20140264 Ver 1_Application_20140318

5
Attachment G: Low/Minimal Impact �ridge Project Data Sheet
TIP NtJ
WBS Element No. 41665.'1 C
County Wilkes
Bridqe Number 694
Description
Basin
Classification
Stream SIN
Size
12 Existin� Strucfiure Size
13 Suff. Rating
1� Proposed Structure Type ��_�
15 Size
�'6 Stream USACE {LF} _��_
17 i�CDWQ tmpacts (LF)
18 USACE Impacts (AG)
1g Wetlands Non 404 Impacts (AC�
2tJ CAMA Impacts (SF}
21 NC DWQ Buffers Impacts {SF)
22 Buf�er Applicaton Required (Y/N)
23 State Stormwater Permit Required (Y/N}
24 Habitat
25 T&E Species Present
26 Bio Conelusion
27 Moratorium Typ� ------
28 Dates
29 NativelHatchery
3a Traut Waters Trout Species Presen#
31 Trout Conditions (Y/N)
32 WRC Reviewer
33 CAMA AECs
34 Essential Fish Habitat
35 Nav. t�pening
36 USCG Permit
37 Historic Properties
38 Archaealogical Resources
39 Tribal Lands
4a 4(f� Resources
41 6(f) [�WCF� Resaurces
42 Wild and Scenic River
43 Federal Lands
44 TVA A rea
45 FEMA Buyout
�6 FEMA Fiood Study
47 USTs Haz Mats
48 Relocatees
�9 Location LAT
5Q LONG
51 Project Cornrnents � �
�
Completed by:
Replace Brg# 694
over N. Prang
Lewis Fork Creek
on SR �304
(Boone Trail Rd}
Yadkin
12-31-1-(7.5
Inland
3 2'
35'
35'
0
0
N/A
N/A
No
No
No
None
No Effect
None
N/A
N/A
None
N
M.Chambers
N/A
No
N/A
N/A
No
No
No
No
No
No
No
No
No
No
No
36.184071
-$1.3Q4163
Date:
Le (� Engineer ,� �
� ��_
a �> Date :
ision Environmental C)f ' er
�

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

DHV
D
T
V
=
=
=
=
=

%
%

DUAL
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
* TTST =

0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
P.E.
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
C
O
N
T
R
A
C
T
:
STATE HIGHWAY DESIGN ENGINEER
D
E
P
A
R
T
MEN
T
O
F TRA N S PORTA
T
I
O
N
S
T
A TEOFNORT
H
C AR
O
LI
N
A
L
B
SUBREGIONAL TIER
4
1020 20 40
24 4 8
GRADING, PAVING, DRAINAGE, SIGNING, AND STRUCTURE
2012 STANDARD SPECIFICATIONS
TOTAL LENGTH PROJECT

LENGTH STRUCTURES PROJECT

LENGTH ROADWAY PROJECT
= 0.076 MILES
= 0.017 MILES
= 0.063 MILES
ADT 2008 1400
60 MPH
9
/
10
/
2
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13
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4
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P
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C
T
:
DEAN D. HATFIELD, PE
WILLIAM E. TILLITT, PE
7
0
0
0
0
1
3
7
5
4 TO
NC
16
SR 1304 BOONE TRAIL
-L-
-
Y1-
P
AR
S
ON
VILLE

R
D
.
S
R

13
0
0

L
E
WIS

F
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K

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E
K
N
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T
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1
3
1
7
WILKES COUNTY
-L- POC Sta. 16+05.00
END PROJECT 41665.1C
41665.1C
4
1
6
6
5
.
1
C
-Y1- POT Sta. 10+50.00
END CONSTRUCTION
OVER NORTH PRONG LEWIS FORK CREEK
BRIDGE BRIDGE NO. 694 ON SR 1304 (BOONE TRAIL RD)
2
5
%

P
L
A
N
S
41665.1C
336-903-9220
BRIDGE PROGRAM MANAGER
HIGHWAY DIVISION 11
JAMI GUYNN
NCDOT CONTACT:
TO US 421
MINOR COLLECTOR
FUNC CLASS =
6% *
-L- POT Sta. 13+30.00
BEGIN BRIDGE
-L- POT Sta. 14+20.00
END BRIDGE
30 601530
VICINITY MAP
OFF-SITE DETOUR
NTS
See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
1353
1304
1308
1304
1352
1300
1317
1351
1304
1317
1317
Purlear
Boone Trl
B o o n e T r l
Parsonville
Rd
E ller R d
New Hope Rd
C C Hayes Rd
Ne
w
Ho
pe
Rd
Va
n
n
o
y M
a
xw
e
ll R
d
H
o
o
v
e
r M
o
u
n
ta
in
R
d
BEGIN
PROJECT
END
PROJECT
Loop RdStanton
ADT 2025 = 2800
TO THE LIMITS ESTABLISHED BY METHOD II.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
DEC. 17, 2013
-L- POT Sta. 11+80.00
BEGIN PROJECT 41665.1C
Prepared in the Office of:
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue, Suite 400
Raleigh, North Carolina 27605
License No.: F-0840
N
A
D

8
3
/
N
S
R
S

2
0
1
1
ENGINEER
SHEET NO.PROJECT REFERENCE NO.
1A
ROADWAY DESIGN
GENERAL NOTES ROADWAY ENGLISH STANDARD DRAWINGS
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$
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$
9
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13
10
:
10
:
2
2

A
M
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
INDEX OF SHEETS
REGISTERED ENGINEER
16003
SEAL
DE
A
ND.H TAFIELDE
N GINEER
LAN
OISSEFORPNORTHCAR
O
LIN
A
41665.1C
INDEX OF SHEETS
SHEET NUMBER SHEET
1 TITLE SHEET
1-A INDEX OF SHEETS, GENERAL NOTES, AND LIST OF
STANDARD DRAWINGS
1-B CONVENTIONAL SYMBOLS
WEDGING DETAILS
2 PAVEMENT SCHEDULE, TYPICAL SECTIONS, AND
3 SUMMARY OF QUANTITIES
PMP-1 THRU PMP-2 PAVEMENT MARKING PLANS
4 PLAN SHEET
X-1 THRU X-13 CROSS-SECTIONS
EC-1 THRU EC-2 EROSION CONTROL PLANS
UTLITIES BY OTHERS PLANSU0-1 THRU UO-2
1-C SURVEY CONTROL
5 PROFILE SHEET
UTLITIES CONSTRUCTION PLANSUC-1 THRU UC-6
TMP-1 THRU TMP-2 TRAFFIC MANAGEMENT PLANS
& SUMMARY OF DRAINAGE QUANTITIES
ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT.
RIGHT-OF-WAY MARKERS:
DUKE POWER, WILKES TELEPHONE, WEST WILKES WATER & CHARTER (CABLE)
UTILITY OWNERS ON THIS PROJECT ARE
UTILITIES:
APPROACHING A BRIDGE.
SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION
THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS, AND CROSS-
END BENTS:
WORK" IN ACCORDANCE WITH SECTION 104-7.
SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC WILL BE PAID FOR AS "EXTRA
TEMPORARY SHORING:
WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.
CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING
GUARDRAIL:
INVOLVED.
THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS
SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT.
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE
SIDE ROADS:
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01.
ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
SHOULDER CONSTRUCTION:
SECTIONS.
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD.
SUPERELEVATION:
METHOD II.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
CLEARING:
PROPER TIE-IN.
PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A
ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE
ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
GRADING AND SURFACING OR RESURFACING AND WIDENING:
REVISED: 11/01/11
EFFECTIVE: 01-17-12
GENERAL NOTES: 2012 SPECIFICATIONS
876.02 Guide for Rip Rap at Pipe Outlets
862.03 Structure Anchor Units
862.02 Guardrail Installation
862.01 Guardrail Placement
846.04 Drop Inlet Installation in Shoulder Berm Gutter
846.02 Drop Inlet Installation in Expressway Gutter
846.01 Concrete Curb, Gutter and Curb & Gutter
840.16 Drop Inlet Frame and Grates - for use with Std. Dwg 840.14 and 840.15
840.15 Brick Drop Inlet - 12" thru 30" Pipe
840.14 Concrete Drop Inlet - 12" thru 30" Pipe
DIVISION 8 - INCIDENTALS
560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I
DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
300.01 Method of Pipe Installation
DIVISION 3 - PIPE CULVERTS
225.04 Method of Obtaining Superelevation - Two Lane Pavement
200.02 Method of Clearing - Method II
DIVISION 2 - EARTHWORK
STD.NO. TITLE
and by reference hereby are considered a part of these plans:
N. C. Department of Transportation - Raleigh, N. C., Dated January, 2012 are applicable to this project
The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch -
2012 ROADWAY ENGLISH STANDARD DRAWINGS
3A SUMMARIES OF EARTHWORK, GUARDRAIL
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9
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13
10
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3

A
M
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Equality Symbol
Pavement Removal
Baseline Control Point
RIGHT OF WAY:
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
Proposed Control of Access
Proposed Right of Way Line
C
F
Existing Easement Line
Proposed Temporary Construction Easement
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Utility Easement
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;
z
v
W
K
Proposed Lateral, Tail, Head Ditch
False Sump
Proposed Cable Guiderail
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Paved Ditch Gutter
UTILITIES:
ROADS AND RELATED FEATURES:
Existing Power Pole
Proposed Power Pole
P
U/G Power Cable Hand Hole
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Booth
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}
T
p
Q
l
e
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
Recorded U/G Power Line
Recorded U/G Telephone Cable
Designated U/G Telephone Cable (S.U.E.*)
Recorded U/G Telephone Conduit
Designated U/G Telephone Conduit (S.U.E.*)
Recorded U/G Fiber Optics Cable
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
Recorded U/G Water Line
4
I
H
a
TV:
TV Satellite Dish
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
Recorded U/G TV Cable
Recorded U/G Fiber Optic Cable
Designated U/G Fiber Optic Cable (S.U.E.*)
r
|
I
]
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E.*)
d
o
A/G Water
Above Ground Gas Line
A/G Gas
Above Ground Water Line
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole O
F
S
3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
?
CONC
CONC WW
v
v
Drainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer Manhole m
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
g
F
123
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Area Outline
Gas Pump Vent or U/G Tank Cap
Church
School
Dam
Sign
Small Mine
Well
V
M
WW
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
S
FLOW
Designated U/G Power Line (S.U.E.*)
Designated U/G Fiber Optics Cable (S.U.E.*)
Designated U/G Water Line (S.U.E.*)
Designated U/G TV Cable (S.U.E.*)
Designated U/G Gas Line (S.U.E.*)
U/G Test Hole (S.U.E.*)
*S.U.E. = Subsurface Utility Engineering
WLB
EIP B
ECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cemetery
EXISTING STRUCTURES:
Parcel / Sequence Number
E
AATUR
End of Information E.O.I.
Note: Not to Scale
SHEET NO.PROJECT REFERENCE NO.
1B 41665.1C
Abandoned According to Utility Records
WLB
EAB
EPB
R
W
R
W
R
W
C
A
E
TDE
PDE
PUE
S
P
P
T
T
TC
TC
T FO
T FO
W
W
TV
TV
TV FO
TV FO
G
G
SS
FSS
FSS
?UTL
Jurisdictional Stream JS
0
4
/
1
6
/
1
1
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
Proposed Permanent Easement with
Iron Pin and Cap Marker
Proposed Temporary Utility Easement TUE
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite Marker
Proposed Right of Way Line with
DUEProposed Permanent Drainage / Utility Easement
AUEProposed Aerial Utility Easement
CRProposed Curb Ramp
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
UST
Known Soil Contamination: Area or Site
Potential Soil Contamination: Area or Site
R
E
V
IS
I
O
N
S

R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

PLANS
ROADWAYL
B 1001 Wade Avenue, Suite 400
Raleigh, NC 27605-3322
THE LOUIS BERGER GROUP, Inc.
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41665.1C
30'60'
1C
T
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BOON
E

T
RA
IL
SR 1304 BOONE TRAIL
S
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13
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P
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ONVILLE

R
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TO US 421
T
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16
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O NE
W H
OP
E
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D
. S
R
13
17 ****************************************
4 PRONG SYCAMORE TREE
BL STATION 7+57.00 190' LEFT
N 893967. E 1320207.
BM #1 ELEVATION = 1210.11
****************************************
S 88°10'53" E
238.77'
N

7
6
°2
7'
5
5
" W
2
8
4
.
6
0'
S

0
1°
13
'
0
9
"

W
7
5
.
6
8
'
N

7
6
°1
6'
1
9
" W
8
0
.
4
8'
S 78°00'00" W
236.45'
N 3 8 °3 0 '0 0 " E
3 3 0 .0 0 '
EIP
EIP
JIMMY RAY SHEETS
DB 813 PG 119
DB 1044 PG 262
D
B

6
8
7

P
G

6
5
3
DB 645 PG 497
DB 1109 PG 081
BRIAN KEITH HARROLD
DB 830 PG 225
DALE E. GOFORTH
DB 830 PG 228
DALE CHURCH
3
B
IL
L
IE

M
. M
A
N
G
U
M

HTR
WD
S
VACANT
1SF BUS
B
L
K

W
A
L
L
1S BK D
BST
B
S
T
BST
BST
CONC
W
D
WD
2 RAIL WD
B
S
T
DO NOT USE
USCGS E90
PATTI J. FARRINGTON, ET AL
MON
DEANNA ELLER SPEARS
BM #1
24.
00'
3
5
.
0
0
'
3
5
.0
0
'E
X
IS
T
IN
G

R
/
W
E
X
IS
T
IN
G

R
/
W
EXISTING R/W
EXISTING R/W
3
.
9
8
'
E
I
P

T
O

R
/
W
N

0
6
°5
1'0
3
"
E
10
.
2
8
'
N
2
3
°
1
0'
2
1"
W
9
7.
9
4'
N

0
3
°
0
6
'
0
8
"
E
3
2
2
.
9
8
'
E
X
IS
T
IN
G
R
/W
E
X
IS
T
IN
G
R
/W
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "GPS B694-2"
WITH NAD 83/NSRS 2011 STATE PLANE GRID COORDINATES OF
NORTHING: 893776.0297(ft) EASTING: 1320278.2243(ft)
ELEVATION: 1219.11(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.9999518302
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"GPS B694-2" TO -L- STATION IS

ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
SURVEY CONTROL SHEET
=========================================================================================
B6942 (GPS B694-2) N 893776.0297 E 1320278.2243 ELEV 1219.11 STA 8+31.98
Course from B6941 to B6942 S 88°53'47.11" E Dist 331.98
B6941 (GPS B694-1) N 893782.4238 E 1319946.3011 ELEV 1215.82 STA 5+00.00
=========================================================================================
NC GRID
NAD 83/NSRS 2011

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S
ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
N O RTH CAR
O
LIN
A
DE
A
N D.HATFIELD
P ROFESSIO
N AL
E
N GINEER
16003
SEAL
REGISTERED ENGINEER
N.T.S 2
PAVEMENT DESIGNC
PROJECT REFERENCE NO.
41665.1C
9/10/2013POINT
GRADE
L -L-
C1
T T
1
1
C1
U
C2 C1 D2 D1 E2
DEPTH
2.5" MIN.
DEPTH
4" MIN.
C
POINT
GRADE
L -L-
T T
C1
GROUND
ORIGINAL
HOLD EXIST. PAVEMENT EDGE & RESURFACE ONLY
-L- STA 11+10.00 TO -L- STA 11+58.00 RT
11'-0"11'-0"
0.02 0.02
U
E1GRADE TO THIS LINE
C2
11"
E1
TYPICAL SECTION No. 1
GROUND
ORIGINAL
GROUND
ORIGINAL
2:
1
M
A
X
6
:1
M
IN
(9' w/GR)
6'
0.08
2' F.D.P.S.
6'12'-0"
2:
1
6:1
0.08
2' F.D.P.S.
EXISTING PAVEMENT
20'
11"
GRADE TO THIS LINE
D1 D1
D1
METHOD OF WEDGING
DETAIL SHOWING
Note: Pavement edge slopes are 1:1 unless shown otherwise.
TYPICAL SECTION No. 2
GROUND
ORIGINAL
11'-0"11'-0"
0.02 0.02
GRADE TO THIS LINE
11"GROUND
ORIGINAL
GROUND
ORIGINAL
2:
1
M
A
X
6
:1
M
IN
(9' w/GR)
6'
0.08
2' F.D.P.S.
6'12'-0"
2:
1
6:1
0.08
2' F.D.P.S.
11"
GRADE TO THIS LINE
D1
E1
TYPICAL SECTION No. 3
-L- STA 15+50.00 TO -L- STA 16+80.00
-L- STA 11+10.00 TO -L- STA 11+60.00
-L- STA 14+20.00 (END BRIDGE) TO -L- STA 15+50.00
-L- STA 11+60.00 TO -L- STA 13+30.00 (BEGIN BRIDGE)
C1
E1
T
R1
2'-4"
GRADE TO THIS LINE
E2
ITEM DESCRIPTION
C2
C1
T
U
W
Earth Material
Existing Pavement
Var. Depth Asphalt Pavement
Average Rate of 168 lbs. Per sq. yard in each of two layers.
Prop. Approx 3.0" Asphalt Concrete Surface Course, Type S9.5B, at an
layers not less than 1.5" or greater than 2" in depth.
Average Rate of 112 lbs. Per sq. yard Per 1" Depth, to be placed in
Prop. Var. Depth Asphalt Concrete Surface Course, Type S9.5B, at an
in layers not less than 4" or greater than 5.5" in depth.
Average Rate of 114 lbs. Per sq. yard Per 1" Depth, to be placed
Prop. Var. Depth Asphalt Concrete Base Course, Type B25.0B, at an
E1
E2
Average Rate of 456 lbs. Per sq. yard.
Prop. Approx 4.0" Asphalt Concrete Base Course, Type B25.0B, at an
PAVEMENT SCHEDULE
D1 Average Rate of 456 lbs. Per sq. yard.
Prop. Approx 4.0" Asphalt Concrete Intermediate Course, Type I19.0B, at an
D2
layers not less than 2.5" or greater than 4.0" in depth.
Average Rate of 114 lbs. Per sq. yard Per 1" Depth, to be placed in
Prop. Var. Depth Asphalt Concrete Intermediate Course, Type I19.0B, at an
R1 Shoulder Berm Gutter
CL -L-
C2
POINT
GRADE

BARRIER RAIL (TYP.)
VERTICAL CONCRETE
0.02 0.02
SURFACE
ASPHALT WEARING
27'-10" TRAVEL LANE
10 PRESTRESSED CONCRETE CORED SLAB UNITS = 30'-0"
7" @ C BRG.L
3ƒ"3ƒ"
SHLD
2'-11"
TRAVEL LANE
11'-0"
TRAVEL LANE
11'-0"
SHLD
2'-11"
11"
0.02
1'-0"
M
A
T
C
H
L
I
N
E

A
-
A
M
A
T
C
H
L
I
N
E

A
-
A
SHOULDER BERM GUTTER
DETAIL A-A
M Var. Depth Milling (0" to 1.5")
-L- STA 11+10.00 TO -Y1- STA 11+10.00 LT
TYPICAL SECTIONS 1 & 2
TO BE USED IN CONJUNCTION WITH
M
A
T
C
H
L
I
N
E

A
-
A
-L- STA 13+30.00 (BEGIN BRIDGE) TO -L- STA 14+20.00 (END BRIDGE)
F.D.P.S.
1'-8"
2:1
MAX.
3
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
SUMMARY OF QUANTITIES
R
E
V
IS
I
O
N
S

SHEET NO.PROJECT REFERENCE NO.

PLANS
ROADWAYL
B 1001 Wade Avenue, Suite 400
Raleigh, NC 27605-3322
THE LOUIS BERGER GROUP, Inc.
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s

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n

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9
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41665.1C
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
3-A
STATIONSTATION
EXCAV.
UNCL.
+%
EMBANK.BORROW WASTE
SAY:
GRAND TOTALS:
PROJECT TOTALS:
-
-
-
--
--
-
-
-
-
-
-
-
-
-
-
-
-
-
-
---
-
-
-
-----
---
(IN CUBIC YARDS)
SUMMARY OF EARTHWORK
LOSS DUE TO CLEARING & GRUBBING
-
13+30.00
16+80.00
---
27
---
-
-L- 11+10.00
-L- 14+40.00
-
-
-
5 -
11 -
-
-
---
contract lump sum price for "Grading."
Fine Grading, and Clearing and Grubbing will be paid for at the
Note: Approximate quantities only. Unclassified Excavation,
43 -
-5 -
38 -
-40
11+00.00-Y1- 10+10.00
549
748
137
1434
544
737
110
1391
1434 1391
1395
INCIDENTAL STONE BASE 50 TON
CLASS IV SUBGRADE STABILIZATION 50 TON
GEOTEXTILE FOR SOIL STABILIZATION 50 SY
SELECT GRANULAR MATERIAL 50 CY
UNDERCUT EXCAVATION 50 CY
CONTINGENCY ITEMS
GUARDRAIL SUMMARY
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL.
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL.
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL.
LENGTH
SHOP
CURVED
DOUBLE
FACED
WARRANT POINT
APPROACH
END
TRAILING
END
DIST.
FROM
E.O.L.
TOTAL
SHOUL.
WIDTH
FLARE LENGTH
APPROACH TRAILING APPROACH TRAILING
END END END END
W ANCHORS
REMARKS
"N"
STRAIGHT
SURVEY
BEG. STA.END STA.LOCATION
XI
MOD
XI M-350 TYPE-III VI
MOD
B-77CAT-1 AT-1
TYPE 350
ATTENUATOR
IMPACT
GUARDRAIL
FACED
SINGLE
GUARDRAIL
EXISTING
REMOVE
GUARDRAIL
EXISTING
STOCKPILE
AND
REMOVE
EA G NG
G = GATING IMPACT ATTENUATOR TYPE 350
NG = NON-GATING IMPACT ATTENUATOR TYPE 350
LINE
LT
RT -
-
-
LT
RT
-
-
-
-
-Y1-/-L-
-L-
-L-
-L-14+40.00
14+40.00
12+61.25
10+60.00 13+30.00
13+30.00
15+71.25
15+71.25
-
-
-
-
3'
3'
6'
6'
-
-
-
-
-
-
-
-
-
-
-
-
-
1
-
-
-
-
1
1
-
-
-
--
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1
1
-
-
-
-
1
1
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-----------------------------
DEDUCTIONS FOR GUARDRAIL ANCHOR UNITS
TOTAL =
75'
DEDUCTIONS FOR GUARDRAIL ANCHOR UNITS
SUB-TOTAL
TOTAL
SAY
68.75'
350
GRAU
1
TYPE GRAU 350 3 @ 25.00' =75'
TYPE III 4 @ 18.75' =
1 @ 6.25' =6.25'
156.25'
156.25'
131.25'
131.25'
50'
418.75'
87.5'
262.5'
262.5'
AT-1
SIZE
STATION
S
T
R
U
C
TU
R
E

N
O
.
.
1
0
9
F
R
O
M
TO
LO
C
A
TIO
N

(
LT
,
R
T,

O
R
C
L)
12"15"18"24"30"36"42"48"
OR GAUGE
THICKNESS
T
O
P

E
LE
V
A
TIO
N
IN
V
E
R
T
E
LE
V
A
TIO
N
IN
V
E
R
T
E
LE
V
A
TIO
N
S
LO
P
E

C
RIT
IC
A
L
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER)
12"15"18"24"30"36"42"48"
.
0
7
9
D
.
I.

S
TD
.

8
4
0
.
14

O
R

S
TD
.

8
4
0
.
15
G
.
D
.
I.

T
YP
E

"
A
"

S
T
D
.

8
4
0
.
17

O
R

8
4
0
.
2
6
G
.
D
.
I.

TY
P
E

"
B
"

S
T
D
.

8
4
0
.
18

O
R

8
4
0
.
2
7
G
.
D
.
I.

TYP
E

"
D
"

S
TD
.

8
4
0
.
19

O
R

8
4
0
.
2
8
J
.
B
.

S
TD
.

8
4
0
.
3
1

O
R

8
4
0
.
3
2
G
.
D
.
I.

(N
.
S
.
)
F
R
A
M
E

W
IT
H

G
R
A
T
E

S
TD
.

8
4
0
.
2
4
D
.
I.

F
RA
M
E

&

G
RA
TE

S
T
D
.

8
4
0
.
16
C
O
N
C
.

&

B
R
IC
K

P
IP
E

P
LU
G
,

C
.
Y
.

S
TD
.

8
4
0
.
7
1
A B
Q
U
A
N
T
ITIE
S
F
O
R
D
R
A
IN
A
G
E
S
TRU
C
T
U
RE
S
ENDWALLS
R
.
C
.
P
.
C
.
S
.
P
.
P
E
R

E
A
C
H

(0
'

T
H
R
U

5
.
0
'
)
5
.
0
'

TH
R
U

10
.
0
'
10
.
0
'

A
N
D

A
B
O
V
E
*

T
O
T
A
L
L.
F
.

F
O
R
P
A
Y
Q
U
A
N
TITY
S
H
A
LL
B
E

C
O
L.
'
A
'

+

(
1.
3

X
C
O
L.
'
B
'
)
TYPE OF GRATE
FE GC
.
B
.

S
TD
.

8
4
0
.
0
1

O
R

S
T
D
.

8
4
0
.
0
2
ABBREVIATIONS
REMARKS
STANDARD 840.03
AND HOOD
FRAME, GRATES
CU. YDS.
*FT.
LIN.
C.B.
N.D.I.
D.I.
J.B.
M.H.
CATCH BASIN
NARROW DROP INLET
DROP INLET
JUNCTION BOX
MANHOLE
TRAFFIC BEARING DROP INLETT.B.D.I.
T.B.J.B.TRAFFIC BEARING JUNCTION BOX
STD. 838.80
OR
STD. 838.11
STD. 838.01,
OTHERWISE)
NOTED
(UNLESS
G.D.I.GRATED DROP INLET
G.D.I. (N.S.)
(NARROW SLOT)
GRATED DROP INLET
12"15"18"24"30"36"42"48"12"15"18"24"30"36"42"48"
C
O
N
C
.

C
O
LLA
RS

C
L.

"
B
"

C
.
Y.

S
T
D

8
4
0
.
7
2
(RCP, CSP, CAAP, HDPE, or PVC)
DRAINAGE PIPE
D
O

N
O
T

U
S
E

RC
P
D
O

N
O
T
U
S
E

C
S
P
D
O

N
O
T
U
S
E

C
A
A
P
D
O

N
O
T
U
S
E

H
D
P
E
C.S. PIPE
.
0
6
4
.
0
6
4
.
0
6
4
.
0
6
4
.
0
7
9
.
10
9
CLASS III
R.C. PIPE
CLASS IV
R.C. PIPE
*
*

"

R
.
C
.

P
IP
E

(C
LA
S
S

V
)
*
*
*"

R
.
C
.

P
IP
E

C
U
LV
E
R
T
S
,

C
O
N
TRA
C
TO
R

D
E
S
IG
N
*
*
*"

R
.
C
.

P
IP
E

C
U
LV
E
R
T
S
,

C
O
N
TRA
C
TO
R

D
E
S
IG
N
18
"

S
ID
E

D
R
A
IN

P
IP
E
S
E
C
T
IO
N
C
O
N
C
R
E
T
E

TR
A
S
ITIO
N
A
L
D
RO
P

IN
LE
T
C
A
TC
H

B
A
S
IN
G
.
D
.
I.

F
R
A
M
E

W
IT
H

G
RA
TE

S
T
D
.

8
4
0
.
2
0
G
.
D
.
I.

(N
.
S
.
)
F
R
A
M
E

W
IT
H

TW
O

G
RA
TE
S

S
TD
.

8
4
0
.
2
9
TB

G
.
D
.
I
S
T
D
.

8
4
0
.
3
5
F
.
E
.
S
.

F
LA
R
E
D

E
N
D

S
E
C
TIO
N

S
TD
C
O
N
V
E
RT

T
O

M
H
D
R
A
IN
A
G
E

P
IP
E

E
LB
O
W
S

N
O
.

&

S
IZ
E
D
RA
IN
A
G
E

P
IP
E

E
LB
O
W
S

N
O
.

&

S
IZ
E
P
IP
E

R
E
M
O
V
A
L
LIN
.

F
T.
SHEET TOTALS
SEE "STANDARDS SPECIFICATIONS FOR ROADS AND STRUCTURES, SECTION 300-5".
NOTE: INVERT ELEVATIONS INDICATED ARE FOR BID PURPOSES ONLY AND SHALL NOT BE USED FOR PROJECT CONSTRUCTION STAKEOUT.
G
.
D
.
I.

F
R
A
M
E

W
ITH

TW
O

G
R
A
T
E

S
T
D
.

8
4
0
.
2
2
-L- 14+61.5
-L- 14+61.5
-L- 13+05.0
'-L- 13+05.0
'-L- 12+38.0
-L- 12+28.1
-L- 12+20.0
-L- 11+06.1
RT
RT
RT
RT
RT
LT
LT
LT
0408
0407
0407
0406
0405
0405
0404
0404
0403
0403
0402
0402
0401
0401
0408
0406
0405
0402
0404
0402
1217.14
1215.47
1218.31
1219.00
1219.00
1221.00
1214.64
1214.86
1215.14
1215.83
1215.78
1217.83
1208.50
1208.5
1214.8
1214.80
1214.86
1215.78
1215.14
1215.78
245
11
67
11
42
114
20
20
6
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PLANS
ROADWAYL
B 1001 Wade Avenue, Suite 400
Raleigh, NC 27605-3322
THE LOUIS BERGER GROUP, Inc.
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DETAIL SHOWING BRIDGE/PAVEMENT RELATIONSHIP
2
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11'
11'
11'
11'
SEE SHEETS S-1 THRU S-xx FOR STRUCTURE PLANS
SEE SHEET 5 FOR PROFILE
-L- Sta. 13+18.00
APPROACH SLAB
-L- Sta. 13+30.00
BEGIN BRIDGE
TYPE III
TYPE III TYPE III
TYPE III
SBG SBG
-L- Sta. 14+32.00
APPROACH SLAB
-L- Sta. 14+20.00
END BRIDGE
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ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
REGISTERED ENGINEER
9/10/2013
REGISTERED ENGINEER
9/10/2013
PLANS
ROADWAYL
B 1001 Wade Avenue, Suite 400
Raleigh, NC 27605-3322
THE LOUIS BERGER GROUP, Inc.
0'60'30'
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BEGIN BRIDGE
AT-1
GRAU 350 GRAU 350
GRAU 350
-L-
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1-
P
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St
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11+
19.
8
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-Y1- POT Sta. 10+00.00 =
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-
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-L-
15
+
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CURVE DATA FOR -L-
PI Sta 15+69.24
D
L = 198.68'
T = 99.67'
R = 1,000.00'
Se = EXIST.
SBG
SBG
2
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'2
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-L- Sta. 14+20.00
END BRIDGE
-L- Sta. 14+32.00
APPROACH SLAB
TO STA. 15+15.00 RT.
SBG FROM STA. 14+32.00
-L- POC Sta. 16+05.00
END PROJECT 41665.1C
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Typ.
15.0'
2
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'
SBG
TO STA. 14+55.00 LT.
SBG FROM STA. 14+32.00
SBG
-Y1- POT Sta. 10+50.00
END CONSTRUCTION
-L- POT Sta. 11+80.00
BEGIN PROJECT 41665.1C
-L- POT Sta. 10+00.00
TO -L- 13+18.00 LT.
-Y1- 10+50.00 RT.
SBG FROM
TO 13+18.00 RT.
STA. 12+56.27
SBG FROM
30.00' LT
+00.00 -L-45.00' LT
+60.00 -L-
30.00' LT
+69.57 -L-
30.00' RT
+69.57 -L-
14.73' RT
+65.00 -Y1-
6
0
' R
/
W
48.00' RT
+69.57 -L-
46.59' RT
+50.72 -L-
48.63' RT
+53.51 -L-
EX. R/W
30.00' LT
40.00' LT
+05.00 -L-
EX. R/W
30.00' RT
+05.00 -L-
EX. R/W
30.00' RT
+50.00 -L-
EX. R/W
+80.73 -L-
EX. R/W
+22.27 -L-
T
T
T
T
6
8
18" RCP
INV=1214.99'INV=1212.38'
36" CMP48" CMP
#694
BRIDGE
SR 1304 BOONE TRAIL
TO US 421
TO
NC
16
S 88°10'53" E
238.77'
N
76°27
'55"
W
284
.60
'
S

0
1°
13
'
0
9
"

W
7
5
.
6
8
'
N
76°16
'19"
W
80
.48
'
S 78°00'00" W
236.45'
N
38°30'00" E
330.00'
EIP
EIP
JIMMY RAY SHEETS
DB 813 PG 119
DB 1044 PG 262
DB 687 PG 653
DB 645 PG 497
DB 1109 PG 081
BRIAN KEITH HARROLD
DB 830 PG 225
DALE E. GOFORTH
DB 830 PG 228
DALE CHURCH
W
HTR
WD
S
VACANT
1SF BUS
B
L
K

W
A
L
L
1S BK D
BST
WOODS
WOODS
GRASS
GRASS
CONC
W
D
WD
2 RAIL WD
B
S
TGR
GR
MON
3
5
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0
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EX
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R
/W
EX
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R
/W
EXISTING R/W
EXISTING R/W
3
.
9
8'
E
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N

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5
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E
10
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2
8
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N
2
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1"
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9
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N

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4 PRONG SYCAMORE TREE
BL STATION 7+57.00 190' LEFT
N 893967. E 1320207.
BM #1 ELEVATION = 1210.11
3
5
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20' BST
2
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GR
1
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12
' D
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WAY
PATTIE J. FARRINGTON
EUGENE T. MANGUM
DEANNA E. SPEARS
20
' BST
BOONE
TRAIL
SR
1304

AT-1
GRAU 350 GRAU 350
GRAU 350
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1,210
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1,218
1,222
1,226
1,230
1,206
1,194
1,198
1,202
1,206
1,210
1,214
1,218
1,222
1,226
1,230
14 15 16111213
1,194
1,198
1,202
1,206
1,210
1,214
1,218
1,230
1,226
1,222
1,218
1,214
1,210
1,206
10 11
SEE SHEET 4 FOR PLAN
SEE SHEET 4 FOR PLAN
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5
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HYDRAULICSROADWAY DESIGN
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REGISTERED ENGINEER
9/10/2013
THE LOUIS BERGER GROUP, Inc.
Raleigh, North Carolina 27605
L 1001 Wade Avenue, Suite 400B
REGISTERED ENGINEER
9/10/2013
41665.1C
PROPOSED GRADE
-L- Sta. 13+30.00
BEGIN BRIDGE
-L- Sta. 14+20.00
END BRIDGE
-L- Sta. 13+30.00
BEGIN BRIDGE
-L- Sta. 13+30.00
BEGIN BRIDGE
ELEV=1210.11'
190' LT
STA 7+57.00
BM#1 -BL-
N.W.S ELEV: 1198.19'
10/01/2012
=1,207.90'
=5,510 c.f.s.
=23.8 sq. mi.
=1,206.18'
=25 yr.
=3,950 c.f.s.
BASE HIGH WATER ELEVATION
BASE DISCHARGE (Q100)
DRAINAGE AREA
DESIGN HIGH WATER ELEVATION
FREQUENCY OF DESIGN FLOOD
DESIGN DISCHARGE
HYDRAULIC DATA
EST. 218 CY EXCAVATION
EL. = 1,215.85'
-L- STA. 13+10.00
BEGIN GRADEEXISTING GROUND
(-)0.5000%(+)4.0000%
DS = 30 MPH
K = 34
VC = 167'
EL = 1,214.85'
PI = 15+00.00
(-)0.5000%
-Y1- STA. 10+00.00
-L- STA. 12+40.06 =
-L- STA. 11+80.00 =
& RESURFACING
BEGIN WEDGING
EXISTING GROUND
PROPOSED GRADE
-Y1- STA. 10+50.00
END RESURFACE
-L- STA. 12+43.45 (11.00' LT)
-Y1- STA. 10+11.89 =
BEGIN RESURFACE
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
DRAWN BY :
CHECKED BY :
DATE :
DATE :
$$$$$$SYSTIME$$$$$
$$$$USERNAME$$$$
$$$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$
DATE :DESIGN ENGINEER OF RECORD:
S-

14+5013+50 14+0013+00
1200
1210
1220
1230
1190
(TYP.)
STRUCTURE
EXISTING
NORMAL
W. S. EL. 1198.2
(10/01/12)
Q100
SPAN A
(TYP.)
EXCAVATION
STRUCTURE
UNCLASSIFIED
FIX FIX
(TYP.)
NORMAL TO CAP
1:1 SLOPE
(TYP.)
RIP RAP
CLASS II
BEGIN APPROACH SLAB
STA. 13+17.88 -L-
TO SR 1300
BEGIN FRONT SLOPE
STA. 13+19.73 -L-
W.P. #1
STA. 13+28.88 -L-
FACE
FILL
W.P. #2
STA. 14+21.13 -L-
END APPROACH SLAB
STA. 14+32.13 -L-
TO SR 1351FACE
FILL
BEGIN FRONT SLOPE
STA. 14+30.14 -L-
-L-
SECTION ALONG -L-
LINE
NATURAL GROUND
APPROXIMATE
END BENT 1 END BENT 2
PLAN
(PILES NOT SHOWN FOR CLARITY)
STEEL PILES
(TYP.)
HP 12X53
46’-1"46’-1"
92’-3" (FILL FACE TO FILL FACE)
BRIDGE IDENTITY
STA. 13+75.00 -L-
FILL FACE END BENT 1
GRADE PT. EL. 1215.71
STA. 13+28.88 -L-
GRADE PT. EL. 1215.75
STA. 13+19.73 -L-
BEGIN FRONT SLOPE
FILL FACE END BENT 2
BEGIN FRONT SLOPE
GRADE PT. EL. 1215.25
STA. 14+21.13 -L-
GRADE PT. EL. 1215.22
STA. 14+30.14 -L-
EL. 1208.57
EL. 1214.36
FEMA Q100
1’-0"
(TYP.)
GRADE DATA
+4.000%
-0.5000%
VC=167’
EL. 1214.85
PI = 15+00.00 -L-
RIP RAP
CLASS II RIP RAP
CLASS II
T. H. CARROLL 1/15/14
41665.1C
WILKES
13+75.00 -L-
GENERAL DRAWING

SEAL
23371

N
ORTH CAR
O
LINA
P R OFESSIONA
L

E
NG
INEER

LETAP .A LU
PIV
REPLACES BRIDGE NO. 694
N
O
R
T
H
P
R
O
N
G
L
E
WI
S
F
O
R
K
C
R
E
E
K
1’-7" BERM
(TYP.)
E
L. 12
16
.0
|E
L.
1
2
1
6
.
0|
EL. 1215.0|
EL. 1215.0|
E
L. 119
8
.0
|
E
L. 119
7
.0
|
E
L.
1
2
0
1.
0|E
L. 12
0
2
.0
|
ELEV. 1212.24
LOW CHORD
ELEV. 1211.80
LOW CHORD
(TYP.)
90-00’-00"
EARTH BERM
1’-0" MIN.
EARTH BERM
1’-0" MIN.
(LEVEL)
EL. 1207.15
(LEVEL)
EL. 1206.71
SLOPE
1:1
SLOPE
1:1
TO CAP
NORMALTO CAP
NORMAL
BETWEEN SR 1300 & SR 1351
ON SR 1304 (BOONE TRAIL)
PRONG LEWIS FORK CREEK
FOR BRIDGE OVER NORTH
SHEET 1 OF 2
EL. 1202.83
CUTOFF AT
ABUTMENT
EXISTING
E
L.
1
1
9
8.
0|
ARE THE AS-BUILT PLANS
I HEREBY CERTIFY THESE PLANS
1/16/14V. A. PATEL
V. A. PATEL
RIP RAP
CLASS II
(TYP.)
1:1
RIP RAP
CLASS B
2
’
-
0
"
(
M
I
N
.
)
STREAM BED
SURFACE
WATER
NORMAL
1
’
-
0
"
(
M
I
N
.
)
NO
TEMPORARY ROCK CAUSEWAY
DETAIL OF
VARIES
(TYP.)
STRUCTURE
EXISTING
ROCK CAUSEWAY
TEMPORARY
ACCESS ROAD
ROCK CAUSEWAY
TEMPORARY
RIP RAP
* CLASS II
PLACE AFTER REMOVAL OF THE TEMPORARY CAUSEWAY
* RIP RAP IN THE HATCHED AREA WILL STAY IN
RIP RAP
* CLASS II
Project Tracking No.:

“No ARCHAEOLOGY SURVEY REQUIRED” form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
1 of 8
12-12-0011

NO ARCHAEOLOGICAL SURVEY REQUIRED FORM
This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not
valid for Historic Architecture and Landscapes. You must consult separately with the
Historic Architecture and Landscapes Group.

PROJECT INFORMATION

Project No: 41665.1C County: Wilkes
WBS No: 41665.1C Document: Minimum Criteria Sheet
F.A. No: n/a Funding: State Federal
Federal Permit Required? Yes No Permit Type: NWP# 3

Project Description:
The project calls for the replacement of Bridge No. 694 on SR 1304 (Boone Trail) over North Prong
Lewis Fork in Wilkes County. The archaeological Area of Potential Effects (APE) for the project is
defined as a 400-foot (121.92 m) long corridor running 200 feet (60.96 m) east and 200 feet (60.96 m)
west along SR 1304 from the center of Bridge No. 694. The corridor is approximately 100 feet (30.48 m)
wide extending 50 feet (15.24 m) on either side of the road from its present center.

SUMMARY OF CULTURAL RESOURCES REVIEW

Brief description of review activities, results of review, and conclusions:

Bridge No. 694 is west of North Wilkesboro and north of the Kerr Scott Reservoir in the western half of
Wilkes County, North Carolina. The project area is plotted near the center of the Purlear USGS 7.5'
topographic quadrangle (Figure 1).

A map review and site file search was conducted at the Office of State Archaeology (OSA) on December
14, 2012. No previously recorded archaeological sites have been identified within or adjacent to the APE,
and no sites have been reported within a mile radius of bridge. In addition, no existing National Register
of Historic Places (NRHP), State Study Listed (SL), Locally Designated (LD), Determined Eligible (DE),
or Surveyed Site (SS) properties are within or adjacent to the archaeological APE according to the North
Carolina State Historic Preservation Office online data base (HPOWEB 2012). Topographic maps,
USDA soil survey maps, aerial photographs (NC One Map), historic maps (North Carolina maps
website), and Google’s Street View application were utilized to gage environmental factors that may have
contributed to prehistoric or historic settlement within the project limits and to assess the level of ground
disturbance.

Bridge No. 694 and SR 1304 cross North Prong Lewis Fork roughly east to west (Figure 2). The stream
flows south into Lewis Fork and eventually into the Kerr Scott Reservoir (Yadkin River). These
waterways are part of the Yadkin-Pee Dee drainage basin. The APE is situated on the North Prong Lewis
Fork floodplain east of the stream and along hillside to the west. The area is mostly open with residential
properties and small fields. The roadway is elevated on an earthen embankment within the floodplain and
SR 1300 (Parsonville Road) intersects with SR 1304 just west of the bridge. Ground disturbance is
minimal within the floodplain, but heavier on the residential properties to the west. Disturbances include
buried utility lines, ditches, grading of the hillside, and the intersection.

Project Tracking No.:

“No ARCHAEOLOGY SURVEY REQUIRED” form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
2 of 8
12-12-0011
According to the USDA soil survey map, the APE encompasses only two soil series (Figure 3). The
floodplain is made up of Chewacla loam (CkA). This series is poorly drained, nearly level, and subject to
frequent flooding for brief periods. The high water table is at 0.5 to 1.5 feet (15 to 46 cm) below the
surface. Persistent wetness and flooding make this series undesirable for settlement activities. The
hillside is composed of Masada sandy clay loam (MaB2). The Masada series is considered well drained
with slope between 2 to 8 percent, but it is moderately eroded with only a thin surface layer. Often this
layer is mixed with subsoil because of tillage. However due to grading within the project limits, it is very
likely much if not all of the surface layer has been removed. Although this series typically has the
potential to contain intact deposits, previous ground disturbances have likely impacted the integrity of any
possible sites present.

A review of the site files show that no archaeological investigations have been carried out in the vicinity
of the bridge, and no sites have been identified. The nearest investigations were conducted over a mile
away to the south. Although work is needed in the area to better understand settlement patterns in this
section of the county, poor soils and ground disturbance within the APE are unlikely to yield the
necessary results.

A historic map review was also conducted. Most early maps from the 18th and 19th centuries provide
only general details concerning the region illustrating just major roads and settlements. The 1891 USGS
Wilkesboro map is one of the first in which an approximate location for the bridge can be determined
(Figure 4). Although this map shows no structures, it still provides useful information by depicting no
road or crossing within or near the project location. Later maps such as the 1918 Wilkes County soil
survey shows neighboring SR 1300 and a lone structure to the east of the stream (Figure 5). Hays Mill is
plotted well north of the current bridge. Although no crossing or road similar to SR 1304 is shown, it is
probable a farm road was present leading to the single structure in the east. This structure is likely
insignificant and outside of the APE. By 1930, the State Highway map for Wilkes County plots a road
similar to SR 1304 and Bridge No. 694, but again no structures are shown on this map (Figure 6).
Finally, the 1938 Wilkes County State Highway map illustrates a modern picture of the surrounding area
(Figure 7). Many of the current buildings are shown including the residential properties to the west. It is
likely that the structure from the 1918 soil map is plotted northeast of the bridge on this map as well.
From this review, the historic maps suggest that no former structures were once located within the APE,
and no significant historic deposits should be encountered.

Brief Explanation of why the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE:

The defined archaeological APE for the proposed replacement of Bridge No. 694 is located on the North
Prong Lewis Fork floodplain and along a hillside. It is unlikely intact and significant archaeological
deposits will be present in this area. This is primarily due to persistently wet soils in the floodplain and
ground disturbance along the hillside. Disturbance includes ditches, buried utilities, and grading. Also,
the historic maps suggest no significant archaeological deposits from former historic structures are within
or near the project limits. As long as impacts to the subsurface occur within the defined APE, no further
archaeological work is recommended for the replacement of Bridge No. 694 in Wilkes County. If
construction should affect subsurface areas beyond the defined APE, further archaeological consultation
might be necessary.

Project Tracking No.:

“No ARCHAEOLOGY SURVEY REQUIRED” form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
3 of 8
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SUPPORT DOCUMENTATION
See attached: Map(s) Previous Survey Info Photos Correspondence
Photocopy of County Survey Notes Other: Images from historic maps

FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGY SURVEY REQUIRED

12/17/12
C. Damon Jones Date
NCDOT ARCHAEOLOGIST II

Project Tracking No.:

“No ARCHAEOLOGY SURVEY REQUIRED” form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
4 of 8
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Figure 1. Topographic Setting of the Project Area, Purlear (1966), NC, USGS 7.5′ Topographic
Quadrangle.

Project Tracking No.:

“No ARCHAEOLOGY SURVEY REQUIRED” form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
5 of 8
12-12-0011

Figure 2. Aerial photograph of the APE showing development and landforms within and near the project
area.

Project Tracking No.:

“No ARCHAEOLOGY SURVEY REQUIRED” form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
6 of 8
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Figure 3. Aerial photograph of the APE showing development and soils within and near the project area.

Project Tracking No.:

“No ARCHAEOLOGY SURVEY REQUIRED” form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
7 of 8
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Figure 4. The 1891 USGS Wilkesboro topographic map showing the approximate location of the project
area.

Figure 5. The 1918 Wilkes County soil survey map showing the location of the project area.

Project Tracking No.:

“No ARCHAEOLOGY SURVEY REQUIRED” form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
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Figure 6. The 1930 State Highway map for Wilkes County showing the location of the project area.

Figure 7. The 1938 State Highway and Public Works Commission map for Wilkes County showing the
location of the project area.
5
Attachment G: Low/Minimal Impact �ridge Project Data Sheet
TIP NtJ
WBS Element No. 41665.'1 C
County Wilkes
Bridqe Number 694
Description
Basin
Classification
Stream SIN
Size
12 Existin� Strucfiure Size
13 Suff. Rating
1� Proposed Structure Type ��_�
15 Size
�'6 Stream USACE {LF} _��_
17 i�CDWQ tmpacts (LF)
18 USACE Impacts (AG)
1g Wetlands Non 404 Impacts (AC�
2tJ CAMA Impacts (SF}
21 NC DWQ Buffers Impacts {SF)
22 Buf�er Applicaton Required (Y/N)
23 State Stormwater Permit Required (Y/N}
24 Habitat
25 T&E Species Present
26 Bio Conelusion
27 Moratorium Typ� ------
28 Dates
29 NativelHatchery
3a Traut Waters Trout Species Presen#
31 Trout Conditions (Y/N)
32 WRC Reviewer
33 CAMA AECs
34 Essential Fish Habitat
35 Nav. t�pening
36 USCG Permit
37 Historic Properties
38 Archaealogical Resources
39 Tribal Lands
4a 4(f� Resources
41 6(f) [�WCF� Resaurces
42 Wild and Scenic River
43 Federal Lands
44 TVA A rea
45 FEMA Buyout
�6 FEMA Fiood Study
47 USTs Haz Mats
48 Relocatees
�9 Location LAT
5Q LONG
51 Project Cornrnents � �
�
Completed by:
Replace Brg# 694
over N. Prang
Lewis Fork Creek
on SR �304
(Boone Trail Rd}
Yadkin
12-31-1-(7.5
Inland
3 2'
35'
35'
0
0
N/A
N/A
No
No
No
None
No Effect
None
N/A
N/A
None
N
M.Chambers
N/A
No
N/A
N/A
No
No
No
No
No
No
No
No
No
No
No
36.184071
-$1.3Q4163
Date:
Le (� Engineer ,� �
� ��_
a �> Date :
ision Environmental C)f ' er
�