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This electronic collection of documents is provided
for the convenience of the user
and is Not a Certified Document –
The documents contained herein were originally issued
and sealed by the individuals whose names and license
numbers appear on each page, on the dates appearing
with their signature on that page.
This file or an individual page
shall not be considered a certified document.
-
***********************************
BM#1 RR SPIKE IN BASE OF 16" OAK
BL STATION 13+84.00 97 RIGHT
N 1018426 E 2545910
373 ELEVATION = 17.25
***********************************
-L- STA. 13+31.32
BEGIN BRIDGE APPROACH SLAB
-L- STA. 13+43.32
BEGIN BRIDGE
-L- SR 1311 (BOONES BRIDGE RD.)
-L- STA. 10+50.00
BEGIN STATE PROJECT B-5603
-L- STA. 18+00.00
END TIP PROJECT B-5603
DREWERY RD.TO SR 1312
VAUGHAN CREEK Rd. TO SR 1351
SR 13
12
DRE
WER
Y
RD
-L- STA. 15+60.69
END BRIDGE APPROACH SLAB
-L- STA. 15+48.69
END BRIDGE
=
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
NO.TOTALSHEETS
N.C.SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
09/08/99
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
0
00
6/21/
2018
R:\
Road
way\
Proj\
Hertf
ord 13
7_
RD
Y_
TS
H.d
gn
em
artin
CO
NT
RA
CT:
TIP P
ROJE
CT:
AR
TM
E
N
N
A
S
O H
DE
P
TOF TRA
SPO
RT
TIO
N
TA
TE
OFN RT
CA
RO
LIN
A
RIGHT OF WAY DATE:
LETTING DATE:
2012 STANDARD SPECIFICATIONS
Prepared for:
NCDOT CONTACT
Prepared by:
ROADWAY PROJECT DESIGN ENGINEER
PROJECT MANAGER
L. KEVIN AUSTIN, PE
STEPHEN C. BROWDE, PE
SUB REGIONAL TIER
0 50 10050 25
00 1005050 25
000 10 20510
HERTFORD COUNTY
GRADING, DRAINAGE, PAVING AND STRUCTURE
= 0.103 MILES
= 0.039 MILES
= 0.142 MILES
REPLACEMENT OF BRIDGE 137 OVER
SR 1311 (BOONES BRIDGE RD.)
B-5603
LENGTH ROADWAY STATE PROJECT B-5603
LENGTH STRUCTURES STATE PROJECT B-5603
TOTAL LENGTH STATE PROJECT B-5603
NA 2011
NA
D 83/
B-5603
MCHERRIN RIVER OVERFLOW ON
DIVISION 1HIGHWAY
Edenton, NC 27932113 Airport Drive, Suite 100
PE
See Sheet 1-A For Index of Sheets
ADT 2012 270
1351
1361
1356
1311
1351
1352
1351
1362
1363
1364
1364
158
158
BUS
258
158
BUS
Creek Rd.
Vaughn
Creek R
d
Vaughn
MEHERRINRIVER
BoonesBridge Rd
Boones
Bridge R
d
State
sville R
d
Statesville R
d
Virginia Blvd
CrossroadsBarretts
Murfreesboro
Gatling R
d
Spiers Rd
Edwin Eva
ns
Rd
W Main St E Main St
Wise
Store R
d
Vaughn
Mill Rd
Store R
dWise
1311
1311
1311
1312
Dre
wery R
d
MAY 2017
FUNC CLASS = LOCAL
CONST.
45558.1.1
DA00429
45558.3.1
AUGUST 29, 2018
10
15
VICINITY MAP(NOT TO SCALE)
DETOUR ROUTE (APPROXIMATE LENGTH = 22 MILES)
VICINITY MAP(NOT TO SCALE)
DETOUR ROUTE (APPROXIMATE LENGTH = 22 MILES)
(BRIDGE #137)
PROJECT LOCATION
VIRGINIA
COUNTY
HERTFORDNORTHAMPTON
COUNTY
VIRGINIA
(BRIDGE #137)
LOCATION
PROJECT
1537
1364
1363
1364
1362
1360
1361
1359
1352
1354
1351
1355
1350
1334
1349
1333
1356
1357
1360
1358
1351
1356
1353
1360
1562
1561
Boykins
Rd.
Princeton
Farm
Rd.
Will
Steph
enso
n Rd.
Sta
nle
y
Barn
es
Rd.
Horne Rd.
Vaughan
Creek
Rd.
Juic
yFruit
Rd.
Boone’s
Bridge
Rd.
Church
Rd.
Watson
Rd.
Edwards
Rd.
Royal
Watso
n
Rd.
Rd.
Wills
Hare
Rd.
-
Vaughan
Creek
Rd.
Rd.
Rd.
TurkeyBranch
Rd.
Barrett
Cabin
Rd.
Barrett
Cabin
Rd.
Horn
e
Farm
Rd.
Wats
on
Mill
Rd.
Rd.
Ashle
y’s
DECHARMARNEL DR
PINERIDGE LN
JER
RY C
HIT
TY L
N
PA
RK
ER RID
GE R
D
STEPHENSON AVE
N W
AT
ER S
T
FO
R S
T
N W
AT
ER S
T
CO
MM
UNIT
Y S
T
BA
RN
ES S
T
COMM
UNITY ST
WA
RE
HO
US
E S
T
MILLS ST
MAIN S
T
WATSO
N S
T
WATSO
N S
T
WATSO
N S
T
JOH
NSO
N ST
WHITE ST WHITE ST WHITE ST
MAIN ST MAIN ST MAIN ST MAIN ST
CH
UR
CH S
T
S W
AT
ER S
T
SOUTH ST
VIRCAR ST
STEPHENSO
N S
T
NEW ST
SOUTH ST
S W
ATE
R S
T
CH
UR
CH S
T
Com
munity
St.
Steph-
enso
n
St.S
t.
WhiteSt.
Barnes
St.
Ford
St.
St.
Water
Mil St.
SouthSt.New St.
Church
RIVE
R
MEHERRIN
RIV
ER
Kirb
ys
Creek
Creek
Kirbys
Creek
1.3
5
1.9
6
1.21
1.53
1.34
1.50
1.35
1.19
1.40
1.90
.99
3.0
2
.25
.37
.31
.45
.31
.33
1.5
7
1.52
.40
.61
.48
.30
.44
.37
.09
2.0
8
.25
.38
Railroad
.23
.09
.22
.46
.54
.96.10
.271.00
1.3
5
.34
.37
158
BUS158
158
35
Futrell
Main St.
Church R
d.
.60
.44
.24
.59
.08
158
C144
P1
P11
E Main St
E Main StW Main St
Virginia Blvd
Beach
wood Blvd
St
S 5th
Ln
Merchants
Dr
Woodland
Ave
Merrim
an
Murfreesboro
Pop. 2,408
CrossroadsBarretts
StoreBritts
Foushee Raile
y R
d
Win
d B
orne Mill R
d
Buckhorn C
hurc
h R
d
Spiers Rd
Whitley R
d
Barham R
d
Statesville R
d
Statesville R
dState
sville R
d
Statesville R
d
Hill F
erry R
d
Hill Ferry R
d
Ebo Rd
Ebo Rd
Parkers Ferry Rd
Boones Bridge R
d
Boones Bridge Rd
Boones Bridge Rd
Boones Brid
ge R
d
Countr
y F
arm R
d
Gatling R
d
Edwin Eva
ns
Rd
Tarheel R
d
Murphy Rd
Park Rd
Brantville
Dre
wery R
d
Woodland R
d
Hare
wood R
d
Mapleton R
d
Mapleton Rd
Willia
m Fis
hery R
d
Eleytown
Rd
Vaughn Mill Rd
Vaughn Mill
Rd
Vaughn Creek R
d
Wise Store R
d
Wise Store R
d
Rose R
d
Unio
n St
Storey R
d
West Rd
Gard
ner R
d
South R
d
Sprin
g Bra
nch R
d
Murfree Ave
Washingto
n R
d
Rhue Rd
Lance Rd
Carver Park R
d
Meherrin Ln
Bowles Pl
Cooper
Ln
Bynu
m Dr
Garner Rd
GarnerLn
Robert Gatlin Ln
S W
ynn St
Buena Vista Rd
Woodrid
ge M
hp
Pinetop C
ir
Leaf S
t
Tim
ber L
n
Old U
S H
wy 25
8
E-Street Cir
E-Street Cir
E-Stre
et CirD
rum St
Chief St
Brav
e St
Raleigh Rd
E High St
E High StW High St
Scott St
New St
Boyette St
River St
Dia
mond St Parksid
e D
r
E Vance St
E Vance St
E Broad StE Broad StW Broad StW
est S
t
La
wrence St
Jay Trl
Jay Trl
Jay Trl
Jay Trl
Hellen Cir
Co
mm
erce St
Darlene St
Nadine StNorth St
Williams St
College St
Colle
ge St
Sewell St
Hillside
St
CottonSt
Hassell Dr
S 4th St
S 4th St
S 3rd St
S 2
nd St
N 2
nd S
t
N 3rd S
t
N 4th S
t
N 5th S
t
Cho
wan
St
Syca
more StM
unicip
al
Cedar StEast S
t
1st S
t
Hart St
Major Billy Hill Dr
Moore St
Holly Hill Rd
Woodland Dr
Lib
erty S
T
Win
der St
Lake Vie
w D
rLake Vie
w D
r
Franklin
Dr
Fra
nklin Dr
Pecan D
r
Carolina Dr Woodrid
ge Dr
Sprin
gLake
Rd
Forest Cir
Dog
wood D
r
Wood ridge Dr
258
258
258
158
BUS
158
BUS
158
BUS
158
BUS
.76
1.00
.68
3.25
1.26
1.28
1.5
6
1.07
.20
.99
.69
.75
.35
.29
2.17
.26
2.05
1.00
.04
1.86
.03
2.50
.12 .25
.15
.40
2.79
1.54
1.56
.53
1.04
1.7
1
.67
.01
1.36
.31
1.2
3
1.03
1.3
1
.17
.09
.18
.22
.15
.21
1.3
6
1.0
3
.64
.59
1.0
5
.14 .10
.05
.07.1
0.10
.62.49.58
.08.04
.47
.22
.69
.12
.50
.75
.06
.19
1.0
0
.30
.29
.59
.48
.43
.69
.12
.12
.06
.18
.04
.07
.06
.15
.07.06
.19Oak R
d
EGI E
ES
L
OI
SEAL
NN E
R
PR
OFSION
A
NORT
HCAR LNA
15759 ED
WO
RB .C NE
H
PE
TS
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
039102
B
AND T. BA
RH
MR A
NO
DocuSign Envelope ID: 04D761DF-8E64-43EA-A802-81FA5A585A0B
6/22/2018
6/22/2018
-
ENGINEER
SHEET NO.PROJECT REFERENCE NO.
B-5603
6/21/
2018
R:\
Road
way\
Proj\
Hertford 137_
RD
Y_1A
&1B.d
gn
emartin
8/17/99
ROADWAY DESIGN
1A
INDEX OF SHEETS STANDARD SPECIFICATIONS LIST OF STANDARD DRAWINGS
SHEET # DESCRIPTION
INDEX OF SHEETS, GENERAL NOTES, AND LIST OF STANDARDS
STATE OF NORTH CAROLINADIVISION OF HIGHWAYS
ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY OTHERS.
RIGHT-OF-WAY MARKERS:
OR EXCAVATION APPROACHING A BRIDGE.
CROSS-SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT
THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS, AND
END BENTS:
SHOULD MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR
SUBSURFACE PLANS:
CONSULT WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.
CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING
GUARDRAIL:
FOR THE PARTICULAR ITEMS INVOLVED.
THIS PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE
SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING
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:
SHOWN ON THE TYPICAL SECTIONS.
ON THE PLANS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS
STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH
SUPERELEVATION:
METHOD II.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
CLEARING:
DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
GRADING AND SURFACING:
GRADE LINE:
REVISED:
EFFECTIVE: 01-16-2018
GENERAL NOTES: 2018 SPECIFICATIONS
Guide for Rip Rap at Pipe Outlets876.02
Drop Inlet Installation in Shoulder Berm Gutter846.04
Concrete Curb, Gutter and Curb & Gutter846.01
and Grates
Traffic Bearing Grated Drop Inlet - for Cast Iron Double Frame840.35
Frames and Narrow Slot Flat Grates840.29
Concrete Grated Drop Inlet Type ’B’ - 12" thru 36" Pipe840.18
Concrete Base Pad for Drainage Structures840.00
DIVISION 8 - INCIDENTALS
Pavement Repairs654.01
DIVISION 6 - ASPHALT BASES AND PAVEMENTS
Curve - Method I
Method of Shoulder Construction - High Side of Superelevated 560.01
DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
Reinforced Bridge Approach Fills - Type II Modified Approach Fill422.02
DIVISION 4 - MAJOR STRUCTURES
Method of Pipe Installation 300.01
DIVISION 3 - PIPE CULVERTS
Method of Obtaining Superelevation - Two Lane Pavement225.04
Guide for Grading Subgrade - Secondary and Local225.02
Method of Clearing - Method II200.02
DIVISION 2 - EARTHWORK
STD.NO. TITLE
reference hereby are considered a part of these plans:
N. C., Dated January, 2018 are applicable to this project and by
Highway Design Branch - N. C. Department of Transportation - Raleigh,
The following Roadway Standards as appear in "Roadway Standard Drawings"
2018 ROADWAY ENGLISH STANDARD DRAWINGS
REV.
EFF. 01-16-2018
STRUCTURE PLANSS-1 THRU S-22
CROSS-SECTIONSX-1 THRU X-8
EROSION CONTROL PLANSEC-1 THRU EC-5
TRANSPORTATION MANAGEMENT PLANTMP-1
PLAN & PROFILE SHEETS4 THRU 5
SUMMARY OF DRAINAGE3D-1
PAVEMENT REMOVAL & SHOULDER BERM GUTTER
SUMMARIES OF GUARDRAIL, EARTHWORK, ASPHALT 3B-1
DETAILS FOR STRUCTURE ANCHOR UNITS2C-1
PAVEMENT SCHEDULE AND TYPICAL SECTIONS2A-1 THRU 2A-2
SURVEY CONTROL SHEETS1C-1 THRU 1C-2
CONVENTIONAL PLAN SHEET SYMBOLS1B
DRAWINGS
INDEX OF SHEETS, GENERAL NOTES, & LIST OF STANDARD 1A
TITLE SHEET1
EGI E
ES
L
OI
SEAL
NN E
R
PR
OFSION
A
NORT
HCAR LNA
15759 ED
WO
RB .C NE
H
PE
TS
DocuSign Envelope ID: 04D761DF-8E64-43EA-A802-81FA5A585A0B
6/22/2018
-
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
KProposed 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 Pedestal
U/G Telephone Cable Hand Hole
R
}
T
p
Q
l
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
4
I
H
a
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
|
I]
GAS:
Gas Valve
Gas Meter n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
d
o
A/G Water
Above Ground Gas LineA/G Gas
Above Ground Water Line
Above Ground Sanitary SewerA/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole OF
S3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
?
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
*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.
SHEET NO.PROJECT REFERENCE NO.
1BB-5603
Abandoned According to Utility Records
WLB
EAB
EPB
RW
RW
RW
CA
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
04/06/15
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
DUEProposed Permanent Drainage / Utility Easement
AUEProposed Aerial Utility Easement
CRProposed Curb Ramp
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
Concrete or Granite R/W Marker
Proposed Right of Way Line with
CA Concrete C/A Marker
Proposed Control of Access Line with
HPBExisting Historic Property Boundary
U/G Power Line LOS B (S.U.E.*)
U/G Power Line LOS C (S.U.E.*)
U/G Power Line LOS D (S.U.E.*)
P
U/G Telephone Cable LOS B (S.U.E.*)
U/G Telephone Cable LOS C (S.U.E.*)
U/G Telephone Cable LOS D (S.U.E.*)
T
U/G Telephone Conduit LOS B (S.U.E.*)
U/G Telephone Conduit LOS C (S.U.E.*)
U/G Telephone Conduit LOS D (S.U.E.*)
TC
U/G Fiber Optics Cable LOS B (S.U.E.*)
U/G Fiber Optics Cable LOS C (S.U.E.*)
U/G Fiber Optics Cable LOS D (S.U.E.*)
T FO
U/G Water Line LOS B (S.U.E*)
U/G Water Line LOS C (S.U.E*)
U/G Water Line LOS D (S.U.E*)
W
U/G TV Cable LOS B (S.U.E.*)
U/G TV Cable LOS C (S.U.E.*)
U/G TV Cable LOS D (S.U.E.*)
TV
U/G Fiber Optic Cable LOS B (S.U.E.*)
U/G Fiber Optic Cable LOS C (S.U.E.*)
U/G Fiber Optic Cable LOS D (S.U.E.*)
TV FO
U/G Gas Line LOS B (S.U.E.*)
U/G Gas Line LOS C (S.U.E.*)
U/G Gas Line LOS D (S.U.E.*)
G
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
SS Forced Main Line LOS D (S.U.E.*)
FSS
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Test Hole LOS A (S.U.E.*)
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
Note: Not to Scale
UST
Contaminated Site: Known or Potential
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
DocuSign Envelope ID: 04D761DF-8E64-43EA-A802-81FA5A585A0B
-
PO
T
Sta. 10
+00.0
0
10
PC Sta. 10
+81.3
4
PT
Sta. 11+
94.4
2
PO
T
Sta. 18
+71.66
-L- -L-
NC GRIDNAD 83 NA 2011
NOTE: DRAWING NOT TO SCALE
INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL
BY THE NCDOT LOCATION AND SURVEYS UNIT.
PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
NOTES:
PROJECT CONTROL DATA AT:
THE FILES TO BE FOUND ARE AS FOLLOWS:
SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER
INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
HTTP://WWW.NCDOT.GOV/DOH/PRECONSTRUCT/HIGHWAY/LOCATION/PROJECT/
THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
TIP B5603_LS_CONTROL.TXT
SHEET NO.PROJECT REFERENCE NO.
LOCATION AND SURVEYS
B-5603
SURVEY CONTROL SHEET B-5603
VICINITY MAP
1C-1
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
VERTICAL DATUM USED IS NAVD 88
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
>
END CONSTRUCTION
-L- STA 18+00
CONTROL DATA
BENCHMARK DATA
NCGS FOR MONUMENT "B5603-2"
NORTHING: 1,018,531.8410(ft) EASTING: 2,545,944.9970(ft)
ELEVATION: 22.48(ft)
(GROUND TO GRID) IS: 1.000127777
S 76 ° 00’ 55.33" W 513.69’
"B5603-2" TO -L- STATION 10+50 IS
E= 2,545,047.4211
N= 1,018,261.3248
LOCALIZED PROJECT COORDINATES
NCDOT BASELINE STATION "BL-4"
E= 2,546,366.9390
N= 1,018,638.7413
LOCALIZED PROJECT COORDINATES
NCDOT BASELINE STATION "BL-3"
E= 2,545,514.9320
N= 1,018,440.4377
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION "B5603-1"
E= 2,545,944.9970
N= 1,018,531.8410
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION "B5603-2"
>
> >>
BEGIN CONSTRUCTION
-L- STA 10+50.00
E= 2,545,446.5330
N= 1,018,407.7020
LOCALIZED PROJECT COORDINATES
E= 2,546,179.1149
N= 1,018,568.3821
LOCALIZED PROJECT COORDINATES
BL3 BL-3 1018638.7413 2546366.9390 23.15 OUTSIDE PROJECT LIMITS
B56032 GPS MON 1018531.8410 2545944.9970 22.48 15+63.47 14.15 LT
B56031 GPS MON 1018440.4377 2545514.9320 21.43 11+23.92 16.67 LT
BL4 BL-4 1018261.3248 2545047.4211 19.39 OUTSIDE PROJECT LIMITS
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION L STATION OFFSET
BL
***********************************
BM#1 RR SPIKE IN BASE OF 16" OAK
BL STATION 13+84.00 97 RIGHT
N 1018426 E 2545910
BM10 ELEVATION = 17.25
***********************************
SR 1311 BOONES BRIDGE ROAD 21’ PAVED ROADWAYTO SEVERN
TO SR 1313 EDWIN EVANS RD
1309
1300
1301
1308
1310
1310
1317
1315
1311
1314
1323
1310
1313
1307
1306
1308
Fous
hee
Raile
y Rd
Spiers Rd
Whitle
y Rd
Barham R
d
State
sville R
d
Statesville R
d
Boones B
ridge R
d
Boones Brid
ge R
d
Gatlin
g R
d
Edwin Eva
ns R
d
1308
1301
SITEPROJECT
Ferry Rd
Parkers
Rd
Dre
wery
Rd
State
sville
COUNTYNORTHHAMPTON
258
HWY
258
HWY
DocuSign Envelope ID: 04D761DF-8E64-43EA-A802-81FA5A585A0B
-
NOTE: DRAWING NOT TO SCALE
NOTES:
PROJECT CONTROL DATA AT:
THE FILES TO BE FOUND ARE AS FOLLOWS:
SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER
INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
HTTP://WWW.NCDOT.GOV/DOH/PRECONSTRUCT/HIGHWAY/LOCATION/PROJECT/
THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
TIP B5603_LS_CONTROL.TXT
SHEET NO.PROJECT REFERENCE NO.
LOCATION AND SURVEYS
B-5603
SURVEY CONTROL SHEET B-5603
VICINITY MAP
1C-2
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
VERTICAL DATUM USED IS NAVD 88
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
NCGS FOR MONUMENT "B5603-2"
NORTHING: 1,018,531.8410(ft) EASTING: 2,545,944.9970(ft)
ELEVATION: 22.48(ft)
(GROUND TO GRID) IS: 1.000127777
S 76 ° 00’ 55.33" W 513.69’
"B5603-2" TO -L- STATION 10+50 IS
ROW/PERMANENT EASEMENT
ALIGN STATION OFFSET NORTH EASTL 11+94.42 -45.00 1018483.39282 2545577.83843
L 11+94.42 -30.00 1018468.73686 2545581.03263
L 12+35.00 30.00 1018418.75520 2545633.46228
L 12+35.00 37.00 1018411.91576 2545634.95291
L 13+12.00 43.00 1018422.45029 2545711.46450
L 13+12.00 37.00 1018428.31267 2545710.18682
L 13+12.00 -51.00 1018514.29428 2545691.44749
L 13+12.00 -45.00 1018508.43190 2545692.72517
L 13+32.00 -45.00 1018512.69084 2545712.26645
L 13+32.00 37.00 1018432.57161 2545729.72810
L 13+32.00 -51.00 1018518.55322 2545710.98877
L 13+32.00 43.00 1018426.70923 2545731.00578
L 15+45.00 37.00 1018477.92931 2545937.84268
L 15+72.00 60.00 1018461.20641 2545969.12118
L 16+15.00 73.00 1018457.66130 2546013.90323
L 16+21.00 60.00 1018471.64081 2546016.99731
L 16+40.00 -45.00 1018578.27850 2546013.20209
L 16+40.00 -30.00 1018563.62254 2546016.39629
L 16+40.00 30.00 1018504.99872 2546029.17311
ROW/PERMANENT EASEMENT
1309
1300
1301
1308
1310
1310
1317
1315
1311
1314
1323
1310
1313
1307
1306
1308
Fous
hee
Raile
y Rd
Spiers Rd
Whitle
y Rd
Barham R
d
State
sville R
d
Statesville R
d
Boones B
ridge R
d
Boones Brid
ge R
d
Gatlin
g R
d
Edwin Eva
ns R
d
1308
1301
SITEPROJECT
Ferry Rd
Parkers
Rd
Dre
wery
Rd
State
sville
COUNTYNORTHHAMPTON
258
HWY
258
HWY
DocuSign Envelope ID: 04D761DF-8E64-43EA-A802-81FA5A585A0B
-
1"
1’
0.0250.025
1’
1"
3’-5"
RAILBARRRIERCONC.VERT.
SLAB BRIDGECONC. CORED
30’
8’
0.08
**3’
INSET "A"
MA
TC
HLIN
E
1:14:1 MAX.
VAR. TO
GROUNDEXISTING
1:1
0.025
**3’
0.08
3:1 (MA
X)VAR. 4:
1 TO
THIS LINEGRADE TO
INSET "A"
MA
TC
HLIN
E
0.025
10’-6"10’-6"
3:1 (M
AX)
0.08
1:1
7’-0"
0.025SEE X-SECTIONS
VAR.
GROUNDEXISTING
10’-6" 10’-6"3’-5"
TYPIC
AL N
o. 1
& 2
MA
TC
HLIN
E
GROUNDEXISTING
1:1
7’-0"
0.025 SEE X-SECTIONS
VAR.
0.08
SHOULDER BERM LOCATIONS:
4’-0"
GROUNDEXISTING
-L- STA. 13+18 TO 13+31.32 (LT. & RT.)-L- STA. 15+60.69 TO 15+74 (LT. & RT.)
TYPIC
AL N
o. 2
MA
TC
HLIN
E FDPS
VAR.
PLANS)(SEE
8"
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGNENGINEER ENGINEER
PAVEMENT DESIGN
6/2/99
6/21/
2018
R:\
Road
way\
Proj\
Hertford 137_
RD
Y_
TY
P.d
gn
emartin
B-5603
GRADE
POINT
CL
BRIDGE SKETCH NO.1
C1
W
BRIDGE #137
-L- (SR 1311 BOONES BRIDGE RD.)
TYPICAL SECTION NO. 1
USE TYPICAL SECTION NO. 1 AS FOLLOWS:T
C2
GRADE
POINTE1T
CLTEXISTING PAVEMENT.U
PLACED IN LAYERS NOT TO EXCEED 1.5" IN DEPTH.
PAVEMENT SCHEDULE
EARTH MATERIAL.
C1
E1
E2
R PROP. SHOULDER BERM GUTTER
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO BE
5"PLACE IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN
IN DEPTH.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE SF9.5B,
C2
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
PROP. APPROX. 1 1/2" ASPHALT CONCRETE SURFACE COURSE TYPE SF9.5B,
C3
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
W VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL)
PROP. APPROX. 2.5" ASPHALT CONCRETE SURFACE COURSE TYPE SF9.5B,
PROP. APPROX. 5.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
TE1C2
CL
USE BRIDGE SKETCH NO. 1 AS FOLLOWS:
15+48.69 (END BRIDGE)-L- STA. 13+43.32 (BEGIN BRIDGE) TO
-L- (SR 1311 BOONES BRIDGE RD.)
-L- STA. 10+50.00 TO 12+00.00
-L- STA. 16+00.00 TO 18+00.00
-L- STA. 15+75.00 TO 16+00.00 (LT. SIDE ONLY)
TE1 R
INSET "B"
C2
INSET "A"
2A-1
WITH SHOULDER BERM GUTTER**NOTE 2: USE INSET "B" FOR GUARDRAIL LOCATIONS
WITHOUT SHOULDER BERM GUTTER**NOTE 1: USE INSET "A" FOR GUARDRAIL LOCATIONS
AT AN AVERAGE RATE OF 140 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO BE
AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
C3
EGI E
ES
L
OI
SEAL
NN E
R
PR
OFSION
A
NORT
HCAR LNA
15759 ED
WO
RB .C NE
H
PE
TS
DocuSign Envelope ID: 04D761DF-8E64-43EA-A802-81FA5A585A0B
6/22/2018
-
8’
0.08
**3’
1:14:1 MAX.
VAR. TO
GROUNDEXISTING
1:1
0.025
**3’
0.08
3:1 (MA
X)VAR. 4:
1 TO
THIS LINEGRADE TO
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3:1 (M
AX)
GROUNDEXISTING
& "B"
INSET "A"
MA
TC
HLIN
E
& "B"
INSET "A"
MA
TC
HLIN
E
USE TYPICAL SECTION NO. 2 AS FOLLOWS:
-L- STA. 12+00.00 TO 13+43.32 (BEGIN BRIDGE)
-L- STA. 15+48.69 (END BRIDGE) TO 15+75.00
-L- STA. 15+75.00 TO 16+00.00 (RT. SIDE ONLY)
T
C1
GRADE
POINTUT
CL-L- (SR 1311 BOONES BRIDGE RD.)
E1
C2
W
TYPICAL SECTION NO. 2
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGNENGINEER ENGINEER
PAVEMENT DESIGN
6/2/99
6/21/
2018
R:\
Road
way\
Proj\
Hertford 137_
RD
Y_
TY
P.d
gn
emartin
2A-2
MIN.MIN.
C SURVEY L
E2C3
E2
U
3" 3"
C2C2
PAVEMENT SCHEDULE
C1
C2
C3
E1
E2
R
T
U
W
GUTTER
SHOULDER BERM
EXISTING PAVEMENT
EARTH MATERIAL
WEDGING
on Roadway
Detail Showing Method of Wedging Detail Showing Method of Bridge Wedging
C1 C1SLAB BRIDGE
CONC. COREDC3 C3
B-5603
ARE 1:1 UNLESS SHOWN OTHERWISE.
2) PAVEMENT EDGE SLOPES
PAVEMENT SCHEDULE.
1) SEE SHEET 2A-1 FOR DETAILED
NOTES:
1.5" SF9.5B
SF9.5B
VARIABLE DEPTH
6" B25.0BC
B25.0C
VARIABLE DEPTH
2.5" SF9.5B
EGI E
ES
L
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NN E
R
PR
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A
NORT
HCAR LNA
15759 ED
WO
RB .C NE
H
PE
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DocuSign Envelope ID: 04D761DF-8E64-43EA-A802-81FA5A585A0B
6/22/2018
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.. :-----.-- .. .. .. .. .. .. .. .. ..
THRI
E BE
AM
GUAR
DRAI
L WT
R
'\. A
PPR
OAC
H SL
AB '
PLA
N
VIE
W
'W'
BEAM
GUA
RDRA
IL
CON
STR
UCTI
ON J
OINT
GUAR
DR
AI
L
ANCHOR
UNI
T,
TY
PE
III
FOR
ATTAC
HM
ENT
TO
RAIL
ON
BRIDGE
PAY
LIMI
TS
THRI
E BE
AM G
UARD
RAIL
'NE
STED
' 1'
-10"
(ON
E RA
IL I
NSID
E AN
OTHE
R)
r1
23
45
6. ,
WTR
SECT
ION
7
8
3'-1
½"
STD.
6'
- 3"
SPAC
ING
MIDS
PAN
SPLI
CE
9
2 ' -1
"
3'-1
½"
2' -
1 "
z
0(/)
1-1 >
I--:::::,
z 1-1
c:::
s: (.)
c::: co
Cl
:::::) 0
z
-
DATE: PROJECT REFERENCE NO. SHEET NO.
DATE: B-5603 3B-1
STRAIGHT
SHOP
CURVED
DOUBLE
FACED
APPROACH
END
TRAILING
END
APPROACH
END
TRAILING
END
APPROACH
END
TRAILING
END
TYPE
III XI
GREU
TL-3 M-350 XIII CAT-1
VI
MOD BIC AT-1G NG
-L- 12+62.07 13+43.32 LT 81.25 13+43.32 4' 7' 50' 1' 1 1 50:1 FLARE TO TYPE III ANCHOR UNIT
-L- 12+62.07 13+43.32 RT 81.25 13+43.32 4' 7' 50' 1' 1 1 50:1 FLARE TO TYPE III ANCHOR UNIT
-L- 15+48.69 16+29.94 LT 81.25 15+48.69 4' 7' 50' 1' 1 1 50:1 FLARE TO TYPE III ANCHOR UNIT
-L- 15+48.69 15+85.94 RT 37.50 50 15+48.69 4' 7' 50' SEE PLAN SHEET 4 1 1 TRANS. 4' OFF EOP TO 2' OFF DRWY. AND 6' MIN. FLARE
GUARDRAIL TOTALS: 281.25 50.00 4 3 1
ANCHOR DEDUCTIONS:
TYPE III: 4 @ 18.75' EA 75.00
GREU TL-3: 3 @ 50' EA 150.00
AT-1: 1 @ 6.25' EA 6.25
ANCHOR TOTALS: 231.25
GUARDRAIL GRAND TOTALS: 50.00 50.00 4 3 1
SAY: 87.50 50.00
ADDITIONAL GUARDRAIL POSTS = 5
LINE STATION STATION LOCATION AREA SQ. YDS.
-L- 10+50.00 12+00.00 CL 3,118.02 346.45 LINE STATION STATION UNCL. EMBANK. BORROW WASTE
-L- 13+31.32 13+50.27 CL 419.55 46.62 EXCAV. +%
-L- 15+54.51 15+60.69 CL 131.07 14.56 -L- 10+50.00 13+43.32 79 138 59 0
-L- 15+75.00 16+00.00 LT 261.93 29.10 -L- 15+48.69 18+00.00 135 402 267 0
-L- 16+00.00 18+00.00 CL 4,210.38 467.82 214 540 326 0
0 0
214 326 0
TOTAL 904.55 220 330
SAY 920
LINE STATION STATION LOCATION LENGTH
-L- 13+18.00 13+31.32 LT 13.32
-L- 13+18.00 13+31.32 RT 13.32
-L- 15+60.69 15+74.00 LT 13.31
-L- 15+60.69 15+74.00 RT 13.31
TOTAL 53.26
SAY 55
IMPACT
ATTENUATOR
TYPE 350
STATE OF NORTH CAROLINA"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 GUARDRAIL SUMMARY
COMPUTED BY: E. Stewart 7/31/2017
DIVISION OF HIGHWAYSCHECKED BY: S. Browde 6/18/2018
G = GATING IMPACT ATTENUATOR TYPE 350
NG = NON-GATING IMPACT ATTENUATOR TYPE 350
SURVEY
LINEBEG. STA. END STA. LOCATION
LENGTH WARRANT POINTSINGLE
FACED
CONCRETE
BARRIER
REMOVE
EXISTING
GUARDRAIL
REMOVE &
STOCKPILE
EXISTING
GUARDRAIL
REMARKS
"N"
DIST.
FROM
E.O.L.
TOTAL
SHOUL
WIDTH
FLARE LENGTH W ANCHORS
ASPHALT PAVEMENT REMOVAL SUMMARYASPHALT PAVEMENT REMOVAL SUMMARYASPHALT PAVEMENT REMOVAL SUMMARYASPHALT PAVEMENT REMOVAL SUMMARY
SHOULDER BERM GUTTER SUMMARYSHOULDER BERM GUTTER SUMMARYSHOULDER BERM GUTTER SUMMARYSHOULDER BERM GUTTER SUMMARY
EARTHWORK SUMMARYEARTHWORK SUMMARYEARTHWORK SUMMARYEARTHWORK SUMMARY
GRAND TOTALS:
SAY:
Note: Approximate quantities only. Unclassified Excavation,
Borrow Excavation, Fine Grading, Clearing and Grubbing,
and Removal of Asphalt Pavement will be paid for at the
contract lump sum price for grading.
PROJECT TOTALS:
Waste in Lieu of Borrow
DocuSign Envelope ID: 04D761DF-8E64-43EA-A802-81FA5A585A0B
-
COMPUTED BY: DATE: SHEET NO.
CHECKED BY: DATE: 3D-1
SIZE
THICKNESS
OR GAUGE
E F G
13+22 -L- LT 0402 22.73' 1 1 1
13+22 -L- LT 0402 0401 19.65' 15.45' 28' X X X 2
13+22 -L- RT 0403 22.73' 1 1 1
13+22 -L- RT 0403 0402 19.73' 19.65' 28'
15+70 -L- LT 0406 22.83' 1 1 1
15+70 -L- LT 0406 0405 20.08' 17.00' 20' X X X 2
15+70 -L- RT 0407 22.83' 1 1 1
15+70 -L- RT 0407 0408 20.08' 17.00' 20' X X X 2
SHEET TOTALS 40 28 28 4 4 4 4 2 0
ABBREVIATIONS
REMARKS
.064
.064
18''
G.D.I. TYPE "A" STD. 8
40.17 OR 840
.26
G.D.I. TYPE "B" STD. 8
40.18 OR 840
.27
G.D.I. (N.S.) FRAME W
ITH GRATE STD. 8
40.24
G.D.I. TYPE "D" STD. 8
40.19 OR 840
.28
15''
CATCH BASIN
NARROW DROP INLET
DROP INLET
GRATED DROP INLET
(NARROW SLOT)
JUNCTION BOX
MANHOLE
TRAFFIC BEARING
DROP INLET
TRAFFIC BEARING
JUNCTION BOX
T.B.G.D.I. FRAME W
ITH TWO GRATES STD. 8
40.35
CONCRETE TRANSITIONAL
SECTION
D.I. STD. 8
40.14 OR STD. 8
40.15
D.I. FRAME W
ITH TWO GRATES STD. 8
40.16
CU. YARDS
5.0' THRU 10.0'
PIPE REMOVAL LIN. F
T.
10.0' A
ND ABOVE
R.C.P.
48''
DO NOT USE RCP
DO NOT USE CSP
DO NOT USE CAAP
DO NOT USE HDPE
.109
C.B.
N.D.I.
D.I.
G.D.I.
G.D.I.(N.S.)
J.B.
M.H.
T.B.D.I.
T.B.J.B.
PER EACH (0' THRU 5.0')
LIN.
FT.
DROP IN
LET
CATCH BASIN
C.S.P.
G.D.I. (N.S. F
LAT) FRAME W
ITH TWO GRATES STD. 8
40.29
15" CS Elbows
18" CS Elbows
G.D.I. FRAME W
ITH GRATE STD. 8
40.20
G.D.I. FRAME W
ITH TWO GRATES STD. 8
40.22
G.D.I. (N.S.) FRAME W
ITH TWO GRATES STD. 8
40.24
J.B. S
TD. 8
40.31 OR 840
.32
C.B. S
TD. 8
40.01 OR STD. 8
40.02
FRAME,
GRATES,
AND HOOD
STANDARD
840.03
FROM
TO
12''12'' 15'' 18'' 24'' 30'' 36'' 42''
.064
30'' 36'' 42'' 48'' 12''
9/6/2017
30'' 36''
.079
.079
.109
24''18'' 24'' 30'' 36'' 42''
.064
15''12'' 15'' 18'' 24''
R.C. PIPE
CLASS IV
R.C. PIPE
CLASS III
42''
15" SIDE DRAIN PIPE
18" SIDE DRAIN PIPE
ENDWALLS
** " R.C. P
IPE (CLASS V)
***" RC PIPE CULVERTS, C
ONTRACTOR DESIGN
***" RC PIPE CULVERTS, C
ONTRACTOR DESIGN STD. 838.01
838.11 OR
STD. 838.80
(UNLESS
NOTED
OTHERWISE)
48''
Ecological Engineering, LLP
Ecological Engineering, LLP
TYPE OF
GRATE
C.S. PIPE
A B48''
PROJECT NO.
9/6/2017 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION B-5603
DIVISION OF HIGHWAYS
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
STATION
LOCATION (LT, R
T, O
R CL)'
STRUCTURE NO.
TOP ELEVATION
INVERT ELEVATION
INVERT ELEVATION
SLOPE CRITICAL
DRAINAGE PIPE
(RCP, CSP, CAAP, HDPE, or PVC)
QUANTITIES
FOR DRAINAGE
STRUCTURES
*TOTAL L.F. F
OR PAY
QUANTITY SHALL BE COL.
'A' + (1.3 X COL.'B
')
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
DocuSign Envelope ID: 04D761DF-8E64-43EA-A802-81FA5A585A0B
-
DB 501 PG 691R.P WATSON, JR
DB 529 PG 598
PC 1 PG 72D
R.P WATSON, JR
DB 529 PG 598
PC 1 PG 72D
DB 634 PG 514
PB 10 PG 88
DB 634 PG 514
PB 10 PG 88
DB 771 PG 578
PB 10 PG 88
DB 65 PG 127
SILLES STEPHENS, HEIRS
DREWRY HOLDINGS,LLC
DB 781 PG 207
N 25°2
4’5
5" W
99.6
8’
N 72°58’12" W201.00’
S 52
°29’48
" W
143.6
0’
N 54°4
7’12
" W
381.0
0’
N 66°19’42" W
691.14’
N 57°42’12" W
102.20’
S 12°09’22" E
17.54’
S 88°19’22" E262.90’
S 73°46’22" E
333.10’
S 82°34’22" E272.10’
S 71°43’22" E
153.35’
0.62’ ECM
TO R/
W
S 08°13’0
3"
E81.82’0.4
3’
EC
M
TO
R/
W
S 71°53’48" W
97.60’
S 57
°36’48
" W
152.80
’
ECM
ECM
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
S 03°4
8’3
5"
E13
07.9
9’
JOHN H. DREWRY III, ET AL
JOHN H. DREWRY III, ET AL
CROSSCOLLINFLOYD
CASTELOWTOMMY V.
30" RCP
48" 3SBW48" 3SBW
BM#1
GPS-1
GPS-2
BL-3LOW WIRE=44.35’
DETERMINED BY PHYSICAL OR PAROLE EVIDENCETHE HISTORIC HIGH WATER MARK COULD NOT BE
WOODS
WOODS
WOODS
WOODS
WOODS WOODS WOODS
WOODS
13’ GR
RCP
18"
CMP
24"
SR 1311 BOONES BRIDGE ROAD 21’ PAVED ROADWAY
SR 13
12
DR
EW
ER
Y R
D 20’ P
AVE
D
RO
AD
WA
Y
60.00’
TO
VIR
GINIA S
TA
E
LIN
E
MTL GATE W/STEEL CABLE
CULTIVATED
WOODS
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
JOYNER KEENY FOR MONUMENT "GPS B5603-2"
WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF
NORTHING: 1018531.8410(ft) EASTING: 2545944.9970(ft)
ELEVATION: 22.481(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 1.000127777
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"GPS B5603-2" TO -L- STATION IS
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
POSSIBLE JB
JB
(OVERFLOW)
***********************************
BM#1 RR SPIKE IN BASE OF 16" OAK
BL STATION 13+84.00 97 RIGHT
N 1018426 E 2545910
373 ELEVATION = 17.25
***********************************
WITH CONCRETE WINGWALLS
12 SPAN WOOD AND CONCRETE
EXIST. BRIDGE #137
TOP OF WATER TO LOW BEAM BRIDGE CLEARANCE=5.59’
EXIST. LOW WOODEN BEAM=20.68’
-L- STA. 15+48.69
END BRIDGE
-L- STA. 15+60.69
END APPROACH SLAB
-L- STA. 13+43.32
BEGIN BRIDGE
-L- STA. 13+31.32
BEGIN APPROACH SLAB
025
025
.03
.025
.01
.025
.04
.025
.015
.025
.04
.03
.025
.02
.00
.01
.02
.025
8:1
8:1
8:1
-L- STA. 10+50.00
BEGIN CONSTRUCTION
EXIS
T.
8:1
(INC.)
24’
+10.4
2
(INC.)
24’
+76.0
0
-L- STA. 18+00.00
END CONSTRUCTION
(INC.)
24’
+50.0
0
.025
12’
R20’
.005
.035
EXIS
T.
DRIVE12’ STONE
10.5’
10.5’
10.5’
10.5’
RE
VISIO
NS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4B-5603
6/21/
2018
R:\
Road
way\
Proj\
Hertford 137_
RD
Y_P
SH04.d
gn
emartin
8/17/99
FOR STRUCTURE PLANSSEE SHEET S-1 THRU S-22
BRIDGE / ROADWAY RELATIONSHIP
3’-
5"
3’-
5"
10.5’10.5’
-L-
NA 2011
NA
D 83/
NOTE: FOR -L- PROFILE SEE SHEET 5
PO
T
Sta. 10
+00.0
0
10
PC Sta. 10
+81.3
4
PT
Sta. 11+
94.4
2
15
PO
T
Sta. 18
+71.66
PI Sta 11+37.88
D
L = 113.08’
T = 56.54’
R = 10,000.00’
TYPE III
TYPE III
TYPE III
TYPE III
AT-1
-L- STA. 13+43.32
BEGIN BRIDGE
-L- STA. 13+31.32
BEGIN APPROACH SLAB
-L- STA. 15+48.69
END BRIDGE
-L- STA. 15+60.69
END APPROACH SLAB
20’ R
-L- -L-
D.S. = 60 MPH
SE = 0.025 (AS SHOWN)
GREU TL-3
GREU TL-3
GREU TL-3
0403
0401
0402
0405
0406
0407
0408
TB 2GI TB 2GI
TB 2GI
15" W/ELBOWS
15" W/ELBOWS
EST 5 SY GEOTEXTILE
EST 1 TON
CLASS B RIP RAP
EST 5 SY GEOTEXTILE
EST 1 TON
CLASS B RIP RAP
+18 LT&RTBEGIN SBG
+74 LT&RTBEGIN SBG
EST 10 SY GEOTEXTILE
EST 3 TON
CLASS B RIP RAP
18" W/ELBOWS
18" RCP-IV
TB 2GI
1
1
3
2
3
PROPERTY OWNERS NAMETAKENAREA
RIGHTREMAINING
AREA
LEFTREMAINING
AREA
EASEMENTCONSTRUCTION
EASEMENTDRAINAGE
PERMANENT
EASEMENTDRAINAGE
TEMPORARY
R.P WATSON, JR
SILLES STEPHENS, HEIRS
JOHN H. DREWERY III, ET AL
PARCEL NO.
1
2
3
AREATOTAL
(EXIST. R/W)30.00 45.00+94.42
(EXIST. R/W)30.00 45.00+40.00
37.00+45.00
60.00+21.00
(EXIST. R/W)30.00+40.00
60.00+72.00
73.00+15.00
3740 SF
NO CLAIM
319 SF0.14 AC
51.0045.00+32.00
51.0045.00+12.00
120 SF
(EXIST. R/W)30.00 +17.55 (EXIST. P/L)
37.00+17.54
F F
FF C C F
F
F
F F
F
F
F
C
F
F
F
F
C
F
F F
CF
EGI E
ES
L
OI
SEAL
NN E
R
PR
OFSION
A
NORT
HCAR LNA
15759 ED
WO
RB .C NE
H
PE
TS
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
039102
B
AND T. BA
RH
MR A
NO
DocuSign Envelope ID: 04D761DF-8E64-43EA-A802-81FA5A585A0B
6/22/20186/22/2018
-
10
20
30
0
10 11 12 13 14 15 16 17 18
5/14/99 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
5B-5603
6/22/2018
R:\
Road
way\
Proj\
Hertford 137_
RD
Y_P
FL.d
gn
avogt
NOTE: FOR -L- PLAN SEE SHEET 4
OF 16" OAK
RR SPIKE IN BASE
ELEV = 17.25’
O/S 97.00’ RT
-BL- STA. 13+84.00
BM#1
(+)0.3000% (+)0.5521%
(+)0.5521% (-)0.5563%
(-)0.5563% (+)0.3205%
-L-
ST
A. 15+71.00
EN
D
BRID
GE
-L-
ST
A. 14+81.00
BE
GIN
BRID
GE
ELE
V = 23.4
2
-L-
ST
A. 18+00.0
0
EN
D
PR
OP
OS
ED
GR
AD
E
ELE
V = 22.0
7
-L-
ST
A. 10+50.0
0
BE
GIN P
ROP
OS
ED
GR
AD
E
TO EL. 17.0’EXCAVATE BERM
W/ FILTER FABRICCLASS II RIPRAP
KEYED 3.5 FT DEEP2.5 FT THICKW/ FILTER FABRICCLASS II RIPRAP
CL
SURVEY = 15.6’ (11-29-16)WS ON DATE OF
SKEW = 90°
G.P. ELEV. 23.59’
W/ 4’-0" CAPS
21" CORED SLAB BRIDGE
3@50’, 1@55’
4 SPANS,
-L- STA 14+46.00
1.5:1
1.5:1
D.S. = 75 MPHV.C. = 55’K = 218EL = 22.64’PI = 12+40.45
D.S. = 60MPHVC = 170’K = 153EL = 23.83’PI = 14+56.00
D.S. = 60 MPHVC = 125’K = 143EL = 22.87’PI = 16+28.58
(+)0.3000% (+)0.5521%
(+)0.5521% (-)0.5563%
(-)0.5563% (+)0.3205%
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YR
YR
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YR
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 25000
= 10
= 22.4
= 43000
= 100
= 24.1
= 29024
= 25+/-
= 22.5
= 11/29/2016
= 15.6
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
039102
B
AND T. BA
RH
MR A
NO
EGI E
ES
L
OI
SEAL
NN E
R
PR
OFSION
A
NORT
HCAR LNA
15759 ED
WO
RB .C NE
H
PE
TS
DocuSign Envelope ID: 04D761DF-8E64-43EA-A802-81FA5A585A0B
6/22/20186/22/2018
-
GENERAL NOTES
LEGEND
DIRECTION OF TRAFFIC FLOW
STATIONARY SIGN
48’’ X 48’’
ROADCLOSED1000 FT
W20-3
48’’ X 48’’
ROADCLOSED1000 FT
W20-3
48’’ X 48’’
AHEAD
ROAD
CLOSED
W20-3
TYPE III WING BARRICADES
WORK AREA
500’ +/- 500’ +/-
1 / 2 MILE +/-500’ +/-500’ +/-
TRAFFIC CONTROL FOR TEMPORARY ROAD CLOSURE
VICINITY MAP(NOT TO SCALE)
N
48’’ X 48’’
CLOSED
500 FTW20-3
ROAD
48’’ X 48’’
CLOSED
500 FTW20-3
ROAD
W. B. ALLEN
2/17
2/17
L. K. AUSTIN
SR 1351
SR 1311
DETOUR ROUTE (APPROXIMATE LENGTH = 22 MILES)
SR 1311
1 / 2 MILE +/-
48’’ X 48’’
AHEAD
ROAD
CLOSED
W20-3
USE PORTABLE SIGNS IF ROAD CLOSURE IS TO BE IMPLEMENTED FOR LESS THAN ONE DAY OR FOR EMERGENCIES.
DO NOT DISPLAY FRACTIONS OR DECIMALS ON SIGN R11-3 "ROAD CLOSED XX MILES AHEAD".
TO THRU TRAFFIC" IN THE EVENT THAT TRAFFIC MUST BE MAINTAINED BEYOND THE DETOUR POINT.
USE ADDITIONAL TYPE III BARRICADES IN STAGGERED LOCATIONS SUPPLEMENTED WITH SIGN R11-4 "ROAD CLOSED
WHICH TRAFFIC MUST TURN IN DETOURING.
POSITION WING BARRICADES ON THE SHOULDERS AND SLOPE THE STRIPES DOWNWARD IN THE DIRECTION TOWARD
CALENDAR DAY.
SIGNS WHEN OPENING THE ROADWAY TO TRAFFIC. INSTALL/REMOVE SIGNS AND BARRICADES WITHIN THE SAME
INSTALL SIGNS BEFORE THE BARRICADES WHEN CLOSING THE ROADWAY TO TRAFFIC. REMOVE BARRICADES BEFORE
DO NOT INSTALL ADVANCE WARING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINING OF WORK.
EMERGENCY AND LAW ENFORCEMENT PERSONNEL, SCHOOLS OR ANY OTHER PARTIES AFFECTED BY THE ROAD CLOSURE.
BEFORE A ROADWAY IS CLOSED TO TRAFFIC SUCH THAT NECESSARY PROVISIONS CAN BE MADE TO INFORM LOCAL
UNLESS OTHERWISE DESIGNATED IN PLANS. PROVIDE A MINIMUM 21 CALENDAR DAY NOTICE TO STATE FORCES
EXISTING OR PROPOSED REGULATORY OR WARNING SIGNS WILL BE MADE BY OTHERS (STATE OR CITY FORCES)
INSTALLATION OF TEMPORARY ROUTE MARKERS, DESTINATION SIGNS AND ANY NECESSARY MODIFICATIONS TO
7-
6-
5-
4-
3-
2-
1-
60’’ x 30’’
R11-3
ROAD CLOSED
LOCAL TRAFFIC ONLY
XX MILES AHEAD
ROAD
CLOSED
R11-2
48’’ x 30’’
TYPE III BARRICADE(S)
ROAD
CLOSED
R11-2
48’’ x 30’’
TYPE III BARRICADE(S)
POINT OF CLOSURE
BETWEEN THE DETOUR POINT AND THE
SHOULD ALSO BE USED AT SIDE ROADS
WING BARRICADES WITH SIGN R11-3NOTE:
(BRIDGE #137)
PROJECT LOCATION
SR 1310
TYPE III WING BARRICADES
60’’ x 30’’
R11-3
ROAD CLOSED
LOCAL TRAFFIC ONLY
XX MILES AHEAD
VIRGINIA
COU
NTY
HER
TFOR
DN
ORTH
AMPTO
N
COU
NTY
VIRGINIA
TMP-1
PLAN
TRAFFIC MANAGEMENT
SR 1312
500’ +/-
NEXT RIGHT42’’ X 12’’
SP-4R
W20-3
48" x 48"
AHEAD
ROAD
CLOSED
NO. NO.BY: BY:DATE: DATE:
REVISIONS SHEET NO.
TOTALSHEETS
STATE OF NORTH CAROLINA
RALEIGH
DEPARTMENT OF TRANSPORTATION
12
3
4
$TIM
E$
$FIL
E$
$D
AT
E$
STATION:
COUNTY
PROJECT NO.
19661
SEAL
ENGINEE
R
PR
OFESSION
AL
NORT
HCAROLINA
L.
KEVIN AU ST
IN
27’-10" CLEAR ROADWAY - 90°SKEW
HERTFORD
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PLANS PREPARED BY:
14+46.00 -L-
REPLACES BRIDGE NO. 137
B-5603
DATE :
DATE :
DRAWN BY :
CHECKED BY :
DATE :DESIGN ENGINEER OF RECORD: L. K. AUSTIN 6/18
158
E Main St
E Main StW Main St
Virginia Blvd
Beach
wood Blvd
1305
1303
1304
1309
1309
1300
1308
1310
1310
1317
1315
1311
1314
1310
131313111312
1311
11791160
1166
1316
13071306
1308
1302
Murfreesboro
CrossroadsBarretts
StoreBritts
Como
1315
258
158
BUS
1301
258
258
1362
1360
1361
1352
1354
1351
13551333 1351
1356
1353
1360
Pendleton
SevernBoykins
Rd.
RIVER
MEH
ERRIN
MEHERRIN
Kirb
ys
Creek
Creek
Branch
Kirbys
Creek
.13
.34
.45
.31
Railro
ad
CS
X
Railroad
Railro
ad
.23
.09
.22
.46
.54
.96.10
.271.00
.54
.13
1.3
5
.34
.37
2.4
2
.62
158
35
35
35
Futrell
Severn
158
DocuSign Envelope ID: 04D761DF-8E64-43EA-A802-81FA5A585A0B
6/22/2018
-
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-
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
EC-2G
NATURAL GROUND
NATURAL GROUND
FLOW
2’(MAX.)
CROSS SECTION
CROSS SECTION
TRAPEZOIDAL DITCH
VEE DITCH
EDGE OF PAVEMENT
ISOMETRIC VIEW
PAVE
MENT
SHLD
.
BACK
SLOPE
DIT
CH
SLO
PE
2’ UPSLOPE
STAKE
MATTING 2’ DOWNSLOPE
STAKE
2’ UPSLOPE
STAKE
MATTING 2’ DOWNSLOPE
STAKE
TOP VIEW
6’(MIN.)
12"(MIN.)
UPSLOPE
STAKEDOWNSLOPE
STAKE
MATTING
MATTING
See Inset B
INSET B
STAPLES
VAR.
2’(MIN.)
2 IN.
See Inset A
INSET A
STAKES
X-XXXX
COIR FIBER WATTLE DETAIL
NOTES:
USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
CROSS SECTION.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
STANDARD SPECIFICATIONS.
COIR FIBER WATTLE
dhstallingsRectangle
dhstallingsTypewritten Text
dhstallingsTypewritten Text
dhstallingsTypewritten Text
dhstallingsTypewritten TextB-5603
dhstallingsTypewritten Text
dhstallingsTypewritten Text
-
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-
10’-0"
MIN. A
10’-0" MIN.
A
BE
LO
W G
RA
DE W
AS
HO
UT S
TR
UC
TU
RE
(TY
P.)
SID
E S
LO
PE
1:1
10 M
IL
PL
AS
TIC
LININ
G
3’-0"
MAX.
& X’
MIN.
SE
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N A-A
NO
T T
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CA
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AB
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RA
DE W
AS
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UT S
TR
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TU
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NO
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CA
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PL
AN
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N B-B
10’-0"
MIN.
10’-0" MIN.
HIG
H
CO
HE
SIV
E &
LO
W FIL
TR
ATIO
N
SOIL B
ER
M
8" 6"
2’-0"
HIG
H
CO
HE
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E &
LO
W FIL
TR
ATIO
N
SOIL B
ER
M
(TY
P.)
1:1 SID
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LO
PE
PL
AS
TIC LININ
G
10 M
IL
BB
3’-0" 2’-0"
3’-0"
MAX.
& X’
MIN.
3’-0" 2’-0"
26"
WIT
H LIN
ER,
NO G
RA
VE
L A
PP
RO
AC
H
A
OR S
TA
PLE
SS
AN
DB
AG
S (
TY
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OR S
TA
PLE
SS
AN
DB
AG
S (
TY
P.)
NO
T F
OR C
ON
ST
RU
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NP
RE
LIM
INA
RY D
ESIG
N
OR S
TA
PLE
SS
AN
DB
AG
S (
TY
P.)
OR S
TA
PLE
SS
AN
DB
AG
S (
TY
P.)
CLE
AR
Y M
AR
KE
D W
ITH SIG
NA
GE N
OTIN
G D
EVIC
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3.C
ON
CR
ET
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AS
HO
UT S
TR
UC
TU
RE N
EE
DS T
O B
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75
% O
F T
HE S
TR
UC
TU
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S C
AP
ACIT
Y.
MAIN
TAIN
ED W
HE
N T
HE LIQ
UID A
ND/O
R S
OLID R
EA
CH
ES
2. T
HE C
ON
CR
ET
E W
AS
HO
UT S
TR
UC
TU
RE
S S
HA
LL B
E
1.
AC
TU
AL L
OC
ATIO
N
DE
TE
RMIN
ED I
N FIE
LD
NO
TE
S:
NO
TIN
G D
EVIC
E.
TO B
E C
LE
AR
Y M
AR
KE
D W
ITH SIG
NA
GE
3.C
ON
CR
ET
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AS
HO
UT S
TR
UC
TU
RE N
EE
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MINIM
UM 1
2 I
NC
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F F
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EB
OA
RD.
AD
EQ
UA
TE
HO
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G C
AP
ACIT
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ITH A
ST
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CT
UR
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AP
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Y T
O P
RO
VID
E
AN
D/O
R S
OLID R
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ES 7
5% O
F T
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SH
ALL B
E M
AIN
TAIN
ED W
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N T
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2. T
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ON
CR
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AS
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TR
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TU
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S
1.
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N
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ED I
N FIE
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NO
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S:
ST
RU
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ITH LIN
ER
ON
SIT
E C
ON
CR
ET
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AS
HO
UT
WA
SH
OU
TC
ON
CR
ET
E
WA
SH
OU
TC
ON
CR
ET
E
PL
AN
NO
TIN
G D
EVIC
E (18"X
24"
MIN.)
CLE
AR
LY M
AR
KE
D SIG
NA
GE
NO
TIN
G D
EVIC
E (18"X
24"
MIN.)
CLE
AR
LY M
AR
KE
D SIG
NA
GE
-
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-
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
75756/21/
2018
R:\
Road
way\
XS
C\
Hertford 137_
RD
Y_
XP
L_
L.d
gn
emartin
PROJ. REFERENCE NO. SHEET NO.0
6/23/16
20 20
25 25
15 15
20 20
25 25
15 15
20 20
25 25
30 30
15 15
20 20
25 25
30 30
15 15
20 20
25 25
30 30
35 35
15 15
X-1
-L-
2.5 5
B-5603
10+00.00
11+00.00
10+75.00
10+25.00
10+50.00
Pavement will be paid for at the contract lump sum price for "Grading."Excavation, Fine Grading, Clearing and Grubbing, and Removal of Existing
Note: Approximate quantities only. Unclassified Excavation, Borrow
21.94
EO
P
EO
PR/W
R/W
21.99
EO
P
EO
P R/WR/W
22.07
0.040 0.040VAR.
S.S. 20.05
VAR.
S.S. 21.24WLB
EO
P
EO
PR/W
R/W
22.14
0.030 0.030VAR.
S.S. 22.03
VAR.
S.S. 21.28WLB
EO
P
EO
PR/W
R/W
22.20
0.025 0.025VAR.
S.S. 22.00
VAR.
S.S. 21.63
EO
P
EO
P
WLB
R/WR/W
DocuSign Envelope ID: 04D761DF-8E64-43EA-A802-81FA5A585A0B
-
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
75756/21/
2018
R:\
Road
way\
XS
C\
Hertford 137_
RD
Y_
XP
L_
L.d
gn
emartin
PROJ. REFERENCE NO. SHEET NO.0
6/23/16
20 20
25 25
30 30
15 15
20 20
25 25
30 30
15 15
15 15
20 20
25 25
30 30
10 10
20 20
25 25
30 30
35 35
15 15
X-2
-L-
2.5 5
B-5603
12+00.00
11+75.00
11+50.00
11+25.00
22.27
0.025 0.025VAR.
S.S. 21.98
4:1
S.S. 21.77
EO
P
EO
P
WLB R/W
R/W
22.35
0.025 0.0254:1
S.S. 21.96
4:1
S.S. 21.85E
OP
EO
P
WLB R/W
R/W
22.34
0.025 0.025VAR.
S.S. 21.85
4:1
S.S. 21.88
EO
P
EO
P
WLB
WLB
R/W
R/W
22.33
0.014 0.025VAR.
S.S. 21.76
4:1
S.S. 21.91
EO
P
EO
P
WLB
WLB
R/W
R/W
DocuSign Envelope ID: 04D761DF-8E64-43EA-A802-81FA5A585A0B
-
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
75756/21/
2018
R:\
Road
way\
XS
C\
Hertford 137_
RD
Y_
XP
L_
L.d
gn
emartin
PROJ. REFERENCE NO. SHEET NO.0
6/23/16
15 15
20 20
25 25
30 30
10 10
15 15
20 20
25 25
10 10
15 15
20 20
25 25
10 10
15 15
20 20
25 25
30 30
10 10
X-3
-L-
2.5 5
B-5603
13+00.00
12+25.00
12+75.00
12+50.00
22.33
0.004 0.025
S.S. 16.79 S.S. 21.76
4:1
4:1
EO
P
EO
P
R/W
WLB
WLB
R/W
22.34
0.006 0.025
S.S. 16.62 S.S. 18.14
4:14:1
EO
P
EO
P
R/W R/W
WLB
WLB
22.32
0.017 0.025
S.S. 16.38
3:1
S.S. 18.43
3:1
EO
P
EO
P
R/W
R/W
WLB
WLB
22.31
0.025 0.025
3:1
S.S. 16.12 S.S. 18.63
3:1
EO
P
EO
P
R/W
R/W
WLB
WLB
DocuSign Envelope ID: 04D761DF-8E64-43EA-A802-81FA5A585A0B
-
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
75756/21/
2018
R:\
Road
way\
XS
C\
Hertford 137_
RD
Y_
XP
L_
L.d
gn
emartin
PROJ. REFERENCE NO. SHEET NO.0
6/23/16
15 15
20 20
25 25
10 10
15 15
20 20
25 25
10 10
15 15
20 20
25 25
10 10
15 15
20 20
25 25
30 30
10 10
X-4
-L-
2.5 5
B-5603
14+00.00
13+25.00
13+75.00
13+50.00
22.41
0.025 0.025
S.S. 15.76 S.S. 18.86
3:13:1
EO
P
EO
P
WLB
WLB
R/W
R/W
22.51
0.025 0.025
EO
P
EO
P
R/W
R/W
WLB
WLB
15.84
0.025 0.025
R/W R/W
WLB
14.81
0.025 0.025
R/W R/W
DocuSign Envelope ID: 04D761DF-8E64-43EA-A802-81FA5A585A0B
-
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
75756/21/
2018
R:\
Road
way\
XS
C\
Hertford 137_
RD
Y_
XP
L_
L.d
gn
emartin
PROJ. REFERENCE NO. SHEET NO.0
6/23/16
15 15
20 20
25 25
10 10
15 15
20 20
25 25
10 10
15 15
20 20
25 25
10 10
15 15
20 20
25 25
30 30
10 10
X-5
-L-
2.5 5
B-5603
15+00.00
14+25.00
14+75.00
14+50.00
15.17
0.025 0.025
R/W R/W
14.61
0.025 0.025
R/W R/W
15.19
0.025 0.025
R/W R/W
14.77
0.025 0.025
R/W
R/W
DocuSign Envelope ID: 04D761DF-8E64-43EA-A802-81FA5A585A0B
-
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
75756/21/
2018
R:\
Road
way\
XS
C\
Hertford 137_
RD
Y_
XP
L_
L.d
gn
emartin
PROJ. REFERENCE NO. SHEET NO.0
6/23/16
15 15
20 20
25 25
10 10
15 15
20 20
25 25
10 10
15 15
20 20
25 25
10 10
20 20
25 25
15 15
20 20
25 25
30 30
15 15
X-6
-L-
2.5 5
B-5603
15+25.00
15+75.00
16+00.00
16+25.00
15+50.00
14.80
0.025 0.025
R/W R/W
19.74
0.025 0.025
S.S. 15.22 S.S. 15.93
3:13:1
WLB
WLB R/W
R/W
22.98
0.025 0.025
S.S. 17.31
S.S. 18.15
3:13:1
EO
P
EO
P
WLB
R/W
WLB
R/W
22.93
0.025 0.025
S.S. 21.35 S.S. 20.90
3:13:1 PVI
30.00’
8%EST. 15%
DRIVEWAY
EO
P
EO
P
R/W
WLB R/W
EAS
M’T
CO
NST.
22.92
0.025 0.025
S.S. 19.50S.S. 22.34
4:14:1
EO
P
EO
P
R/W
R/W
WLB
R/W R/W
DocuSign Envelope ID: 04D761DF-8E64-43EA-A802-81FA5A585A0B
-
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
75756/21/
2018
R:\
Road
way\
XS
C\
Hertford 137_
RD
Y_
XP
L_
L.d
gn
emartin
PROJ. REFERENCE NO. SHEET NO.0
6/23/16
20 20
25 25
30 30
15 15
20 20
25 25
30 30
15 15
20 20
25 25
30 30
35 35
15 15
20 20
25 25
30 30
35 35
15 15
X-7
-L-
2.5 5
B-5603
17+25.00
17+00.00
16+75.00
16+50.00
22.92
0.025 0.025
S.S. 15.25 S.S. 16.65
4:1
EO
P
EO
P
WLB
WLBR/W
R/W
22.94
0.025 0.025
S.S. 22.40
4:1
S.S. 22.12E
OP
EO
P
WLB
WLB
R/W
R/W
22.97
0.025 0.025
S.S. 22.53
4:1
S.S. 22.12
EO
P
EO
P
WLB
WLBR/WR/W
23.09
0.025 0.025VAR.
S.S. 22.65
4:1
S.S. 22.43
EO
P
EO
P
WLB
WLB
R/WR/W
DocuSign Envelope ID: 04D761DF-8E64-43EA-A802-81FA5A585A0B
-
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
75756/21/
2018
R:\
Road
way\
XS
C\
Hertford 137_
RD
Y_
XP
L_
L.d
gn
emartin
PROJ. REFERENCE NO. SHEET NO.0
6/23/16
15 15
20 20
25 25
30 30
10 10
15 15
20 20
25 25
30 30
10 10
15 15
20 20
25 25
30 30
35 35
10 10
20 20
25 25
15 15
X-8
-L-
2.5 5
B-5603
18+25.00
17+50.00
18+00.00
17+75.00
23.23
0.025 0.0254:1
S.S. 22.51
VAR.
S.S. 22.58
EO
P
EO
P
WLB
WLB
R/WR/W
23.33
0.015 0.0254:1
S.S. 22.56
VAR.
S.S. 22.69
EO
P
EO
P
WLB
R/WR/W
23.42
0.005 0.0354:1
S.S. 22.67
VAR.
S.S. 21.44EOP
EO
P
WLB
R/WR/W
23.49
EO
P
EO
P
WLB
R/W
R/W
DocuSign Envelope ID: 04D761DF-8E64-43EA-A802-81FA5A585A0B
-
END BENT 1
FILL FACE
STA. 13+42.19 -L-
WORK POINT 1
STA. 13+31.32 -L-
APPROACH SLAB
BEGIN
STA. 13+34.89 -L-
FRONT SLOPE
BEGIN
TO SR 1351
STA. 14+46.00 -L-
BRIDGE ID
FILL FACE TO FILL FACE
207’-7" TOTAL LENGTH
SPAN ‘A’
51’-2"
SPAN ‘B’
50’-1"
SPAN ‘C’
50’-1"
SPAN ‘D’
56’-2"
PLANPILES NOT SHOWN FOR CLARITY
CONTROL LINE
BENT 1
CONTROL LINE
BENT 2
CONTROL LINE
BENT 3
STA. 13+93.38 -L-
WORK POINT 2
STA. 14+43.50 -L-
WORK POINT 3
STA. 14+93.63 -L-
WORK POINT 4
END BENT 2
FILL FACE
STA. 15+49.82 -L-
WORK POINT 5
STA. 15+60.69 -L-
APPROACH SLAB
END
S