20191549 Ver 1_U-5788_State_Minimum_Criteria FINAL SIGNED_20191112

1
MINIMUM CRITERIA DETERMINATION CHECKLIST

TIP Project No. U-5788
W.B.S. Project No. 44360.1.1

Project Location: Realignment of Wall Street (Non-System) at US 17 Business (Main Street)
and Shallotte Avenue (Non-System) in Shallotte, Brunswick County (see attached Vicinity
Map).

Project Description: The purpose of this project is to realign Wall Street at US 17 Business
(Main Street) and Shallotte Avenue. The proposed roadway will have three 11’ lanes in each
direction with a variable width raised median. The proposed typical section also includes curb &
gutter on both sides with sidewalk. The roadway will be designed with a 40 mph design speed.

Purpose and Need: The existing signalized intersection of Wall Street (non-system), Main
Street (US 17 Business), and Shallotte Avenue (non-system) is currently offset and runs split
side streets for signal operations. This causes delay due to an additional signal phase.

Aligning the intersection will improve sight distance and delay by reducing the signal phases and
improve timing for the overall intersection. This will improve mobility through the intersection.

Anticipated Permit or Consultation Requirements:
A Nationwide Permit (NWP) No. 14 or Regional General Permit (RGP) No. 198200031 will
likely be required for impacts to “Waters of the United States” resulting from this project. A
NCDWR Section 401 Water Quality General Certification No. 4135 may also be required prior
to the issuance of a Section 404 Permit. The USACE holds the final discretion as to what permit
will be required to authorize project construction.

Special Project Information:

Environmental Commitments: Greensheet Commitments are located at the end of the
checklist.

Estimated Costs:
The estimated costs, based on 2018-2027 STIP, are as follows:

R/W & Utilities $ 785,000
Const: $ 700,000
Total: $1,485,000

Estimated Traffic:
Year 2019 1,500 vpd
Year 2040 2,300 vpd
TTST 1%
Dual 2%

DocuSign Envelope ID: CEFD0214-8576-4CB8-A5F5-DF1F9C623E77
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Design Exceptions: There are no anticipated design exceptions for this project.

Pedestrian and Bicycle Accommodations: This portion of Wall Street is not a part of a
designated bicycle route nor is it listed in the Transportation Improvement Program (TIP) as a
bicycle project. Sidewalk will be added along both sides of Wall Street. Temporary pedestrian
accommodations are needed during construction in the work zone at the intersection of Wall
Street and Main Street.

Alternatives Discussion:
No Build – The no build alternative would not improve traffic flow at the intersection of Wall
Street/Main Street/ Shallotte Avenue.

Other Agency Comments:

The Army Corps of Engineers responded that “any discharge of excavated or fill material into
waters of the United States and/or any adjacent wetlands would require Department of the Army
(DA) permit authorization”.

Response: NCDOT will submit for permit authorization.

The Division of Coastal Management responded that “Any work which has the potential to
temporarily or permanently impact coastal wetlands should be avoided as well”.

Response: There are no proposed impacts to coastal wetlands.

The U. S. Fish and Wildlife Service and the N.C. Wildlife Resource Commission had no
special concerns for this project.

Waters of the US:
The NRTR (Natural Resources Technical Report) for this project identified 1 wetland within the
study area.

Threatened and Endangered Species:
The NRTR (Natural Resources Technical Report) lists seventeen protected species, including
fifteen listed by the United States Fish and Wildlife Service (USFWS) and two listed by the
National Marine Fisheries Service (NMFS). None of the species listed will be affected by this
project.

Relocations of Residences and Businesses:
There are no relocations of residences for this project however there will be one business
relocated. The ABC store located adjacent to US 17 Business will be relocated and the
relocation is being coordinated by the Town of Shallotte.

DocuSign Envelope ID: CEFD0214-8576-4CB8-A5F5-DF1F9C623E77
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Public Involvement:
Adjacent property owners within the study area were notified at the start of study and no
comments were received. Due to the minimal impacts to the roadway network, and to adjacent
properties, no further public involvement was necessary. The North Carolina Department of
Transportation and the Town of Shallotte have coordinated extensively throughout the design
process as the realignment impacts Town of Shallotte property.

PART A: MINIMUM CRITERIA
YES NO

1. Is the proposed project listed as a type and class of activity allowed under
the Minimum Criteria Rule in which environmental documentation is not
required?

If the answer to number 1 is “no”, then the project does not qualify as a minimum criteria
project. A state environmental assessment is required.

If yes, under which category? 8c

PART B: MINIMUM CRITERIA EXCEPTIONS*

YES NO
2. Could the proposed activity cause significant changes in land use
concentrations that would be expected to create adverse air quality
impacts?

3. Will the proposed activity have secondary impacts or cumulative
impacts that may result in a significant adverse impact to human
health or the environment?

4. Is the proposed activity of such an unusual nature or does the
proposed activity have such widespread implications, that an
uncommon concern for its environmental effects has been
expressed to the Department?

5. Does the proposed activity have a significant adverse effect on
wetlands; surface waters such as rivers, streams, and estuaries;
parklands; prime or unique agricultural lands; or areas of
recognized scenic, recreational, archaeological, or historical value?

6. Will the proposed activity endanger the existence of a species on
DocuSign Envelope ID: CEFD0214-8576-4CB8-A5F5-DF1F9C623E77
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the Department of Interior's threatened and endangered species
list?

7. Could the proposed activity cause significant changes in land use
concentrations that would be expected to create adverse water
quality or ground water impacts?

YES NO
8. Is the proposed activity expected to have a significant adverse
effect on long-term recreational benefits or shellfish, finfish,
wildlife, or their natural habitats

*If any questions 2 through 8 are answered “yes”, the proposed project may not qualify as a Minimum Criteria
project. A state environmental assessment (EA) may be required.

PART C: COMPLIANCE WITH STATE AND FEDERAL REGULATIONS

YES NO
9. Is a federally protected threatened or endangered species, or its
habitat, likely to be impacted by the proposed action?

10. Does the action require the placement of temporary or permanent
fill in waters of the United States?

11. Does the project require the placement of a significant amount of
fill in high quality or relatively rare wetland ecosystems, such as
mountain bogs or pine savannahs?

12. Is the proposed action located in an Area of Environmental
Concern, as defined in the coastal Area Management Act?

13. Does the project require stream relocation or channel changes?

Cultural Resources
14. Will the project have an “effect” on a property or site listed on the
National Register of Historic Places?

15. Will the proposed action require acquisition of additional right of
way from publicly owned parkland or recreational areas?

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PART D

Additional Documentation as Required from Sections B & C
Question 9: The US Fish and Wildlife Service has developed a programmatic biological
opinion (PBO) in conjunction with the Federal Highway Administration (FHWA), the US Army
Corps of Engineers (USACE), and NCDOT for the northern long-eared bat (NLEB) (Myotis
septentrionalis) in eastern North Carolina. The PBO covers the entire NCDOT program in
Divisions 1-8, including all NCDOT projects and activities. The programmatic determination for
NLEB for the NCDOT program is May Affect, Likely to Adversely Affect. The PBO provides
incidental take coverage for NLEB and will ensure compliance with Section 7 of the Endangered
Species Act for five years for all NCDOT projects with a federal nexus in Divisions 1-8, which
includes Brunswick County, where U-5788 is located. This level of incidental take is authorized
from the effective date of a final listing determination through April 30, 2020.

DocuSign Envelope ID: CEFD0214-8576-4CB8-A5F5-DF1F9C623E77
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Prepared By:

Date Greg S. Purvis, PE;
Wetherill Engineering, Inc.

Prepared
For:

Reviewed By:

Date Anneliese Westphal, Environmental Senior Specialist
North Carolina Department of Transportation

Reviewed By:

Date Krista Kimmel, P.E.; Design Engineer
North Carolina Department of Transportation

Approved By:

Date for Karen Collette, PE; Division Engineer, NCDOT Division 3
North Carolina Department of Transportation

Division 3 Project Development Unit, North Carolina Department of
Transportation
DocuSign Envelope ID: CEFD0214-8576-4CB8-A5F5-DF1F9C623E77
4/22/2019
4/22/2019
4/22/2019
4/22/2019
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PROJECT COMMITMENTS:

Brunswick County
Realignment of Wall Street
at US 17 Business (Main Street)
and Shallotte Avenue
W.B.S. No. 44360.1.1
T.I.P. No. U-5788

High Quality Waters
This project is located in a watershed designated as High Quality Waters. The NCDOT will
implement Design Standards in Sensitive Watersheds.
DocuSign Envelope ID: CEFD0214-8576-4CB8-A5F5-DF1F9C623E77
S
mith
Ave.Northside Dr.Ave.
Bailey
St.
1357
1357
1357
1358
1173
1362
Sha
ll
ott
e
Ave
.Mul
b
e
rr
y
Rd.
Extension
F
orest
Dr.
Northside
D
r.
Arnold
St.
Russ St.Mul
be
r
r
ySt.
White
St.
John St.
Millken St.
Quail Dr.
WhipoorwillLn.SunriseAve.Wall
St.
Cheers
St.
Al
St.
Pine
St.
Hinson
St.Bl
uff Dr.
Powell St.HolmesSt.Heron Tr.
Oak Ridge St.BurkeLn.Stuart Ln.EdgewaterDr.Suburban
St.PaulsTr.MadisonSt.St. Marys Dr.Ri
d
g
e
WayRa
n
d
all
St.BranchWoodw ardBranch
St. James
Church
Camp
Church
Grace
Church
Main
St.
Ocean
1173
1357
Hwy
.SITE
PROJECT
Shallotte
17
BUS
17
BUS
17
VICINITY MAP
17
TOWN LIMITS
TOWN LIMITS
130
130
See Sheet 1-A For Index of Sheets
TIP PROJECT:U-578825% PLANSDocuSign Envelope ID: CEFD0214-8576-4CB8-A5F5-DF1F9C623E77
72" CHL
48" CHL
2 5
EIPBRBRBRBRBRBR
BRBRBRBRCONC CONC RAMPSSSSSSS
BSTCONCCONCCONCCONCMTL CANOPYGAS PUMP BASESCROSSWALK LIGHTCROSSWALK LIGHTBL-104MTL LIGHT POLECROSSWALK LIGHTCROSSWALK LIGHTCONC36" WOOD8" BR WALLMTL LIGHT POLE18" RCP15" DIP
12" DIP18" RCP30" RCP
24" RCP15" RCP36" RCP15" HDPE24" RCP15" RCP
15" RCP
18" RCP
18" RCPBST
CONC LOADING DOCK
12" HDPE12" HDPE12" HDPEBY1-203CONC
DI
FOUND
END NOT
DI FOUND
END NOT
DI
SDMH
TOP=21.14'
DIDI
DI
DIDI
DIFOUNDEND NOT12" C&G30" C&G30" C&GUS 17 BUS (MAIN STREET) 40' BSTUS 17 BUS (MAIN STREET) 40' BST18" RCPDI 18" RCP18" RCPDI18" RCPFOUNDEND NOT18" RCP 15" RCP15" RCP18" RCP
1SBK BUSCONCCONCCONC
CONCCONC
CONC
BSTBST
BST
BST
BST
S 39°44'43" E
26.82'AXLE92.93' TOTAL1.53' R/W TO AXLEEIP 75.63' TOTAL
1.80' R/W TO EIP
EIP
EIP
0.38' R/W TO EIPEIPEIPEIPEIP
EIPEIP
EIP1.65' EIP TO R/W1.58' EIP TO R/WN 40°02'30" W
50.08'S 50°32'04" W76.52'S 40°06'25" E
34.53'
S 40°06'25" E
50.05'
N 39°55'59" W
50.03'
N 39°55'59" W
15.00'N 50°30'45" E101.31'N 50°30'45" E101.13'N 50°30'45" E100.69' TOTAL0.59' R/W TO EIPEIP
N 50°30'45" E100.86'S 40°06'25" E
15.47'N 50°30'45" E101.50'N 49°50'33" E203.76'80.00'EXISTING R/WEXISTING R/WEXI
STI
NG R/
W
EXISTING R/W
EXISTING R/W35.00'EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WEIP EIP
S 39°03'38" E
128.03'
S 39°03'38" E
47.32'
S 39°03'38" E
49.78'
S 39°03'38" E
25.00'0.68' EIP TO R/WEIPN 49°51'40" E100.49'N 38°29'06" W
64.49'PB 02.5 PG 22415' ALLEYPB 02.5 PG 22415' ALLEY30" C&G30" C&G30" C&G30" C&G30" C&GCONC24" C&G24" C&G6" CONC CURB6" CONC CURB6" CONC CURB 6" CONC CURB
6" CONC CURB
6" CONC CURB6" CONC CURB6" CONC CURB 6" CONC CURBCONCBSTBST
6
7
8
19
2 0
2 1
2 2
PK NAILS
6" CONC CURB18" RCP
BOLLARDSBOLLARDSCONCLANDSCAPE AREALANDSCAPE AREALANDSCAPE AREALANDSCAPE AREALANDSCAPE AREALANDSCAPE AREALANDSCAPE AREALANDSCAPE AREALANDSCAPE AREALANDSCAPE AREALANDSCAPE AREALANDSCAPE AREALANDSCAPE AREA
LANDSCAPE AREA
LANDSCAPE AREA
LANDSCAPE AREA
LANDSCAPE AREA
LANDSCAPE AREAHANDICAP RAMPHANDICAP RAMPHANDICAP RAMPHANDICAP RAMP72" CHL
HANDICAP RAMP
CONC
7.5' CONC7.5' CONC7.5' CONC7.5' CONC7.5' CONC7.5' CONC7.5' CONC5' CONC 5' CONC
5' CONC
S 50°30'45" WS 50°30'45" W99.71'S 50°42'38" W99.77'S 50°42'38" W99.93'S 40°30'12" E
S 39°55'59" E
75.88'
S 40°02'30" E
175.53'
15" RCP
NOT IN SERVICE
DRIVEWAY PIPE
POSSIBLE FORMER
S 41°13'45" E
33.83'N 50°14'21" E15.98'N 50°14'21" E35.07'S 39°44'43" E
126.67'S 50°42'38" W100.26'N 39°45'08" W
50.16'
N 39°45'08" W
63.74'
N 40°01'33" W
N 40°01'33" W
15.00'
N 40°01'33" W
35.91'
WOODS
WOODS
WOODS
WOODS 99.65' R/W TO CORNEREOIEOIEOI
Power MetersFM ValvesFM ValvesT
T
T T
T
T
T
T
CCCCCCS
S
S
S
S
S HHHHHHHHT
GENE G & GRACIE EVANS
DB 647 PG 328
GENE G & GRACIE EVANS
DB 647 PG 332
LLOYDS OYSTER HOUSE INC
SHALLOTTE ABC BOARD
PB 02.5 PG 224
DB 1867 PG 53
CAROLYN SWEATT
EDWARD M &
PB 02.5 PG 224
DB 1725 PG 609
DB 612 PG 1088
DB 541 PG 649
TOWN OF SHALLOTTE
PB 90 PG 38
DB 3656 PG 892
TOWN OF SHALLOTTE
PB 83 PG 50
DB 3517 PG 1296
TOWN OF SHALLOTTE
PB 02.5 PG 224
DB 513 PG 667
SHALLOTTE CITY HALL
PB 02.5 PG 224
DB 408 PG 212
TOWN OF SHALLOTTE
PB 52 PG 54
DB 2649 PG 897
WILLIAM D MILLIGAN
DB 1522 PG 800
BRITT AND HEWETT INC
DB 577 PG 1085
TOWN OF SHALLOTTE
PB 81 PG 96
DB 3491 PG 82
TOWN OF SHALLOTTE
PB 02.5 PG 224
DB 3491 PG 68
TOWN OF SHALLOTTE
PB 2.5 PG 224
DB 3509 PG 314
SHALLOTTE
OF
TOWN
1SF BUS
CONC
WALL STREET VARIABLE WIDTH BST
5' CONC
1SBK BUS
BST
BST DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
PG 785
DB 479
50.78'
+33.99
82.23'+30.6881.57'+30.7946.59'+30.5620.17'
+10.76
2040 ADT
WALL STREET
1300
800
1100
700
2300
1500
2500
1600
1100
700
1100
700
43100
27600
42900
27400
SHALLOTTE AVENUE
-L--Y- (US17 BUS.) MAIN STREET2019 ADT
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
ENGINEERING
ETHERILL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE DETAIL A
CURB CUT DITCH
SPECIAL BACK OF
SEE DETAIL A
CURB CUT DITCH
SPECIAL BACK OF
REMOVE
REMOVE
RETAIN
RETAIN RETAIN
RETAIN
RETAIN
REMOVE
REMOVE
REMOVE
REMOVE
RETAIN
OF 18" RCP
REMOVE 17 LF
18"
REMOVE
GROUND
NATURAL
1
2
3
9
10
4 5FFFC
C
F F
F
F
F
F
F
C
C
F
F
F
C
F C
C
C
DRAIN
GRADE TO
GRADE TO DRAIN
0401
0402
0403
0404
0407
0408
0409
04050406
CB
2GI
CB
DI
CB
CB
CB
2GI
15"15" RCP-IV 15"15"15" RCP-IV 15" RCP-IV 15" RCP-IV
15" RCP-IV
SLAB LID
TB JB w/
0410
0415
0416
0417
0419
0418
0420
0421
0422
042415" RCP-
I
V
DI
CB
15" RCP-
I
V
15" RCP-IV
DI
MH
JB w/
CB18" RCP-IV 18" RCP-IV 15"15"
REMOVE REMOVEREMOVECB
CB
DI
CB15" RCP-I
V 15" RCP-IV 15" RCP-IV 15" RCP-IV
CB 15" RCP-IV
CB
CB
CB18"CB 18" RCP-IV
CB
RCP-IV 18"0411
0412
0413
0414
0423
3:13:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -Y1- STA. 13+70 TO STA. 14+43.50 LT.
FROM -Y1- STA. 10+50 TO STA. 11+20 RT.
DETAIL A
EX. R/W
+40
80'
-Y1- +50
EX. R/W
-Y1- +40
55'
-Y1- +00
80'
-Y1- +5053'
-Y1- +45
85'
-Y1- +85
65'
-Y1- +55
N
A
D 83 / N
A 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.4/5/2019...\Proj\u5788_rdy_psh_04.dgnUSER:gpurvis8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-5788 4
PROP CONC SIDEWALK
PAVEMENT REMOVAL
PROPOSED SIGNAL
FOR PROFILES, SEE SHEET NO. 5
MATCHLI
NE
-Y1- STA.
15+00.00 SEE SHEET 515
-Y2- POT Sta.12+00.00
-Y2- POT Sta.10+00.00
CR
CR
CR
CRCR
CR 7.5' SIDEWALK-Y1- POT Sta. 14+62.78
-Y2- POT Sta.10+87.58 =-Y1- PC Sta. 11+71.80-Y1-
PT St
a. 13+52.30PI Sta 12+62.30
D
L = 180.51'
T = 90.50'
R = 1,000.00'010201020202030303030201000102020100010203004CR
CR
CR
CR
-L- STA. 16+85.00
AND RESURFACING
END MILLING
END CONSTRUCTION
-L- STA. 15+27.00
BEGIN MILLING AND RESURFACING
BEGIN CONSTRUCTION
-L- POT STA. 15+81.50
-Y1- POT STA. 10+00.00 =
BEGIN TIP PROJECT U-5788
1'-6" C&G
1'-6" C&G
2'-6" C&G
6' SIDEWALK
2'-6" C&G
6' SIDEWALK
(TYP)
20' INC.22'11'20'19'-Y2- STA. 11+50.00
AND RESURFACING
END MILLING
END CONSTRUCTION
(TYP)20' INC.30'
75 BAY TAPER'+25.0075 BAY TAPER'+25.00-Y1- CURVE DATA
SE
DS = 35 MPH
= .03
-Y2- STA. 10+30.00
BEGIN CONSTRUCTION
CR CR
-Y1- POT Sta. 12+76.84
-DR1- POT Sta.10+00.00 =
-DR1- POT Sta. 11+50.00
-DR1- STA. 10+62.43
END CONSTRUCTION
DocuSign Envelope ID: CEFD0214-8576-4CB8-A5F5-DF1F9C623E77
BY1-205
BENCH TIE NAIL IN 27" PINE
ELEV=16.01'
41' RIGHT
-BY- STA 13+38
BM#3
EIP
EIP
EIP EIP
EIP
EIP EIP
EIP
EIPEIP
EIP
EIP
EIP
EIP
S 38°47'04" E
90.94'S 49°00'43" W49.31'N 39°16'44" W
35.55'N 49°44'45" E99.87'N 39°42'15" W
89.68'N 50°22'50" E100.46'S 35°15'42" E
59.49'
S 41°24'43" E
15.31'N 50°15'31" ES 41°17'22" E
100.00'N 49°58'39" E100.29'S 39°14'55" E
125.01'S 50°23'30" WS 39°12'51" E
EIP
0.19' R/W TO EIP96.83' TOTAL0.17' EIP TO R/W195.64' TOTAL0.16' R/W TO EIP99.41' TOTAL0.44' EIP TO R/W1S MTL BUS35.00'25.00'
25.00'
WOODS
WOODS
WALL STREET VARIABLE WIDTH BST
TOWN OF SHALLOTTE
PB 60 PG 4
DB 2933 PG 785
TOWN OF SHALLOTTE
TOWN OF SHALLOTTE
PB 71 PG 33
DB 3190 PG 889
TOWN OF SHALLOTTE
PB 67 PG 24
DB 3091 PG 933
TOWN OF SHALLOTTE
PB 89 PG 74
DB 3658 PG 314
TOWN OF SHALLOTTE
PB 2.5 PG 224
DB 3509 PG 314
PB 81 PG 54
DB 3485 PG 1083
TOWN OF SHALLOTTE
PB 81 PG 54
DB 3492 PG 1036
S 39°14'55" E
133.71'
S 78°25'01" E
CONC
CONC
CONC
CONC
SOILT
T SOIL12" RCP
DI
INV=14.75'
15" RCP 15" RCP
15" RCP
15" RCP 15" RCP
DI
INV=12.80'INV=6.44'
T
CONC
12" RCP
CONC
2 4
EXISTING R/W
EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W
2 6
2 7
2 8
18" RCP15" HDPE
15" RCP
BY1-204
1SBK G
CONC
BST
WET WELL
INV=19.38'
DI
WALL STREET VARIABLE WIDTH BST
INV=18.09'
FES
WATER/DEBRIS
FILLED WITH
FES
FOUND
END NOT
15" HDPE
1.5SBK FIRE STATION & EMS
N 50°01'10" E150.79'35.00'EXISTING R/W
S 39°03'38" E
25.00'0.68' EIP TO R/WEIP
N 38°47'04" W
110.55'DISTURBEDCONC MONLANDSCAPE AREA
W
S 50°30'45" W99.61'S 50°30'45" WN 49°50'23" E151.18'CONC
CONC
N 39°28'19" W
224.91'99.65' R/W TO CORNERCCCCT
EOI
EOIEOIEOIT
TC
CTOWN OF SHALLOTTE
TOWN OF SHALLOTTE
PB 52 PG 68
DB 1564 PG 420
TOWN OF SHALLOTTE
PB 02.5 PG 224
DB 3245 PG 1198
WOODS
1SBK BUS
PB 02.5 PG 224
DB 3199 PG 459
TOWN OF SHALLOTTE
SS Meter
Meter
Empty Water
1.54'
+09.20
21.94'
+03.94
17.50'+60.0817.50'+84.79Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
ENGINEERING
ETHERILL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Slope
Ditch
Front
Ground
Natural
18" RCP-IV
15" RCP-IV
15" RCP-IV
RCP-IV
15"
W/ 7 SY GEOTEXTILE
2 TONS CL 'B' RIP RAP
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
SEE DETAIL B
CUT DITCH
GROUND
NATURAL
SEE DETAIL A
CURB CUT DITCH
SPECIAL BACK OF
6
7
8
11
12
13 14
F
C
F
F
F F
F
F
F
F
F
C
F C
0501
0503
0502
0512
Flatter3:1 or
D3:1( Not to Scale)
CUT DITCH
FROM -Y1- STA. 17+90 TO STA. 18+41 LT
Min. D= 1 Ft.
DETAIL B
0509
0510
0507
0508
0505
0506
MH
JB w/
CB
CB
CB
DROP INLET
DRIVEWAY
DROP INLET
DRIVEWAY
DROP INLET
DRIVEWAY
15" RCP-IV
15" RCP-IV
15" RCP-IV
CB
15"
0504
REMOVE
RETAIN
REMOVE
REMOVE0511
3:13:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -Y1- STA. 16+64 TO STA. 17+47 LT.
DETAIL A
15"2GI'D'
CB
CB
CB
RETAIN
RETAIN
18" RCP-IV
15" RCP-IV 18"15" RCP-IV 66'
-Y1- +05
35'
-Y1- +45
17.5'
-Y1- +4517.5'
-Y1- +00
70'
-Y1- +50
50'
-Y1- +65
59'
-Y1- +20
55'
-Y1- +00
N
A
D 83 / N
A 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.4/5/2019...\Proj\u5788_rdy_psh_05.dgnUSER:gpurvis8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-5788 5
PROP CONC SIDEWALK
PAVEMENT REMOVAL
FOR PROFILES, SEE SHEET NO. 5
MATCHLINE -Y1- STA.
15+00.00 SEE SHEET 4-Y1-
PC St
a. 15+21.80-Y1- PT Sta. 17+06.590302020301000102020100203203PI Sta 16+14.46
D
L = 184.79'
T = 92.66'
R = 1,000.00'
SE
DS
= .03
= 35 MPH
(TYP)20' INC.+05.00266.43' TAPER
265.03' TAPER -Y1- POT Sta. 20+40.29-Y1- CURVE DATA
-Y1- STA. 18+41.00
END TIP PROJECT U-5788
-Y1- STA. 17+90.00
END PAVING
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