATV
U
C
A
T
V
UGT UGT
UFOUGP
UFO
XXXXX
X
XXXXXX
OH
P
OH
P
OH
P
OH
P
OHU OHU OHU OHU OHU OHUOHPOHPOHPOHPOHPOHPOHPOHP OHP
X
XXX
O
H
P
O
H
P
O
H
P
O
H
P
UCATV
UCATV
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
OHP
OH
P
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGT
WWWWWWWWWW
8'
'
W
8'
'
W
8'
'
W
W
EXISTING EDGE OF PAVEMENT
EXISTING ROAD STRIPING
EXISTING EDGE OF PAVEMENT
EXISTING ROAD STRIPING
±7.27' ANTICIPATED
RIGHT-OF-WAY DEDICATION
3,764 SQFT
EXISTING CENTERLINE
EXISTING CENTERLINE
EXISTING SIGNALIZED INTERSECTION
EXISTING RIGHT-IN,
RIGHT-OUT DRIVEWAY
CTC
OHU
CT
O
H
U
O
H
U
O
H
U
OHU
OHU
8''
W
8''
W
8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W
8''
W
D
D
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
UCATV UCATV UCATVUGTUGT
UGT UGT UCATV
U
C
A
T
V
UGT UGT
UFOUGP
UFO
OH
P
OH
P
OH
P
OH
P
OHU OHU OHU OHU OHU OHUOHPOHPOHPOHPOHPOHPOHPOHP OHP
UCATV
UCATV
UGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
OH
P
OH
P
OH
P
OH
P
U
C
A
T
VUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGT
WWWWWWWWWW
8''
W
8'
'
W
8''
W
WW
FM
20
16 17 18 19
20
1819
FE121 18" RCP
FE120
EW20019181716
17181920
21
20
1918171820
20
16 17
18
19
20
1517
16 15
CTC
C
8''
W
8''
W
8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W
8''
W
UFO
UFO
8''
W
8''
W
8''
W
150' TAPER
12'
175' STORAGE 100' TAPER
12'
T61
T4
T4
T20
T20
T21
T21
T71
T70
T71 PROPOSED EDGE
OF PAVEMENT
PROPOSED EDGE
OF PAVEMENT
PROPOSED EDGE
OF PAVEMENT
30"X30" R1-1 "STOP" SIGN
PROPOSED RELOCATED "ADOPT A
HIGHWAY" SIGN
PROPOSED RIGHT-IN,
RIGHT-OUT DRIVEWAY
PROPOSED RIGHT TURN LANE
300' STORAGE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
an
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
R
D
W
Y
.
d
w
g
|
P
l
o
t
t
e
d
o
n
5
/
1
5
/
2
0
2
4
4
:
3
6
P
M
|
b
y
J
a
c
o
b
F
r
e
n
c
h
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
05/15/2024
C2.1
TU
R
N
L
A
N
E
P
L
A
N
332
P. BARBEAU
P. BARBEAU
N
A
D
8
3
0
SCALE 1"=30'
60'30'
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.002
CAROLINA BEACH ROAD - EXISTING CONDITIONS
CAROLINA BEACH ROAD - PROPOSED WIDENING AND GRADING
CAROLINA BEACH ROAD - PROPOSED STRIPING AND SIGNAGE
TRAFFIC CONTROL KEYNOTES
Symbol Description Material Linear Length
Adjustment
T4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL); REFER TO NCDOT STANDARD DETAIL
1205.01.Thermo .25
T20 WHITE EDGELINE (6", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01.Thermo 1
T21 WHITE SOLID LANE LINE (6", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01.Thermo 1
T61 WHITE STOPBAR (24", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01.Thermo 1
T70 LEFT TURN ARROW (90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.08.Thermo 1
T71 RIGHT TURN ARROW (90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.08.Thermo 1
PROPOSED HEAVY DUTY ASPHALT PAVEMENT SECTION
PER NCDOT SPECIFICATIONS. SEE DETAIL BELOW.
ROAD WIDENING NOTES
POSTED SPEED LIMIT = 45 MPH
DESIGN SPEED LIMIT = 50 MPH
MILL AND REPLACE MIN. 1.5" S9.5C
MATERIALS LEGEND
1. CONTRACTOR SHALL OBTAIN AND READ ALL NCDOT DRIVEWAY PERMITS AND ENCROACHMENTS. THEY SHALL
BE A PART OF THESE PLANS.
2. ALL FINISHED SURFACES SHALL SLOPE TOWARDS DRAINAGE STRUCTURES AT POSITIVE SLOPE AND TO AVOID
STANDING WATER.
3. CONTRACTOR SHALL COORDINATE ALL WORK IN R/W WITH NCDOT AND NEW HANOVER COUNTY INSPECTORS.
4. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE THE RELOCATION OF EXISTING UTILITIES AS NEEDED TO
FUNCTION WITH THE PROPOSED IMPROVEMENTS.
PAVEMENT MARKING NOTES
1. LOCATION OF PAVEMENT MARKINGS SHALL CONFORM TO NCDOT PAVEMENT MARKING STANDARDS. APPLICATION OF
PAVEMENT MARKINGS SHALL BE DONE IN ACCORDANCE WITH SECTION 1205 OF THE N.C. DIVISION OF HIGHWAYS
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES HANDBOOK (2024 EDITION) WITH REVISION(S) THERETO.
2. ALL EXISTING PAVEMENT MARKINGS SHALL BE ERADICATED PER NCDOT SPECIFICATIONS PRIOR TO PLACEMENT OF
MARKING SHOWN HEREIN.
3. THE CONTRACTOR SHALL BE REQUIRED TO PRE-MARK THE PAVEMENT PRIOR TO ACTUAL APPLICATION OF MARKINGS
WITHIN THE NCDOT RIGHT OF WAY. THE CONTRACTOR SHALL SCHEDULE A PRE-MARKING INSPECTION REVIEW WITH THE
NCDOT DISTRICT ENGINEER AT LEAST ONE WEEK PRIOR TO MARKING. PAVEMENT MARKINGS SHALL NOT BE INSTALLED
UNTIL AFTER FIELD REVIEW AND APPROVAL BY THE NCDOT DISTRICT ENGINEER.
4. PAVEMENT MARKINGS SHALL MATCH TO AND ALIGN WITH EXISTING CONDITIONS AND MARKINGS. THE CONTRACTOR SHALL
PROVIDE THERMOPLASTIC MARKINGS ON ROADWAYS .
5. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL THERMOPLASTIC MARKINGS AND RAISED REFLECTIVE PAVEMENT
MARKERS FOR NEWLY CONSTRUCTED TURN LANES TO NCDOT SPECIFICATIONS AND DIMENSIONAL STANDARDS. RAISED
PAVEMENT MARKERS TO BE APPROVED AND INSTALLED PER NCDOT STANDARDS.
6. ALL PAVEMENT MARKINGS WITHIN NCDOT RIGHT-OF-WAY SHALL BE LONG LIFE THERMOPLASTIC.
7. CONTACT NCDOT TRAFFIC SERVICES FOR PAVEMENT MARKING LAYOUT.
8. ALL DIMENSIONS ARE TO FACE OF CURB.
9. CONTRACTOR TO ADJUST ALL APPURTENANCES TO MATCH EXISTING GRADE.
10. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DRIVEWAYS AND DRIVEWAY PIPES
THROUGHOUT CONSTRUCTION. MAINTAIN VEHICULAR ACCESS AT ALL TIMES.
11. CONTRACTOR TO PERFORM TRAFFIC CONTROL AND TEMPORARY LANE CLOSURES PER NCDOT AND NEW HANOVER
COUNTY STANDARDS.
12. ALL CURB AND GUTTER INSIDE PUBLIC RIGHT-OF-WAY SHALL BE 30 INCHES WIDE PER NCDOT STANDARDS.
NOTES:
NCDOT ASPHALT PAVEMENT SECTION
NOT TO SCALE
COMPACTED
SUBGRADE
BASE COURSE
TYPE B-25.0C
BINDER COURSE
SURFACE COURSE
TYPE S-9.5C
TYPE I19.0C
3-IN
4-IN
5-IN
1. PREPARING, GRADING, SHAPING, AND COMPACTION OF
SUBGRADE SOILS SHOULD BE PERFORMED IN
ACCORDANCE WITH DIVISION 5, SECTION 501 OF THE
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES (2006). PREPARING, GRADING, SHAPING, AND
COMPACTION OF AGGREGATE BASE COURSE (CABC)
STONE SHOULD BE PERFORMED IN ACCORDANCE WITH
DIVISION 5, SECTION 520 OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (2006).
PLACEMENT AND COMPACTION OF THE BITUMINOUS
CONCRETE SHOULD BE PERFORMED IN ACCORDANCE
WITH DIVISION 6, SECTION 600 OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (2006).
PROPER SUBGRADE COMPACTION, ADHERENCE TO THE
NCDOT SPECIFICATIONS, AND COMPLIANCE WITH PROJECT
PLANS AND SPECIFICATIONS ARE CRITICAL TO THE
PERFORMANCE OF THE CONSTRUCTED PAVEMENT.
2. THE CONTRACTOR MAY CHOOSE TO INSTALL
INTERMEDIATE COURSES OF PAVEMENT TO STABILIZE THE
SITE DURING CONSTRUCTION AT NO ADDITIONAL COST.
THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING
THE ADEQUATE THICKNESS REQUIRED FOR INTERMEDIATE
PAVING. INCREASES IN THE DESIGN PAVEMENT SECTION
TO FACILITATE INTERMEDIATE PAVING SHALL BE PROVIDED
AT NO ADDITIONAL COST.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRING ANY DAMAGES TO SUBGRADE, INSTALLED BASE
COURSE AND/OR INTERMEDIATE PAVING PRIOR TO
PLACING SUBSEQUENT PAVEMENT LIFTS AT NO
ADDITIONAL COST.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTING PAVEMENT DURING ALL PHASES OF WORK.
THE FINAL SURFACE OF PAVEMENT SHALL BE FREE OF ALL
DEFECTS OR DAMAGE.
COMPACTED
SUBGRADE
BASE COURSE
AGGREGATE
BINDER COURSE
SURFACE COURSE
TYPE S-9.5C
TYPE I19.0C
3-IN
4-IN
10-IN
PAVEMENT SECTION-WIDENING GREATER THAN 6' WIDTH
* OVERLAY AREAS - 1.5" S9.5C
PAVEMENT SECTION-WIDENING LESS THAN OR
EQUAL TO 6' WIDTH
1.5" ASPHALT MILL & OVERLAY; 1.5' WIDE
HEAVY DUTY NCDOT
ASPHALT PAVEMENT;
REFER TO PAVEMENT
SECTION
PROPOSED 2'
PAVED SHOULDER
PROPOSED 2' PAVED SHOULDER
10'' W10'' W10'' W10'' W
OHU
TC
TC
O
H
U
O
H
U
O
H
U
O
H
U
8'' W
C T
CT C
UGTOHP
UCATVUCATVUCATVUCATV
UGTUGT
GGG
X X X
OHP
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
UGTUGT
X X
OHPOHP
O
H
P
O
H
P
O
H
P
O
H
P
OH
P
OH
P
OH
P
OH
P
EXISTING ROAD STRIPING EXISTING CENTERLINE
10'' W10'' W10'' W10'' W
OHU
TC
TC
O
H
U
O
H
U
O
H
U
O
H
U
8'' W
C T
CT C
UGTOHP
UCATVUCATVUCATVUCATV
UGTUGT
GGG
X X X
OHP
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
UGTUGT
X X
OHPOHP
O
H
P
O
H
P
O
H
P
O
H
P
OH
P
OH
P
OH
P
OH
P
18
18
TC
TC
8'' W
GGG
X X X X X
T20
T4
T70
209' EXISTING STORAGE
91' TAPER
12'
EXISTING CENTERLINE
PROPOSED EDGE OF PAVEMENT
100' FULL STORAGE
PROPOSED 2' PAVED SHOULDER
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
an
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
R
D
W
Y
.
d
w
g
|
P
l
o
t
t
e
d
o
n
5
/
1
5
/
2
0
2
4
4
:
3
6
P
M
|
b
y
J
a
c
o
b
F
r
e
n
c
h
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
05/15/2024
C2.2
TU
R
N
L
A
N
E
P
L
A
N
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.002
CAROLINA BEACH ROAD - EXISTING CONDITIONS
CAROLINA BEACH ROAD - PROPOSED WIDENING AND GRADING
CAROLINA BEACH ROAD - PROPOSED STRIPING AND SIGNAGE
TRAFFIC CONTROL KEYNOTES
Symbol Description Material Linear Length
Adjustment
T4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL); REFER TO NCDOT STANDARD DETAIL
1205.01.Thermo .25
T20 WHITE EDGELINE (6", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01.Thermo 1
T21 WHITE SOLID LANE LINE (6", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01.Thermo 1
T61 WHITE STOPBAR (24", 90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.01.Thermo 1
T70 LEFT TURN ARROW (90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.08.Thermo 1
T71 RIGHT TURN ARROW (90 MIL); REFER TO NCDOT STANDARD DETAIL 1205.08.Thermo 1
PROPOSED HEAVY DUTY ASPHALT PAVEMENT SECTION
PER NCDOT SPECIFICATIONS. SEE DETAIL BELOW.
ROAD WIDENING NOTES
POSTED SPEED LIMIT = 45 MPH
DESIGN SPEED LIMIT = 50 MPH
MILL AND REPLACE MIN. 1.5" S9.5C
MATERIALS LEGEND
1. CONTRACTOR SHALL OBTAIN AND READ ALL NCDOT DRIVEWAY PERMITS AND ENCROACHMENTS. THEY SHALL
BE A PART OF THESE PLANS.
2. ALL FINISHED SURFACES SHALL SLOPE TOWARDS DRAINAGE STRUCTURES AT POSITIVE SLOPE AND TO AVOID
STANDING WATER.
3. CONTRACTOR SHALL COORDINATE ALL WORK IN R/W WITH NCDOT AND NEW HANOVER COUNTY INSPECTORS.
4. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE THE RELOCATION OF EXISTING UTILITIES AS NEEDED TO
FUNCTION WITH THE PROPOSED IMPROVEMENTS.
PAVEMENT MARKING NOTES
1. LOCATION OF PAVEMENT MARKINGS SHALL CONFORM TO NCDOT PAVEMENT MARKING STANDARDS. APPLICATION OF
PAVEMENT MARKINGS SHALL BE DONE IN ACCORDANCE WITH SECTION 1205 OF THE N.C. DIVISION OF HIGHWAYS
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES HANDBOOK (2024 EDITION) WITH REVISION(S) THERETO.
2. ALL EXISTING PAVEMENT MARKINGS SHALL BE ERADICATED PER NCDOT SPECIFICATIONS PRIOR TO PLACEMENT OF
MARKING SHOWN HEREIN.
3. THE CONTRACTOR SHALL BE REQUIRED TO PRE-MARK THE PAVEMENT PRIOR TO ACTUAL APPLICATION OF MARKINGS
WITHIN THE NCDOT RIGHT OF WAY. THE CONTRACTOR SHALL SCHEDULE A PRE-MARKING INSPECTION REVIEW WITH THE
NCDOT DISTRICT ENGINEER AT LEAST ONE WEEK PRIOR TO MARKING. PAVEMENT MARKINGS SHALL NOT BE INSTALLED
UNTIL AFTER FIELD REVIEW AND APPROVAL BY THE NCDOT DISTRICT ENGINEER.
4. PAVEMENT MARKINGS SHALL MATCH TO AND ALIGN WITH EXISTING CONDITIONS AND MARKINGS. THE CONTRACTOR SHALL
PROVIDE THERMOPLASTIC MARKINGS ON ROADWAYS .
5. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL THERMOPLASTIC MARKINGS AND RAISED REFLECTIVE PAVEMENT
MARKERS FOR NEWLY CONSTRUCTED TURN LANES TO NCDOT SPECIFICATIONS AND DIMENSIONAL STANDARDS. RAISED
PAVEMENT MARKERS TO BE APPROVED AND INSTALLED PER NCDOT STANDARDS.
6. ALL PAVEMENT MARKINGS WITHIN NCDOT RIGHT-OF-WAY SHALL BE LONG LIFE THERMOPLASTIC.
7. CONTACT NCDOT TRAFFIC SERVICES FOR PAVEMENT MARKING LAYOUT.
8. ALL DIMENSIONS ARE TO FACE OF CURB.
9. CONTRACTOR TO ADJUST ALL APPURTENANCES TO MATCH EXISTING GRADE.
10. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DRIVEWAYS AND DRIVEWAY PIPES
THROUGHOUT CONSTRUCTION. MAINTAIN VEHICULAR ACCESS AT ALL TIMES.
11. CONTRACTOR TO PERFORM TRAFFIC CONTROL AND TEMPORARY LANE CLOSURES PER NCDOT AND NEW HANOVER
COUNTY STANDARDS.
12. ALL CURB AND GUTTER INSIDE PUBLIC RIGHT-OF-WAY SHALL BE 30 INCHES WIDE PER NCDOT STANDARDS.
NOTES:
NCDOT ASPHALT PAVEMENT SECTION
NOT TO SCALE
COMPACTED
SUBGRADE
BASE COURSE
TYPE B-25.0C
BINDER COURSE
SURFACE COURSE
TYPE S-9.5C
TYPE I19.0C
3-IN
4-IN
5-IN
1. PREPARING, GRADING, SHAPING, AND COMPACTION OF
SUBGRADE SOILS SHOULD BE PERFORMED IN
ACCORDANCE WITH DIVISION 5, SECTION 501 OF THE
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES (2006). PREPARING, GRADING, SHAPING, AND
COMPACTION OF AGGREGATE BASE COURSE (CABC)
STONE SHOULD BE PERFORMED IN ACCORDANCE WITH
DIVISION 5, SECTION 520 OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (2006).
PLACEMENT AND COMPACTION OF THE BITUMINOUS
CONCRETE SHOULD BE PERFORMED IN ACCORDANCE
WITH DIVISION 6, SECTION 600 OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (2006).
PROPER SUBGRADE COMPACTION, ADHERENCE TO THE
NCDOT SPECIFICATIONS, AND COMPLIANCE WITH PROJECT
PLANS AND SPECIFICATIONS ARE CRITICAL TO THE
PERFORMANCE OF THE CONSTRUCTED PAVEMENT.
2. THE CONTRACTOR MAY CHOOSE TO INSTALL
INTERMEDIATE COURSES OF PAVEMENT TO STABILIZE THE
SITE DURING CONSTRUCTION AT NO ADDITIONAL COST.
THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING
THE ADEQUATE THICKNESS REQUIRED FOR INTERMEDIATE
PAVING. INCREASES IN THE DESIGN PAVEMENT SECTION
TO FACILITATE INTERMEDIATE PAVING SHALL BE PROVIDED
AT NO ADDITIONAL COST.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRING ANY DAMAGES TO SUBGRADE, INSTALLED BASE
COURSE AND/OR INTERMEDIATE PAVING PRIOR TO
PLACING SUBSEQUENT PAVEMENT LIFTS AT NO
ADDITIONAL COST.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTING PAVEMENT DURING ALL PHASES OF WORK.
THE FINAL SURFACE OF PAVEMENT SHALL BE FREE OF ALL
DEFECTS OR DAMAGE.
COMPACTED
SUBGRADE
BASE COURSE
AGGREGATE
BINDER COURSE
SURFACE COURSE
TYPE S-9.5C
TYPE I19.0C
3-IN
4-IN
10-IN
PAVEMENT SECTION-WIDENING GREATER THAN 6' WIDTH
* OVERLAY AREAS - 1.5" S9.5C
PAVEMENT SECTION-WIDENING LESS THAN OR
EQUAL TO 6' WIDTH
N
A
D
8
3
0
SCALE 1"=30'
60'30'
1.5" ASPHALT MILL & OVERLAY; 1.5' WIDE
HEAVY DUTY NCDOT
ASPHALT PAVEMENT; REFER
TO PAVEMENT SECTION
10'' W10'' W
TC
TC
O
H
U
O
H
U
O
H
U
O
H
U
O
H
U
O
H
U
OHU
OHU
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
D
D
D
X X
X
X
X
X
X
X
UGP
UG
P
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
P
UGTUGT UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
V UCATV
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP
UC
A
T
V
X
X
X
X
X
X
X
X
X
X
X
X
UCATVUCATVUCATVUCATVUCATVUCATV
UG
P
UG
P
U
G
P
U
G
P
U
G
P
UG
P
UG
P
UG
P
UGTUGTUGT
UG
T
UG
T
UG
T
UG
T
UG
T
UG
T
U
G
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
X X X
OHP
O
H
P
O
H
P
O
H
P
O
H
P
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGTUGTUGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UGP
UGP
UGP
UG
P
UGP
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
W
W
W
WWWWWWWWWWWW
8'
'
W
8'
'
W
8'
'
W
W
FM
FM
FM
FM
FM
FMFM
GG
G
G
G
G
G
W
W
W
W
W
W
W
RD RD
RD
RD
RD RD
RD RD RD
SAN
VA
N
ST
O
P
STANDARD
UST FIELD
NEW SHEETZ STORE
6139 SQ. FT.
FFE: 22.50'
G01
G02
G05
G07
G08
G09
G14
G16
G21
MA
T
C
H
L
I
N
E
-
R
E
F
E
R
T
O
I
N
S
E
T
20
19 20 21 22
21
21
20
21
22
20
20
18
18
19
19
17
17
20
19
20
20
17
18
19
21
22
2
1
21
18
19
20
21
15
20
16171819
11 1
010
1514
1617 18
19
2
0 20
19
21
21
20
2
1
20
2
0 20
2
1 21 20
17
17
18
18
19
21
22
21
22
20 19
21
19
21
21
21
21
21
2
1
2
0
20
1617
18
19
2021
1315 1
5
22 22
REVERSE CROWN
RE
V
E
R
S
E
C
R
O
W
N
CRO
W
N
CROWN
CROWN
CR
O
W
N
CROW
N
CR
O
W
N
CR
O
W
N
CB107
CB101
CB103
FE300
CB105
CB104
CB102 CB106
FE121
FE120
FE301
EW200
15
"
H
D
P
E
18
"
H
D
P
E
18
"
H
D
P
E
15" HDPE
15" HDPE
18" RCP
15" HDPE
24"
R
C
P
24" HDPE
15"
H
D
P
E
20
17
18
19
1717
17 17
19
18
2
1
18
18
16
1
5
"
H
D
P
E
FE108
G01
G01
G02
G07 G08
G08
G08
G09
G14
G14
G14
G14
G14 G14 G14
JB400
G10
G21
G21
G22
G23
G24
GRADING & STORMWATER KEYNOTES
NUMBER DESCRIPTION
G01 24" CURB & GUTTER (TYP.)
G02 FLUSH CONCRETE STRIP (FOR A.D.A.)
G05 UNDERGROUND STORMWATER CONTROL MEASURE; REFER
TO DETAILS
G07 RIPRAP OUTLET PROTECTION; REFER TO SIZING CHART
G08 VARIABLE WIDTH PRIVATE SCM ACCESS & MAINTENANCE
EASEMENT
G09 ADA STALLS (MAX SLOPE 1:50)
G10 20' PRIVATE SEWER EASEMENT
G14 MATCH EXISTING PAVEMENT ELEVATION
G16 CONVERT EXISTING STRUCTURE TO NCDOT TRAFFIC BEARING
JUNCTION BOX; REFER TO STORM CHARTS
G21 ROOF DRAIN (TYP.); MIN. COVER OF 2' AND MIN. SLOPE OF 1%
G22 EXISTING 36" LIVE OAK TREE TO REMAIN UNDISTURBED
G23 RETAINING WALL WITH 42" MINIMUM SAFETY RAILING AT ALL
AREAS TALLER THAN 30" (DESIGN BY OTHERS)
G24 NCDOT GUARDRAIL PER NCDOT DETAIL 862.02
10'' W10'' W10'' W
C T
CT C
UCATVUCATV
UGT
G
OHP
OHP
OHP
O
H
P
O
H
P
O
H
P
UGT
OHPOHP
O
H
P
O
H
P
O
H
P
OH
P
OH
P
OH
P
18
STORM STRUCTURE TABLE
STR. #
CB101
CB102
CB103
CB104
CB105
CB106
CB107
EW200
FE108
FE120
FE121
FE300
FE301
JB400
TOP
20.56'
19.54'
20.23'
19.79'
20.00'
19.29'
20.71'
12.57'
19.24'
18.09'
19.21'
17.88'
17.88'
20.26'
INV. IN
14.70' (18" HDPE FROM CB102)
14.70' (18" HDPE FROM CB104)
15.00' (15" HDPE FROM CB103)
10.24' (24" RCP FROM )
16.38' (18" RCP FROM FE121)
16.44' (15" HDPE FROM FE301)
INV. OUT
14.50' (24" HDPE TO )
15.30' (18" HDPE TO CB101)
16.00' (15" HDPE TO CB101)
15.25' (18" HDPE TO CB101)
14.00' (15" HDPE TO )
14.00' (15" HDPE TO )
16.90' (15" HDPE TO )
17.80' (15" HDPE TO )
17.50' (18" RCP TO FE120)
16.44' (15" HDPE TO FE300)
DESCRIPTION
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 838.80 CONCRETE ENDWALL
NCDOT ES-1 for 15 inch Pipe
NCDOT ES-1 for 18 inch Pipe
NCDOT ES-1 for 18 inch Pipe
NCDOT ES-1 for 18 inch Pipe
NCDOT ES-1 for 18 inch Pipe
NCDOT 840.34 TRAFFIC BEARING JUNCTION BOX
STORM PIPE TABLE
FROM - TO
- EW200
CB101 -
CB102 - CB101
CB103 - CB101
CB104 - CB101
CB105 -
CB106 -
CB107 -
FE108 -
FE121 - FE120
FE301 - FE300
UPSTREAM
INVERT
10.50'
14.50'
15.30'
16.00'
15.25'
14.00'
14.00'
16.90'
17.80'
17.50'
16.44'
DOWNSTREAM
INVERT
10.24'
13.00'
14.70'
15.00'
14.70'
13.50'
13.50'
13.50'
13.50'
16.38'
16.44'
SLOPE
0.80%
0.70%
1.11%
1.59%
1.00%
4.25%
4.99%
4.41%
3.85%
1.00%
0.00%
LENGTH
32.60 LF
214.48 LF
54.00 LF
62.87 LF
55.14 LF
11.77 LF
10.03 LF
77.08 LF
111.78 LF
111.82 LF
52.70 LF
DIA.
24"
24"
18"
15"
18"
15"
15"
15"
15"
18"
15"
MATERIAL
RCP
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
HDPE
RCP
HDPE
DESCRIPTION
CLASS III; SINGLE OFFSET O-RING
24" HDPE
18" HDPE
15" HDPE
18" HDPE
15" HDPE
15" HDPE
15" HDPE
15" HDPE
CLASS IV
15" HDPE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
an
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
3
.
0
-
G
R
A
D
.
d
w
g
|
P
l
o
t
t
e
d
o
n
5
/
1
5
/
2
0
2
4
4
:
3
7
P
M
|
b
y
J
a
c
o
b
F
r
e
n
c
h
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
05/15/2024
C3.0
GR
A
D
I
N
G
A
N
D
D
R
A
I
N
A
G
E
P
L
A
N
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.002
GRADING AND STORMWATER MANAGEMENT NOTES
1. ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS
PREPARED BY TIMMONS GROUP, THE CURRENT REQUIREMENTS OF NEW
HANOVER COUNTY, THE APPLICABLE SECTIONS OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADWAY CONSTRUCTION, AND ALL OTHER
PERTINENT FEDERAL AND STATE LAWS.
2. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE
FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING
SAFETY AND HEALTH.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND
CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR
TO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED
TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH
CONDITIONS AND CONSTRAINTS OF THE SITE. IF DISCREPANCIES BETWEEN
FIELD CONDITIONS AND DESIGN PLANS ARE DISCOVERED, CONTRACTOR
SHALL NOTIFY OWNER AND ENGINEER IMMEDIATELY.
4. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN
THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFY
NC 811. THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES
ARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT LOCATION
OF ALL UTILITIES AND UNDERGROUND STRUCTURES.
5. ALL EXISTING TREES, VEGETATION, PAVEMENTS, CONCRETE FOUNDATIONS,
STRUCTURES AND ORGANIC TOPSOIL SHALL BE STRIPPED AND REMOVED
FROM NEW CONSTRUCTION AREAS UNLESS NOTED OTHERWISE.
6. ALL SLOPES SHALL BE 2:1 (HORIZONTAL: VERTICAL) MAXIMUM UNLESS
NOTED OTHERWISE. ALL SLOPES 3:1 OR GREATER SHALL BE PERMANENTLY
STABILIZED WITH VEGETATION.
7. AN AS-BUILT DRAWING OF NEW UTILITY SERVICES MUST BE PREPARED BY
THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF
THE PROJECT.
8. ALL AREAS NOT PAVED SHALL BE TOP SOILED, SEEDED, SODDED, MULCHED
AND/OR LANDSCAPE UNLESS OTHERWISE NOTED IN THE CONSTRUCTION
DRAWINGS, SITE SPECIFICATIONS OR INSTRUCTED BY THE OWNER.
9. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT PREPARED BY
GEOTECHNOLOGIES, INC PRIOR TO INITIATION OF ANY EARTHWORK
ACTIVITY.
10. ALL ELEVATIONS SHOWN ARE REFERENCED TO BENCHMARKS ON THE
PROJECT SURVEY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR AT
GROUNDBREAKING.
11. ALL SPOT ELEVATIONS ARE REFERENCED TO THE FINISHED GROUND
SURFACE UNLESS NOTED OTHERWISE.
12. CONTRACTOR SHALL REFERENCE DETAILED BUILDING PLANS FOR EXACT
BUILDING DIMENSIONS, ELEVATIONS, AND UTILITY CONNECTION POINTS.
13. CONTRACTOR SHALL COORDINATE FUEL ISLAND CANOPY DRAINS
CONNECTION TO THE MAIN COLLECTOR PIPE WITH THE SHEETZ
CONSTRUCTION MANAGER AND PROVIDE ALL NECESSARY FITTINGS TO
MAKE THE CONNECTION TO THE MAIN COLLECTOR PIPE.
14. CONTRACTOR TO PROVIDE SHOP DRAWINGS ON ALL STORM SEWER PIPE,
MANHOLES, AND INLETS TO THE SHEETZ CONSTRUCTION MANAGER FOR
APPROVAL.
15. AN AS-BUILT DRAWING OF NEW UTILITY SERVICES SHALL BE PROVIDED BY
THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF
THE PROJECT.
16. ALL STORM PIPE SHALL BE AS SPECIFIED. ALL JOINTS SHALL BE
WATERTIGHT.
17. ALL STORM STRUCTURES ADJACENT TO CURBS SHALL BE NCDOT
STANDARD..
18. ALL STORM STRUCTURES DIRECTLY DOWN GRADIENT OF THE FUEL PUMP
PAD OR UNDERGROUND STORAGE TANKS SHALL HAVE A SUMP AND BMP
FEATURE (FOR EXAMPLE 'SNOUT') INSTALLED ON THE OUTFLOW PIPE.
19. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION
SET FOR OTHER PERTINENT INFORMATION.
N
A
D
8
3
0
SCALE 1"=30'
60'30'
INSET - SCALE 1" = 30'
NOTES:
1. TOP REFERS TO:
1.1. CATCH BASIN: TOP OF CURB
1.2. YARD INLET / DROP INLET: SILL
RIPRAP SIZING CHART
x FE120
CLASS 'A'
6'L X 4.5'W X 12"D
x FE300
CLASS 'A'
5'L X 3.8'W X 12"D
U07
VA
N
ST
O
P
STANDARD
UST FIELD
NEW SHEETZ STORE
6139 SQ. FT.
FFE: 22.50'
O
H
U
O
H
U
O
H
U
OHU
D
D
D
UGP
UGP
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UCA
T
V
UC
A
T
V
U
UCATV
UG
P
UG
P
UG
P
UG
P
U
G
P
U
G
P
U
G
P
U
G
P
UG
P
UG
P
UG
T
UG
T
U
G
T
U
G
T
U
G
T
U
G
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
HU
OH
U
OH
U
GGGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
OH
P
OH
P
OH
P
OH
P
P
UC
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGT
UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UGP
UGP
UGP
UGP
UGP
UG
P
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
W
WWWWWWWWWWWWWW
8'
'
W
8'
'
W
8'
'
W
FM
FM
FM
FM
FM
FM
FM
M
GGGG
G
G
G
G
G
G
G
W W
W
W
W
W
W
W
W
W
W
W
RD RD RD
RD
RD
RD
RD RD RD
RD RD RD RD
SANSAN
S
A
N
ATV
UCATVUCCA
GT
INV IN 18.00
INV OUT 17.75
CO-02
TOP 21.71
INV OUT 17.23
6"
P
V
C
CO-01
TOP 21.31
INV OUT 16.55 6" PVC 6" PVC
CO-03
TOP 21.50
INV OUT 17.80
6"
P
V
C
CO-04
TOP 22.44
INV OUT 18.20
6" PVC
6" PVC
6"
P
V
C
6"
P
V
C
U03
ZU40
ZU53
ZU40
ZU39
ZU39
ZU36 ZU36ZU37
ZU32
ZU28
ZU01
ZU50
ZU01
U52
U19
ZU05
ZU06
ZU04
ZU07
ZU10
ZU14
ZU12
ZU22
ZU22
ZU23
ZU24
ZU25
ZU26
ZU52
U23
U21U16U16
U08
U09
U10
U10
U14
U37
U14
U20
6" PVC
CO-06
TOP 19.37
INV OUT 18.10
CO-05
TOP 18.93
INV OUT 17.70
U27
INV: 18.33
INV: 18.33
INV: 18.33
3" PVC
U34
U34
20'
20'
UTILITY KEYNOTES
NUMBER DESCRIPTION
U01 EXISTING 8" PVC WATER MAIN PER CFPUA GIS
U03
EXISTING 10" WATER MAIN; LOCATION BASED ON PHOTOMETRIC
DATA. CONTRACTOR TO CONFIRM LOCATION AND DEPTH PRIOR TO
CONSTRUCTION.
U05 EXISTING SANITARY SEWER MANHOLE (TYP.)
U06 EXISTING 8" SANITARY SEWER MAIN (TYP.)
U07 EXISTING UTILITY POLE (TYP.)
U08 EXISTING OVERHEAD UTILITY LINE (TYP.)
U09 EXISTING UNDERGROUND TELEPHONE (TYP.)
U10 EXISTING UNDERGROUND CABLE TV LINE (TYP.)
U14 EXISTING GUY WIRE TO REMAIN
U16 EXISTING GAS MAIN TO REMAIN
U19 8"x2" TAPPING SLEEVE & VALVE
U20 8"x6" TAPPING SLEEVE & VALVE
U21 6" DIP WATER LINE
U23 FIRE HYDRANT ASSEMBLY (TYP.)
U27 VARIABLE WIDTH PRIVATE SCM ACCESS & MAINTENANCE
EASEMENT
U34 PROPOSED PRIVATE SEWER EASEMENT
U36
CONNECT TO EXISTING SANITARY SEWER MANHOLE. CORE DRILL
AND INSTALL FLEXIBLE RUBBER BOOT. (CONTRACTOR TO FIELD
VERIFY LOCATION AND ELEVATION)
U37 FORCE MAIN; REFER TO PUMP STATION PLANS BY TIMMONS
GROUP.
U47 EXISTING 1" WATER METER TO REMAIN
U52 COORDINATE WITH WATER DEPARTMENT TO ENSURE THAT
SERVICE IS NOT INTERRUPTED AT ANY TIME.
U53
CONNECT TO EXISTING SANITARY SERVICE. CONTRACTOR TO FIELD
VERIFY LOCATION, SIZE, CONDITION, AND INVERT PRIOR TO ANY
CONSTRUCTION. COORDINATE WITH UTILITY PROVIDER.
CONTRACTOR SHALL HAVE EXISTING LINE JETTED AND A CAMERA
RUN THROUGH IT TO VERIFY PRIOR TO ANY CONSTRUCTION.
U60 6" PVC SANITARY SEWER SERVICE (TYP.)
ZU01
CONTRACTOR TO VERIFY EXISTING UTILITY LOCATIONS PRIOR TO
START OF CONSTRUCTION. IMMEDIATELY NOTIFY SHEETZ AND CIVIL
ENGINEER OF RECORD IF DISCREPANCIES OR CONFLICTS ARE
FOUND.
ZU02 DOMESTIC WATER SERVICE POINT OF CONNECTION.
ZU04 2" TYPE "K" SOFT COPPER DOMESTIC WATER SERVICE. SERVICE
LINE SHALL HAVE 3' MINIMUM COVER.
ZU05 2" DOMESTIC WATER METER.
ZU06
2" DOMESTIC RPZ BACKFLOW PREVENTER (PER LOCAL
REQUIREMENTS) DOWNSTREAM OF THE DOMESTIC WATER METER.
PROVIDE POWER TO HOT BOX.
ZU07 WATER LINE POINT OF ENTRY TO BUILDING; REFER TO MEP PLANS
BY OTHERS.
ZU10 IRRIGATION WATER SERVICE POINT OF CONNECTION.
ZU12
1" TYPE "K" COPPER IRRIGATION WATER SERVICE. SERVICE LINE
SHALL HAVE 3' MINIMUM COVER. INSTALL IRRIGATION SLEEVES
UNDER PAVEMENT. REFER TO IRRIGATION PLANS FOR QUANTITIY,
SIZE, MATERIAL, AND LOCATIONS. VERIFY EXACT LOCATION WITH
SHEETZ CONSTRUCTION MANAGER PRIOR TO PLACING PAVEMENT.
ZU14
1" RPZ IRRIGATION BACKFLOW PREVENTER (PER LOCAL
REQUIREMENTS) DOWNSTREAM OF THE IRRIGATION WATER METER.
PROVIDE POWER TO HOT BOX.
ZU20 SANITARY SEWER POINT OF CONNECTION.
ZU22
6" PVC SANITARY SEWER SERVICE @ 1/8" PER LF MIN. SLOPE, 4' MIN.
COVER (TYP.). ALL PVC SEWER PIPING SHALL HAVE TRACER WIRE
PER NC PLUMBING CODE SECTION 306.2.4.
ZU23 SANITARY SEWER CLEANOUT. TRAFFIC RATED IF WITHIN PAVEMENT
(TYP.).
ZU24 2,000 GALLON GREASE TRAP; REFER TO SHEETZ DETAIL 21 AND MEP
PLANS FOR VENTING DETAILS.
ZU25 SANITARY SEWER POINT OF ENTRY TO BUILDING; REFER TO MEP
PLANS BY OTHERS.
ZU26 GREASE SERVICE POINT OF ENTRY TO BUILDING; REFER TO MEP
PLANS BY OTHERS.
ZU28 SANITARY SEWER LIFT STATION; REFER TO LIFT STATION PLANS
AND MEP PLANS BY OTHERS.
ZU32
ELECTRIC TRANSFORMER PAD LOCATION. COORDINATE WITH
LOCAL PROVIDER. LOCAL PROVIDER CAN SUPERSEDE THE
PROPOSED TRANSFORMER PAD LOCATION. PROVIDE TWO (2) 6"
__MATERIAL__ CONDUITS BETWEEN POINT OF CONNECTION AND
TRANSFORMER. 24" MINIMUM BURY DEPTH WITH 18" OF VERTICAL
SEPARATION AT WATER AND SEWER CROSSINGS.
ZU36
PROVIDE POWER TO EMERGENCY SHUT-OFF SWITCH; REFER TO
ELECTRICAL, UNDERGROUND STORAGE TANK SYSTEM PLANS, AND
SHEETZ DETAIL 29.
ZU37 PROVIDE POWER TO LIGHTED BOLLARD (TYP.).
ZU39 PROVIDE POWER TO AIR AND VACUUM MACHINES.
ZU40
PROVIDE POWER TO MID SIGN; WIRED BY BUILDING ELECTRICAL
CONTRACTOR. VERIFY EXACT LOCATION AND DESIGN BEFORE
ROUGH-IN. PERMITTED BY OTHERS.
ZU50 NATURAL GAS SERVICE POINT OF CONNECTION.
ZU52 NATURAL GAS SERVICE CONSTRUCTED BY LOCAL PROVIDER.
ZU53 NATURAL GAS SERVICE METER LOCATION AND POINT OF ENTRY TO
BUILDING; REFER TO MEP PLANS BY OTHERS.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
an
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
5
.
0
-
U
T
I
L
.
d
w
g
|
P
l
o
t
t
e
d
o
n
5
/
1
5
/
2
0
2
4
4
:
3
9
P
M
|
b
y
J
a
c
o
b
F
r
e
n
c
h
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
05/15/2024
C5.0
UT
I
L
I
T
Y
P
L
A
N
332
P. BARBEAU
P. BARBEAU
N
A
D
8
3
0
SCALE 1"=20'
40'20'
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.002
C5
.
0
IN
S
E
T
A
MA
T
C
H
L
I
N
E
C
5
.
1
UTILITY NOTES
1. ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS
PREPARED BY TIMMONS GROUP, THE CURRENT REQUIREMENTS OF NEW
HANOVER COUNTY AND CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA),
THE APPLICABLE SECTIONS OF THE NCDOT STANDARD SPECIFICATIONS FOR
ROADWAY CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND
STATE LAWS.
2. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE
FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING
SAFETY AND HEALTH.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND
CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR
TO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED
TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH
CONDITIONS AND CONSTRAINTS OF THE SITE. IF DISCREPANCIES BETWEEN
FIELD CONDITIONS AND DESIGN PLANS ARE DISCOVERED, CONTRACTOR
SHALL NOTIFY OWNER AND ENGINEER IMMEDIATELY.
4. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN
THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFY
NC "ONE CALL" AT 811. THE LOCATION OF ALL UTILITIES AND UNDERGROUND
STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND
EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES.
5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BID AND PERFORM ALL
UTILITY WORK IN COMPLIANCE TO ALL APPLICABLE LOCAL AND STATE
CODES AND REGULATIONS.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES ASSOCIATED
WITH THE INSTALLATION, INSPECTING, TESTING AND FINAL ACCEPTANCE OF
ALL PROPOSED UTILITY CONSTRUCTION UNLESS OTHERWISE COORDINATED
BEFOREHAND WITH SHEETZ.
7. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY
COMPANY ON THE ADDITION, REMOVAL AND/OR RELOCATION OF UTILITIES
AND UTILITY POLES AND THE EXTENSION OF ALL PROPOSED UTILITIES TO
THE SHEETZ PROJECT STRUCTURES.
8. ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE
SPECIFICATIONS OF THE RESPECTIVE UTILITY COMPANY. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL UTILITIES ARE
INSTALLED CORRECTLY TO MEET PROJECT REQUIREMENTS WHETHER
PERFORMED BY THE CONTRACTOR OR NOT.
9. AN AS-BUILD DRAWING OF NEW UTILITY SERVICES SHALL BE PREPARED BY
THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF
THE PROJECT.
10. UTILITY COMPANIES AND CONTACTS ARE LISTED ON SHEET C0.0.
11. CONDUIT LOCATIONS TO FREESTANDING SIGNS AND SITE LIGHT POLES TO
BE COORDINATED WITH SHEETZ CONSTRUCTION MANAGER.
12. CONTRACTOR SHALL COORDINATE AND VERIFY WITH SHEETZ
CONSTRUCTION MANAGER ON LOCATION AND SIZE OF THE STORE GREASE
TRAP. GREASE TRAP SHALL BE PROVIDED WITH "T" PIPE IN OUTFLOW
CHAMBER. ALL SANITARY SEWER PIPE SHALL BE THE SDR-35 PVC UNLESS
OTHERWISE NOTED.
13. CONTRACTOR SHALL COORDINATE WITH SHEETZ CONSTRUCTION MANAGER
AND SHEETZ IT DEPARTMENT ON THE CONDUIT ROUTE TO STORE FOR
TELE/COMMUNICATION SERVICES.
14. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION
SET FOR OTHER PERTINENT INFORMATION.
TT
T
C T
8'' 8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W
8''
W
UGP8'' S
A
N
8'' SAN8'' SAN8'' SAN
TC T
S
UGTUGTUGT
UGTUGTUGT
UGTUGTUGT
UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGT
UGT
UCAUCATVUCATVUCATVUCATVUCATV
UCATV
UCATV
UCATV
UG
TUGTUGTUGT
G
G
G
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
UCATVUCATVUCATVUGTUGTUGT
UCATV
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHUOHUOHUOHUOHUOHU
OH
U
OHP OHP
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP
GGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGUGTUGTUGTUGTUGTUGT
UFO UFO UFO
UG
PUGPUCA
T
V
UCATV
UCATV UCATV UCATV UCATV
UCATV
UGTUGT
UGTUGTUCATVUCATVUCATV
UGTUGTUGTUGT
UCATVUCATVUCATV
UGT UGT
UFO UFO
G
UGP
UG
P
UCA
T
V
UG
TUF
OUGP
OH
U
OH
U
OH
U
OH
P
X
UGP
UGP
UGP
UGP
G G
X
X
X
X
X
X
WWWWWWWWWWWWWW
FM
FM
FMFMFMFMFMFM
U05
U36
ZU01
ZU20
U06
U16
U37
U14
U3420'
U34 25'
UTILITY KEYNOTES
NUMBER DESCRIPTION
U01 EXISTING 8" PVC WATER MAIN PER CFPUA GIS
U03
EXISTING 10" WATER MAIN; LOCATION BASED ON PHOTOMETRIC
DATA. CONTRACTOR TO CONFIRM LOCATION AND DEPTH PRIOR TO
CONSTRUCTION.
U05 EXISTING SANITARY SEWER MANHOLE (TYP.)
U06 EXISTING 8" SANITARY SEWER MAIN (TYP.)
U07 EXISTING UTILITY POLE (TYP.)
U08 EXISTING OVERHEAD UTILITY LINE (TYP.)
U09 EXISTING UNDERGROUND TELEPHONE (TYP.)
U10 EXISTING UNDERGROUND CABLE TV LINE (TYP.)
U14 EXISTING GUY WIRE TO REMAIN
U16 EXISTING GAS MAIN TO REMAIN
U19 8"x2" TAPPING SLEEVE & VALVE
U20 8"x6" TAPPING SLEEVE & VALVE
U21 6" DIP WATER LINE
U23 FIRE HYDRANT ASSEMBLY (TYP.)
U27 VARIABLE WIDTH PRIVATE SCM ACCESS & MAINTENANCE
EASEMENT
U34 PROPOSED PRIVATE SEWER EASEMENT
U36
CONNECT TO EXISTING SANITARY SEWER MANHOLE. CORE DRILL
AND INSTALL FLEXIBLE RUBBER BOOT. (CONTRACTOR TO FIELD
VERIFY LOCATION AND ELEVATION)
U37 FORCE MAIN; REFER TO PUMP STATION PLANS BY TIMMONS
GROUP.
U47 EXISTING 1" WATER METER TO REMAIN
U52 COORDINATE WITH WATER DEPARTMENT TO ENSURE THAT
SERVICE IS NOT INTERRUPTED AT ANY TIME.
U53
CONNECT TO EXISTING SANITARY SERVICE. CONTRACTOR TO FIELD
VERIFY LOCATION, SIZE, CONDITION, AND INVERT PRIOR TO ANY
CONSTRUCTION. COORDINATE WITH UTILITY PROVIDER.
CONTRACTOR SHALL HAVE EXISTING LINE JETTED AND A CAMERA
RUN THROUGH IT TO VERIFY PRIOR TO ANY CONSTRUCTION.
U60 6" PVC SANITARY SEWER SERVICE (TYP.)
ZU01
CONTRACTOR TO VERIFY EXISTING UTILITY LOCATIONS PRIOR TO
START OF CONSTRUCTION. IMMEDIATELY NOTIFY SHEETZ AND CIVIL
ENGINEER OF RECORD IF DISCREPANCIES OR CONFLICTS ARE
FOUND.
ZU02 DOMESTIC WATER SERVICE POINT OF CONNECTION.
ZU04 2" TYPE "K" SOFT COPPER DOMESTIC WATER SERVICE. SERVICE
LINE SHALL HAVE 3' MINIMUM COVER.
ZU05 2" DOMESTIC WATER METER.
ZU06
2" DOMESTIC RPZ BACKFLOW PREVENTER (PER LOCAL
REQUIREMENTS) DOWNSTREAM OF THE DOMESTIC WATER METER.
PROVIDE POWER TO HOT BOX.
ZU07 WATER LINE POINT OF ENTRY TO BUILDING; REFER TO MEP PLANS
BY OTHERS.
ZU10 IRRIGATION WATER SERVICE POINT OF CONNECTION.
ZU12
1" TYPE "K" COPPER IRRIGATION WATER SERVICE. SERVICE LINE
SHALL HAVE 3' MINIMUM COVER. INSTALL IRRIGATION SLEEVES
UNDER PAVEMENT. REFER TO IRRIGATION PLANS FOR QUANTITIY,
SIZE, MATERIAL, AND LOCATIONS. VERIFY EXACT LOCATION WITH
SHEETZ CONSTRUCTION MANAGER PRIOR TO PLACING PAVEMENT.
ZU14
1" RPZ IRRIGATION BACKFLOW PREVENTER (PER LOCAL
REQUIREMENTS) DOWNSTREAM OF THE IRRIGATION WATER METER.
PROVIDE POWER TO HOT BOX.
ZU20 SANITARY SEWER POINT OF CONNECTION.
ZU22
6" PVC SANITARY SEWER SERVICE @ 1/8" PER LF MIN. SLOPE, 4' MIN.
COVER (TYP.). ALL PVC SEWER PIPING SHALL HAVE TRACER WIRE
PER NC PLUMBING CODE SECTION 306.2.4.
ZU23 SANITARY SEWER CLEANOUT. TRAFFIC RATED IF WITHIN PAVEMENT
(TYP.).
ZU24 2,000 GALLON GREASE TRAP; REFER TO SHEETZ DETAIL 21 AND MEP
PLANS FOR VENTING DETAILS.
ZU25 SANITARY SEWER POINT OF ENTRY TO BUILDING; REFER TO MEP
PLANS BY OTHERS.
ZU26 GREASE SERVICE POINT OF ENTRY TO BUILDING; REFER TO MEP
PLANS BY OTHERS.
ZU28 SANITARY SEWER LIFT STATION; REFER TO LIFT STATION PLANS
AND MEP PLANS BY OTHERS.
ZU32
ELECTRIC TRANSFORMER PAD LOCATION. COORDINATE WITH
LOCAL PROVIDER. LOCAL PROVIDER CAN SUPERSEDE THE
PROPOSED TRANSFORMER PAD LOCATION. PROVIDE TWO (2) 6"
__MATERIAL__ CONDUITS BETWEEN POINT OF CONNECTION AND
TRANSFORMER. 24" MINIMUM BURY DEPTH WITH 18" OF VERTICAL
SEPARATION AT WATER AND SEWER CROSSINGS.
ZU36
PROVIDE POWER TO EMERGENCY SHUT-OFF SWITCH; REFER TO
ELECTRICAL, UNDERGROUND STORAGE TANK SYSTEM PLANS, AND
SHEETZ DETAIL 29.
ZU37 PROVIDE POWER TO LIGHTED BOLLARD (TYP.).
ZU39 PROVIDE POWER TO AIR AND VACUUM MACHINES.
ZU40
PROVIDE POWER TO MID SIGN; WIRED BY BUILDING ELECTRICAL
CONTRACTOR. VERIFY EXACT LOCATION AND DESIGN BEFORE
ROUGH-IN. PERMITTED BY OTHERS.
ZU50 NATURAL GAS SERVICE POINT OF CONNECTION.
ZU52 NATURAL GAS SERVICE CONSTRUCTED BY LOCAL PROVIDER.
ZU53 NATURAL GAS SERVICE METER LOCATION AND POINT OF ENTRY TO
BUILDING; REFER TO MEP PLANS BY OTHERS.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
an
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
5
.
0
-
U
T
I
L
.
d
w
g
|
P
l
o
t
t
e
d
o
n
5
/
1
5
/
2
0
2
4
4
:
3
9
P
M
|
b
y
J
a
c
o
b
F
r
e
n
c
h
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
05/15/2024
C5.1
UT
I
L
I
T
Y
P
L
A
N
332
P. BARBEAU
P. BARBEAU
N
A
D
8
3
0
SCALE 1"=30'
60'30'
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.002
UTILITY NOTES
1. ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS
PREPARED BY TIMMONS GROUP, THE CURRENT REQUIREMENTS OF NEW
HANOVER COUNTY AND CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA),
THE APPLICABLE SECTIONS OF THE NCDOT STANDARD SPECIFICATIONS FOR
ROADWAY CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND
STATE LAWS.
2. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE
FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING
SAFETY AND HEALTH.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND
CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR
TO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED
TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH
CONDITIONS AND CONSTRAINTS OF THE SITE. IF DISCREPANCIES BETWEEN
FIELD CONDITIONS AND DESIGN PLANS ARE DISCOVERED, CONTRACTOR
SHALL NOTIFY OWNER AND ENGINEER IMMEDIATELY.
4. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN
THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFY
NC "ONE CALL" AT 811. THE LOCATION OF ALL UTILITIES AND UNDERGROUND
STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND
EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES.
5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BID AND PERFORM ALL
UTILITY WORK IN COMPLIANCE TO ALL APPLICABLE LOCAL AND STATE
CODES AND REGULATIONS.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES ASSOCIATED
WITH THE INSTALLATION, INSPECTING, TESTING AND FINAL ACCEPTANCE OF
ALL PROPOSED UTILITY CONSTRUCTION UNLESS OTHERWISE COORDINATED
BEFOREHAND WITH SHEETZ.
7. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY
COMPANY ON THE ADDITION, REMOVAL AND/OR RELOCATION OF UTILITIES
AND UTILITY POLES AND THE EXTENSION OF ALL PROPOSED UTILITIES TO
THE SHEETZ PROJECT STRUCTURES.
8. ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE
SPECIFICATIONS OF THE RESPECTIVE UTILITY COMPANY. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL UTILITIES ARE
INSTALLED CORRECTLY TO MEET PROJECT REQUIREMENTS WHETHER
PERFORMED BY THE CONTRACTOR OR NOT.
9. AN AS-BUILD DRAWING OF NEW UTILITY SERVICES SHALL BE PREPARED BY
THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF
THE PROJECT.
10. UTILITY COMPANIES AND CONTACTS ARE LISTED ON SHEET C7.8.
11. CONDUIT LOCATIONS TO FREESTANDING SIGNS AND SITE LIGHT POLES TO
BE COORDINATED WITH SHEETZ CONSTRUCTION MANAGER.
12. CONTRACTOR SHALL COORDINATE AND VERIFY WITH SHEETZ
CONSTRUCTION MANAGER ON LOCATION AND SIZE OF THE STORE GREASE
TRAP. GREASE TRAP SHALL BE PROVIDED WITH "T" PIPE IN OUTFLOW
CHAMBER. ALL SANITARY SEWER PIPE SHALL BE THE SDR-35 PVC UNLESS
OTHERWISE NOTED.
13. CONTRACTOR SHALL COORDINATE WITH SHEETZ CONSTRUCTION MANAGER
AND SHEETZ IT DEPARTMENT ON THE CONDUIT ROUTE TO STORE FOR
TELE/COMMUNICATION SERVICES.
14. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION
SET FOR OTHER PERTINENT INFORMATION.
C5
.
0
MA
T
C
H
L
I
N
E
C
5
.
1
REMOVE AND REPLACE ASPHALT PAVEMENT AND
CURB AND GUTTER TO INSTALL FORCE MAIN
REMOVE AND REPLACE GRAVEL
DRIVEWAY TO INSTALL FORCE MAIN
VA
N
ST
O
P
STANDARD
UST FIELD
NEW SHEETZ STORE
6139 SQ. FT.
FFE: 22.50'
O
H
U
O
H
U
OHU
OHU
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
D
D
D
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGP
UG
P
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UC
A
T
V
UG
P
UG
P
UGTUGT UGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
G
G
V UCATV
OH
P
OH
P
OH
P
OH
P
OH
P
OHPOHPOHP
UC
A
T
V
X
X
X
X
X
X
X
X
X
X
X
X
X
UCATV
UCATV
UG
P
UG
P
U
G
P
U
G
P
U
G
P
UG
P
UG
P
UG
P
UGT
UG
T
UGT
UG
T
UG
T
UG
T
UG
T
U
G
T
U
G
T
UG
T
UG
T
UG
T
UG
T
UG
T
UC
A
T
V
UC
A
T
V
OH
U
OH
U
GGGGGGGGGGGGGGGG
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
OH
P
OH
P
OH
P
U
C
A
T
V
UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATV
UGTUGTUGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
UCATV
UGP
UGP
UGP
UG
P
UGP
UG
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
W
W
W
WWWWWWWWWWWW
8'
'
W
8'
'
W
8'
'
W
W
FM
FM
FM
FM
FM
FMFM
GG
G
G
G
G
G
W
W
W
W
W
W
W
RD RD
RD
RD
RD RD
RD RD RD
SAN
CACACATV
U
C
A
T
V
TVTV
V
G
TVTTTTVTTVV
QL (1)QL (1)QL (1)
QL (1)
QL (1)
QL (1)
QL (1)
QL (1)
QL (1)
NS (6)NS (2)NS (3)
NS (1)
NS (1)
NS (1)
NS (1)
ND (3)
ND (3)
ND (3)
ND (3)
LC (23)LC (11)LC (2)
IC (11)IC (2)IC (23)
LC (6)
IC (6)
IEB (14)
LM (20)LM (16)
LM (39)LM (40)
SEED
SEED
SOD SOD
SOD
SOD
SODSEED
LG (1)
LG (1)
EXISTING FENCE
EXISTING TREE LINE
IEB (3)
LM (13)LM (19)
SOD
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
t
e
d
d
o
c
u
m
e
n
t
s
a
r
e
t
h
e
e
x
c
l
u
s
i
v
e
p
r
o
p
e
r
t
y
o
f
T
I
M
M
O
N
S
G
R
O
U
P
a
n
d
m
a
y
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
an
d
s
h
a
l
l
n
o
t
b
e
u
s
e
d
f
o
r
a
n
y
p
u
r
p
o
s
e
w
h
a
t
s
o
e
v
e
r
,
i
n
c
l
u
s
i
v
e
,
b
u
t
n
o
t
li
m
i
t
e
d
t
o
c
o
n
s
t
r
u
c
t
i
o
n
,
b
i
d
d
i
n
g
,
a
n
d
/
o
r
c
o
n
s
t
r
u
c
t
i
o
n
s
t
a
k
i
n
g
w
i
t
h
o
u
t
t
h
e
e
x
p
r
e
s
s
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
T
I
M
M
O
N
S
G
R
O
U
P
.
NO
R
T
H
C
A
R
O
L
I
N
A
L
I
C
E
N
S
E
N
O
.
C
-
1
6
5
2
AS SHOWN
S:
\
3
3
2
\
6
4
2
5
0
-
S
h
e
e
t
z
\
0
0
2
-
3
3
2
-
S
h
a
d
e
T
r
e
e
L
n
\
D
W
G
\
S
h
e
e
t
\
C
D
\
6
4
2
5
0
.
0
0
2
-
C
6
.
0
-
P
L
N
T
.
d
w
g
|
P
l
o
t
t
e
d
o
n
5
/
1
5
/
2
0
2
4
4
:
3
9
P
M
|
b
y
J
a
c
o
b
F
r
e
n
c
h
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER
COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
05/15/2024
C6.0
LA
N
D
S
C
A
P
E
P
L
A
N
332
P. BARBEAU
P. BARBEAU
05/15/2024
SH
E
E
T
Z
-
S
H
A
D
E
T
R
E
E
L
A
N
E
WI
L
M
I
N
G
T
O
N
-
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
N
O
R
T
H
C
A
R
O
L
I
N
A
64250.002
LANDSCAPE NOTES:
PRE-CONSTRUCTION
x PRIOR TO CONSTRUCTION LOCATE ALL UNDERGROUND UTILITIES WITHIN AND ADJACENT TO
THE WORK AREA. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE
BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE.
PROTECT ALL UTILITIES. REPAIR ALL DAMAGE TO UTILITIES, STRUCTURES, SITE
APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF CONSTRUCTION.
x CONTRACTOR ENGAGED IN LANDSCAPE IMPLEMENTATION SHALL BE A LANDSCAPE
CONTRACTOR REGISTERED IN THE STATE OF NORTH CAROLINA.
x VERIFY ALL PLANT MATERIAL QUANTITIES ON PLANS PRIOR TO BIDDING. PLANT LIST TOTALS
ARE FOR CONVENIENCE ONLY AND MUST BE VERIFIED.
x PLANT MATERIAL SUBSTITUTIONS CAN ONLY OCCUR WITH PRIOR WRITTEN APPROVAL BY
LANDSCAPE ARCHITECT.
x PRIOR TO THE COMMENCEMENT OF ANY ACTIVITIES REQUIRING A BUILDING OR ZONING
PERMIT AN ON-SITE PRE-CONSTRUCTION CONFERENCE SHALL TAKE PLACE WITH THE
DEVELOPER AND THE ADMINISTRATOR TO REVIEW PROCEDURES FOR THE PROTECTION AND
MANAGEMENT OF ALL LANDSCAPE ELEMENTS TO REMAIN.
x ALL PLANT MATERIALS ARE SUBJECT TO LANDSCAPE ARCHITECT APPROVAL BEFORE, DURING,
AND AFTER INSTALLATION.
o ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO
SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND
REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE.
x ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".
o ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE.
o ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED AS
INDICATED IN THE PLANT LIST.
o ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD.
CONSTRUCTION/INSTALLATION
x CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING IN
STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING. THIS PLAN
DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN.
x CONTRACTOR SHALL TAKE 3 REPRESENTATIVE SOIL SAMPLES OF EACH PROPOSED PLANT BED
AND SUBMIT COPIES OF THE RESULTS TO THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING
WORK.
x STUMPS LABELED FOR REMOVAL SHALL BE EXCAVATED, NOT GROUND. REMOVE ALL DEBRIS
FROM THE HOLE. FILL WITH TOP SOIL, COMPACT, AND RAKE SMOOTH PRIOR TO INSTALLING
NEW PLANT MATERIAL.
x CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN
DELIVERY AND PLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS.
x ALL LANDSCAPED AND LAWN AREAS ARE TO RECEIVE A MINIMUM OF 4” OF TOPSOIL.
x ALL LANDSCAPE ISLANDS SHALL BE GRADED FOR POSITIVE DRAINAGE WITH NO LOW SPOTS
ALLOWING WATER TO BE TRAPPED.
x INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO
PLANS SO MATERIAL WILL NOT INTERFERE WITH SIGHT DISTANCES.
x THE SIZE OF THE PLANTING AREA AND SIZE OF PLANT MATERIAL AT MATURITY SHALL ALLOW
FOR A 2.5' BUMPER OVERHANG FROM THE BACK OF CURB.
x ALL TREES MUST BE GUYED OR STAKED AS DETAILED.
x AREAS DAMAGED FROM PLANT RELOCATION OR OTHER ACTIVITIES OF LANDSCAPE
CONTRACTOR TO BE RESEEDED AND ESTABLISHED AT NO ADDITIONAL COST TO THE OWNER.
x CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION
AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY
OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. IT MAY BE NECESSARY TO TRUCK
IN NON-CITY WATER TO MEET PLANT NEEDS.
x USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL
INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL
RESTRICTIONS.
x ALL LAWN AREAS TO BE SEEDED SHALL USE A LOCALLY GROWN COMMERCIAL MIX MEETING
LATEST STATE OF NORTH CAROLINA AGRICULTURE STANDARDS FOR SEED AND PLANT
CERTIFICATION.
x SEEDING AND STRAW NOTES FOR LAWN AREAS:
o RIP THE ENTIRE AREA TO DEPTH OF NOT LESS THAN 6”.
o REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
SMOOTH AND UNIFORM. DISPOSE OF WASTE MATERIAL OFF-SITE.
o CHISEL COMPACTED AREAS AND SPREAD TOPSOIL TO SPECIFIED DEPTH.
o APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX
WITH SOIL. APPLY SOIL AMENDMENTS PER REQUIRED SOIL ANALYSIS RECOMMENDATIONS.
o CONTINUE TILAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
PREPARED.
o SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
o MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
o INSPECT ALL SEEDED AREAS AND IF POSSIBLE, MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON. IF GRANDSTAND SHOULD BE OVER 60%
DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER, AND SEEDING RATES.
o ANCHOR TACK WITH LIQUID ASPHALT AT 400 GAL/ACRE OR EMULSIFIED ASPHALT AT 300
GAL/ACRE.
x PLANTING BEDS TO BE COMPLETELY COVERED WITH A MINIMUM 4" DEPTH OF MATERIAL FROM
A LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER. REFER TO LANDSCAPE SCHEME
FOR MATERIAL SPECIFICATIONS.
x MULCH ALL PLANT BEDS AND TREE RINGS WITH FRESH, CLEAN MATERIAL PER
SPECIFICATIONS. ALL MULCH EDGES SHALL BE NEATLY TUCKED. ALL STRING AND/OR BAILING
WIRE SHALL BE REMOVED. DUST SHRUBS AND GROUND COVER AFTER MULCHING TO REMOVE
LOOSE MATERIAL FROM PLANTS. DO NOT PLACE MULCH IN CONTACT WITH THE TREE TRUNK:
KEEP A MINIMUM OF 4" AWAY FROM TREE TRUNK OR BASE OF PLANT.
x MULCH AND NO-MOW MIXES SHALL BE REPLENISHED AS NEEDED, ESPECIALLY AFTER HEAVY
RAIN EVENTS. IF NO-MOW MIX GERMINATES AT A RATE OF LESS THAN 90%, THEN REMOVE
OTHER SPECIES AND RESEED.
TEMPORARY IRRIGATION
x CONTRACTOR TO PROVIDE AND MAINTAIN TEMPORARY IRRIGATION FOR SOD WITHIN THE
STORMWATER CONTROL MEASURE UNTIL SOD BECOMES ESTABLISHED.
INSPECTIONS/GUARANTEE
x LANDSCAPE CONTRACTOR SHALL NOTIFY GENERAL CONTRACTOR UPON COMPLETION OF
LANDSCAPE INSTALLATION. CONTRACTOR WILL VERIFY COMPLETENESS INCLUDING THE
REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR
SCHEDULING A FINAL INSPECTION BY LANDSCAPE ARCHITECT.
x PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH
APPROVED PLANS BY A SITE PLAN REVIEW AGENT PRIOR TO THE RELEASE OF THE
CERTIFICATE OF OCCUPANCY.
x CONTRACTOR TO GUARANTEE ALL PLANT MATERIALS FOR ONE FULL YEAR AGAINST DEFECTS
INCLUDING DEATH AND UNSATISFACTORY GROWTH. WARRANTY PERIOD SHALL BEGIN UPON
CERTIFICATE OF OCCUPANCY OR WHEN THE OWNER TAKES OVER MAINTENANCE, WHICHEVER
COMES FIRST.
N
A
D
8
3
0
SCALE 1"=30'
60'30'
NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________
Applicant
Checklist
NCDOT
Checklist
Driveway Application Process and Site Plan Requirements
ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND
DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE
APPLICATION TO THE APPLICANT FOR REVISION.
***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS***
Electronic Pre-Submittals
In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to
identify any major issues up front. This initial assessment can be followed up with a submittal ŽĨŽŶĞĚŝŐŝƚĂůĐŽƉLJŽĨƚŚĞƉůĂŶƐ along with all
other required documents.
ůůWĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůŚƚƚƉƐ͗ͬͬĐŽŶŶĞĐƚ͘ŶĐĚŽƚ͘ŐŽǀͬƐŝƚĞͬWĞƌŵŝƚƐͬWĂŐĞƐͬĚĞĨĂƵůƚ͘ĂƐƉdž
/ŶƚŚĞŶŽƚŝĨLJĞŵĂŝůƐĞĐƚŝŽŶŽĨƚŚĞƉŽƌƚĂůĂƉƉůŝĐĂƚŝŽŶƉůĞĂƐĞŝŶĐůƵĚĞƚŚĞŝƐƚƌŝĐƚKĨĨŝĐĞĞŵĂŝů;ŝǀϯŝƐƚϯΛŶĐĚŽƚ͘ŐŽǀͿ͘^ĞĞƚŚĞůĂƐƚƉĂŐĞƐĨŽƌĨƵƌƚŚĞƌŝŶƐƚƌƵĐƚŝŽŶ͘
Online resources:
x NCDOT Policy on Street and Driveway Access to North Carolina Highways:
https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an
d%20Driveway%20Access.pdf
x NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way:
https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx
x Electronic Forms Database:
https://connect.ncdot.gov/Pages/default.aspx
1)
Ă͘Cover >etter
Include contact information for applicant and engineer, including email address, mailing address, and phone
number. Include ƚŚĞƉĂƌĐĞůŶƵŵďĞƌ;ƐͿ͕description of all phases of the development and future land uses to be
served by the permit,ĂŶĚa description of the adjoining land owned or controlled by the applicant.
ď͘NCDOT Street and Driveway Access Permit Application (form downloadable via link below)
https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc
Đ͘$50.00 /nspection &eeWĞƌĐĐĞƐƐWŽŝŶƚ
Attach to Permit Application form (not applicable for municipalities, churches, and schools)
Ě͘NPDES Stormwater Permit Compliance Certification (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc
Ğ͘Verification of Compliance with Environmental Regulations (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf
Ĩ͘Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first)Additional
site plan requirement details can be found in section 2 of this document.
Ő͘ĞƐŝŐŶ PlanZĞƋƵŝƌĞŵĞŶƚƐ ĨŽƌƉƌŽũĞĐƚƐŝŶǀŽůǀŝŶŐƌŽĂĚǁĂLJŝŵƉƌŽǀĞŵĞŶƚƐ
If roadway improvements are required as part of the permit, ƚŚĞŶroadway plans͕ƉĂǀĞŵĞŶƚŵĂƌŬŝŶŐƉůĂŶƐ͕
ƐŝŐŶŝŶŐƉůĂŶƐ͕ĂŶĚƚƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐǁŝůůďĞƌĞƋƵŝƌĞĚͲ^ĞĞ^ĞĐƚŝŽŶϲĨŽƌŵŽƌĞŝŶĨŽƌŵĂƚŝŽŶ
Y N n/a
Engineering Studies
The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined
herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local
government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs
that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses
(TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina
licensed Professional Engineer.
Section 1: Requi
red Documents
|Required documents to accompany all /ŶŝƚŝĂůƌŝǀĞway Application Submittals
WůĞĂƐĞŶŽƚĞƚŚĂƚƚŚĞƐĞĂƌĞƚŚĞŵŝŶŝŵƵŵƌĞƋƵŝƌĞŵĞŶƚƐŽĨĂůůĚƌŝǀĞǁĂLJƉĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐ͘
ůůƌĞƋƵŝƌĞĚĚŽĐƵŵĞŶƚĂƚŝŽŶƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůĂƐW&ĨŝůĞƐ͕ǁŝƚŚƚŚĞĞdžĐĞƉƚŝŽŶŽĨƚŚĞ
WĞƌĨŽƌŵĂŶĐĞĂŶĚ/ŶĚĞŵŶŝƚLJŽŶĚĂŶĚƚŚĞΨϱϬ/ŶƐƉĞĐƚŝŽŶ&ĞĞ;ƐͿ͕ƚŚĞƐĞƐŚŽƵůĚďĞŵĂŝůĞĚŽƌĚĞůŝǀĞƌĞĚƚŽϱϱϬϭ
ĂƌďĂĚŽƐůǀĚ͕ĂƐƚůĞ,ĂLJŶĞ͕EϮϴϰϮϵ͘
If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit͕ƚŚĞƌĞ
ŵĂLJďĞĂĚĚŝƚŝŽŶĂůƐƵďŵŝƚƚĂůŵĂƚĞƌŝĂůƐƌĞƋƵŝƌĞĚ͘
State of North Carolina | Department of Transportation | Division 3 | District 3
%DUEDGRV%OYG,&DVWOH+D\QH, NC 284
Form Updated /20(910) T NCDOT Permit #___________________
Y N n/a
Section 1: Required Documents (continued)
2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL
Ă͘Site Plans
Kne (1) digital copy (PDF) unless otherwise requested bythe District Office. Additional site plan requirement
details can be found in section 2 of this document.
ď͘Performance and Indemnity Bond/ŶĨŽƌŵĂƚŝŽŶͬFormƐ
^ĞĞůĂƐƚƉĂŐĞŽĨĚŽĐƵŵĞŶƚĨŽƌďŽŶĚŝŶĨŽƌŵĂƚŝŽŶĂŶĚĨŽƌŵƐ
Đ͘Performance and Indemnity Bond Amount
100% of ƚŚĞĐŽƐƚŽĨƚŚĞǁŽƌŬwithin NCDOT Zight-of-tay;ZͬtͿ based on ƚŚĞattached estimatedetermined by
ƚŚĞĂƉƉůŝĐĂŶƚΖƐĞŶŐŝŶĞĞƌĂŶĚĂƉƉƌŽǀĞĚďLJƚŚĞDistrict Engineer. ŽŶĚŚŽůĚůĞƚƚĞƌƌĞƋƵŝƌĞĚĨŽƌĨŽƌŵƵŶŝĐŝƉĂůŝƚŝĞƐ͕
ĐŚƵƌĐŚĞƐ͕ĂŶĚƐĐŚŽŽůƐ͘See pages 101-105 in the Policies and ProceduresforAccommodatingUtilities on Highway
Rights of Way for acceptable bond types
Ě͘Radius Encroachment Letter (if applicable)
If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required
Ğ͘Hold Harmless Letter (if applicable)
If the Wermit is within ƚŚĞůŝŵŝƚƐŽĨĂŶ active NCDOT project, a Hold Harmless letter from the NCDOT contractorwill
be required͘/ĨƚŚĞƉƌŽũĞĐƚŝƐŝŶƉƌĞĐŽŶƐƚƌƵĐƚŝŽŶ͕ĐŽŽƌĚŝŶĂƚĞǁŝƚŚƚŚĞĞƉĂƌƚŵĞŶƚΖƐWƌŽũĞĐƚĞǀĞůŽƉŵĞŶƚhŶŝƚ
Section 2: General Site Plan Requirements |
All site plans shall include and show, at a minimum, the items listed below
Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways
ϭͿ Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown
ϮͿ North arrow, vicinity map, date of plan, and date of most-recent revision if applicable
ϯͿ Contact information of applicant and engineer, including mailing address, phone number, and email address
ϰͿ Show Zͬt lines, highway control of access, and property lines
ϱͿ All existing utilities (including handholes) and easements
ϲͿ Rͬt width
ϳͿ Existing posted speed limit(s) and design speed limit(s)
ϴͿ Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of
the property lines of the proposed development
ϵͿ Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any
other relevant transportation facilities in the development area
ϭϬͿ Include a plan sheet showing full site build-out and land use
ϭϭͿ Buildings shown with “gross leasable area”
ϭϮͿ Width of property frontage
ϭϯͿ Distance from Rͬt to buildings and gasoline service islands
ϭϰͿ Distance from Rͬt to existing/proposed ĚŐĞŽĨWĂǀĞŵĞŶƚ; KWͿ (pages 32 & 34)
ϭϱͿ All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc.
Section 3: Driveway Plan Requirements
|
All driveway plans shall include and show, at a minimum, the items listed below
ϭͿ WƌŽǀŝĚĞĐŽŵƉƌĞŚĞŶƐŝǀĞƐƵƌǀĞLJǁŝƚŚŝŶƚŚĞĞdžŝƐƚŝŶŐZͬtŽŶďŽƚŚƐŝĚĞƐŽĨƚŚĞƌŽĂĚĨŽƌĂĚŝƐƚĂŶĐĞŽĨϱϬϬ͛ŝŶĂůů
ĚŝƌĞĐƚŝŽŶƐĨƌŽŵƚŚĞĚĞǀĞůŽƉŵĞŶƚ͛ƐƉƌŽƉĞƌƚLJůŝŶĞƐ͘WƌŽǀŝĚĞĂĚĚŝƚŝŽŶĂůŚLJĚƌĂƵůŝĐƐƵƌǀĞLJĚĂƚĂƚŽƚŚĞŶĞĂƌĞƐƚƐƚŽƌŵ
ǁĂƚĞƌŝŶůĞƚͬŽƵƚůĞƚŝŶĐůƵĚŝŶŐĚŝƚĐŚůŝŶĞƐĂŶĚƐƚŽƌŵǁĂƚĞƌƉŝƉĞƐ͕ŝĨůŽĐĂƚĞĚŽƵƚƐŝĚĞŽĨƚŚĞϱϬϬΖĚŝƐƚĂŶĐĞ͘
ϮͿ Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways
ϯͿ All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximumͮǁŝƚŚŝƐůĂŶĚ͗ϭϰΖ
ŝŶŐƌĞƐƐ͕ϭϴΖĞŐƌĞƐƐ) (pageƐϱϬΘϳϳ)
ϰͿ ƌŝǀĞǁĂLJWƌŽĨŝůĞͲ/ŶƐŚŽƵůĚĞƌƐĞĐƚŝŽŶƐ͕ŵaintain minimum 2% fall from edge of travel way for required
shoulder width ĚŝƐƚĂŶĐĞWƌŝŵĂƌLJ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌLJ͗ϲ͛ŵŝŶŝŵƵŵ
ϱͿ All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51)
In curb and gutter sections, use City of Wilmington flare (SD 3-03.3)Ͳ;ƐĞĞĂƚƚĂĐŚĞĚͿ
In shoulder sections, show grades at the KW and centerline
ϲͿ No curbing is allowed within NCDOT RͬW along shoulder sections except as part of a driveway island(page 31)
ϳͿ Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90°
allowed for right-in/right-out on a case-by-case basis) (page 51)
ϴͿ Driveway Wrofile (pages 42- 43)
Y N n/a Y N n/a
පප පපප ප
Y N n/a Y N n/a
Y N n/a Y N n/a
Section 3: Driveway Plan Requirements (continued)
ϵͿ Driveway Pavement Cross Section (to be in place from KW to edge of RͬW)
Asphalt: 8” ABC stone and 1.5” S9.5
Concrete: 6” of concrete
ϭϬͿ Driveway Offset (driveway KW to property line; page 75): Minimum: 20’
ϭϭ)Corner Clearance (radius point to radius point; page 52) Minimum: 50’ Desirable: 100’ or DƵŶŝĐŝƉĂů std.
ϭϮͿ Minimum 10’x70’ sight triangles at driveways (measured from and along the Zͬt line) (page 31)
ϭϯͿ Sight Distance (ůength of sight-distance in both directions shown for each driveway; pages 27-29)
ϭϰͿ Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41)
ϭϱͿ Distance between driveways being requested (if applicable; page 51)
ϭϲͿ Minimum internal storage areasǁŝƚŚƐƉĞĐŝĨŝĞĚƋƵĞƵĞƐ (pages 31-33)
ϭϳͿ Minimum protected driveway stem(s) provided and indicated (pages 33-34)
ϭϴͿ Indicate any gated entrances (100’ minimum setback from RͬW required)ͲƚƌĂĨĨŝĐƋƵĞƵŝŶŐƐƚƵĚLJŵĂLJďĞƌĞƋƵŝƌĞĚ
|
Section ϲ: Roadway
Plan Requirements
If off-site improvements are required, roadway plans shall show, at a minimum, the items below
ϭͿ Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway)
ϮͿ Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders)
Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below
x Primary Routes (US & NC) and Secondary Routes with ŶŶƵĂůǀĞƌĂŐĞĂŝůLJdƌĂĨĨŝĐ;AADTͿшϭϬ,000
5͘ϱ” B25.0, 3” I19.0, ϭ͘ϱ” S9.5; any overlay of existing pavement is to be a minimum of 1.5” S9.5
x Secondary Routes with AADT<ϭϬ,000
5͘ϱ” B25.0, ϭ͘ϱ” Sϵ͘ϱ; any overlay of existing pavement is to be a minimum of 1.5” Sϵ͘ϱ
ϯͿ Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary
The grinding of pavement markings will not be allowed
ϰͿ Shoulder Widths (Paved + Unpaved)WƌŝŵĂƌLJ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌLJ͗ϲ͛ŵŝŶŝŵƵŵ
ϱͿ ŝƚĐŚ^ůŽƉĞƐͲĨƌŽŶƚĂŶĚďĂĐŬƐůŽƉĞƐͲŵŝŶŝŵƵŵϯ͗ϭŽƌĨůĂƚƚĞƌ
ϲͿ Indicate existing roadway grade
ϳͿ All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page78)
ϴͿ All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79)
See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details
ϵͿ Pavement markingĂŶĚƐŝŐŶŝŶŐ planƐ ĂƌĞƌĞƋƵŝƌĞĚͲplans must be approved by Division Traffic Services
ϭϬͿ dƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐĂƌĞƌĞƋƵŝƌĞĚͲĞƚĂŝůĞĚƉŚĂƐŝŶŐƉůĂŶƐŵĂLJďĞƌĞƋƵŝƌĞĚďĂƐĞĚŽŶƉƌŽũĞĐƚƚLJƉĞĂŶĚůŽĐĂƚŝŽŶ
ϭϭͿ EĞǁĂŶĚͬŽƌƌĞǀŝƐĞĚƐŝŐŶĂůƉůĂŶƐŵƵƐƚďĞŝŶĐůƵĚĞĚĨŽƌŶĞǁŝŶƐƚĂůůĂƚŝŽŶƐĂŶĚŝĨƐŝŐŶĂůŵŽĚŝĨŝĐĂƚŝŽŶƐĂƌĞƌĞƋƵŝƌĞĚ
ůůsignal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. ATraffic
Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-ϮϮϬϬ.
|
Section ϰ: Drainag e Requirements
All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below
Section ϱ: Internal Circ ulation Requirements
|All internal circulation details shall adhere to, at a minimum, the items listed below
ϭͿ Interior driveway channelization stems
Minimum 100’ from the RKW or at the discretion of the District Engineer
ϮͿ Traffic flow pattern
ϯͿ Traffic control devices
ϰͿ Pavement Markings
Y N n/a Y N n /a
Y N n/a Y N n/a
Y N n/a Y N n/a
Y N n/a Y N n/a
ϭͿ Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): Ϯϰ” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”
ϮͿ WŝƉĞ ŶĚdƌĞĂƚŵĞŶƚ;ƐĞĞZŽĂĚǁĂLJĞƐŝŐŶDĂŶƵĂůϱͲϮϬ͕ͲϮͿ
WŝƉĞƐчϮϰΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂLJƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞWĂƌĂůůĞůWŝƉĞ ŶĚ^ĞĐƚŝŽŶƐ^ĞĞϯϭϬ͘ϬϮĂŶĚ
ϯϭϬ͘ϬϰŽĨƚŚĞZŽĂĚǁĂLJ^ƚĂŶĚĂƌĚƌĂǁŝŶŐƐĨŽƌĚĞƚĂŝůƐ
WŝƉĞƐхϯϬΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂLJƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞŐƵĂƌĚƌĂŝů
WŝƉĞƐшϯϲΗƌĞƋƵŝƌĞĂŶĞŶĚǁĂůůŽŶƚŚĞŝŶůĞƚĞŶĚ
ϯͿ ůůƉƌŽƉŽƐĞĚƌĂŝŶĂŐĞŝƐƚŽďĞƉƌŽǀŝĚĞĚŝŶƐŝĚĞĞdžŝƐƚŝŶŐZͬt͘KƚŚĞƌǁŝƐĞ͕ĂĚĚŝƚŝŽŶĂůZͬtŽƌĂƉĞƌŵĂŶĞŶƚůLJ
ĚĞĚŝĐĂƚĞĚĚƌĂŝŶĂŐĞĞĂƐĞŵĞŶƚǁŝůůďĞƌĞƋƵŝƌĞĚƚŽĂĐĐŽŵŵŽĚĂƚĞƚŚĞƉƌŽƉŽƐĞĚƉƌŽũĞĐƚĚƌĂŝŶĂŐĞ
ϰͿ All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown
;ƐĞĞ^ĞĐ͘ϯηϭĨŽƌƐƵƌǀĞLJƌĞƋƵŝƌĞŵĞŶƚƐͿ
ϱͿ Provide spot elevations along frontage of driveway (at EKW and centerline)
ϲͿ Provide grades and spot elevations for existing and proposed ditches
ϳͿ Show how drainage will be accommodated along property frontage
(District Engineer may require applicant to provide drainage calculations whĞŶǁĂƌƌĂŶƚĞĚͿ
Roadway Design Manual At Grade INTERSECTIONS
May 2023 Part I General Design Information | 8-22
Figure 8-10 Recommended Treatment for Turn Lanes
Note: Make every attempt possible to use the desirable deceleration length. It can be shortened as needed but shall not be less
than the minimum. Coordinate with NCDOT and get approval on anything less than the desirable deceleration length.